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L -- � ,i"� i _ � �• L d,l is � 4. � -. <br />� � r •; �i _� I����������i i '�� .,ruse R�3:+��q�� e. <br />,�'` e2• 3M...._ . - -- U.S. HI <br />.,..."' <br />it <br />try, <br />G'•; \ +' "7 do t o- <br />t ypg <br />i�'�� � .t MTyr. :,, .r.,. I + 1 .Y �. •i i "t, ""rd• r [ � 1. su r�;E';�„ `• :' y.r• y'j. <br />IF <br />fo <br />SEC. 15 � r. t' c.. <br />I + I 1l 1 I T R69Vin►� y «I•� <br />j�rl• r �) `�. 111 r <br />` LIIM 5 <br />AFFECTS AREA ■I - f � :� ' �I.o,�l I ,� A nE i <br />07/'[2//7 1 ! y\ ,'�.•n! ,,. .t' -:r'Y� . .I ,N, <br />�,� i � ..,rr'sl��: ✓JO'' it2ciC. <br />� " •.pa qtr <br />� S <br />�. <br />" l 'P. JAA <br />I . E <br />ino FErmr l r 0. 3# t 1 140 B5` - <br />yr en Varole �r � <br />4.1 <br />�j yQ�f <br />�R 3.i-,i five Aleo i. Q <br />�..r;b�,:, �• ded !n Lvke� <br />PsI, rt <br />T <br />9 <br />., <br />x• 1 7 <br />, <br />• z <br />O <br />-- --- <br />– I <br />h <br />y ,y <br />YI <br />y / <br />} EXISTING STOCKPILE, CRUSHER I <br />), <br />EQUIPMENT STORAGE <br />, <br />I «, AREA 26'x. AC. - <br />W. <br />IJ - <br />�; i 1 <br />fr <br />SCALE 1" = 3001 <br />0 100 a)O 300 <br />r <br />'� -fie.`. ,. ` � t ` � \ � � ._ <br />" 1 1 -f , <br />S` .,... I <br />PREPARED 8 � „' l.� —S S <br />,tyT`gr <br />%hampean �chaal Di6tr I t'\ first lVat bank (n lnu la/ " /TUSfee of a I - - -- —, MITS OF AFFECTED AREA -------- li <br />DAVID B. 1 <br />l Jpp 0 <br />s + \ Y <br />� o <br />\ I _ <br />GEORGE A, FANCHE ' <br />r r • : w \ , - - } HAROLD 0 KESTERR ! <br />A <br />\ rl V \ r( 1 I - Permit #:,,k17phi Confiden <br />ta <br />l ?: <br />-Seg.: Class: Type <br />a� a From: TEGf� W o/ To: <br />MINING PLAN: (for a more de T' Vl ; Doc. Name: X G' <br />1 . - -The overburden is to be S A i ne . e o r c a r s shown. �' ""°K \, F kl Doc. Date if no date stamp): - - <br />2. Total affected area is appraxirnately 195 acres, of which approximately 122 acres will he extracted. The total of 1)5 - - ___ _ �ovth Linee� /5 <br />acres includes 41 acres for overburden storage area, 27 acres for existing stockpile, (:rusher•, hatch plant, eywiprnent cvlh Luc % >r. /(l rgp' 7 /'E - - - -- - -- - - - - - ' <br />storage and office area arid 5 acres for haul roads. <br />3. Overburden is 3' -6' in depth. Stripping will be dons sequentially preceding extraction- In Area 1 water will pass through EXISTING GROUND <br />a settling pond prior to discharge into the nig lhompson River. All water .roar the dewatering of pr000sed pitsi 2 through LEGAL_ DESCRIPTION: g <br />10 will he pumped into existing ponds. Mater used for washing of gravel is pumped from arid returned to the exiisting N —I _ �_ APPROX. ELEV,= 4985(U.S.GS.) <br />~ I +, <br />ponds southeast of t`re existing processii;y area. The proposed extraction area lies in Sections 15, 16 and 17 of T5N, R691-1 �,f tl,e 6th Principal Meridian. A complete legal -APPROX. WATER LEVEL <br />4. Clipwt.ological data Indicate-, aver +rye armial rainfall of 14 ", but, roinnfenes: of site relative to residential uses, does description may he found in Exhibit. A. 3 0 <br />not. dictate need fora riust free roadway; thorefnre, it will he yravol. Il +aso roads and ,ill active areas will he wetted co N' <br />down if Um dust '4ec0111es excessive, but the pit will he wet year round so no dull prnblr•nls are anticipated. GEOLOGIC UAIA: - — - <br />5. Present vegetation is pasture grass, which will be replanted sequentially within apwor,iinaloly six month intervials for 0 PROPOSED FINISHED GRADE- <br />� <br />Gravel Deposits IlnderlyIny terraces and hood Plains - Pebbles generally well rouo(:led, unweathered, �eposits r.ontaIn little I LIMITS OF <br />dust control. deleterious "lime" g <br />6- Estimated time for completion of nrininq operation - 12 years. (CaC031. Lithologic composition reflects bedrock in source areas aloe [3nnl!lor Creek St. Vrain Creek, � � 2 EXCAVATING <br />7. The circled number inside each acreage indicates the preson[ apptoxiinate order of mining of the proposed pits. Lofthand Creek, the little' and Big Thompson Rivers, and the Cache la Poudre River, clasts are composed chiefly of quartzite, <br />granite, gneiss, and ;Icgnntito. Few or no reactive constituents. Source of best. quality gravel for concrete a re ate <br />fl. Teurporary truck crossing signs will he placed on County koad 1.31= when pits through 10 are being mined and on Wilson gg g <br />Avenue when it is necessary to use the high water- haul road. There will be a speed limit of 20 mph on all interior haul and road metal- (,Mali showing- potential sources of Gravel and Crushed - Rock Aggregate in the Boulder -Fort Collins- Greele area. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />g Front Range Urban Coiridrir, Colorado by Roger- B. Cniton arid Harold R. Fitch, 1974 . y TYPICAL PIT BANK CROSS SECTION <br />roads and when excessive mud and dirt collects on connecting improved roads, it will be removed. ) 0017236 <br />NG SCALE <br />MAIN OFFICE CLIENT: TIT tE' <br />REVISIONS Dale: NOVEMBER 1978 Dawn LLhI - HOGAN / OLHAUSEN INC. 23(30 WEgt EI6ENHnwER <br />N0. OF SHEET NO <br />Y °Ele,rn !nL neno P "s„ LOVELANU READY MIX CONCRETE, INC. PRE - MINING 8( MINING PLAN MAP Project Nor SHEETS <br />By__ Date DesCriptlOn - -__ — Checked Fn rnPnrc Planners carve or, <br />By Date _ — _._ DeSCrl1 }[IOn _ n Photo In ItYP.rnere Hann CH TO PTn r, 3` 0- 06-01-01 3 2 <br />B Date - Descri lion -- _ __— . - -_.__ Fcala: I ° 300 __ Approved - a LOVELAND, COLORADO EXHIBIT C 101 Y p GPE ELEY COLORADO 6063I <br />