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City of Pleasanton Final Water Supply Assessment Stoneridge Drive Specific Plan Amendment and Staples Ranch Project 4.0 Water Agency Background and is used more as a drought supply of water and less for an annual regional supply due to Zone 7's groundwater management efforts, including the importation of surface water from the SWP. Amador Sub -Basin The Amador sub -basin is located in the west central portion of the groundwater basin and is bounded to the west by the Pleasanton Fault, to the east by the Livermore Fault, to the north by a permeability barrier of inter fingering of alluvial deposits and partly by the Parks Boundary, and to the south by the drainage divide and partly by contact with non- water- bearing formations. This sub -basin is host to the majority of high production wells and has both unconfined and confined aquifers. Waters from this sub -basin are of good to excellent quality, characterized by sodium bicarbonate, magnesium bicarbonate, and calcium bicarbonate with few instances of elevated levels of boron and nitrate. This sub -basin of Quaternary alluvium has a maximum thickness of approximately 800 feet and overlies the Livermore Formation, which may be up to 4,000 feet thick. Well production (primarily by Zone 7 and the City of Pleasanton) in this sub -basin ranges from 42 to 2,820 gpm and specific capacities of 1.1 to 217 gpm per foot of drawdown. Mocho II Sub -Basin The Mocho sub -basin has been divided into two distinct areas, Mocho I and Mocho II, by a line of very low hills thought to be exposures of the Livermore Formation. The basins are further distinguished by a change in aquifer characteristics from a sodium bicarbonate (Mocho 1) to a magnesium bicarbonate water type (Mocho II). Of the entire Mocho sub basin, only a portion of the Mocho 11 sub -basin is in the Main Basin. This portion of the Mocho II sub -basin is located in the east central portion of the groundwater basin and is bounded to the west by the Livermore Fault, to the east by thinning young alluvium and exposed Livermore Formation, to the north by the Tassajara Formation that is not hydraulically connected to the sub -basin and the Parks Boundary, and to the south by the Livermore Uplands and contact with non water bearing marine formations. Both unconfined and confined aquifers exist in the water bearing sediments. Waters from this sub -basin are of fair to excellent quality sodium bicarbonate (Mocho I) and magnesium bicarbonate character (Mocho II), with some instances of elevated boron and sodium ions. The recent alluvium ranges in thickness from approximately 10-50 feet in Mocho I and up to 150 feet in Mocho II. In both sub basins the alluvium overlies the Livermore Formation, both conformably and unconformably. The silty /clayey overburden is mostly missing. The Upper Aquifer is exposed at the surface in much of the area. Mocho I and Mocho II appear to be hydraulically connected only in the shallow alluvial deposits. Well production in this subbasin (primarily by CWS) ranges up to 950 gpm with specific capacities of 2 to 50 gpm per foot of drawdown. Groundwater Levels and Storage Historically, much of the Main Basin experienced artesian conditions. In the late 1800s, the pre- development groundwater levels in the basin created a gradient, causing groundwater to flow from east to west and naturally exit the basin as surface flow In the Arroyo de la Laguna. In the early and mid- 1900s, groundwater began to be extracted in appreciable quantities, causing groundwater levels to drop throughout the basin. As a result, groundwater levels dropped below the point where groundwater would naturally rise into Arroyo de la Laguna and exit the basin via streamflow. Water levels continued to drop in the Main Basin through the 1960s. The trend began to reverse in 1962 when Zone 7 Water Agency began importing water from the State Water Project (SWP) and later in the 1960s when Zone 7 began capturing and storing local runoff in Lake Del Valle. The first imports were utilized in an oft stream recharge facility called Las Positas Pit. This facility was operated from 1962 until the late 1970s and again, briefly, in the 1980s. Thus, after experiencing historical groundwater lows in the 1960s, Main Basin water levels stabilized in the late 1960s and started to rise in the early 19708 with the advent of regional groundwater management programs. Groundwater levels approached the "historic low" again during the vwra s WP odN I1S2O1 aerie. Rauh WWWWAFInd WeWa.o 5 -9