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C C, <br /> West East j <br /> Shell-branded Service Station <br /> . a CL 341 East Main Street <br /> 2 U 0 V U <br /> 48.Q0' 35.00' 45.50' rng 45.00' 42.00' 61.00 61.00 73.Q0' Ripon, California <br /> 0 I� •, p ,-, —� �A' ----- - �f �T7 ��, ' '. _ � 0 . <br /> � �i /% <br /> gr <br /> / /%!,,, !/ / / ///�////;//.%/'///if�%F///////;//%./%//�jr,///j',�//��/�//�////i�•/';�/'////i/j����/j/j/�/r�//%/�i%/////i/%//��/r�j///i/�%/r j����//j'��/r ////i // ///j/j///�///�/,/ Drawn By: Approved <br /> v_ed B_ <br /> y:/;rm/w/ Designed By: G.Glasser <br /> ' B.JakubQ.Ratch <br /> e <br /> Revisions ey:j//// /r // / /,/,/ Date:/ <br /> 20 2 — <br /> NO�/���// // / / / Description:/ /./� �/ Geologic crass sections at 341 East Main 5tree1,Ripon,California <br /> I <br /> y30 <2.011 <br /> , 00 ,0 30 <br /> 27. <br /> e 170,000 <2.0 <br /> 40 /i,/%%i / ��/ / �,// ///%/' /� ��i/j /,/%�/��/ /// / ,/ / ao <br /> i // /i, �// // // ,/ //% / <br /> 120 <br /> w 50 % 50 Geologic i gic Cross Sections <br /> Q,%////�, <br /> 14i /•• .. e e �`�:• , ;o •• <�.a a •: ". .o a p � �� <br /> D Do C A M B R I A <br /> 80 North South 90 <br /> m <br /> a � <br /> LnCL <br /> rd U W C3 0 <br /> 76.00' 55.00' 42.00' 61.00' 67,OV <br /> LEGEND <br /> 10 10 <br /> Low to Moderate Hydraulic <br /> Conductivity Soil / <br /> 20 20 4 <br /> High Hydraulic RMWEIM//Conductivity Soil <br /> a 30 30 <br /> <2.0 <2.0 <br /> <1.0 <br /> 7 WelVBoring Designation <br /> a / /Designation <br /> 20— <br /> 67.00' Total Depth of boring o <br /> a <br /> i 50 / / / 50 o w - ------ - e R <br /> Static Water Level ' / �• ' :s,Q10 - Scale (ft) <br /> / o �- <br /> �// 14,: . w , <br /> / n. <br /> MTBE Concentration "� a{ <1.0 <br /> 141— in Ground Water in ug/L <br /> L 0 40 <br /> Well Screen 70 70 ll <br /> 80 80 <br /> FIGURE <br /> 01/28/00 G3RIP-3411FIGURES\SYSTEM-DRAWINGICRSS-SEC.DWG } <br />