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m ' =WIIIIKIZINCL LOG OF WELL MW3 PROJECT- KING ISI urn RESORT LOCATION PROJECT NO .14$111-0001 DATE DRILLED LOGGED BY REVIEWED BY DRILLING COMPANY WOODWARD Q111111hir, QQ INBRILLER METHOD Hill I Ow SUDIL&LGER— ' BORE HOLE DIAMETER a IN . DEPTH DRILLED 31.5 FT DEPTH TO WATER : INITIAL ---tA----.EL STATIC 10 FT CASING TYPE PVC DIAMETER — 2„ IM SCHEDULE -40 _ INTERVAL 0 FT TO 10 FT SCREEN TYPE DIAMETER _ 2 IN SLAT SIZE n.02n IN INTERVAL 1O FT TO _30 FT FILTER PACK TYPE INTERVAL fl FT TO _ 3n FT SURFACE SEAL TYPE NEAT CEMENT MU RENTONITE INTERVAL TO R FT COMMENTS: PACE�OF-1— DETAIL D PPM BLUMININT LOG PID -SIMPLE 10 C DESCAIPTION 0-2' - Asphalt 2 4 IR07-6 CL 2'-BS/10' SANDY LEAN CLAY (GL) <40X FINE. POORLY GRADED SAND, >BOX 3 FINES. LOW DRY STRENGTH. LOW TOUGHNESS. LOW PLASTICITY, 921 2 DARK GRAY, MODERATE PRODUCT ODOR. MOIST B 4 4, 10 MW7-10 #1 20 3 r� 5 OH 6 5/10-11 5/15' ORGANIC CLAY (OH), <1OX SAND-, >IKX VINES, MEDIUM DRY 12 STRENGTH. LOW TOUGHNESS, MEDIUM PLASTICITY. DARK GRAY, NO PRODUCT ODOR, MOIST, HOMOGENOUS •• 14 1 r .•1 1 B 12 3 PT 17 5/15-1&5/20. PEAT (PT), <10X FINE SAND. >90X FINES. MEDIUM DRY STRENGTH. MEDIUM TOUGLiNES& LOW RAsTICTTY, DNRK GRAY, WET, SUGHT PRODUCT ODOR. ABUNOANT DECAYING PLANT MATERIAL r' r� P: + 2d 1 OH 165/20-215/2W ORGANIC CLAY (OH), <1DX SAND. >9OX FINES. MEDIUM DRY ' �•— # 3 STRENGTH, LOW TOUGHNESS, MEDIUM PLASTICITY, DARK GRAY, 22 ORGANICS, NO PRODUCT ODOR. WET. HOMOGENOUS 24 8 — 10 26 15 1 r`: 20 SP 215/25-31 5' POORLY GRADED SAND (SP) >9OX FINE. POORLY GRADED SAND; 2$ <'O�X FINES. LIGHT GRAY-GRAY. NO ORGANI CS, NO PRODUCT ODOR. WET, WEAK CEMENTATION. HOMOGENOUS 30 3 e 12 17 32- 313- -40- 42 23a4042