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5outhwe5t Corner <br />5ection 33 <br />Found #G Rebar <br />placed 2.5" Aluminum <br />Cap PL5 23902 <br />on existing rebar <br />Exhibit E, Attachment A <br />5et #5 Rebar and <br />A = 21 °33'42" Existing Fence Cap PI -5 23902 <br />R= 620.40' Sg° ( Typical) (Typical) <br />A=233.32' �/'/�9% BUFFER LIMIT <br />CB=N 08 5604E F 10' BUFFER ZONEenne <br />,t �� / 10' BUFFER ZONE ------- <br />Ch = 231 .94 frCount <br />",�`, >Che w <br />r,r,r,•,,... ____,__._____ ____-------- co <br />N 880 1 1 14511 12.573: <br />-- -.�-- <br />,— <br />40 BUFFER ZONE irl1�,! �.�����; _- _ _--_ _____ __= <br />ora o <br />6" TOPSOIL PUSHED uill�rli� _ _� __= =� == = _ ==_ === __- = ---- ,A`% <br />INTO THIS ZONE ', r;l;+;► ---- -- - `' `n <br />„ , , 3:1 SIDE SLOPE ,,;; i <br />FOR STOCKPILING r�r�l;���� to I <br />lljf1111 poot+jl!+r iiAckerman <br />1+ I + --&Bobo <br />---------------------- <br />Z <br />_— -- <br />111111 '"_ --------- � ---- <br />0 0 11,111'—�404g----- rtion o tie 1 Section 33,'�35,Z43� 6t P#.M+ <br />1,11 0 BUFFER LIMIT %=' .2.0 o /4� <br />° 111111 ..v <br />U' ;�1�1'1 3:1 SIDE SLOPE m - - 2 <br />1,,11�11 - =- G Cheyenne County,Colorado <br />.� ,�, G7 3:1 SIDE SLOPE 20 { <br />11 <br />m---------------------- -_- <br />'4048---------------- -- _ ---`S _ 40' BUFFER ZONE I Property DeScrlptlon <br />6" TOPSOIL PUSHED { <br />-- - -- Ackerman Pit <br />INTO THIS ZONE <br />Z\` -----------.__--------__—.—. <br />\N 53 92 FOR STOCKPILING A tract of land Situate 1n the Southwest Quarter of Section 33, TawnShip 13 South, Range 43 West of the 6th Principal Meridian, <br />A =49'061 G" ;{+41 %°51 3 I Cheyenne County, Colorado. <br />R= 175.00' <br />A= 150.08' <br />CB=N 2G°24`55" W '\�`\�\ '4047--------------�/%iii, <br />\ .\ , , s <br />o Mining Plan <br />=30'22'28" <br />'" i .Min{ng will commence in the Summer/fall of 2013 in the northern portion of the buffer zone of the approximately 9 -acre permitted area and <br />_-=----=-- R=400 00' progress west as needed. A 40 -foot buffer zone separates the river bank and the area of operation. A I 0 -foot buffer zone Separates e <br />A=212.05' northern permit boundary from the operations boundary area. <br />605 C5=5 GO°40'24" W <br />Ch=209.58' � 2. Mrn{ng will begin by dozing the approximately 0.5 -feet of top sols to the edges of the 40 -foot buffer to create a berm and protect the <br />o erat{on5 area. The to soil will be used during the reclamation phase. <br />�0' <br />A =76°39'39" { p p <br />• I -feet of to 5011 m{n{n of usable 50115 will be {n to the aprox{mate lines and grades shown in th{5 drawing. <br />9. <br />R= 175.00' " 0�- 3. Upon clearing the approximate 0.5 p g 9 <br />A= 234.15' 1 Cheyenne County will take great care durn{g excavation to not extend the excavation beyond the buffer zone. <br />A-- 234.1 5 � ,T � atln the permit area. The lades and <br />1k C15=5 83 48 59 iN I <br />4. The extent of the sand and gravel to be mined is undetermined until Cheyenne County starts excav g p g <br />Q� �°J' Ch=217.07' 1 <br />.2.i /�"� depth of the excavation area are approximate and could change depending on the site conditions during excavation. <br />° <br />03 � <br />�� 5. The full min{ng plan 15 included in Exhibit C of the Mining Application. <br />{ <br />Reclamation Plan <br />A =45'00'1 8" <br />R=70.00 { 1 . Once final excavation grades are met in the excavation area, top 501i5 well be placed over the excavated area to begin the reclamation phase <br />A=54.98' I <br />of the mining process. <br />C13=1130°33' ! 8" E ._..._....-----.,,,_ <br />Ch=53.58'r-�� 2. Once the top Soil 15 spread over the excavation area, the disturbed area will be fertilized and re -Seeded a5 needed. <br />3. The haul road to the pit will be removed and reclaimed back to it's natural condition. <br />4. The full reclamation plan 15 included in Exhibit D of the Mining Application. <br />5 8703753" W <br />20.34' <br />N 02022'07" W <br />35.00' <br />A =45000'1 8" <br />R=50.00' �� { <br />A=39.27' <br />C15=5 30'33'1 8" W <br />I <br />Ch=38.27' + <br />1 <br />{ <br />I <br />i <br />1 <br />I <br />I <br />i <br />I <br />{ <br />I <br />Grapkic Scale <br />I 0' 100` 200' 300' <br />{ <br />I "- 100' <br />W <br />Vicinity Mu <br />cL <br />Not to Scale <br />{ <br />{ 5outh 114 Corner <br />5ection 33 <br />Found U5GLO Brass <br />I Cap on Pipe <br />i <br />Entry Point <br />Lat=38°52' 17.27" - <br />Long= 142°14'13.89" -- <br />i815.59' <br />ROAD U <br />couNry 87°37'53" E 2 29 <br />659. <br />1 <br />m Propertg A'djoinin6 Pit <br />0 0 Owned by <br />W Mark & Jacqueline Ackerman <br />01)0 <br />m o <br />O a° <br />00 0 <br />OticcL <br />Q <br />u <br />U <br />0 <br />r_ <br />0 <br />Q <br />RECEIVED <br />JUN 14 2019 <br />omsiarr of REcLM�AnoN <br />NOTE: BASE DRAWING INFORMATION FROM NORTH WINDS SURVEY, INC. <br />DRAWING NO. 1046907 SURVEY PLAT SHEET 1 OF 1 DATED 7/27/16 <br />EXHIBIT E ATTACHMENT A <br />RECLAMATION EXCAVATION CONTOURS ACKERMAN <br />CHEYENNE COUNTY LANDFILL <br />CHEYENNE COUNTY, COLORADO <br />PIT SECTION 33 <br />CLIENT: CHEYENNE COUNTY <br />PROJECT: ACKERMAN PIT SEC 33 <br />PROJECT NO: <br />DATE COMPLETED: 05/28/2019 <br />DESIGNED BY: AEC <br />APPROVED BY: MAM <br />DRAWN BY: JGN <br />DWG NAME: CHW-2019-1049028.dvg <br />REVISION: <br />REVISED BY: <br />DATE: <br />0 1 ISSUED FOR REVIEW <br />AMERICAN <br />ENVIRONMENTAL <br />CONSULTING, LLC. <br />