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i <br />r, <br />w 5 <br />w <br />w <br />Z <br />8 <br />x <br />a <br />0 7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />TP -24 <br />i <br />�IQ(. <br />TP -25 <br />NOTES: <br />I. FOR TEST PIT LOCATIONS SEE <br />FIGURE C. I. <br />G xtla L. Ix N11 LX-V L [a Ly_ <br />TOPSOIL <br />TP -26 TP -27/1 CLAYEY SAND <br />ii``.. // �a (AEOLIAN)'! <br />0 0...'. SANDY SILT WITH GRAVEL, BROWN TO <br />WHITISH BROWN (AEOLIAN) <br />1 A <br />SILT WITH SAND, SANDY SILT, <br />/.'a YELLOWISH BROWN (AEOLIAN) °� <br />. Z. .... Il/ j <br />2 BROWN LOOSE SILT <br />/ p (AEOLIAN)? <br />r ! <br />g v <br />SANDY SILT WITH SOME CLAY (� <br />(ALLUVIAL) - POTENTIAL TOPSOIL- <br />...... <br />4 Q j <br />DARK BROWN SILTY CLAY <br />(AEOLIAN)? <br />5 w ;v <br />LL n'.d. GRAVELLY SAND WITH COBBLES 1 Q- <br />.o.'. °.'. Z (ALLUIVAL) d� ;2 <br />X 000• SAND WITH GRAVEL _ 0 <br />w n': (ALLUVIAL - CLEAN) <br />7 D z' Pio1;0 <br />p �'91 of. y <br />. i <br />GRAVELLY SAND WITH a 140 <br />a U i UiU <br />•- SILT S COBBLES (SLOPEWASH) <br />;o a. 8 - <br />d•;q; HIGHLY CEMENTED SANDY GRAVEL WITH <br />a.::.;.'+: SOME COBBLES 8 SILT <br />:. to 9 (SANTE FE CONGLOMERATE) <br />:oG?. A':o SILTY CLAYEY SAND WITH GRAVEL <br />Q a 10 AND ROOTS SLOPEWASH) <br />o'•' b-TO, 'I SAND WITH GRAVEL, CALCAREOUS <br />CEMENTATION (ALLUVIAL) <br />11 <br />ca.Q. SILTY CLAYEY SAND, SLIGHTLY CALCAREOUS <br />12 o...6 SOMEWHAT BLOCKY (SLOPEWASH) <br />INDICATES BACKHOE S 50 L.B. SACK SAMPLE <br />REFUSAL S 5 lb. BAG SAMPLE <br />PROJECT No. PREPARED BY: FIGURE L`.5 <br />14702 <br />DATE <br />7/88 TEST PIT LOGS <br />REVISION STEF EN ROBERTSON & MRSTEN <br />0 Consulting Engineers <br />�Illllllllllll�lll���llllll�����illUl <br />0 0 0 1 2 2 3 1 <br />