Laserfiche WebLink
2.7.3 LOCAL WELLS <br /> Wells within one mile of the project site are used primarily to supply water for <br /> agricultural and domestic purposes. Of the facilities in the surrounding area, the <br /> detention and correctional facilities north of the FL both have wells that are used <br /> to supply domestic water. <br /> The water used for dust control, compaction, and irrigation on FL is primarily <br /> supplied by a well at the entrance. The well was drilled to a depth of <br /> approximately 135 feet and groundwater occurs at a depth of approximately <br /> 70 feet. The well was likely installed before the opening of the landfill, having <br /> been previously used for agricultural purposes. It is pumped at a rate of <br /> approximately 1,500 gallons per minute at a maximum frequency of <br /> approximately eight times per hour. Forward drilled a water supply well in the <br /> northwest corner of the site to irrigate plants used to establish the riparian <br /> habitat created adjacent to the realigned North Creek. There are additional <br /> wells present on the Brochini property, which are currently used for irrigation. <br /> All water supply wells are shown on Figure A. Information on ownership and <br /> use of these wells is also presented in the JTD. Well information presented was <br /> obtained from well log files from the Department of Water Resources in <br /> Sacramento, California. <br /> 2.7.4 GROUNDWATER FLOW DIRECTION AND GRADIENT <br /> The groundwater surface and gradient are measured at the FL in a network of <br /> groundwater monitoring wells. The monitoring network for the Forward Unit of <br /> the FL currently includes 19 groundwater monitoring wells The monitoring <br /> network for the Austin Unit currently includes 14 groundwater monitoring wells <br /> and two domestic wells. The location of the wells and other monitoring points at <br /> the Forward Landfill are depicted on Figure B. Data from on-site monitoring <br /> wells indicates that the groundwater flow direction is generally to the north at <br /> gradients ranging from 0.001 to 0.005 ft/ft. <br /> 2.7.5 HYDRAULIC CONDUCTIVITY AND GROUNDWATER VELOCITY ESTIMATES <br /> To assess the insitu hydraulic conductivity of the uppermost aquifer underlying the <br /> ® Forward Unit of the FL, slug tests were performed in four wells during 1991 by <br /> Kleinfelder as part of the RCRA Facility Investigation for the closed Class I area. <br /> Forward Landfill-Project Description 2-11 BRYAN A.STIRRAT A ASSOCIATES <br /> J:\Allied\Forward\2007.0018 Lateral Expansion\Reports\Prof Descrip\021308 Final Proj Des\Sec 2.doc:2/13/2008) <br />