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<br />"EXISTING STOCKPILE
<br />EQUIPMENT AND OfflCE
<br />AREA UNTIL PHASE (^
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<br />SCALE: I"= 300
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<br />DAVID B.
<br />GEORGE A. I
<br />HAROLD O. FANCHER
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<br />__„L iESCRIPTION: MINING PLAN: - -- �ovlh Lti7e <7!C /(0 CiBB ° oil E
<br />That part of the NWl /4 of Section 15, Township 5 North, Range 69 West of the 6th P.M. South of the Greeley & Loveland Irrigation 1. Overburden to be stripped off as needed and stored in storage areas as shown. -� EXISTING GROUND
<br />Company Ditch. Except that part included in a deed to Larimer County for a 100 road. Said deed dated the 10th day of April, 1969. 2• Total area of new site is approximately 27 acres of which approximately 12.2 acres is extractable. t — _ APPROX.ELEV. - 4985(U.SGS.)
<br />ALSO that part of the SWl /4 of Section 15, Township 5 North, Range 69 West of the 6th P.M. North of a line parallel to and 1101.2 3. The existing stockpile and storage area is approximately 24.5 acres plus approximately 2.1 acres of haul road from new site.
<br />APPROX- WATER LEVEL
<br />feet North of the South line of said quarter section. Except that part included in a deed to Larimer County for a 100' road. Said (Only 0.4 acres of new haul road). 3 0
<br />deed dated the 10th day of April, 1969. 4. Overburden is 3' -6' in depth. Stripping will be done sequentially preceeding extraction. Water will be settled in a stilling
<br />pond as required to avert siltation. (Stilling ponds cover approximately 6.1 acres of the 24.5 acres.) NI
<br />GEOLOGIC DATA: —
<br />- _ _ 5. Climatological data indicates average annual rainfall of 14" F, but remoteness of site relative to residential uses, does not
<br />�, PROPOSED FINISHED GRADE -
<br />Gravel Deposits Underlying Terraces and Flood Plains - Pebbles generally well rounded, unweathered, deposits contain little dele- dictate need for a dust free roadway; therefore, it will be gravel.
<br />terious "lime" CaCO Litholoaic composition relfects bedrock in source areas along Boulder Creek, St. Vrain Creek, Lefthand 6. Present vegetation is pasture grass, which will be replanted sequentially within approximately six months for dust control. IL LIMITS OF
<br />( )• P 9 r EXCAVATING
<br />Creek, the Little anc� Big Thompson Rivers, and the Cache la Poudre River; clasts are composed chiefly of quartzite, granite, 7. Estimated time for completion of mining operation - 5 years. 2
<br />gneiss, and pegmatite. Few or no reactive constituents. Source of best quality gravel for concrete aggretate andl road metal. B• Circled number inside each acreage indicates proposed long range phases in mining operations. This application applies to '
<br />(Map showing potential sources of Gravel and Crushed -Rock Aggregate in the Boulder -Fort Collins - Greeley area, Front Range Urban Phase 2 (The remaining phases to be applied for at the completion of each preceeding phase).
<br />Corridor, Colorado by Roger B. Colton and Harold R. Fitch, 19745. 9. Temporary truck crossing signs will be placed on Wilson Avenue when it is necessary to use the high water haul road. er will be a spteed limit of 20 mph
<br />TYPICAL PIT BANK CROSS SECTION
<br />and wettinq down of haul roads and active areas. Mud and dirt on connecting improved roads will be removed. IIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIII
<br />NO SCALE 0017251
<br />REVISIONS NOVEMBER 1978 LLH HOGAN / OLHAUSEN INC. MAIN OFFICE CLIENT: TITTLE:
<br />Date: Drawn MA WEST EISENHOWER NO. OF SHEET NO.
<br />e LOVELAND,COLORADO °0537 LOVELAND READY MIX CONCRETE INC. PRE- MINING & MINING PLAN MAP Project No: SHEETS
<br />y Date Description Pro
<br />By Date Description Checked Engineers o Planners - Surveyors BRANCH OFFICE
<br />Photogrammetrists TDB DITN STREET LOVELAND, COLORADO EXHIBIT c
<br />By Date Description Scale: 1"= 300 Approved GHEELEY. COLORADO 80831 390- 06 -01 -01 3 2
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