2015-03-04_REVISION - M1979059 (2)

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----------- ------ -- ---- --------- 4900 ------ EXISTING GROUND COMPACTED CLAY LINER i j- CLAY LINER NORMAL POOL 4,880.0 FT 48801, ----------- -- - - --- - --- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - ------- -------- DATUY FJ.EV 4880.00 Aj T 0+00 0+50 1+00 1+50 2+00 2+50 3+00 7+00 7+50 8+00 8+50 9+00 A 15FT MIN. OVERBURDEN VARIES NORMAL POOL 4,880.0 FT (SM,SC,CL) .............. ................ ........ ........ . . .... 4 COMPACTED CLAY CORE CZP7 SAND F NOTE 2. GRAVEL VARIES (S P SM,GP,GM,GC - - - - -- - - - - L-Y S -0-14_E - - - - - - - - - - - - - - --------- KEYWAY- 4FT-5FT SEE NOTE #1 CLAYSTONE _...4FT-5FT _25FT MIN TYPICAL COMPACTED CLAY LINER SECTION NOT TO SCALE NOTES 1. KEYWAY SIDE SLOPES SHALL BE VERTICAL OR A MINIMUM OF 0.5H:1V. KEYWAY WIDTH SHALL BE A MINIMUM OF 4-5 FT. KEYWAY DEPTH SHALL BE A MINIMUM OF 4-5FT OR TO REFUSAL BY JD 400. THE KEYWAY SHALL BE FILLED WITH COMPACTED CLAY MATERIAL IN MAX 8" LIFTS TO 95% STANDARD PROCTOR DRY DENSITY AT 0 TO +3% OF THE OPTIMUM MOISTURE CONTENT. 2. THE COMPACTED CLAY CORE SHALL BE CONSTRUCTED OF PROCESSED AND MOISTURE CONDITIONED WEATHERED CLAYSTONE MATERIAL BORROWED FROM THE PIT FLOOR. THE MATERIAL SHALL BE PLACED IN 8" LIFTS TO 95% STANDARD PROCTOR DRY DENSITY AT 0 TO +3% OF THE OPTIMUM MOISTURE CONTENT. M-1979-059 AM03 REVISIONS BROWNWOOD PIT M-1979-059 AM-1 EXHIBIT F AM _ t. REV DESCRIPTION DATE APPROVED Weiland. Inc. Mk� 04 201; Environmental & Engineering REGULAR 112 PERMIT RECLAMATION PLAN 7 SCALE DWG NO. REV. PO BOX J80EI17 LARIMER COUNTY,CO 111=20' EXHIBIT FDWG REV BOULDER, CO 80308 ph 303-443-9621 PREPARED FOR: DRAWN BY: KED BY. DATE: SHEET COULSON EXCAVATING CO., INC CTW BY. 01/23/2015 20F2