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ARCHIVED REPORTS_1989
Environmental Health - Public
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ARCHIVED REPORTS_1989
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Last modified
7/17/2020 3:52:44 PM
Creation date
7/3/2020 11:00:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1989
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
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_1989.tif
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EHD - Public
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�E <br />EMCON conducted a well survey of wells within 1 mile of the site perimeter (see <br />Figure 4-8 and Table 4-1). Through area reconnaissance and review of Depart- <br />ment of Water Resources records, 38 water supply wells were located; other un- <br />documented wells may exist in the area. Data was available for only 10 water <br />wells. These data show that the cased depths range form 75 to 368 feet and av- <br />erage approximately 164 feet. Recent measurements found depths to ground <br />water range from 121 to 162 feet. Most of the water from the wells is used for ir- <br />rigation purposes. Extensive irrigation (and resultant ground -water drawdown) <br />began around 1907 and has increased steadily since (Piper, et al., 1939). <br />Piper, et al. documented an average local ground -water elevation recession of <br />11 feet from 1907 to 1927, due to intensive pumping; this trend has continued. <br />The measured ground -water elevation in the Thomas well (Well No. 19 on Fig- <br />ure 4-8), located approximately 0.95 mile west of the north end of the site, has <br />declined from 48 feet MSL (depth approximately 50 feet) in 1929 to -27 feet MSL <br />in 1987. <br />The San Joaquin County Flood Control and Water Conservation District has <br />monitored ground -water levels and ground -water quality in the County since <br />1971. Ground -water elevation contour maps from the District indicate that <br />ground water is currently first encountered at elevations of -10 to -20 feet MSL, in <br />the site area. The flow gradient is regionally to the southwest. <br />Water level data acquired by EMCON during this investigation indicates that cur- <br />rent water levels in wells in the area range from elevations of -19 to -27 feet MSL <br />(Table 4-2). The local gradient is very flat over most of the area, but appears to <br />be generally to the west-southwest (see Figure 4-9). Actual local flow direction <br />conditions are believed to be influenced by seasonal pumpage of irrigation wells. <br />No springs were identified on site or within 1 mile of the proposed landfill site. <br />The area was inspected by examining aerial photographs and searching for veg- <br />etation reflective of springs. <br />PJ9 9390218A.00W 26 Rev. 0 July 20, 1989 <br />
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