PERMFILE124462

• Permit No: M1974069
• IBM Index Class Name: Permit File
• Doc Date: 11/1/1978
• Doc Name: RECLAMATION MAP
• Section_Exhibit Name: EXHIBIT F
• Media Type: M
• Archive: No

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RECLAMATION PLAN
LEGAL DESCRIPTION: 1, The intent of reclamation is to leave a series of lakes interconnected by land masses to be used for camping, hiking and — — ---- - - - - --
f the NWl /4 of Section 15, Township 5 North, Range 69 West of the 6th P.M. South of the Greeley &Loveland Irrigation fishing. Reclamation to begin after extraction is complete and will continue over a 5 -year period. _I _EXISTING GROUND
That part of y y P 2. The banks of the lakes are to be sloped at a ratio of 3:1 from finished grade to 10 feet below the expected water level e,ith _ APPROX.ELEV = 4985(U.S.G.S.)
Company Ditch. Except that part included in a deed to Lorimer Count for 100 road. Said deed dated the 10th day of April,
1969. no slopes steeper than a ratio of 2:1. (See detail this sheet) I 3 o �- APPROX. WATER LEVEL
ALSO that part of the S141 /4 of Section 15, Township 5 North, Range 69 West of the 6th P.M. North of a line pairal1el to and 1101.2 3. The lakes will be stocked with fish and the area landscaped with bushes, trees and grass.
feet North of the South line of said quarter section. Except that part included in a deed to Lorimer County for a 100' road.
Said deed dated the 10th day of April, 1969. 4. The topsoil will be replaced at a minimum depth of 6 inches and then reseeded with a mix of fairway, intermediate and crested I
wheat grasses applied at a rate of 12 lb. /ac. ° PROPOSED FINISHED GRADE
5. Reclamation costs are estimated at 50.50 /yd3 for replacement of topsoil and 51.15 /lb for grass seed. Total cost of recla- I� LIMITS OF
mation is estimated at $3,000 of which not more than 51,000 is for replacement of topsoil and reseeding. 2 EXCAVATING
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PREPARED BY _ 6. The only water loss expected is due to evaporation and is estimated at 0.05 cfs for the 12.2 acre pond. The applicants — _ - -_ _ __
PRE
-� = 3 interest in Priority No. 9 of the Rist and Goss Ditch is 4.27 cfs of which a portion may be designated to replace water loss
TYPICAL PIT BANK CROSS SECTION Iilllllllllllllllllllllllllllllllllllllllllll
✓AVID B. #JPE, PE. Na: 5914 due to evaporation.
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NO SCALE 0017252
a NOVEMBER 1978 LLH HOGAN / OLHAUSEN INC. MAIN OFFICE CLIENT: TITLE: NO. OF SHEET NO.
, REVISIONS Date: Drawn LODE VD. COLORADO 805 LOVELAND READY MIX CONCRETE, INC. Project Nor SHEETS
LOVELAND. COLORADO 9DSG' RECLAMATION MAP '
T By Date Description Checked Engineers - Planners - Surveyors BRANCH OFFICE LOVELAND COLORADO
W By Date Description 111° 3001 Photogrammetrists 10519TH STREET EXHIBIT F 360 -06-01-01 3 3
E Scale: Approved
zc By Date Description— pp GREELEY COLORADO 90691
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