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By <br />By <br />By <br />J1 <br />Date <br />Date <br />Date <br />REVISIONS <br />Description - <br />Description — Description — <br />M IN ING MAP B PLAN for <br />Appproximate LDGation o� <br />('Dint of Oi�rge <br />BRowNwooD P/r <br />BEING /N THE E //2 OF SEC. 19, T5N, R68W <br /># rro IS OF THE 6TH PM. OF LAR/MER COUNTY, CCLORADO <br />PRE19?RED BY <br />MINING PLAN <br />The total pit is divided into four specific removal areas as shown on the map. Using scrapers, <br />the topsoil will be removed from Area 1 and stored in Area 4. Using the scrapers and front -end <br />loaders where necessary, the overburden soils will be removed sequentially and also stored in <br />Area 4, but separate from the topsoil. The crushing and processing equipment will be located as <br />shown. A temporary settling pond will be established adjacent to the crushing area from which the <br />discharge will be pumped back to the river. <br />Operations in Areas 2 and 3 will be handled similarly. It is anticipated at this time that Area 2 <br />will be used as a land fill area by the City of Loveland to dispose of trees and other organic <br />debris, broken concrete, used asphalt, and other such materials. It will not be used as a <br />sanitary land fill. After gravel extraction, Area 1 will be used as a storage area for the over- <br />burden soils needed in the reclamation of Area 2. It will also be used as the stockpile area for <br />topsoil and overburden soils from Area 4. <br />A haul road will be constructed from State Highway 402 to the processing area, using the section <br />shown on the map. It will be paved to control dust. Due to the essentially agricultural uses <br />of the surrounding properties, except an adjacent gravel pit, dirt from the extraction operation <br />is felt to be a minimal problem. The road will be left intact for use by the City of Loveland <br />upon completion of the extraction. <br />TIME SCHEDULE <br />Total extraction and reclamation is estimated to be complete within 15 years of commencement of <br />the operation, with the exception of the land fill operations of the City of Loveland in Area 2. <br />There is no real way to estimate completion of that use, but it may well be complete at or near <br />the completion date of the mining operation. <br />a <br />Z fye,7 d <br />/00 /ear F /ooh Ph I Limit <br />F 1000JrvYIOy 20179 __- <br />Low Hazard Zarte �— — <br />91n1n9 PraperIles <br />00/ /Yennefh L *barn 1F!5Wey <br />I <br />_ 11323 /ro17W,9061 Cf <br />Cincinnati , 017/o 45742 <br />/Bb/ /4 f17 5t 5 LF <br />t — 004 IV.. 2 uZ/ ir Fern L. f3row17WOOd <br />15A A <br />`�_-K= s:<�.,,�;;;:s..kE.... _, _ �- .. >_ ._. . _ ... _ _.__..... -•o- 2/!r5 /4 ffi Sfr� f <br />l.o n _ Loue /�nq , Go %r��o 8053 <br />t� *4 i2ets^� 008 f"ual'in9 Go. <br />,I I425 60. CinGO /n 1W. <br />-� • - Loue /a�r/q', Go %ro�q'o B053J <br />001 ham e L`ue/yn Pleiff <br />/02/ C90,77y 610q' I/0. �J <br />G ouelarn,, , /ol -,odo 80537 <br />Date: ✓ANUARY , 1979 Drawn KCF <br />Checked OBS <br />Scale: / - 200 Approved <br />0/0 Floyd e ,Belly Hoia <br />820 West 7 71-h 6/5 <br />Loue /anq' , Ca1,9r,0q'0 80537 <br />GEOLOGIC DATA: <br />GRAVEL DEPOSITS UNDERLYING TERRACES AND FLOOD PLAINS - Pebbles generally <br />well rounded, unweathered, deposits contain little deleterious <br />"lime" (CaCO ) Lithologic composition reflects bedrock in source <br />areas along Bloulder Creek, St. Vrain Creek, Lefthand Creek, the Little <br />and Big Thompson Rivers, and the Cache la Pourdre River; clasts are <br />composed chiefly of quartzite, granite, grf ;s, and pegmatite. Few <br />or no reactive constituents. Source of besL quality gravel for <br />concrete aggregate and road metal. (Map showing potential sources <br />of Gravel and Crushed -Rock Aggregate in the Boulder -Fort Collins - <br />Greeley area, Front Range Urban Corridor, Colorado by Roger B. Colton <br />and Rarold R. Fitch„ 1974). <br />LEGAL DESCRIPTION: <br />That portion of the East Half of Section 19, Township 5 North, Range <br />68 blest of the 6th Principal Meridian, County of Larimer, State of <br />Colorado; being more particularly described as follows: <br />Considering the South line of the Southeast Quarter of said Section <br />19 as bearing South 89 051'07" East and with all bearings contained <br />herein relative thereto. <br />Beginning at the South Quarter corner of said Section 19; thence along <br />the South line of the Southeast Quarter of said Section 19 South <br />89 °51'07" East 923.25 feet to the TRUE POINT OF BEGINNING; thence <br />departing from said South line and along a line 40 feet East of, measured <br />at right angles and parallel with, the West line of the East Third of <br />the West Half of the Southeast Ouarter of said Section 19 North 00 006'53" <br />East 1,294.63 feet; thence departing from said parallel line North <br />89 029'31" East 386.75 feet; thence North 11 °56'33" East 736.73 feet; <br />thence North 86 035'48" East 124.23 feet; thence South 0125'31" East <br />166.75 feet; thence South 45'18'44" East 628.12 feet; thence South 01' <br />31'34" West 113.35 feet; thence North 89 029'31" East 613.72 feet more <br />or less to a point on the East line of the Southeast Quarter of said <br />Section 19, from which point the Southeast corner of said Section 19 <br />bears South 00 001'47" West 1314.39 feet� thence along said East line <br />North OT01'47" East 1315.42 feet to the East Quarter corner of said <br />Section 19; thence along the East line of the Northeast Quarter of <br />said Section 19 Northi 00"01'52" East 826.37 feet; more or less to the <br />Southeast corner of ghat certain parcel of land described in deed <br />recorded in Book 556, Page 226, Record of Clerk and Recorders Office, <br />Larimer County, Colorado; thence along the South line of said parcel <br />the following two couirses and distances, South 68 °01'52" West 227.00 <br />feet; thence South 82'16'24" West 1565.68 feet to the Southwest corner <br />of said parcel; said 'Southwest corner also being a point on the West <br />line of the East Thirld of the Southwest Quarter of the Northeast Quarter <br />of said Section 19; tlhence along said West line and departing from said <br />parcel South 00'06'54 "' West 530.24 feet to the Southwest corner of the <br />East third of the Southwest Quarter of the Northeast Quarter of said <br />Section 19; thence alcong the West line of the East third of the West <br />Half of the Southeast Quarter of said Section 19 South 00 06'53" <br />West 2625.96 feet to Ia point on the South line of the Southeast Quarter <br />of said Section 19; tlhence along said South line South 89'51'07" <br />East 40.00 feet more cor less to the TRUE POINT OF BEGINNING. <br />HOGAN / OLHAUSEN INC. <br />MAIN OFFICE <br />CLIENT: <br />1300 WEST <br />Engineers Surveyors <br />COLORADO LOVELAHD, COLORADO 80531 <br />COOL SON <br />EXCAVATING CO. <br />o Planners s <br />Photogram metrists <br />BRANCH OFFICE <br />.0518 TH GTREE* <br />LOVELAND <br />COLORADO <br />GREECE Y. COLORADO 80631 <br />TITLE : <br />MINING MAP <br />BROWNWOOD PIT <br />EXH IB I T C <br />Project No- <br />57- 24-02-0,3 <br />00 014769 <br />NO. OF SHEET Ir <br />SHEETS <br />2 1 <br />