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ARCHIVED REPORTS_XR0008139
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ARCHIVED REPORTS_XR0008139
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Last modified
5/5/2020 3:38:08 PM
Creation date
5/5/2020 2:30:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008139
RECORD_ID
PR0545641
PE
3528
FACILITY_ID
FA0002480
FACILITY_NAME
SHOP N GO 3
STREET_NUMBER
4511
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11023011
CURRENT_STATUS
02
SITE_LOCATION
4511 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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17 November 1999 <br /> AGE-NC Project No 95-0128 <br /> Page 3 of 7 <br /> 3 <br /> The gradient determined for the three drowned wells was approximately 0 00125 fl/ft, the gradient <br /> for the four properly screened wells was approximately 0 0016 ft/ft If the elevation data for all wells <br /> are contoured, contorted lines of equal elevation are produced, suggesting that either frictional forces <br /> cause different elevation data between the properly screened and deeply screened wells, or that the <br /> flow regime in shallow ground water is somewhat independent of the deeper ground water <br /> encountered on the site The same effects on ground water elevation were found in the data for the <br /> 22 March 1999 ground water monitoring event, as shown on maps included in Appendix D <br /> The average ground water elevation on 27 October 1999 was approximately 2 03 feet lower than the <br /> average ground water elevation on 08 July 1999 On 27 October 1999 ground water in monitoring <br /> wells MW 1, MW2 and MW3 was approximately 27 92 feet, 21 10 feet and 20 55 feet over the tops <br /> of the wells' screened intervals, respectively The ground water table occurred within the screened <br /> intervals of the other wells monitored Ground water was inferred to be flowing approximately N <br /> 22°E in the properly screened wells (Figure 5) and N 42°E in the deeply screened wells (Figure 6) <br /> The gradient determined for the three drowned wells was approximately 0 0018 ft/ft, the gradient <br /> Ifor the four properly screened wells was approximately 0 002 ft/ft <br /> 3 2 ANALYTICAL RESULTS FROM GROUND WATER SAMPLES <br /> MAI received, extracted and analyzed the ground water samples on 13 July 1999 MAI issued a <br /> report dated 20 July 1999 The analytical results from the ground water samples are as follows <br /> • During the July 1999 ground water monitoring event, TPH-g, TPH-d, and various BTEX <br /> compounds were not detected in the ground water samples from the drowned wells MW I, <br /> MW2, and MW3 <br /> • Dissolved petroleum hydrocarbons were detected in samples from all the properly screened <br /> monitoring wells except the up-gradient monitoring well MW7 The highest concentrations <br /> I of hydrocarbons were detected in the water sample from monitoring well MWS, which <br /> contained 80,000,ug/l TPH-g, 9,000,ug/l TPH-d, 580,ug/l benzene, 9,400/Zg/l toluene, 4,100 <br /> µg/l ethylbenzene and 20,000µg/l total xylenes The lowest concentrations of hydrocarbons <br /> were detected in the sample from monitoring well MW6, which contained 410µg/1 TPH-g, <br /> II n /1 'rDL7 A A 1 /1 U n 9-7 /1 +-1 C '2 /1 +b-. 11 .,,. A 1? 11 +.+,1 <br /> /_.L W r,/1 L.L.11-U,-T i A4.gr 1 Ucnzcnc, V ! �. S/1 1V1U%Ilili, J J I4&1 %,Lily 1U V11Gli1 lli alill 1-7 Ak51 Mal <br /> xylenes <br /> E0 The concentrations of dissolved TPH-g decreased approximately half an order of magnitude <br /> in samples from MW6 and VW1, and increased more than an order of magnitude in the <br /> samples from MW4 and MW5 <br /> Advanced GeaEnvironmenial Inc <br /> I i <br /> I <br />
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