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<br />J <br /> <br />/ <br /> <br />This project should develop about <br />55.009 acre-feet of \l\(ater during droughts <br />to-augment SWP water supplies. As cur- <br />rently proposed. tht~ project is anticipated <br />... <br />to last about 40 years. <br />, <br />Conjunctive use ::>rojects include <br />groundwater rechal'ge,and groundwater <br />recovery componen:s. Recharge is typically <br />. done with a series of infiltration ponds that <br />. - - <br />allow surf;ice water to percolate into the <br />aquifer system. and recovery is done with a <br />number of wells that extract water from the \ <br />aquifer system., In the Sacramento Valley. <br />geologic conditions are generally not con- <br />ducive to rapid per~olation of :mrface.wa- <br />ter. so in-lieu recharge is used. This will <br />require delivery of SWP water to water dis- <br />tri,cts in the project area that llse , <br /> <br />c <br /> <br />, <br /> <br />, <br /> <br />~ <br /> <br />groundwater, thereby reducing their_de- <br />mands on the aquifer system.' Surface wa- <br />ter facilities would need to be constructe~ <br />to deliver SWP water &om the Feather River <br />to the project participants' seivice areas. , <br /> <br />In project feasibility studies. 1;he Sacr~ c <br />. mento River Index has been used to'indi- <br />cate when recharge and recovery would <br />occur. The SRI is a measurement of the <br />,total uhimpaired flow of the Sacramento, <br />Feather. Yuba. and Ameri€an rivers. and, <br />is a reliable indicator of the overall sur- <br />face water supply in the Sacramento River <br />drainage basin during a specific year. <br /> <br />For planning purposes, when the SRI is' <br />classified as above normal or wet. ,project <br />recharge would occur. When the SRI is <br /> <br />'\ <br /> <br />/ <br /> <br />/ . . <br />, Figure 1; Relative Piezometric Head Changes and Ground'Surface Displacement <br />Sutler Extensometer <br /> <br /> I - <br />- <br /> Q. <br /> W- "'9 'r"\ \ <br /> """ , <br /> I ~ <br /> , , IAj \~ J <br /> ~ !\ <br /> - ) M1 ~ ~ <br />~rn- 1 \VI \ ,......., ~ \\: " <br />j It'I \. '" <br />~K , <br />- I J " /" T I <br /> . ~ <br />~ I , , <br />J <br /> '\, ./ - <br /> - <br /> I ~ - " <br /> . ' 1 <br />, , <br /> -110'-120'Aquifer <br /> -185' -195' Aquifer <br /> . <br /> 295' - 305' Aquifer , <br /> 880' - 890' Aquifer <br /> -Relative Ground Surface Displacement <br /> I T <br /> <br />0,020 <br /> <br />0,010 <br /> ~ <br /> . <br /> .! <br /> "if <br /> . <br /> E <br /> . <br />0,000 u <br />~ <br /> C. <br /> 0 <br /> i3 <br /> . <br /> u <br /> -!! <br />-0,010 ~ <br /><Il <br /> "C <br /> 0 <br /> ~ <br />.e <br /> '" <br />-0,020 ~ <br />'" <br /> ~ <br /> ~ <br />-0.030. <br /> <br />-0,040 <br /> <br />-15,0 <br />Apr- Jun- Aug- Oct- Dec- Feb- Apr- Jun- Aug-. Oct- Dec- Feb- Apr-" Jun- Aug- Oct- <br />94 94 94 94 94 95 95 95 95 95 95 96 96 96 96 96 <br /> <br />- 14 . <br />