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CROSS SECTIONS <br />Scales 1' = SD' <br />A <br />t <br />7400 <br />7390 <br />7380 <br /> C <br />B 7415.99 <br />D <br /> 11 741s.9o N^RTH S^UTH <br />/ 0 a16.35 E <br />20 <br />7atss8 <br /> 12 386 <br />27 21 A A <br />j . <br />' 9 7 7420 - <br /> 2 <br /> 7390.00 7383.10 <br /> 7384.56 7382.64 7400 <br />5 15 7407.46 2 7383A8 -~- <br />'~391.15 6 C~ <br /> <br />S <br /> <br />I6 2 <br />7380 _ <br /> B 7404 <br />7402.88 <br />s :a4o9/ D E' <br />N" PLAN VIEW <br /> Scales 1' = 100' <br /> <br />B <br />PR^FILE - DIVERSI^N CHANNEL B^TT^M <br />Scale; 1' = 100' Horizontal <br />1' = 50' Vertical <br />B R" <br />7420 - <br />7400 <br />7380 <br />RECEIVED <br />APR 3 01997 <br />C DiVIdi0~ ~t Minar~~s & CaeDlo~ , <br />7420 <br />7400 / <br />7380 <br />7420 <br />7400 <br />7380 <br />E E' <br />7420 - <br />7400 <br />7380 <br />HIGH PLAINS ENGINEERING <br />P,O. BOX 607 <br />RATON, NEW MEXIC^ ~ 87740 <br />C505) 445-5676 <br />FIELD WORK 4/24/97 <br />SC2 FIF ID N~7TFS <br />BANEW CELK CMS~NEC~ <br />PURGATOIRE RIVER CHANNEL <br />DRW BY: RFB <br />CHK'D BY: <br />DATE: 4/24/97 <br />SCALE: AS NpTEL <br />DWG. Np, FIG 1 <br />D D, <br />