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i • ", J <br />VbeQrtrard•Gltid_v Coeettliseetq <br />' TTP -38 TTP -37 TTP-36 TTP -35 TTP -34 I TTP -33 TTP -32 I1 <br />r I E1.8585 El. 8587 El. 8584 El. 8587 El. 8588 El. 8588 E1.8589 <br />STA. ALONG DECANT LINE — STA –2 +00 STA. 0+00 STA. 2 +00 STA. 4 +00 STA. 6 t00 STA. 6 t 50 STA. 6 t 25 <br />1350 Rt. 1000 Rt. 650' Rt. 525' Rt. 395' Rt. I 100' Lt. 300' Lt. 8590 <br />8590 ... <br />I- GROUND SURFACE ^' w <br />w p' w <br />Z <br />0 6 c ° :0 8580 0 <br />0 8580 d C: p. r 0 0•' 1 :•a �': 1- <br />a _ <br />s ' <br />r- > 0 g' 0 . p o•. ' t o• J <br />W w <br />J' <br />W <br />PROPOSED BOTTOM OF ° <br />SEEPWATER COLLECTION OF DECANT LINE 8570 <br />'— 8570 CHANNEL. <br />2000 1500 1000 500 O 500 <br />DISTANCE IN FEET FROM 4- OF DECANT LINE 1LONG E OF SEEPAGE COLLECTION CHANNEL <br />SECTION I -II <br />L E G E N D <br />aTOPSOIL, CLAYEY, SANDY, SILTY, HIGHLY ORGANIC, MICACEOUS, <br />N ROOTS, GRASS, MOIST TO WET, DARK BROWN. N 0 T E S: <br />LAMINATED LOOSE CLAYEY SILT AND SOFT SILTY CLAY, SANDY, 1. TEST PITS (DESIGNATED 11TTP11) WERE 13ACKHOE <br />I <br />MICACEOUS, VERY MOIST TO WET, GRAY TO BROWN (ML -CL). EXCAVATED ON OCTOBER 16 — 17, 1969. <br />© CLAY, MEDIUM STIFF TO STIFF, SILTY, LOW TO MEDIUM PLASTI- 2. ELEVATIONS ARE APPROXIMATE AND WERE TAKEN <br />CITY, SLIGHTLY GRAVELLY, MOIST TO VERY MOIST, BROWN TO FROM TOPOGRAPHY FURNISHED BY W. W. WHEELER <br />GRAY (CL). AND ASSOCIATES. <br />GRAVEL, MEDIUM DENSE TO VERY DENSE, CLAYEY, SANDY, OCCASIONAL 3. TEST PIT LOGS IN THIS REPORT ARE SUBJECT <br />COBBLE, MICACEOUS, MOIST TO WET, OLIVER BROWN TO BROWN (GC). <br />� TO LIMITATIONS, EXPLAPJATIONS AND CON- <br />CLUSIONS OF THIS REPORT. <br />�® GRAVEL, DENSE TO VERY DENSE, SILTY, SANDY, COBBLY, MOIST, <br />e TO WET, BROWN (GM). <br />b: GRAVEL, MEDIUM DENSE TO VERY DENSE, SANDY, COBBLY, CLEAN <br />r <br />TO SLIGHTLY SILTY AND CLAYEY, WET,BROWN (GM, GP, GW). <br />o. FREE WATER LEVEL AND NUMBER OF HOURS AFTER DRILLING THAT <br />MEASUREMENT WAS TAKEN. <br />INDICATES PRACTICAL DRILL RIG OR BACKHOE REFUSAL. <br />1 111111 ulll IIIII11111 glll IIA IIA <br />21234 <br />JOa No. 20997 -1407 SUMMARY LOGS OF TEST PITS <br />PROPOSED SEEPWATER <br />Prepared by: R H S COLLECTION SYSTEM <br />LOWER TAILING STARTING DAM <br />Date: 2/1/83 HENDERSON WEST PROJECT C <br />r FIG. A -8 <br />