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ARCHIVED REPORTS XR0009274
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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E
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EL DORADO
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2315
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2900 - Site Mitigation Program
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PR0544690
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ARCHIVED REPORTS XR0009274
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Last modified
7/24/2019 1:15:23 PM
Creation date
7/24/2019 11:51:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009274
RECORD_ID
PR0544690
PE
3528
FACILITY_ID
FA0005839
FACILITY_NAME
CASTLE AUTOMOTIVE REPAIR INC.
STREET_NUMBER
2315
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12510017
CURRENT_STATUS
02
SITE_LOCATION
2315 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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SJGOV\wng
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EHD - Public
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S M Mir M <br /> Table 1: Normalized Groundwater Elevations,Gradients and Bearings <br /> Valentine(Castle Motors) <br /> 2315 N EI Dorado <br /> Stockton,CA <br /> Project No 723 2 <br /> Date Elevation of Groundwater <br /> MW-1 MW-2 MW-3 MW-4 MW-5 MW-6 MW-101 Avg Elev Gradient Gradient <br /> GWL Flev GWL Elev GWL Elev GWL Elev GWL Elm GWL Elev GWL Elev Bearing Slope <br /> TOC 1084 10 12 1065 1096 1019 1008 1052 (ft/ft) <br /> TOS 1 -44 16 -3288 -3235 -2404 -2481 -2492 -8148 <br /> BBS -59 16 -5288 -5235 1 4404 -4481 -4492 -8648 <br /> i <br /> 618/95 -3461 -34 86 -3491 -3476 Northeast <br /> 10/19/95 -3623 -3651 -3646 -3640 Northeast <br /> 2/2/96 -3252 -3269 -32 77 -3266 East <br /> 7/1/96 -2704 -27 25 1 -2720 -2696 -2722 -2701 -27 11 Northeast <br /> 11/13/96 -2986 -30 11 -3007 -2979 -30 11 -2989 -2997 Northeast <br /> 3/27197 -2337 -23 56 -2356 -2332 -2359 _-2336 -2346 Northeast <br /> 6124/97 -23 72 -2394 -2390 -23 68 -2393 -23 71 -23 81 Northeast <br /> 1212197 -269 -27 14 -27 11 -2637 -2762 -2693 -2653 East <br /> 4/2198 -2023 -2039 -2045 -1972 -2098 -2023 -2033 East <br /> 6130198 -17 16 -1729 -1730 -1656 -1789 -17 16 -1723 Northeast <br /> 1/25/99 -1747 -1758 -1758 -1685 -1821 -1748 -1753 N580E 00202 <br /> 9/13199 -1766 -1784 -178 3 -1761 -17 86 -1764 -1794 -1774 N850E 00033 <br /> 12/16/99 -1829 -1843 -1842 -1825 -1846 -1832 -1842 -1836 N660E 00029 <br /> 5/4/00 -15 13 -1523 -1524 -1506 -15 30 -15 13 -15 23 -15 18 N700E 00033 <br /> 8/29100 -1725 -1746 -1744 -1716 -1750 -1721 -1743 -1734 N820E 00046 <br /> 12/4/00 -18 18 -1837 -18 38 -1845 -1842 -18 20 -18 35 -1833 South 00046 <br /> 3/16101 -1706 -1725 -1724 -1700 -1731 -1707 -1726 -1716 N760E 00041 <br /> 6/25/01 -1822 -1846 -1843 -18 15 -1950 -1820 -1863 -1833 N82°E 00046 <br /> 9/12101 -2120 -21 49 -2145 -21 11 -21 51 -21 17 -21 63 -21 32 N700E 00058 <br /> TOC=Top of Well Elevation(referenced to mean sea-level)Elevations surveyed by hscenced surveyor on 9/21199 City of Stockton Benchmark BM#20 used as <br /> elevation control All previous groundwater elevations were normalized to the new top of casing elevations <br /> TOS=Top of Screen Elevation,EIOS=Bottom of Screen Elevation <br /> Gradients determined by 3 point problem using MW-4,MW-5&MW-6 after 1125199 or computer generated contours <br />
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