2019-01-11_REVISION - M2014043 - Laserfiche WebLink

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TP-7 5090— EL=5089 5090 5085— TH-106 4.0- —5085 - EL=5M 5080— TP-6 -5080 EL=5078 11 TH-1 00 N - EL=5075 5075 5075— 8.0- 4.0- 6121 TH-104 3E 6/21 -- TH-1 13 16.0 EL=5071 3.0- EL=5070 5070— TH-103 13.0- 6/19 • 28 5070 - EL=5W 2.5 d-21 9.0 7 6119 16 i;-.'-10 5065 30 —5065 X 1 , 1\1 18.5-1- -3 50/4' 6.5-h 6)19 6121 13.0- 7.0 0- 21 X tz 5060— 9.1-17 47 5060 15.5- 50/4 z 24.3 2 15 13.0 22 15.7 27 5055 W� 5055— 50/6' 23 21.0 5050 50/5"— 20.9 -5 —5050 20.5 75 5045— —5045 34 5040— —5040 19 - 32.0- 5035— -5035 -37 5030 -5030 69 41.0 5025— -5025 NOTES: 1. BORING LEGEND SHOWN ON SHEET 3. 2. EXPLORATORY BORINGS WERE DRILLED BETWEEN 6-19-13 AND 6-21-13 USING A TRUCK-MOUNTED CME 55 DRILL RIG. BORINGS WERE DRILLED WITH 4.254NCH I.D. HOLLOW STEM AUGERS. 3. EXPLORATORY TEST PITS WERE EXCAVATED ON 6-21-13 USING A CATERPILLAR TRACK HOE. 4. ALL EXPLORATORY BORING LOCATIONS WERE FOUND USING A HANDHELD GPS. HATCHERY PIT PHASE 2 SLOPE LINER 5. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE BOUNDARIES BETWEEN TYPES AND TRANSITIONS MAY BE GRADUAL. REVISIONS NO DESCRIPTION DATE BY Summary Logs 6. GROUNDWATER LEVELS WERE MEASURED AT THE TIME OF DRILLING. 1 OWNER REVIEW NW2016 CJH GROUNDWATER LEVELS MAY FLUCTUATE SEASONALLY AND DUE TO SITE MINING 2 AGENCY REVIEW Nov 2011 F7 D E E R E 6i A U L T cos A-RD,.A.s vs AND DEWATERING OPERATIONS. TE-3.651-8 FM 303 APPROVEDBY: CJH JOB SHEET: 7. ELEVATIONS WERE ESTIMATED FROM OCTOBER 2013 FEMA LIDAR SURVEY. DRAWN DESIGNED BY'. ITR DATE:. NOV2011 10247.024.001 4 of 13 CHECKED BY CJH SCALE.AS NOTED