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785+00 <br /> 790+00' <br /> LH-16 00 PROPOSED oa <br /> CAMANCHE <br /> PROPOSED EQUILIZATION U <br /> CAMANCHE _ TANK ♦♦ <br /> i i.. 20+0 <br /> 'PUMPS 5+00 <br /> -17- / �0 04) <br /> RC <br /> O \ <br /> SR-2 G �' <br /> (2004) �� SR-3 G L 15+00 Tr f OC2-20 <br /> o +00 L 8 I 1 <br /> 10 —__..,. �.., 30+00 +00 <br /> H 6 PROPO <br /> f <br /> J m CAMANCHE <br /> SUB STATION <br /> L L L <br /> to tl1 O p M O M <br /> ro Z N W fn W <br /> r � 7O � ZtfN <br /> N 2 0 U rn <br /> 0+00 JM _j LO Jto_j IrI— J � JM ON <br /> S34E I I I N I I 35+00 <br /> 240 SR-1 &SR-2 240 <br /> GRC(2004) <br /> Several feet of materials with Vp=8530 to APPROXIMATE GROUND SURFACE <br /> 230 —9160 ft/s;possibly overlying materials(sandstone?) 230 <br /> with lower Vp(GRC,2004) <br /> 220 _......L.. 50 of 220 <br /> Ag.WI,MH 50/Ref <br /> 210 14 ...._.... .. W 50/Ref 210 H <br /> SR-3 SR-4 W <br /> GRC 2004 GRC 2004 W <br /> 0 50 00 ( ) ( ) 50/Ref Ll.. <br /> ROD( o) 410 *—� Z <br /> 200 so/Ref 200 p <br /> TD 17' Vp=1070 ft/s Vp=7660 to 7810 Ws several feet thick <br /> possibly overlying materials(sandstone?) foo/Rer Q <br /> with lower Vp(GRC,2004) <br /> 190 Vp=3740 to 3680 ft/s 190 W <br /> TD 30.3' <br /> 180 180 <br /> Boring for LH-6 through LH-10 ' <br /> data not available Vp=5250 to <br /> 170 at time of report. ', 5340 ft/s PROPOSED PIPELINE <br /> 170 <br /> 160 160 <br />