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EXHIBIT <br />QANDC09 <br />M1987064 <br />A <br />INC. <br />- SANDCO PIT <br />LOCATED IN SECTIONS 10, 111 14 & 15, <br />T 36 N, R 9 W, N.M.RM, <br />LA PLATA COUNTY, COLORADO <br />I ! <br />LEGEND <br />• SET: 2" ALUINUM CAP ON A 5/8" REBAR, STAMPED; <br />"ANIMAS SURVEYING & MAPPING, PIS 32437 ". <br />♦ SET: 2" ALUMINUM CAP ON A 314" REBAR, STAMPED <br />AS SHOWN HEREON. <br />FOUND: STANDARD BLM PIPE MONUMENT. <br />I O FOUND: 1 112" ALUMINUM CAP ON A 5/8" REBAR, <br />I STAMPED; , D. Z. CRn ES PLS 18450". <br />0 FOUND: 1 112" ALUMINUM CAP ON A 518" REBAR, <br />STAMPED; "COLD IS 12027 ". <br />O FOUND: MONUMENT AS DESCRIBED HEREON. <br />id UTILITY POLE POINT OF <br />- x - FENCE LINE BEGINNING <br />TIE TO N3 116 CORNER <br />AFFECTED LANDS <br />X Y• x X X BETWEEN SECTIONS 14 & 15 <br />I S74'01'27 "E, 1420.27' <br />I <br />I <br />I <br />I <br />I / / <br />I / / <br />I <br />I / <br />S36'43'47 "E <br />.\ i 49.48N63'43'06"E <br />rV sBBzB A53.99' <br />%pry eOn, <br />1 <br />R= 97.22' <br />A--42'04'42" <br />L--71.40' <br />66, <br />I <br />I <br />1 <br />I <br />h m <br />R= 17.22' <br />d= 124036'28" <br />L= 37.44' <br />LC= S30'03'29 "E <br />30.49' <br />�' F L�' S02'00'06 "W \� \ RQP�S F +� R X 7. �x X % % X . % % X X X R x R X X F %RXx % % X yq" / 322. <br />N 68 °50'33" W I x X 'x .R �;� 33.01' P 33 bb E 'R G��Si „ O Q X X% x x X x x% x R R x x. x% x R R X R X / <br />116.66' XG �y�. {{�2g'y5144� 0 6 3 a �' �%N IV b� <br />,., X �2(O�N .r o� �8� L'.J/O�_�% X'y, C. ` Bl� / 672414, 13 } Y R IX X X X X i % R x i % % % = X % / I <br />A R x i X % . \J % % , 100.00° �J.':ixCRx X,bY9.V q \/ \� X % % I x % % % %POINT OF R % Y X % % % <br />X % % Q % % % % s S R \\vW (y J p�\ �/ 1 X % R R % % % % % R % % % Z R' <br />�` % % % % %� % % % %X`oA S�Cs $ \ooy\ .,. % %6� %•BEGINNING % % % %�i� <br />Q„ � Q c�lJ . �- 523'31'36 "E '7 33 ' <br />% % % % % �0 \3g % k �RGR pGR X507 "« \ 111.02R= 97.22' 13755, R X X Y X . . . . .i <br />X w % X X R X % % R x $"�` 't•. R X X \r. 9Q % •� 676 ` 5= 101'42'27" Y _ % % % . X X�, ..� <br />x x .6 X � '� $ 3g1 \ \ L= 172.57' - R= 597.22' <br />%% % R X X X x% R X% X _ LC= N26'32'25 "W d= 57058'22 " -- <br />x Y x x% R X i R x !� S15 -24 -4 E -- =�- 150.79' <br />- •_--�° -` !,-804.27" <br />__ -- �-�- -' R 37.35' \ i N1 X1 LC =S73'37'11 "W <br />- _ _ - - y % X X X X X X % % } % % R R } R <br />X% Y I X X X X X% x X X X x X X X X x X \\1� I TIE: N 48'42'16" E 676.82' <br />% R M X X R X% M% Y% X% R Y R X% X SO979'42 "E \ � I 96.44' <br />X % %IIR Y % % R X X % % % R X X % X % " % X I'1 75.18' l 1 _- _ - -___ <br />C X X % X Ix X % X X X % X X X %% X% % X X X% L - -- _ ____ <br />% % %I GRAVEL PROCESSING AREAR " • roa r.....1,1 x x - -- <br />30.00' ACCESS EASEMENT <br />M� X % • % % . " 16.591 ACRE'S" " R " x " " �W w I i REC. NO. 502847 <br />I <br />A� f�.• X% Y %% I% X% X% X x% X R R% R X X x % %% 1{ 0, I <br />M i I% %% Y Y• R% x X R %% X <br />V 11 i1 I �`• �. 4 ' <br />%% R% X % X X X %% x %% i Y R X %" b <br />X X X X. %. Y% 28'56'27 "W %I <br />X% i M %% I% i% R X M X X X %% Y X 53.71' " / I <br />Y Y X X X% IX Y X R% R% x% X Y %% 56 ' I9 <br />,2'29'06 R <br />% R X % x R IY Y " A % % % % % % ,72' <br />% 38 <br />Y M R R x R x ;% X X X X X X X% X R <br />X % % X R X % / /i/ <br />X R M X Y x% Y M w YN. Xw{� <br />% X X X X X X I% YIP`/Y /X // ,\ <br />V �J <br />O. x R R X X x% I Y % R R X % % %% Y O\ %�% � „� I •/ ' <br />I <br />GRAPHIC SCALE <br />I <br />200 0 100 200 400 <br />! <br />1 inch = 200 feet <br />REFERENCE BEARING: The monumented Easterly line X X X X X X X x X X R X x X X. f7 <br />of the NE1/4NE1/4 OF Section 15, T 36 N, R 9 W, N.M.P.M. p % X X x % % % x l% % R % % Q • .E yv 91 <br />! as shown heeon, being N 00. 39'55" E. 1318.01'. E X X . % X % % % % I' X . Y " ��/ �AVI $ 10611. <br />I <br />O a. X X XLIX..Y x x X X X X X X �/� r(�� \Q 1 I / / /P� <br />W I I 1/ nY <br />% %4 X Y xy�xVf I=FS "W $g3�o92 / <br />XXXXx X x' ag829 B; �I /O <br />x x x R x M 4# <br />13 R x x 1 x. / /�� <br />p0 x x X X �1( f�7y1� i� i 4* <br />X x X% X x x �j I ��� �•�/ 1 <br />N6 9N. �I/ •��� //� <br />\\ x R x x x X x <br />\ \\ J x R X X % X X X /XI' go ' / /• <br />I <br />I <br />I <br />I <br />1 <br />X X X X I X X X X //' <br />X <br />i * <br />. X F X% X % X A{ (Z)1� I .�'•:�� /.i <br />%% X% X k X X X% i/ <br />, A <br />\ X x % X X X X% X li) V 4 <br />rJ \ X X X X X X X X X /%.`(� <br />p �X X. iY I 1/4 --------------------------------- <br />\\ % R i X k /rZti ! I I _____ <br />- -� - % % X i�/(rI{�M i _ - _ _ �- - - - - SURVEYORS STATEMENT <br />- - - - - -- -- - - - - -- -- \ i X %II-. O <br />X ; ;!-m / r <br />PROPERTY DESCRIPTIONS <br />PIT & ACCESS ROAD <br />A tract of land located in Sections 10, 11, 14 and 15 in Township <br />36 North, Range 9 West of the New Mexico Principal Meridian, La <br />Plata County, Colorado, being more particularly described as <br />follows: <br />COMMENCING at the north one - sixteenth corner between said <br />Sections 14 and 15, whence the northwest corner of Section 14 <br />bears N 00 °39' 55" E, a distance of 1316.01 feet; <br />THENCE N 49 °42'18" E, a distance of 98.44' to the POINT OF <br />BEGINNING; <br />THENCE N 77 °23'38" W, a distance of 137.55 feet; <br />THENCE along a curve to the right, having a radius of 97.22 feet, <br />an internal angle of 101 °42'27 ", a chord that bears N 26 °32'25" W, <br />for 150.79 feet, a distance of 172.57 feet; <br />THENCE N 24 °18'49" E, a distance of 96.27 feet; <br />THENCE S 72 °33'46" W, a distance of 414.73 feet; <br />THENCE N 29 °51'58" W, a distance of 61.44 feet; <br />THENCE N 72 °33'46" E, a distance of 481.51 feet; <br />THENCE along a curve to the left, having a radius of 77.78 feet, <br />an internal angle of 96 °57'49" a chord that bears N 24 °10'06" W <br />for 116.48 feet, a distance of 131.64 feet; <br />THENCE N 72 °39'00" W, a distance of 214.75 feet; <br />THENCE along a curve to the right having a radius of 87.22 feet, <br />an internal angle of 119 °48'23 ", a chord that bears S 12 °44'49" E, <br />for 150.91 feet, a distance of 182.38 feet; <br />THENCE S 47 °09'23" W, a distance of 166.63 feet; <br />THENCE along a curve to the left having a radius of 202.76 feet, <br />an internal angle of 42 °26'01 ", a chord that bears N 25 °56'23" E <br />for 146.77 feet, a distance of 150.18 feet; <br />THENCE N 04 °43'22" E,', a distance of 179.98 feet; <br />THENCE along a curve to the right having a radius of 247.22 an <br />internal angle of 79 °446'56', a chord that bears N 44 °36'50" E for <br />317.09 feet, a distance of 344.24 feet' <br />THENCE N 84 °30'18" E, a distance of 263.28 feet: <br />THENCE along a curve to the left having a radius of 302.78 feet <br />an internal angle of 38 °56'44 ", a chord that bears N 65 °01'56" E <br />for 201.87 feet, a distance of 205.81; <br />THENCE N 45 °33'34" E,; a distance of 626.71 feet; <br />THENCE along a curve to the right having a radius of 97.22 feet, <br />an internal angle of 42 °04'42 ", a chord that bears N 66 °35'55" E <br />for 69.80 feet, a distance of 71.40 feet; <br />THENCE N 87 °38'16" E„ a distance of 217.23 feet; <br />THENCE along a curve to the right having a radius of 17.22 feet, <br />an internal angle of 124 °36'30" ,a chord that bears S 30 °03'29" E <br />for 30.49 feet, a distance of 37.44 feet; <br />THENCE S 32 °14'46" W a distance of 183.04 feet; <br />THENCE along a curve to the left having a radius of 202.78 feet, <br />an internal angle of 56 °36'30" a chord that bears S 03 °56'30" W <br />for 192.30 feet, a distance of 200.35 feet; <br />THENCE S 24 °21'45" E, a distance of 221.98 feet; <br />THENCE along a curve to the right having a radius of 247.22 <br />feet, an internal angle of 44 °49'44 ", a chord that bears S <br />01 °56'53" E for 188.531 feet, a distance of 193.43 feet; <br />THENCE S 20 °27'59" W,, a distance of 191.95 feet; <br />THENCE along a curve to the left having a radius of 302.78 feet, <br />an internal angle of 38 °25'14 ", a chord that bears S 01 °1522" W <br />for 199.25 feet, a distance of 203.04 feet; <br />THENCE S 17 °57'15" E, a distance of 312.93 feet; <br />THENCE along a curve to the right having a radius of 82.22 feet, <br />an internal angle of 106 °20'20 ", a chord that bears S 35 012'55" W <br />for 131.61 feet, a distance of 152.60 feet; <br />THENCE S 88 °23'05" iW a distance of 322.88 feet; <br />THENCE along a curvice to the left having a radius of 252.78 feet, <br />an internal angle of 43 °45'06 ", a chord that bears S 66 °30'32" W <br />for 188.37 feet, a distance of 193.03 feet: <br />THENCE S 44 °37'59" W, a distance of 118.59 feet; <br />THENCE along a curve to the right having a radius of 597.22 <br />feet, an internal angile of 57 °58'23" a chord that bears S 73 037'11" <br />W, for 578.82, a distatnce of 604.27 feet to the POINT OF <br />BEGINNING. <br />Said tract contains 44.00 acres, more or less. <br />N� O R I II 1 1, Uavia v. Crelenmucn, a megis Eerea rraressionai Lama Jurveyor In Ene Jcace <br />• m 1 1 of Colorado, do hereby state that this survey was nnade under my direct <br />-" I} 1 'I 1 supervision and checking, is in accordance with aplplicable standards of <br />practice and at it is true and correct to the bes3t of my knowledge and <br />PLAT NOTICES <br />belief. pE <br />\ O S <br />\ \ \\ !\ ,NCSN�a ` \ • NOTICE: According to Colorado law you must commence any legal action based upon any A� <br />\ • °o'• \ \ / defect in this survey within three years after you first discovered such defect. In no event, 0 E7F,y 'A <br />may any octioni based upon any defect in this survey be commenced more than ten years `•i <br />from the date of the statement shown hereon. G <br />S 42 °24'31" K' NOTICE: This survey does not constitute a title search by Animas Surveying & Mapping, Da ie mu <br />15.67' \ ♦ \� Corporation to determine ownership or easements of record. As requested by the client, P.L 7 y <br />\\ ` /� easements of record were not researched and therefore are not shown hereon. Date: s <br />�``41 <br />% f t I t d ' A 'I f 2001 For' <br />ani�' L �t �l1�' <br />ip NOTICE; The a uge o wa er was oca a In pr o <br />Animas S$TV@ying"`& Mapping, Corporation <br />REVISIONS: <br />18 DEC 03 <br />13 APR 04 <br />PROCESSING AREA & RIVER CROSSING <br />A tract of land located in Section 15, Township 36 North, Range <br />9 West of the New Mexico Principal Meridian, La Plata County, <br />Colorado, being more particularly described as follows; <br />COMMENCING at the north one - sixteenth corner between <br />Sections 14 and 15, whence the northeast corner of Section 15 <br />bears N 00 °39'55" E, a distance of 1316.01 feet; <br />THENCE N 74 °01'27" W, a distance of 1420.27 feet to a point on <br />the westerly line of that parcel of land described in deed <br />recorded December 16, 1999 in the Office of the La Plata <br />County Clerk and Recorder under Reception No. 779312, being <br />the POINT OF BEGINNING; <br />THENCE N 22 °09'44" E along the westerly line of said parcel <br />described in Reception No. 779312, a distance of 42.12 feet; <br />THENCE along the westerly edge of the Animas River the <br />following seven (7) courses: <br />1 )THENCE S 35 °43'47" E a distance of 49.49 feet; <br />2 )THENCE S 68 °26'15" E, a distance of 235.77 feet; <br />3 )THENCE N 63 °43'06" E, a distance of 53.99 feet; <br />4 )THENCE S 60*15'35" E, a distance of 45.69 feet; <br />5 )THENCE S 02 °00'06" W, a distance of 33.01 feet; <br />6 )THENCE S 39 °43'13" E, a distance of 146.85 feet; <br />7 )THENCE S 34 °10'10" E, a distance of 57.36 feet; <br />THENCE N 67 °25'07" E, a distance of 395.50 feet; <br />THENCE S 29 °51'58" E a distance of 100.81 feet; <br />THENCE S 67 °25'07" W, a distance of 391.36 feet; <br />THENCE along the westerly edge of the Animas River the <br />following fifteen (15) courses: <br />1 )THENCE S 15 °24'46" E, a distance of 37.35 feet; <br />2 )THENCE S 09 °19'42" E, a distance of 75.16 feet; <br />3 )THENCE S 04 °26'07" E, a distance of 267.68 feet; <br />4 )THENCE S 28 °58'27" W, a distance of 53.71 feet; <br />5 )THENCE S 52 °29'06" W, a distance of 38.72 feet; <br />6 )THENCE S 37 °44'22" W, a distance of 113.01 feet; <br />7 )THENCE S 58 °40'34" W, a distance of 186.91 feet; <br />8 )THENCE S 60 °31'00" W, a distance of 108.22 feet; <br />9 )THENCE S 69 °39'59" W, a distance of 204.61 feet; <br />10) THENCE S 31 °35'16" W, a distance of 250.83 feet; <br />11)THENCE S 20 °34'50" W, a distance of 325.61 feet; <br />12)THENCE S 13 °14'48" W, a distance of 112.03 feet; <br />13) THENCE S 03 °01'22" E, a distance of 142.68 feet; <br />14)THENCE S 25 °06'21" E, a distance of 257.98 feet; <br />15)THENCE S 42 °24'31" W, a distance of 15.67 feet; <br />THENCE along said westerly line of that parcel described in <br />Reception No. 779312 the following six (6) courses: <br />1)THENCE N 28 °09'49" W, a distance of 733.18 feet; <br />2)THENCE N 46 °11'36" E, a distance of 394.16 feet; <br />3)THENCE N 06 °10'00" E, a distance of 422.49 feet; <br />4)THENCE N 21 °21'36" E, a distance of 386.36 feet; <br />5)THENCE N 20 °32'16" E a distance of 424.79 feet; <br />6)THENCE N 68 °50'33" W, a distance of 118.68 feet to the POINT <br />OF BEGINNING. <br />Said tract contains 17.49 acres, more or less. <br />TEMPORARY TOPSOIL STOCKPILE AREA <br />A tract of land located in Section 15, Township 36 North, Range <br />9 West of the New Mexico Principal Meridian, La Plata County, <br />Colorado, being more particularly described as follows; <br />A area adjacent to the perimeter of the gravel pit extending <br />approximately 8 feet outward from the edge of the pit, as <br />shown hereon. <br />Said tract contains 0.86 acres, more or less <br />Pecll% wr., <br />APR 2 02004 <br />Divrsr,r)ural7go P* lce <br />n0f. M or3ls's <br />m' <br />Q <br />u <br />w a <br />0� <br />o <br />OF <br />E <br />m <br />m <br />a <br />0 <br />z0 <br />E U U <br />� O O <br />LL 0 0 <br />LC= N66'35 55 E N87'38'16 "E <br />69.80' <br />x% X M M% F k X X <br />/f -♦ I / <br />/ A <br />,Y i <br />A R X % k % % M % % X X, <br />R V <br />X X <br />; / <br />/.•'�OQ /O` 1 <br />11i, /X X X <br />X X <br />X X X <br />/./ ; <br />J '' / / <br />TEMPORARY TOPSOIL ' <br />'b', f X" X X <br />X X <br />X % X X X X R X% <br />/ 6 �" I % <br />%/ S <br />STOCKPILE AREA A <br />@I X <br />A " " " " " <br />" X <br />X " X " X " <br />I. I <br />AROUND P <br />X „ <br />„YXXXIi.. , <br />% X <br />, <br />d= 56'36'30" <br />X X <br />X X x R <br />R X x x x x x <br />x x <br />xL= 200.35' N <br />d= 36'56'44" <br />�( X X <br />X X X % <br />% X X X X R X <br />X X <br />N <br />L= 205.81' / <br />/x x <br />x Y. X <br />X X X <br />X X X X% X% I <br />I 192.30' X <br />/ Y <br />201.87' XX " <br />Y x <br />x x X <br />X X X a <br />a x R% Y x x <br />x % <br />%% x x x <br />d= 79'46'58" 1 2 <br />'E � <br />% % x <br />x % % <br />% X X <br />X % % R <br />R X x % X R X <br />X F <br />F % x X X I X % % % %\ •a`X <br />L/=- 344.24 I N <br />/� % <br />�X X X X <br />X X X <br />X X X <br />X X X X <br />X X X X X X X <br />X X <br />X X X X X X X X X X X{ <br />LC N44'36'50 "E 2 <br />263,28' _ <br />_ ,rX X x X X X <br />X X X <br />X X% X <br />X X x <br />x %% R Y X X <br />X X <br />X %% X X X X R X X X" <br />317.09' S10 I �•' X-% X} X <br />X X <br />X X X X v••.. • <br />•• X Y <br />Y% R <br />R Y %% i <br />i x) X <br />X X X I X X X X X X _- <br />/ / % <br />%% X X X X% x <br />% %% x <br />x% Y" X% I X R <br />_ X <br />X X X <br />x X <br />_L i <br />X X <br />^ <br />/ i <br />x x I Y"" x <br />x x R <br />X X R x X X <br />X X X <br />X X X <br />X X X X <br />X X X Y„. R <br />R X <br />X X[% Y <br />/ / <br />X X % % % % % X x % <br />% % X <br />X X • . X % % X R X <br />X % % <br />% X X <br />X Y % % <br />% % � <br />9p3/�X�42C XL px % % 1 <br />x x <br />x X X X. %% % X <br />X X X <br />X% X Y Y x R R %% x <br />x X <br />X Y% X <br />X x} x <br />x X% Y X R <br />R x <br />� �' 9 <br />% Y % <br />% X R <br />R X X F X X X X R% X <br />X% x <br />x% Y %% X. R% X <br />X % <br />%% x <br />x X X X <br />X %% x <br />.463 " <br />I X R % <br />% X, X <br />X% k X% X% M% X <br />X X X <br />X R% % <br />%% . X X X <br />I X X <br />X% ., X <br />X X% X% X% X% M <br />M X Y <br />Y Z X %% X %% Y % <br />% % % <br />%} % <br />%% X k <br />k X % % % %% Y <br />Y Y Y %% X% R R R X %/ <br />X R <br />R% R <br />R x% M% x R %.% i <br />i x <br />x <br />dco P <br />Pit.. . <br />X% x % R X% X k <br />x% 4% Y <br />Y % %% I x X X% Y <br />Y X <br />X% X .. Y <br />.. X <br />Y X X k Y x %% ,y <br />/ R= 202.78' a' R x <br />x 3 <br />X X Y %% % X X X <br />x % X <br />X X X <br />X %% x <br />x Z x <br />x Y % %% X R <br />R R <br />%% <br />O ^ <br />x X X <br />X %% X %[ R <br />1t= 802.'76' „ <br />� d <br />X %% X M <br />M X x <br />x X % <br />% X X X <br />X <br />x x <br />x 5= 38025'14" 1 <br />P( X <br />R % x X % % x <br />x R % <br />% % R X R % X X X <br />x R <br />R R X <br />X X x <br />x i R R X X <br />X Y <br />1 <br />148.77' x <br />% X Y Y X% X% i X <br />. [ <br />[ x <br />% %% i <br />i Y <br />x x <br />x x L <br />X% <br />LC= SOIK5'22 "W <br />/ X x <br />X %% F X X x X Y M <br />M R X <br />X} Y X% X% x% R <br />R I X <br />X X X <br />X% X X <br />X X X X Y X% X <br />X% X <br />X 199.26' <br />\/ , <br />X Y Y% X Y X %% X <br />X M X <br />X% X• %% X x %% X <br />X % <br />%% x <br />x I X <br />X % %% Y X <br />X X <br />X %% R X% R R% <br />,(�'�� Y <br />% X X X X % %% X % <br />% %% X <br />X• x% X k X M <br />Y\ <br />R X[ X� % X X <br />X M %• X x% x <br />x X <br />X R X% Y %% <br />X X I" X X X I% <br />X x X. %. X x M X X <br />X R X <br />X % X X X % <br />%% x <br />x R" X <br />X % X <br />X X X% X %% F <br />F X <br />% % % % %% Yrr-- % X I[ X <br />X X X <br />X X X <br />X X X <br />X X X <br />X X% X <br />X % X X X% X <br />X. 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R X X \r. 9Q % •� 676 ` 5= 101'42'27" Y _ % % % . X X�, ..� <br />x x .6 X � '� $ 3g1 \ \ L= 172.57' - R= 597.22' <br />%% % R X X X x% R X% X _ LC= N26'32'25 "W d= 57058'22 " -- <br />x Y x x% R X i R x !� S15 -24 -4 E -- =�- 150.79' <br />- •_--�° -` !,-804.27" <br />__ -- �-�- -' R 37.35' \ i N1 X1 LC =S73'37'11 "W <br />- _ _ - - y % X X X X X X % % } % % R R } R <br />X% Y I X X X X X% x X X X x X X X X x X \\1� I TIE: N 48'42'16" E 676.82' <br />% R M X X R X% M% Y% X% R Y R X% X SO979'42 "E \ � I 96.44' <br />X % %IIR Y % % R X X % % % R X X % X % " % X I'1 75.18' l 1 _- _ - -___ <br />C X X % X Ix X % X X X % X X X %% X% % X X X% L - -- _ ____ <br />% % %I GRAVEL PROCESSING AREAR " • roa r.....1,1 x x - -- <br />30.00' ACCESS EASEMENT <br />M� X % • % % . " 16.591 ACRE'S" " R " x " " �W w I i REC. NO. 502847 <br />I <br />A� f�.• X% Y %% I% X% X% X x% X R R% R X X x % %% 1{ 0, I <br />M i I% %% Y Y• R% x X R %% X <br />V 11 i1 I �`• �. 4 ' <br />%% R% X % X X X %% x %% i Y R X %" b <br />X X X X. %. Y% 28'56'27 "W %I <br />X% i M %% I% i% R X M X X X %% Y X 53.71' " / I <br />Y Y X X X% IX Y X R% R% x% X Y %% 56 ' I9 <br />,2'29'06 R <br />% R X % x R IY Y " A % % % % % % ,72' <br />% 38 <br />Y M R R x R x ;% X X X X X X X% X R <br />X % % X R X % / /i/ <br />X R M X Y x% Y M w YN. Xw{� <br />% X X X X X X I% YIP`/Y /X // ,\ <br />V �J <br />O. x R R X X x% I Y % R R X % % %% Y O\ %�% � „� I •/ ' <br />I <br />GRAPHIC SCALE <br />I <br />200 0 100 200 400 <br />! <br />1 inch = 200 feet <br />REFERENCE BEARING: The monumented Easterly line X X X X X X X x X X R X x X X. f7 <br />of the NE1/4NE1/4 OF Section 15, T 36 N, R 9 W, N.M.P.M. p % X X x % % % x l% % R % % Q • .E yv 91 <br />! as shown heeon, being N 00. 39'55" E. 1318.01'. E X X . % X % % % % I' X . Y " ��/ �AVI $ 10611. <br />I <br />O a. X X XLIX..Y x x X X X X X X �/� r(�� \Q 1 I / / /P� <br />W I I 1/ nY <br />% %4 X Y xy�xVf I=FS "W $g3�o92 / <br />XXXXx X x' ag829 B; �I /O <br />x x x R x M 4# <br />13 R x x 1 x. / /�� <br />p0 x x X X �1( f�7y1� i� i 4* <br />X x X% X x x �j I ��� �•�/ 1 <br />N6 9N. �I/ •��� //� <br />\\ x R x x x X x <br />\ \\ J x R X X % X X X /XI' go ' / /• <br />I <br />I <br />I <br />I <br />1 <br />X X X X I X X X X //' <br />X <br />i * <br />. X F X% X % X A{ (Z)1� I .�'•:�� /.i <br />%% X% X k X X X% i/ <br />, A <br />\ X x % X X X X% X li) V 4 <br />rJ \ X X X X X X X X X /%.`(� <br />p �X X. iY I 1/4 --------------------------------- <br />\\ % R i X k /rZti ! I I _____ <br />- -� - % % X i�/(rI{�M i _ - _ _ �- - - - - SURVEYORS STATEMENT <br />- - - - - -- -- - - - - -- -- \ i X %II-. O <br />X ; ;!-m / r <br />PROPERTY DESCRIPTIONS <br />PIT & ACCESS ROAD <br />A tract of land located in Sections 10, 11, 14 and 15 in Township <br />36 North, Range 9 West of the New Mexico Principal Meridian, La <br />Plata County, Colorado, being more particularly described as <br />follows: <br />COMMENCING at the north one - sixteenth corner between said <br />Sections 14 and 15, whence the northwest corner of Section 14 <br />bears N 00 °39' 55" E, a distance of 1316.01 feet; <br />THENCE N 49 °42'18" E, a distance of 98.44' to the POINT OF <br />BEGINNING; <br />THENCE N 77 °23'38" W, a distance of 137.55 feet; <br />THENCE along a curve to the right, having a radius of 97.22 feet, <br />an internal angle of 101 °42'27 ", a chord that bears N 26 °32'25" W, <br />for 150.79 feet, a distance of 172.57 feet; <br />THENCE N 24 °18'49" E, a distance of 96.27 feet; <br />THENCE S 72 °33'46" W, a distance of 414.73 feet; <br />THENCE N 29 °51'58" W, a distance of 61.44 feet; <br />THENCE N 72 °33'46" E, a distance of 481.51 feet; <br />THENCE along a curve to the left, having a radius of 77.78 feet, <br />an internal angle of 96 °57'49" a chord that bears N 24 °10'06" W <br />for 116.48 feet, a distance of 131.64 feet; <br />THENCE N 72 °39'00" W, a distance of 214.75 feet; <br />THENCE along a curve to the right having a radius of 87.22 feet, <br />an internal angle of 119 °48'23 ", a chord that bears S 12 °44'49" E, <br />for 150.91 feet, a distance of 182.38 feet; <br />THENCE S 47 °09'23" W, a distance of 166.63 feet; <br />THENCE along a curve to the left having a radius of 202.76 feet, <br />an internal angle of 42 °26'01 ", a chord that bears N 25 °56'23" E <br />for 146.77 feet, a distance of 150.18 feet; <br />THENCE N 04 °43'22" E,', a distance of 179.98 feet; <br />THENCE along a curve to the right having a radius of 247.22 an <br />internal angle of 79 °446'56', a chord that bears N 44 °36'50" E for <br />317.09 feet, a distance of 344.24 feet' <br />THENCE N 84 °30'18" E, a distance of 263.28 feet: <br />THENCE along a curve to the left having a radius of 302.78 feet <br />an internal angle of 38 °56'44 ", a chord that bears N 65 °01'56" E <br />for 201.87 feet, a distance of 205.81; <br />THENCE N 45 °33'34" E,; a distance of 626.71 feet; <br />THENCE along a curve to the right having a radius of 97.22 feet, <br />an internal angle of 42 °04'42 ", a chord that bears N 66 °35'55" E <br />for 69.80 feet, a distance of 71.40 feet; <br />THENCE N 87 °38'16" E„ a distance of 217.23 feet; <br />THENCE along a curve to the right having a radius of 17.22 feet, <br />an internal angle of 124 °36'30" ,a chord that bears S 30 °03'29" E <br />for 30.49 feet, a distance of 37.44 feet; <br />THENCE S 32 °14'46" W a distance of 183.04 feet; <br />THENCE along a curve to the left having a radius of 202.78 feet, <br />an internal angle of 56 °36'30" a chord that bears S 03 °56'30" W <br />for 192.30 feet, a distance of 200.35 feet; <br />THENCE S 24 °21'45" E, a distance of 221.98 feet; <br />THENCE along a curve to the right having a radius of 247.22 <br />feet, an internal angle of 44 °49'44 ", a chord that bears S <br />01 °56'53" E for 188.531 feet, a distance of 193.43 feet; <br />THENCE S 20 °27'59" W,, a distance of 191.95 feet; <br />THENCE along a curve to the left having a radius of 302.78 feet, <br />an internal angle of 38 °25'14 ", a chord that bears S 01 °1522" W <br />for 199.25 feet, a distance of 203.04 feet; <br />THENCE S 17 °57'15" E, a distance of 312.93 feet; <br />THENCE along a curve to the right having a radius of 82.22 feet, <br />an internal angle of 106 °20'20 ", a chord that bears S 35 012'55" W <br />for 131.61 feet, a distance of 152.60 feet; <br />THENCE S 88 °23'05" iW a distance of 322.88 feet; <br />THENCE along a curvice to the left having a radius of 252.78 feet, <br />an internal angle of 43 °45'06 ", a chord that bears S 66 °30'32" W <br />for 188.37 feet, a distance of 193.03 feet: <br />THENCE S 44 °37'59" W, a distance of 118.59 feet; <br />THENCE along a curve to the right having a radius of 597.22 <br />feet, an internal angile of 57 °58'23" a chord that bears S 73 037'11" <br />W, for 578.82, a distatnce of 604.27 feet to the POINT OF <br />BEGINNING. <br />Said tract contains 44.00 acres, more or less. <br />N� O R I II 1 1, Uavia v. Crelenmucn, a megis Eerea rraressionai Lama Jurveyor In Ene Jcace <br />• m 1 1 of Colorado, do hereby state that this survey was nnade under my direct <br />-" I} 1 'I 1 supervision and checking, is in accordance with aplplicable standards of <br />practice and at it is true and correct to the bes3t of my knowledge and <br />PLAT NOTICES <br />belief. pE <br />\ O S <br />\ \ \\ !\ ,NCSN�a ` \ • NOTICE: According to Colorado law you must commence any legal action based upon any A� <br />\ • °o'• \ \ / defect in this survey within three years after you first discovered such defect. In no event, 0 E7F,y 'A <br />may any octioni based upon any defect in this survey be commenced more than ten years `•i <br />from the date of the statement shown hereon. G <br />S 42 °24'31" K' NOTICE: This survey does not constitute a title search by Animas Surveying & Mapping, Da ie mu <br />15.67' \ ♦ \� Corporation to determine ownership or easements of record. As requested by the client, P.L 7 y <br />\\ ` /� easements of record were not researched and therefore are not shown hereon. Date: s <br />�``41 <br />% f t I t d ' A 'I f 2001 For' <br />ani�' L �t �l1�' <br />ip NOTICE; The a uge o wa er was oca a In pr o <br />Animas S$TV@ying"`& Mapping, Corporation <br />REVISIONS: <br />18 DEC 03 <br />13 APR 04 <br />PROCESSING AREA & RIVER CROSSING <br />A tract of land located in Section 15, Township 36 North, Range <br />9 West of the New Mexico Principal Meridian, La Plata County, <br />Colorado, being more particularly described as follows; <br />COMMENCING at the north one - sixteenth corner between <br />Sections 14 and 15, whence the northeast corner of Section 15 <br />bears N 00 °39'55" E, a distance of 1316.01 feet; <br />THENCE N 74 °01'27" W, a distance of 1420.27 feet to a point on <br />the westerly line of that parcel of land described in deed <br />recorded December 16, 1999 in the Office of the La Plata <br />County Clerk and Recorder under Reception No. 779312, being <br />the POINT OF BEGINNING; <br />THENCE N 22 °09'44" E along the westerly line of said parcel <br />described in Reception No. 779312, a distance of 42.12 feet; <br />THENCE along the westerly edge of the Animas River the <br />following seven (7) courses: <br />1 )THENCE S 35 °43'47" E a distance of 49.49 feet; <br />2 )THENCE S 68 °26'15" E, a distance of 235.77 feet; <br />3 )THENCE N 63 °43'06" E, a distance of 53.99 feet; <br />4 )THENCE S 60*15'35" E, a distance of 45.69 feet; <br />5 )THENCE S 02 °00'06" W, a distance of 33.01 feet; <br />6 )THENCE S 39 °43'13" E, a distance of 146.85 feet; <br />7 )THENCE S 34 °10'10" E, a distance of 57.36 feet; <br />THENCE N 67 °25'07" E, a distance of 395.50 feet; <br />THENCE S 29 °51'58" E a distance of 100.81 feet; <br />THENCE S 67 °25'07" W, a distance of 391.36 feet; <br />THENCE along the westerly edge of the Animas River the <br />following fifteen (15) courses: <br />1 )THENCE S 15 °24'46" E, a distance of 37.35 feet; <br />2 )THENCE S 09 °19'42" E, a distance of 75.16 feet; <br />3 )THENCE S 04 °26'07" E, a distance of 267.68 feet; <br />4 )THENCE S 28 °58'27" W, a distance of 53.71 feet; <br />5 )THENCE S 52 °29'06" W, a distance of 38.72 feet; <br />6 )THENCE S 37 °44'22" W, a distance of 113.01 feet; <br />7 )THENCE S 58 °40'34" W, a distance of 186.91 feet; <br />8 )THENCE S 60 °31'00" W, a distance of 108.22 feet; <br />9 )THENCE S 69 °39'59" W, a distance of 204.61 feet; <br />10) THENCE S 31 °35'16" W, a distance of 250.83 feet; <br />11)THENCE S 20 °34'50" W, a distance of 325.61 feet; <br />12)THENCE S 13 °14'48" W, a distance of 112.03 feet; <br />13) THENCE S 03 °01'22" E, a distance of 142.68 feet; <br />14)THENCE S 25 °06'21" E, a distance of 257.98 feet; <br />15)THENCE S 42 °24'31" W, a distance of 15.67 feet; <br />THENCE along said westerly line of that parcel described in <br />Reception No. 779312 the following six (6) courses: <br />1)THENCE N 28 °09'49" W, a distance of 733.18 feet; <br />2)THENCE N 46 °11'36" E, a distance of 394.16 feet; <br />3)THENCE N 06 °10'00" E, a distance of 422.49 feet; <br />4)THENCE N 21 °21'36" E, a distance of 386.36 feet; <br />5)THENCE N 20 °32'16" E a distance of 424.79 feet; <br />6)THENCE N 68 °50'33" W, a distance of 118.68 feet to the POINT <br />OF BEGINNING. <br />Said tract contains 17.49 acres, more or less. <br />TEMPORARY TOPSOIL STOCKPILE AREA <br />A tract of land located in Section 15, Township 36 North, Range <br />9 West of the New Mexico Principal Meridian, La Plata County, <br />Colorado, being more particularly described as follows; <br />A area adjacent to the perimeter of the gravel pit extending <br />approximately 8 feet outward from the edge of the pit, as <br />shown hereon. <br />Said tract contains 0.86 acres, more or less <br />Pecll% wr., <br />APR 2 02004 <br />Divrsr,r)ural7go P* lce <br />n0f. M or3ls's <br />m' <br />Q <br />u <br />w a <br />0� <br />o <br />OF <br />E <br />m <br />m <br />a <br />0 <br />z0 <br />E U U <br />� O O <br />LL 0 0 <br />