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SR0084717_SSNL
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Last modified
2/17/2022 12:18:44 PM
Creation date
1/13/2022 9:53:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084717
PE
2602
FACILITY_NAME
285 S AUSTIN RD
STREET_NUMBER
285
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
22802048
ENTERED_DATE
1/12/2022 12:00:00 AM
SITE_LOCATION
285 S AUSTIN RD
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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GROUND WATER IN THE CENTRAL VALLEY, CALIFORNIA <br />TABLE 2. Specific-storage values (SJ for aquifers in the Central Valley <br />Specific-storage <br />coefficient <br />(per foot) <br />A15 <br />Source of data Remarks <br />Fine <br />grained <br />Coarse <br />grained <br />Elastic <br />Poland <br />(1961, p. B53) <br />1.4x10- <br />Riley and <br />McClelland <br />(1972, p. 77) <br />Helm <br />(1978, p. 193)) <br />0.7 to lx 10- <br />4.5x10- <br />Assumed 1,000 ft of <br />aquifer thickness <br />of which 700 ft is <br />coarse and 300 ft <br />is fine. Estimate is <br />for coarse material <br />only. <br />Detailed leaky-aqui- <br />fer analysis of <br />pumping tests near <br />Fresno, San Joa- <br />quin Valley. <br />Average of several <br />model runs. <br />Inelastic <br />Poland <br />(1961, p. B53) <br />Helm <br />(1978, p. 193) <br />2x10- <br />3x10- <br />For 300 ft of clay <br />with inelastic stor- <br />age coefficient of 5xlO-2 . <br />Average for seven <br />sites; range, <br />1.4xl(T*to <br />6.7 xKT4 . <br />samples. However, the average Kh of the entire Central <br />Valley aquifer system is estimated to be 6 ft/d based on <br />calibration of a regional ground-water flow model <br />(Williamson and others, 1989). This value is somewhat <br />less than the average value for sand but probably reflects <br />the lateral discontinuity of sand beds and more accurately <br />represents the conductivity that controls ground-water <br />flow on a regional scale. The average hydraulic conduc- <br />tivity of the Sacramento Valley is about one-half the <br />average for the San Joaquin Valley, probably because of <br />more fine-grained volcanic-derived sediments in the <br />Sacramento Valley (Williamson and others, 1989). <br />GROUND-WATER FLOW SYSTEM <br />REGIONAL FLOW <br />Regional ground-water flow in the Central Valley is <br />strongly influenced by the numerous clay and silt lenses <br />that are present in the aquifer system. Different view- <br />points on the role of the fine-grained lenses have resulted <br />in two concepts of the aquifer system, as follows: <br />1. Until recently, most investigators considered the <br />Sacramento Valley as containing one unconfined <br />aquifer (Bloyd, 1978) and the San Joaquin Valley as <br />containing two aquifers separated by a regional <br />confining unit. The San Joaquin sequence was de- <br />scribed in descending order by Poland and Lofgren <br />(1984) as a semiconfined aquifer (upper water-bear- <br />ing zone), a regional confining unit (Corcoran Clay <br />Member of the Tulare Formation), and a confined <br />aquifer (lower water-bearing zone). <br />2. More recently, Williamson and others (1989) pro- <br />posed the concept of a single heterogeneous aquifer <br />system for the Central Valley. This concept is that <br />"the entire thickness of continental deposits is one <br />aquifer system that has varying vertical leakance and <br />confinement depending upon the properties of fine-
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