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ARCHIVED REPORTS_XR0007415
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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P
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PACIFIC
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6131
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3500 - Local Oversight Program
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PR0545003
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ARCHIVED REPORTS_XR0007415
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Last modified
11/27/2019 11:36:17 AM
Creation date
11/27/2019 11:20:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007415
RECORD_ID
PR0545003
PE
3526
FACILITY_ID
FA0002324
FACILITY_NAME
Pacific Service Station
STREET_NUMBER
6131
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09746418
CURRENT_STATUS
02
SITE_LOCATION
6131 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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1 <br />' QUARTERLY GROUND WATER MONITORING REPORT <br /> 6131 Pacific Avenue Stockton California <br /> Page 4 <br /> TABLE 2 (continued) <br />' b. ) Lead and Coliform Constituents <br />' Total Total Fecal <br /> Well Sample Lead Coliform Coliform <br /> No. Date ug/L (ppb) MPN/100ml MPN/100m1 <br />' MW-1 7/23/90 NA 5 <2 <br /> 10/09/90 5 13 <2 <br /> 1/10/90 NA 16 Neg. ** <br />' MW-2 7/23/90 NA 33 <2 <br /> 10/09/90 BDL 21 <2 <br /> 1/10/90 NA <2 . 2 Neg. ** <br />' MW-3 7/23/90 NA 540 33 <br /> 10/09/90 BDL >/= 2400 920 <br />' 1/10/90 NA 16 Pos. ** <br /> NOTES: MPN/100ml = Most Probable Number of bacteria per one <br /> hundred milliliters (MPN) . <br /> BDL Not present at or above detection limits. <br /> * - Trace of free product observed. <br /> ** = Fecal analysis result by Colilert method <br /> does not yield a MPN/100ml <br /> NA Not analyzed. <br /> >/= - Greater than or equal to. <br /> Results submitted in Petroleum hydrocarbons volatile (PHV) are <br /> comparable to total petroleum hydrocarbons (TPH) . <br />' 3. 0 QUARTERLY MONITORING RESULTS <br />' Presented below is a summary of the results of Aegis' ongoing <br /> ground water elevation monitoring and ground water sample <br /> analytical testing. <br /> 3. 1 Ground Water Elevations <br /> Observed ground water elevations ranged from 42 . 97 to 44 .70 feet as <br /> referenced from a temporary bench mark with an assumed elevation of <br /> 100 feet above mean sea level. The ground water surface was <br /> observed to range from approximately 55 to 57k feet below existing <br /> grade. Based on the ground water elevation contouring of the water <br /> level measurements, the hydraulic flow direction has continued in <br /> 90.020A RPT <br /> 90-020 OMR <br />
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