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ARCHIVED REPORTS_XR0008137
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2900 - Site Mitigation Program
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PR0504943
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ARCHIVED REPORTS_XR0008137
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Last modified
6/18/2020 1:13:26 PM
Creation date
6/18/2020 12:09:44 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008137
RECORD_ID
PR0504943
PE
2951
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
02
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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These modeling results illustrate the relationship between potential groundwater impacts and <br />' depth to groundwater for this site, and demonstrate that the significant issue is the question of what <br /> groundwater levels may be expected in the future As described above in Section 3 3 2, groundwater <br /> levels have been trending downward for several decades as a result of overdraft conditions Shorter <br /> periods of higher and lower groundwater levels result from temporary periods of greater than normal <br /> and less than normal precipitation, respectively This pattern is expected to continue into the <br />' foreseeable future <br /> Groundwater levels of approximately 35 feet bgs were measured when monitoring wells were <br /> initially installed at the site in July 1987 As shown by the hydrograph in Figure 8, those water <br /> Ievels were measured when regional groundwater levels were at a 25-year high, and have since <br /> declined to as much as 70 feet bgs, which apparently represents another extreme It seems most <br /> 1 likely to expect groundwater levels in the future of about 50 to 60 feet bgs If groundwater levels <br /> were to rise to 35 feet bgs, the recovery would take several years, and would then not be maintained <br /> for more than a few years, based on historical data <br /> i <br /> 1 <br /> 1 <br /> 1 <br /> SAC 116 07 14 AUGUST 1994 <br /> DAMES &MOORE \ <br />
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