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9 TH POST <br />1.5 IN. PIPE � <br />WEST QUART JR CORNER <br />SECTION 2 <br />L X /ST /.V6 4 CC65S /%a0 <br />Al B9 ° 2Y'oo "w <br />aj� 2229.9 Fr. <br />AIM <br />1.5 IN. P-PE <br />9.75 FT <br />6.50 FT, <br />9. 10 FT. <br />EAST QUARTER CORNER <br />2 <br />Wea of Involvement <br />around the mining <br />-angeland grasses. <br />Irasses at the pro - <br />Western Wheatgrass C 20% <br />ul ue grama 0 55% <br />Sedge @? 5% <br />Buffalo grass p 5% <br />EXHIBIT C (d) - Total Area of <br />Involvement <br />GUENZI GRAVEL PIT <br />9.96 ACRES IN THE SE 1/4 OF <br />SECTION 2, T.7 N., R.54W. OF <br />LOGAN COUNTY, COLORADO <br />N <br />[A <br />0 100 200 <br />SCALE 1 INCH = 100 FEET <br />SUF2VEYOF2S C FEE F2T I F I CATS <br />THE 6TH P.M. <br />I HEREIN CERTIFY THIS PLAT IS OF A SURVEY I DID IN AUGUST 1987 FOR <br />LOGAN COUNTY MONUMENTING THE CORNERS OF THE GUENZI GRAVEL PIT. SAID <br />GUENZI GRAVEL PIT BEING 9.96 ACRES OF LAND IN THE SOUTHEAST QUARTER <br />(SE 1/4) OF SECTION TWO (2), TOWNSHIP SEVEN (7) NORTH, RANGE <br />FIFTY —FOUR (54) WEST OF THE SIXTH (6) PRINCIPAL MERIDIAN, LOGAN <br />COUNTY, COLORADO, <br />COMMENCING AT THE NORTHEAST CORNER OF SAID SE 1/4 OF SECTION 2 PROCEED <br />NORTH 890 24' 00" WEST 2229.9 FEET ON THE NORTH LINE OF <br />SAID SE 1/4; <br />THENCE SOUTH On 36' 00" WEST 133.75 FEET TO THE POINT <br />OF BEGINNING• <br />THENCE <br />s <br />SOUTH <br />360 <br />56'20" <br />EAST <br />590.0 <br />FEET; <br />; E® <br />THENCE <br />SOUTH <br />220 <br />24' <br />00" <br />WEST <br />685.7 <br />FEET; <br />L� <br />Fi� <br />THENCE <br />NORTH <br />790 <br />26' <br />00" <br />WEST <br />299.25 FEET; <br />THENCE <br />NORTH <br />1° <br />00' <br />25" <br />WEST <br />290.0 <br />FEET; <br />OCT 131987 <br />THENCE <br />NORTH <br />100 <br />14' <br />00" <br />EAST <br />324.0 <br />FEET; <br />LAND <br />THENCE <br />NORTH <br />510 <br />32' <br />40" <br />WEST <br />260.0 <br />FEET; <br />MINED NEE DIVISION <br />-THENCE <br />NORTH <br />510 <br />28' <br />30" <br />EAST <br />450.0 <br />FEET TO THE POINT <br />RECLAMATION <br />OF BEGINNING. <br />A TITLE SEARCH WAS NOT REQUESTED OR CONDUCTED BY ME FOR THIS OR <br />ADJACENT PROPERTIES THUS ALL RECORDED RIGHTS -OF -WAY, EASEMENTS, <br />DISCREPANCIES OF DESCRIPTION, ETC. OF RECORD WHICH A TITLE SEARCH <br />COULD REVEAL HAVE NOT BEEN CONSIDERED IN MAKING THIS SURVEY. SOME <br />RECORDED AND NON - RECORDED EASEMENTS MAY NOT BE SHOWN. <br />!\fig.•. oOb,.•',, <br />GERALD W. JEFFERIES Uj .d:V'; <br />ROUTE 2, STERLING, COLORADO <br />PROFESSIONAL ENGINEER AND 3 �19 �" ` <br />LAND SURVEYOR <br />��••,• SAP;: <br />COLO. REG. NO. 3643 <br />1401 ICE: ACCORDING 1-0 COLORADO LAW YOU MUST COMMENCE ANY LEGAL <br />ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER <br />YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON <br />ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE <br />DATE OF CERTIFICATION SHOWN HEREON. <br />5/8 INCH IRON REINFORCING RODS 36 INCHES LONG EACH WITH A METAL CAP <br />STAMPED JEFFERIES LS 3643 WERE DRIVEN INTO THE GROUND AS PROPERTY <br />CORNER MARKERS. <br />BEARINGS: THE BEARINGS USED ON THIS PLAT AND IN THE PROPERTY <br />DESCRIPTION WERE CALCULATED USING NORTH 89" 24' 00" <br />WEST AS THE BEARING OF THE NORTH LINE OF THE SE 1/4 OF SECTION 2, T. 7 <br />N., R. 54 W. OF THE SIXTH PRINCIPAL MERIDIAN, LOGAN COUNTY, COLORADO. <br />COUMITY SURVEYOR' E3 11—_ EF2T I F= I CATS <br />DEPOSITED THIS DAY OF , 19 <br />M., IN BOOK. OF THE COUNTY SURVEYOR'S LAND SURVEY <br />PLATS /RIGHT —OF —WAY SURVEYS AT PAGE , RECEPTION NUMBER <br />THIS LAND SURVEY PLAT COMPLIES WITH SECTION 38 -51 -102, COLORADO <br />REVISED STATUTES. <br />(SIGNED) <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />p J 0 <br />Permit Number <br />�91� /,J <br />Class: <br />SeGtiO xh <br />Class O Revision <br />_.- .__- .- .- .- .- ._..._ <br />TYpe/Seq <br />Class: O Repw 0 <br />Hydro <br />OGeneral <br />Doc Type: <br />OApplicalion (Coal only) 0 Bond 0 Enforcement O Inspection <br />