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<br /> ��`"°w,,` _° LEG ND N
<br /> 7 4700---- EXISTING CONTOURS
<br /> -,w
<br /> l a w 4700 ..
<br /> PROPOSED CONTOURS
<br /> INCREMENTAL INCREMENTAL CUMULATIV
<br /> E PRODUCTION
<br /> PROPERTY LINE
<br /> ACTIVE INCREMENTAL TOTAL MINED INCREMENTAL
<br /> MINING MINED AREA AREA OVERBURDEN GRAVEL GRAVEL GRAVEL YEARS AT END EXISTING RIVER OHWM
<br /> w r I VOLUMED3 WEIGHT WEIGHT OF - - - - - EXISTING GRAVEL ROAD
<br /> s • - CELL (AC) (AC) VOLUME(YD3)
<br /> _ Y TONS TONS INCREMENT
<br /> ° ( } (TONS) (TONS) EXISTING EASEMENT
<br /> g r
<br /> \ � .� €"' { �'�\ Cl C1 0-5 5A 772 157,020 251,232 251,232 1.26
<br /> I ` �--- EXISTING RIGHT-OF-WAY
<br /> Cl25-10 10.0 13,017 130,178 208,284 459,516 2.30 - e EXISTING GAS LINE
<br /> Cl 10-15 15.0 11,811 145,593 232,949 692,465 3.46 onw--- EXISTING OVERHEAD WIRE
<br /> � y (/^^) ,- --• - a Cl 15-20 20.0 6,524 205,573 328,917 1,021,382 5,11 w EXISTING WATER LINE
<br /> i � v '4,.. i ! ,{`7 ..n, yrQ�'•^�a � ice,,..^y^y, b � , 6`� ti �
<br /> \ 177r ; Cl C1 20-25 25.0 4,153 206,724 330,759 1,352,141 6.76 EXISTING TELEPHONE
<br /> Cl 25-30 30.0 5,594 209,830 335,728 1,687,868 8.44 -- * EXISTING FENCE LINE
<br /> 4765 _ f \ " �- F EXISTING COMM. LINE
<br /> ~� ® r` f C1 30-35 35.0 7,956 224,537 359,259 2,047,127 10.24
<br /> „ r ` C1/C3 35-40 40.0 2,991 174,586 279,338 2,326,465 11.63 f--I PROPOSED ROADWAY
<br /> �\ _ \
<br /> C3 40-45 45.0 4,453 180,542 288,867 2,615,331 13.08
<br /> „gyp,,\ � °^� \l ...,w ��,C, . -..., "0. ``°• \ ,�" q a� �\ ,,,, � p f
<br /> ;r"� �l` C3 45 50 50.0 4,640 186,147 297,835 2,913,166 14.57
<br /> e t Ct II L t ; �T a t
<br /> \\ � jf \ p /p7 „ j g C3 50-55 55.0 5,434 200,906 321,449 3,234,615 16.17
<br /> ° C3/C2 55-60 60.0 3,727 189,131 302,610 3,537,226 17.69
<br /> C2 60-65 65.0 313 181,780 290,849 3,828,074 19.14
<br /> C2 65-70 70.0 1,079 208,974 334,358 4,162,432 20.81
<br /> C3 70 75.9 75.9 7,594 239,323 382,916 4,545,348 22.73
<br /> 1 `
<br /> < '
<br /> 0 200
<br /> 0
<br /> 1 \\ R `\
<br /> • . \
<br /> SCALE IN FEET
<br /> &150 a �, I \\� .,_ �19
<br /> COORDINATE SYSTEM
<br /> $ i NAD8O O STATE ELANES,
<br /> 4760- NORTHZONE,,US FOOT
<br /> J
<br /> 4
<br /> 33826
<br /> ° \ NAL
<br /> _m _ \\\ � REVISIONS
<br /> # DESCRIPTION
<br /> �0 FOR CLIENT REVIEW 5r12r21 Jc wry
<br /> 1 RESEQUENCED 719r21 Jc WN
<br /> FOR DRMS APP, 9r3r21 Jc WN
<br /> _ `•,�` �\ s \ • A3 FOR DRMS REVIEW 10r4121 JM WN
<br /> •
<br /> DATE 101412021
<br /> BRI GE
<br /> ,y �•.�.�p ® '" e s \ti �\ `°\ c i
<br /> F 474, I 3 ® _ > "r w ` � I PROJECT 360100
<br /> v TASK NUMBER 006-01 D
<br /> 8 4�50 \. �"`' ..-m \, '\ ' DRAWN BY .IC
<br /> -
<br /> �e,y - m PROJECT JC
<br /> y / = - `` , ,, qq ✓r ;' ENGINEER
<br /> CHECKED BY WN
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<br /> LOVELAND READY MIX-DUNN PIT
<br /> I�OION OF ON
<br /> R�CLAh1AT1
<br /> `7 r
<br /> CN
<br /> -� ' Q ° M + �' EXHIBIT C-10
<br /> ��✓ e C3 I I MINE PLAN 45 AC
<br /> N - (m jQ9 _ ' . 00 8+00 1�0+00 11.+00 \� ��, rl
<br /> 45 iwM �I I
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<br /> \ t ° • SHEET NUMBER: REVISION NUMBER:
<br /> 10
<br /> 0
<br /> -- - _ _ _ o � � �_- -� C�� PREPARED BY.'
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