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Ul y <br /> (fi <br /> Hall Faulkner <br /> 61.72 061,64d <br /> Rustan <br /> 62.56 <br /> WaVernahs:Rd '.y fwlisjFj=24 L er Iis-Rd= W Velnalls.Rd_W-Ve <br /> I <br /> Phase B t <br /> t <br /> 1 t <br /> 1 I <br /> Phase A5 l5 <br /> Phass AJ 'r 0) <br /> 4S/6E-5A1 <br /> Phase Ad S.Tracy#1 �58 44 <br /> I I <br /> S. Tracy <br /> Phase #9054 <br /> Al <br /> ■ <br /> S.Tracy#3 <br /> Phase 7 <br /> 4o,3c Zrer Cr :ranite#4 <br /> L <br /> of <br /> Granite#5� Y ti <br /> h x <br /> Phase d <br /> Granite#3 p <br /> rr •- + - Phase V <br /> Phase ,Brown's#1 �' <br /> 4 Phase D <br /> Phase C1 <br /> Brown's New <br /> E Phase C2 <br /> M Nos At i <br /> Phase 1 <br /> 11. . <br /> Explanation <br /> Shallow Well <br /> SI-, ■ Deep Well <br /> _Groundwater Elevation <br /> Contour(ft,msl) <br /> ♦ Groundwater Flow Direction <br /> Granite <br /> / Teichert Central <br /> Teichert East and West <br /> Data sources: <br /> ' �// � USGS-waterways,DEM;DWR-subbasin <br /> - <br /> r 1 boundaries;US Census-cities <br /> j�Jf♦ 0 0.13 0.25 0.5 <br /> Miles <br /> seis4soe serverNeaneWTacheitalis GranitekT V N <br /> Contours of Equal Groundwater Elevation, February 2024 <br /> Luhdorff & Teichert Aggregates and Granite Construction Company <br /> Scalmanini Vernalis Area, San Joaquin County Figure 14 <br /> Consulting Engineers 2024 Annual Groundwater Monitoring Report <br /> Teichert Aggregates and Granite Construction Co. <br />