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ARCHIVED REPORTS_1988
Environmental Health - Public
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ARCHIVED REPORTS_1988
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Last modified
7/17/2020 5:57:42 PM
Creation date
7/3/2020 11:00:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1988
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
CField
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_1988.tif
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EHD - Public
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' 3.2 HYDROGEOLOGY <br /> ' Most of the ground water used in eastern San Joaquin County is pumped <br /> from units below the Riverbank and Turlock Lake Formations. Signifi - <br /> cant yields from these formations are obtained only from scattered <br /> wells tapping discontinuous sand and gravel layers. <br /> EMCON conducted a survey of wells within a 1-mile radius of the site <br /> ' in order to establish local ground-water conditions. Through area <br /> reconnaissance and review of Department of Water Resources records, <br /> 38 water-supply wells were located. Specific well construction data <br /> ' were available only for 10 wells. These data show that the cased <br /> depths for local wells range from 75 to 368 feet and average 164 feet. <br /> Most of the local wells are used for irrigation. Extensive <br /> g irrigation <br /> and resulting ground-water withdrawal began around 1907 and have <br /> increased steadily since. As a result of pumping, ground-water levels <br /> ' have declined significantly over the years. The water level in a well <br /> within 1 mile of the site has declined from an elevation of 48 feet <br /> MSL in 1929 to -27 feet MSL in 1987. <br /> Water-level data acquired by EMCON during the current investigation <br /> ' indicate that current water levels in wells in the area range from <br /> elevations of -19 to -27 feet MSL (depths of 125 to 150 feet) . The <br /> local gradient is very flat over most of the area, but appears to be <br /> generally to the west-southwest. Ground water was found in site wells <br /> ' (both water-supply and monitoring wells) at depths ranging from 124 to <br /> 156 feet. <br /> ' Results of both in situ and laboratory permeability testing are sum- <br /> marized on Table 3 of Appendix A. Test results confirm the low per- <br /> meability of generally fine-grained sediments in the over 100-foot- <br /> thick unsaturated zone. Permeabilities from tests by EMCON range from <br /> 1 x 10-6 to 2 x 10-8 centimeters per second (cm/sec) . Similar values <br /> were obtained during previous site investigations by another <br /> ' PJ9 9390209A.00D 8 <br /> EM(on Associates <br />
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