|
. � _ LEGEND/NOTES
<br /> 470
<br /> zw EXISTING CONTOURS
<br /> r '
<br /> 47D0 .. PROPOSED CONTOURS
<br /> "\ a PROPERTY LINE
<br /> .�,,,s ,,�--�--"•*°, w,° .,_ f INCREMENTAL INCREMENTAL CUMULATIVE PRODUCTION
<br /> \� �_ ACTIVE INCREMENTAL TOTAL MINED INCREMENTAL
<br /> OVERBURDEN GRAVEL GRAVEL YEARS AT END EXISTING RIVER OHWM
<br /> MINING MIN®AREA AREA GRAVEL
<br /> VOLUME WEIGHT WEGHT OF
<br /> E
<br /> CELL (AC) (AC) VOLUME(YD'}
<br /> - - -
<br /> (YD3) (TONS) (TONS) INCREMENT - T XI EXISTING GRAVEL ROAD
<br /> ^� XIST D
<br /> A
<br /> - - EXISTING EASEMENT
<br /> 0-5 5.0 772 157,020 251,232 251,232 1.26 ---------- EXISTING RIGHT-OF-WAY
<br /> Cl 5-10 10.0 13,017 130,178 208,284 459,516 2.30 9 EXISTING GAS LINE
<br /> >�, \ \ 4 `J M"`%3 •✓ ;� re > Cl 10-15 15.0 11,811 145,593 232,949 692,465 3.46 nnw---- EXISTING OVERHEAD WIRE
<br /> Cl 15-20 20.0 6,524 205,573 328,917 1,021,382 5.11 w EXISTING WATER LINE
<br /> 4775
<br /> ~ ,r g gym" 1 �j \'•. Cl 20-25 25.0 4,153 206,724 330,759 1,352,141 6.76 t®' EXISTING TELEPHONE
<br /> Cl25-30 30.0 5,594 209 44 EXISTING FENCE LINE
<br /> ,830 335,728 1,687,868 8.t EXISTING COMM. LINE
<br /> 4765 "~.,_, � '�, ✓`,4 `, }} "�,.r 4 �' �Wa.• �._... °,� � a`` I p�
<br /> r ;4 Cl 30-35 35.0 7,956 224,537 359,259 2,047,127 10.24 S
<br /> C1/C3 35-40 40.0 2,991 174,586 279,338 2,326,465 11.63 I--�I PROPOSED ROADWAY
<br /> '\ r
<br /> � ., sad � C3 40-45 45.0 4,453 180,542 288,867 2,615,331 13.08
<br /> C3 45-50 50.0 4,640 186,147 297,835 2,913,166 14.57
<br /> C3 50-55 55.0 5,434 200,906 321,449 3,234,615 16.17
<br /> e �° ? \ 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 /> ri
<br /> NJ-------------,----------- - C3 7Q-75.9 75.9 7,594 239,323 382,916 4,545,348 22.73
<br /> �.r--"`ea ''C7 �C, r" \\ �`\``,,':\\ \ `��� \°'\ �° '��a, ''°,e,.. ` "y„,\ S�, f. ..a,,� ."„^._..... ----.._...4 ..w.gg^.. ra.^--•y4,x1 (p./�q` `�x
<br /> lay
<br /> ( ®O \\ \ s° T ! ° r' SCALE IN FEET t
<br /> 1 V 35 "" L°�'t' 7kt(S N
<br /> ®'" C Q \\ >t '., ' \ �_ �> .M..,.s'� � x°A'' ....°, "^mow.. t p F+ y'•�
<br /> a o 1 !
<br /> ® �1 \\ ``I -•-..,,"� �\ � °°\ �. � _` ,,,_.,,. ,..,f< ,� 7^` �_, .� � 3 ? COORDINATE SYSTEM
<br /> NAD83 COLORADO STATE PLANES,
<br /> \\ �\ ♦\ � � \� .°\° NORTH ZONE, US FOOT
<br /> E0 Qf �
<br /> ` ! , Pp0.REG&
<br /> �,�x 8��': � y V'„< um +' f ��4 e\ I a64� � ^� °4�..✓' � `'k,"° '\.,Y""'' °ems" m `"" Ld^S \✓° / L���9`¢u.'"f�.„r+,�+o`°sz + fkn�a�';.
<br /> a33826
<br /> ONAI.E G
<br /> 'AO
<br /> REVISIONS
<br /> # DESCRIPTION ap� �t Qeol
<br /> ® O l \ P
<br /> 0 FOR CLIENT REVIEW 5/12/21 Jc WN
<br /> ---- 4f, ♦ � # \ �\\ \ $\ `s\ �s RESEQUENCED 7/9/21 Jc WN
<br /> 1 / - �♦ti \°` �i lF �� � 1 Q 91
<br /> FOR DRMS APP. 913/21 JC WN
<br /> ♦ q, � � 4« �� FOR DRMS REVIEW 10/4/21 JM WN
<br /> I � ®` `' ♦>� ,,.-,,./ .�,. ."ram... �� `"`^„ �" �° \� j°a\ � '\ .. �� f�
<br /> _ " DATE 10/4/2021
<br /> BRIIAGE
<br /> �`� PROJECT 360100
<br /> ,1"'e'Y,a 5.7 .,w,�•�T \.F^¢°.,,�- � e \ � 1._ p,:.. �®ir'„a'wr.rL,.^ � ``s ~♦♦ ' ,.,^„'...4. ...j x° `v\ i �'je'
<br /> w ♦ _E, �� e
<br /> `♦
<br /> o `; `"'�\ t +�{ � ) TASK NUMBER 006 01 D
<br /> a 475U - ``:" �`= _ r "" ,�,..,, -----®\ �ti � \°\ � r
<br /> k � DRAWN BY ic
<br /> PROJECT
<br /> ic
<br /> ENGINEER
<br /> <�� � � �,;1 � .'' � �,.- .. .. ._-..__,m_._ I�,� �. \� � �,s ��'.~. _ ,�µ '°\ ��. •_.`"°�,""�. �1 CHECKED BY WN
<br /> ° r / / •® vim` w
<br /> cn "> ,� ern / y'4°.., �_ ,.,\�•,, ��/a,,,y �� 4,3
<br /> uj
<br /> Lo
<br /> "
<br /> LOVELAND READY MIX-DUNN PIT
<br /> Lij
<br /> 42,
<br /> .._ t
<br /> CIO,
<br /> t ,
<br /> Y y EXHIBIT C-12
<br /> b
<br /> boo 4 ' MINE PLAN 55 AC
<br /> I
<br /> to
<br /> g 4?'50,
<br /> f = = SHEET NUMBER: REVISION NUMBER:
<br /> 471
<br /> > 12
<br /> am N
<br /> ! _
<br /> A, _
<br /> PREPARED BY:"q �lSl3.I� i r ma
<br /> `*„ M s ""^ , .,-..,,,,.-..w ,,•..."' `.,.,.,. r.,` SOLUTIOTELESTO
<br /> N S e I N C 0 RP 0 RATED
<br /> PREPARED FOR:
<br /> LOVELAND
<br /> 3l
<br /> - CONCRETE
<br /> Q)
<br /> Cd
<br />
|