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ARCHIVED REPORTS_XR0005346
Environmental Health - Public
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ARCHIVED REPORTS_XR0005346
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Last modified
3/16/2020 7:15:30 PM
Creation date
3/16/2020 4:59:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005346
RECORD_ID
PR0545550
PE
3528
FACILITY_ID
FA0003973
FACILITY_NAME
SHOCKEY & SONS TRUCKING
STREET_NUMBER
850
STREET_NAME
MILGEO
STREET_TYPE
RD
City
RIPON
Zip
95366
CURRENT_STATUS
02
SITE_LOCATION
850 MILGEO RD
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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ry� <br /> 3' 14 May 1998 <br /> AGE-NC Project No. 95-0185 <br /> Page 2 of 4 <br /> transferred into two 40-m1 VOA vials containing 0.5ml of 18% hydrochloric acid as a sample <br /> ' preservative and into one 1-liter amber bottle without preservative. After collection, the samples <br /> were placed in a chilled container and transported under chain-of-custody to McCampbell <br /> ' Analytical, Inc. (MAI). Each sample was analyzed as follows: <br /> • By EPA Method 8015 M for total petroleum hydrocarbons quantified as gasoline and diesel <br /> ' (TPH-g and TPH-d), <br /> • By EPA Method 8020 for volatile aromatic compounds(benzene,toluene,ethyl-benzene and <br /> ' total xylenes: BTE&X) and methyl-tert-butyl ether (MTBE), and <br /> • By EPA Method 8260 for other oxygenated fuel additives tertiary butyl alcohol (TBA), di- <br /> isopropyl ether (DIPS), ethyl tertiary butyl ether (ETBE) and tertiary amyl methyl ether <br /> ' (TAME) and to confirm and quantify MTBE detected by EPA Method 8020. <br /> 3.0. FINDINGS <br /> 3.1. GROUND WATER GRADIENT AND FLOW DIRECTION <br /> The relative elevation of ground water in each well was calculated by subtracting the ground water <br /> ' depth from the surveyed casing elevation. Monitoring well casing elevations were surveyed relative <br /> to MW-4, which was assigned an arbitrary elevation of 60 feet. <br />' During the April 1998 sampling event,the depth to ground water below the tops of the well casings <br /> at the site ranged from 16.84 to 17.48 feet. Ground water elevations have increased an average of <br />' approximately 3.96 feet in all wells since the last quarterly monitoring event. The ground water flow <br /> direction determined from the data collected during the April 1998 sampling event was toward the <br /> southeast, at a hydraulic gradient of 0.0004 ft/ft. The relative ground water elevations at the site are <br />' contoured on Figure 3 - Relative Ground Water Elevation. <br /> Ground water at the site has a very low gradient. At such a low gradient, normal measurement error <br />' can equal or even surpass the inferred elevation differences between wells, and can greatly influence . <br /> the inferred ground water flow direction determination. The regional ground water flow direction <br /> is generally southwest. Small measurement errors or minor changes of local recharge and/or <br /> discharge of ground water may have produced the observed variation of ground water flow direction - - - <br /> z from the regional flow direction. <br /> Advanced GeoEnvironmenlal,Inc. <br />
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