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SR0085141_SSNL
Environmental Health - Public
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SR0085141_SSNL
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Last modified
4/25/2022 2:46:54 PM
Creation date
4/14/2022 1:34:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085141
PE
2602
FACILITY_NAME
JOSE VALDOVINOS
STREET_NUMBER
17650
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20820015
ENTERED_DATE
4/13/2022 12:00:00 AM
SITE_LOCATION
17650 AUSTIN RD
P_LOCATION
04
P_DISTRICT
004
QC Status
Approved
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A26 REGIONAL AQUIFERSYSTEM ANALYSIS—CENTRAL VALLEY,CALIFORNIA <br /> tion of fine-grained materials within the aquifer system. 1 100 ft except locally in the southern part of the San <br /> Thus, the vertical permeability of the Corcoran Clay Joaquin Valley. In a few areas, increased recharge from <br /> Member and the many clay beds in the section may have irrigation returns has caused the water table to rise as <br /> been reduced by 1.5 to 6 times (Williamson and others, <br /> 1989). <br /> Changes in the aquifer system's vertical flow were Recharge from precipitation <br /> investigated with the finite-difference flow model as (t.5) <br /> described in chapter D (Williamson and others, 1989). Evapotranspiration <br /> Simulations suggest that the average vertical leakance 1171 <br /> increased by about an order of magnitude from the <br /> predevelopment era to the 197Ws. This increase is due to Surface-water podies <br /> the large number of wells that contain lou intervals of Stream gain <br /> "g g CENTRAL VALLEY <br /> perforated casing [fig. 17]. In some areas of the valley, -AQUIFER SYS TEM, <br /> the simulated increase in vertical leakage was more than Stream ioss <br /> three orders of magnitude. Such localized, very large <br /> increases are most logically explained by vertical move- I ,A <br /> ment of water through many wells. Simulations intended <br /> to determine possible decreases in vertical leakance due <br /> to inelastic compaction of clays were inconclusive because Recharge from precipitation <br /> of the dominant effect of vertical flow through unpumped (t.sl <br /> wells. Irrigation return Includes ground-water <br /> Rumpage and surface water sources <br /> Calculations presented in chapter D indicate that if iii.$) tg;o1 <br /> large-diameter wells perforated over a long interval are y <br /> evenly distributed, the vertical leakance of one well is r stream gain Surface-water bodies <br /> about the same as that of the fine-grained beds in about CENTRAL VALLEY • ia�31 <br /> 7 mis AQUIFER.SYSTEM <br /> � - <br /> of the aquifer system. Therefore, in areas with • . _ <br /> many wells, the vertical flow is significantly altered by Stream loss <br /> well density. <br /> Decrease in ground-water storage <br /> CHANGES 1N AQUIFER STORAGE B (0.8) <br /> Ground-water levels have been significantly altered by <br /> FICLIBE 16.—Change in regionak ground-water flow system due to <br /> development in the Central Valley(fig. 12). For the most development (all values in millions of achefeet per year). A, Prede- <br /> part, long-term declines of the water table are less than velopmenL B.Average rates during 1960's and 1970's. <br /> Sandr7and <br /> ----Clays==- <br />
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