2012-05-10_REVISION - M1977342 - Laserfiche WebLink

Home Browse Search

TH 2 +00 N 190166.2 E 1831594 0 S 10 15 r 25 30 35 40 0 5 10 115 20 25 30 6+00 189819.8 1631837 20/12 (23.3, 8/12 2. 18, 6.9) 5/12 /12 (30. 8. 43, 19.2) 10 +00 189604 2 1832088 TH-C1 12 E- 1 .13/12 0 30.29/12 x14/12 x31/12 1 SYMBOL LEGEND 9/12 TH -C2 TH -C3 71/12 50/2 ✓ r I • X 15/12 x19/12 • Y ; i • 19/12 •-16/12 / / • • 50/3 /19/12 NDCA1ES 21 BLOWS r A 140 LB 21/12 IAMMER 98.080 30 INCHES WERE REAMED TO DANE A 2 -111CH 0.0 SPLIT SPOON SAMPLER 12 INCHES INDICATES 15 BLOWS Of A 140 LB. D15/12 IWI41 PLUM 30 INCITES WERE REINED TO DANE A 2 -20I ID. GAIFOKNA SAMPLER 12 WINS 1 3/12 (29, 13, 26, 11.6) s *WPM GRADIML (Amax IN EATERN.5 EXACT SIRATORAPHY CREWE NOT LOOTED. MOATS 2 -1/CI DIMMER SLOTTED PVC PPE INSTALLED 13 +50 189243 1832186 GHT 1/12 (54, 38, 7, 219) /12 CT (37. , 287) 3 2 /12 CT (41, 23, 27, 17.4) /12 (39, 3. 17.9) 42/12 CT 16 +50 189044.8 1832294 1 5/12 (50, 34, 42,168) 28/12 CT [//}20/12 /12 (✓2 24/12 4e. 32, D, 17.3) 20+00 188849.7 1832412 I FSIFND ' 44 . 4 TH -C4 TH-05 1/12 0/12 LEGEND g El 4 1 5/12 (25, 3, 25, 149) / i' X 14/12 'Y -9/12 14/12 4 . - 13/12 i / • • • 39/12 'A -17/12 • • X 'l 45/12 '/ -71/12 X ✓ 50/1 25 +00 30+00 188820.2 186419.8 1632950 1633241 IK 15/12 22/12 49. 21. 26.8) 50/3 TH-C6 TH -C7 21/12 15/12 21/12 OAT. SANDY, 5011E OPAVEL 70 GRAAELLY, PEACE TO SID. PAM. SOME CRAWL. MEDIUM DENSE TO VERY O 15110. REDDISH BROWN TO BROWN DRY TO WET (SC) SAID. DEWY. SOME CRAWL MEDIUM DENSE TO WRY SENSE. REDDISH 80114 TO BROWN ORY 10 sEr (SM) GRAVEL, OAYEY. SOME SAND, TRACE SLT, REDDISH D ROWN TO OW. CRr TO VERY MOST (GC). INDICATES WATER LEVEL OBSERVED N TEST TOLE DURING DRUM • INDICATES NAM LEVEL NIEMPREIFO FROM WATER CONTENTS OF TEST HOLE SAMPLES 33+50 188048.3 1833251 {7.,1 (271 F F , 44, 18.8. 4) 5/12 -25/12 32/12 «23/12 , ` • 47/12 39, 17. 45, 19.7) 13/12 15/12 1/12 10/12 1/12 STIFF TO HARD, MOIST, REDDISH BROWN TO BROWN TO GRAY TO DINE GRAY. CLAY, SANDY CLAY WITH SOME CRAWL (CO MEDIUM DENSE TO DENSE, MOIST TO VERY MOIST, GREEN TO GREENISH BROWN 70 RE00511 BROWN TO RED TO GRAY TO BROWN TO WHITE. SILTY SAND. CLAYEY SAND, CLAYEY SILT, SANDY SLT WITH SOME CRAWL, CLAYEY SETT SAND (5M, SC, ML. SP, 5C -SM) MEDIUM DENSE VERY MOIST. REDDISH BROWN. CLAYEY SILTY GRAVEL (CC -GM) 8/12 TH - C8 2 0/12 (23, 5, 20, 10.7) NOTE 4/12 3/12 21/12 40 +00 45 +00 187531.6 187275 1 1833814 1634076 1 4/12 24, 7 11 3) MI 4 TH -C9 TH -C10 • r Y, t - 12/12 Y. / T y • -18/12 k'F17/12 L 25/12 50 +00 187093.2 1834534 1 9/12 (20, . 13.8) AUGER REFUSAL 14/12 UTE CREEK 186950 1 1834787 /12 /12 1. SEE 01D11PE 2 -1 FOR PIN/ NEW SHOWNO TEST 118E I0CAION AND COORDINATES 1 CT CALIFORNIA SAMPLE COLLECTED 0 5 - 10 - 20 25 - 30 N E - o 2 2/12 - 5 (23, 6 9 B) 1 /12 29/12 40/12 - 10 (33.16 35, 9.6) 3/12 EzL19/12 VL /12 (i•- .L50 /6' -15 -20 151 INDICATES OPEN WELL P1020ME1ER INSTALLED N TEST HOLE SOLID BOX INDICATES SCREENED SECTION (23. 2, 16, 8.9) INDICATES UQUID UNIT PLASTICITY INDEX, PERCE74T PASSING /200 SIEVE BY WEIGHT) AND NATURAL MOISTURE CONTENT F THE SAMPLE INDICATED. 18/12 INDICATES 18 BL0915 OF A 140 -LB TRAINER FALLNO 30 -ACHES WERE REQUIRED TO DRIVE A 2 -NCH DIAMETER SAMPLER 12- INCHES E INDICATES GRADUAL CHANGE N MATERIALS. EXACT 51881)08 PHY CHANGE NOT LOCATED. INDICATES FREE WATER LEVEL MEASURED 1 DAY AFTER DRIWNG N 0 5 10 g15 20 25 30 - LEGFND B 0 +50 190242.2 1831608 IS 22/12 0 5 10 15 20 25 30 - B 4+00 190833.2 1831382 /12 51. 34, ( 9. 16.3) 21/12 i 26/12 33, 31, 93, 38.4) 22/12 / 17/12 26/12 T�1'V'' 8 7 +00 191029.8 183/557 TH - C11 TH - 012 TH - C13 8/12 0/12 SYMBOL LEGEND 1 - 26/12 14/12 , -61/12 : 34/124 -50/6 72/12 INDICATES 21 660N5 OF A 140 LB. 21/12 HAMMER TALLIMO 30 NAES WERE REOOIED TO ORIVE A 2 -904 OA SPLIT SPOON SWUM It NNES INDICATES 15 BLOTS OF A 140 L8 015/12 19NRIU FNI/O 30 mass WERE RECLAIM TO DRIVE A 2 -104 AD DILOKMA SAMPLER 12 NI24E5 MGM GODLY/ CIa4GE N IAIERMLS ENACT SIMIORAPHY CHANGE NOT LOCATED. ROIGTES 2 -8611 DIAMETER SLOTTED PVC PIPE INSTALLED B 9+00 191249.7 1831505 23/12 1 36 2 .' 1s C1. 7/12 [Am 19/12 (50. 36, 4 23/12 11/12 (29,10 40. 21 1) is 9/12 /12 0/4' B 11 +00 1914 2.7 1631684 38/12 - (39, 25 7. 13.7) 8/12 8/12 35/12 ORME, MOIST TO VERY MOST. BROWN TO GREENISH GRAY, SANITY GRAVEL (GP) 49/12 70/12 63/10 50 /6 50/6 uoor TO SPRY M� SAND( 097 WITH A TRACE OF DARK TO OCCASIONAL GRAVEL. CLAY (CLGO LEGEND ig 4 4 TH N 0 5 10 20 25 MEDW DOME TO HARD. DRY TO VERY MOIST. GRAY 70 BROWN. CLAYEY SAND, CLAYEY CROWELL? SAO, SANDY SILT, SLT (SC.SP,ML) TH -C14 TH -C15 TH -016 18/12 27/12 /11 85/11 75/6 / / -44/12 / - 29/12 • / i -52/12 1 -41/12 • • / -83/11 / - 48/12 CLAY, SANDY. SOME CRAWL TO SMELLY. VOCE TO SOME SET. DID TO STIFF RY MST (CI. C R 02 4 0 ,BWN BROWN © SID. CLAYEY, SOME CRAWL MEW DENSE TO VERY DENSE. IE00194 BROWN 10 BROWN, DRY TO WET (SC) B SAID. SLT. SOME GRAVEL MEDLN DENSE TO VERY DEtISE. MEDKSN 89006 TO CROWN ORY 10 WET (SAG © most. cunt sow sue. TRACE SLT. ODOSH WOW TO CRAY. DRY TO VERY MOIST (BC) mom AMER LEVEL OBSERVED II TEST IDLE DURING DRILLING ROMAIER WATER LENT INTERPRETED FROM WATER CONTENTS OF TEST HMOIE SAIPIE5 �10 N I FS 30 (NP. 33. 14.7) 0- 5 15 111 TH - C18 TH - 619 / / I / i / I CANAL 190460.2 1830458 -71/10 91/11 / - 94/11 NOTE ,-46/12 23/12 27/12 12/12 26/12 50/4 50/6 1 SEE mum 2-1 FOR PMVI VIEW SHOWING TEST HOLE LOGTON AND COORDINATES TAKE 12/12 (NP, 33, 14.7) CANAL 2 50/6 50/6' GEOTECHNICAL DATA WAS COLLECTED, ANALYZED, AND SUMMARIZED BY URS CORPORATION. REFERENCE DECEMBER 2004 GEOTECHNICAL REPORT BY URS CORPORATION FOR ADDITIONAL INFORMATION. TH 0 S 15 20 - -20 MEDIUM DENSE TO HARD, OLIVE GRAY TO DARK CRAY TO DARE BROWN GRAVELY SAND, SILTY SAND, SILTY SAND WITH SOME GRAVEL, CLAYEY SAND, SILT WITH SOME SANG AND GRAVEL (SP, SM, SC, ML) 50 /I INDICATES 50 BLOWS OF A 140 -LB HAMMER FALLING 30 -INCHES WERE REQUIRED TO DRIVE A 2 -NCI DIAMETER SAMPLER 1 -INCH INDICATES NONPLASTIC 90090R, PERCORT PASSING 1200 SIEVE I (B'f W� AND NATURAL MOISTURE CONTENT FOR TINE SAMPLE GEOTECHNICAL DATA WAS COLLECTED, ANALYZED, AND SUMMARIZED BY URS CORPORATION. REFERENCE JANUARY 2001 GEOTECHNICAL REPORT BY URS CORPORATION FOR ADDITIONAL INFORMATION. HOLES DRILLED PRIOR TO BARGE PIPELINE INSTALLATION. SURFACE CONTOURS HAVE BEEN MODIFIED. - 5 10 20 25 - 30 a 15 1 BOB BADE BY NOB LOB DATE naew ®wa CONTRACTOR NonNo APPROVES FOR CCINSTNUCRa1 'This drawing together with any and all additions, corrections, Mangos and alterations thereof Is the property of Climax MOIAdenum Company cnd Is furnished on the express condition that It shall not be reproduced, copied, lent, or disposed of directly or indirectly, nr used for any other purpose than for which It is specificcIy fum7ehed without the prior written Content of said Climax Mol,9denum Company.' re a IBBLED BEV 10 DRAVAIC PEFFREICE Henderson Ultimate Canal System General Arangement Geotechnical Investigation Boring Logs Climax Molybdenum Henderson Mill Parth81. Calmedo MADE BY SMM 12/29/05 As Noted ML CKC,ED BY MDS 3/24/06 12/29/05 ()HAVING NO. UC -1-05 3