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OMernorandum <br /> CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD . CENITF?AL VALLEY REGION <br /> 3201 S Street Sacramento, California 95816 Phone: 445-0270 <br /> TO: Antonia Vorster FROM: Jim Eckman <br /> Senior Engineer Project Engineer <br /> DATE: 21 April 1986 SIGNATURE: —------ __V_ <br /> SUBJECT: PROPOSED HARNEY LAND LANDFILL GROUND WATER MONITORING PROGRAM <br /> I have reviewed the Kleinfelder submittal and have the following comments: <br /> 1. Regional hydrogeologic data was used to design this program. Regional <br /> ground water elevation and depth maps were used to estimate ground water <br /> flow directions. The wells that provided this data are generally cased to <br /> a depth of 150 feet or more and I 'm concerned that there may be shallower <br /> ground water which is not hydraulically connected to the levels these wells <br /> are tapping. <br /> The site elevation (undisturbed) is approximately 100 feet MSL. Ground <br /> water elevations are -15 to -36 feet MSL (or 115 to 136 feet deep). Jim <br /> Parson's 22 January 1980 memo (copy attached) says he reviewed the DWR logs <br /> of the Farm Labor Camp and Lee Hall wells. The labor camp well is cased to <br /> 164 feet depth and the Hall well is cased to 180 feet. Sand and gravel <br /> layers were found above the cased depth in each well . These layers could <br /> easily be water-bearing. <br /> In fact, the Labor Camp well log shows "Sand Gravel" from 126 - 144 feet <br /> and "Sand Water" from 144 - 148 feet. Water was first found at 120 feet. <br /> Static level after well completion and development was 99 feet, 8 inches. <br /> This well was cased to 160 feet and the log shows "Brown Clay" from 154 <br /> -316 feet. If this clay is continuous and relatively impervious, this well <br /> has been providing ground water samples from the 316 foot depth and below. <br /> My point is that great care must be taken while drilling the new moni- <br /> toring wells to determine where ground water first exists. The drilling <br /> program must be flexible enough to properly adjust to actual site condi- <br /> tions. They propose to use 120 to 130 feet of solid casing above 40 to e"5 <br /> feet of slotted casing. Should ground water be encountered at 100 feet-9 <br /> for example, with a confining layer from 140 to 150 feet, they could end up <br /> creating a conduit between an upper, contaminated zone and a lower, <br /> noncontlaminated zone. <br /> 2. Without any information on the highest ground water levels, it is difficult <br /> to properly place the new wells. Plate B of the submittal isn't much to co <br /> on. If the upper ground water gradient is to the south, southeast, or <br /> southwest, the well placement shown on Plate B appears reasonable. I <br /> suggest drilling the northernmost well first and the southernmost well <br />