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ARCHIVED REPORTS_XR0007452 CASE 1
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ARCHIVED REPORTS_XR0007452 CASE 1
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Last modified
10/8/2020 10:12:50 PM
Creation date
6/9/2020 10:26:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007452 CASE 1
RECORD_ID
PR0545768
PE
3528
FACILITY_ID
FA0003881
FACILITY_NAME
GENERAL MILLS
STREET_NUMBER
2000
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95242
APN
02903013
CURRENT_STATUS
02
SITE_LOCATION
2000 W TURNER RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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' k" KEEINFELDER <br /> y4 GROUNDWATER SAMPLING <br /> On June 20, 2002 groundwater samples were collected from four onsite monitoring wells MW-1 <br />' through MW-4 (Plate 1) <br /> 41 MEASUREMENT OF WATER LEVELS <br />' In order to evaluate the groundwater gradient at the time of sampling, water level measurements <br /> were made in each of the four monitoring wells at the beginning of the sampling round, prior to <br /> purging and sampling of the wells The depth-to-water was measured in each well according to <br /> the protocol described in Appendix B, Section B-4 The depth-to-water measurements were <br /> converted to groundwater elevations with respect to a local benchmark by subtracting the depth <br />' to water measurements from the surveyed casing elevations <br /> The resulting groundwater elevations were used to calculate the direction of groundwater flow <br /> and gradient This information was then used to evaluate which wells represent upgradient and <br /> which wells represent downgradient water conditions <br /> Water levels were measured on June 20, 2002 The depths to water, measuring from the north <br /> side of the rim of the PVC pipe ranged from 36 32 to 37 56 ft Groundwater elevations ranged <br /> from a high of 3 46 feet at MW-4 to a low of 2 20 feet at MW-2 Groundwater flow direction <br />' measured was approximately to the southwest at a gradient of approximately 0 004 ft/ft This <br /> groundwater flow direction and gradient is generally consistent with information from the last <br /> quarterly sampling event (Table 1) <br /> 4 2 COLLECTION OF GROUNDWATER SAMPLES <br /> A total of four groundwater samples were collected from monitoring wells MW-1 through MW-4 <br />' <br /> on June 20, 2002 The wells were purged and sampled using disposable bailers and as generally <br /> described in Appendix A A transparent disposable bailer was partially submerged into the <br /> groundwater prior to purging each monitoring well to assess the groundwater for a potential <br /> sheen and/or floating product No floating product was observed, although a sheen was noted in <br /> MW-1 along with a slight petroleum-like odor There was no sheen, or unusual odor noted in <br /> groundwater from the three remaining monitoring wells MW-2, MW-3 and MW-4 Copies of <br />' the monitoring well sampling logs are included in Appendix B <br /> Purge water from the monitoring wells was stored on site in labeled 55-gallon drums pending <br /> chemical analysis and disposal by the client <br />' 18748 T02/ST02R420 Page 6 of 11 <br /> ©2002 Kleinfelder,Inc August 29,2002 <br />
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