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ARCHIVED REPORTS_XR0007387 CASE 1
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ARCHIVED REPORTS_XR0007387 CASE 1
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Last modified
10/8/2020 10:15:46 PM
Creation date
6/9/2020 10:22:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007387 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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KLEINFELDER <br /> 4. GROUNDWATER SAMPLING <br /> Groundwater samples were collected during the Second Quarter 2005 sampling event <br /> ` on May 27, 2005 The groundwater samples were collected from four onsite monitoring <br /> wells MW-1, MW-2, MW-3, and MW-4 at the General Mills facility (Plate 1) <br /> 4.1 MEASUREMENT OF WATER LEVELS <br /> In order to evaluate the groundwater gradient at the time of sampling, water level <br /> measurements were made in each of the four monitoring wells at the beginning of the <br /> sampling event prior to purging and sampling of the wells The depth-to-water was <br /> f measured in each well according to the protocol described in Appendix A, Section A-4 <br /> The depth-to-water measurements were converted to groundwater elevations with <br /> respect to a local benchmark by subtracting the depth to water measurements from the <br /> surveyed casing elevations <br /> The groundwater elevations were then used to calculate the direction of groundwater <br /> flow and gradient This information was then used to evaluate which wells represent <br /> upgradient and which wells represent downgradient water conditions <br /> The depths to water at the four wells, measuring from the north side of the rim of the <br /> PVC pipe, ranged from 38 01 feet below top of casing (approximate ground surface) at <br /> MW-1 to 39 16 feet in MW-2 Groundwater elevations during the first quarter 2005 <br /> sampling event ranged from a high of 1 87 feet at MW-4 to a low of 0 51 feet at MW-2 <br /> (Table 1) Groundwater flow direction was calculated to the southwest at a gradient of <br /> f approximately 0 004 ft/ft during the second quarter 2005 (Plate 2) <br /> r4.2 COLLECTION OF GROUNDWATER SAMPLES <br /> A total of four groundwater samples were collected from monitoring wells MW-1 through <br /> MW-4 during the Second Quarter 2005 sampling event, which was conducted in May <br /> 27, 2005 The wells were purged and sampled using disposable bailers and as <br /> generally d escribed I n K leinfelder's Protocol (Appendix A) A transparent disposable <br /> bailer was partially submerged into the groundwater prior to purging each monitoring <br /> well to assess the groundwater for a potential sheen and/or floating product No <br /> t petroleum odor, floating product or sheen was observed in perimeter monitoring wells <br /> MW-2, MW-3, and MW-4 A strong petroleum odor, sheen, and approximately 1/8 inch <br /> (0 012 f eet) of f loating p roduct was observed in the groundwater purged from MW-1 <br /> ' during this sampling event Copies of the monitoring well sampling logs for the Second <br /> Quarter 2005 are included in Appendix B <br /> 28209 T09/ST05R1323/DH Iv Page 6 of 12 <br /> ©2005, Klemfelder, Inc October 21, 2005 <br />
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