The URL can be used to link to this page

Home My WebLink About1.0 ApplicationBEFORE THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO PETITION FOR EXEMPTION Pursuant to C.R.S. (1973) Section 30-28-101 (10) (a) -(d) as amended, and the Subdivision Regulations of Garfield County, Colorado, adopted September 1, 1972 and amended April 14, 1975, Section 1.02.17 (d) and 3.02.01 the under- signed Walter Huber respectfully petitions the Board of County Commissioners of Garfield County, Colorado, to exempt by resolution the division of 19.34 acre tract of land into two tracts of approximately 14.34 and 5 acres each, more or less, and which tract to be subdivided is more particularly described as follows: (leoal description - attach separate sheet if additional space is required) SEE EXHIBIT "A", attached hereto from the definitions of "subdivision" and "subdivision land" as the terms are used and defined in C.R.S. (1973) Section 30-28-101 (a) - (d) and the Garfield County Subdivision Regulations, for the reasons stated below: To sell the 5 -acre parcel In support of this petition the petitioner also submits the following: xx(a) Map drawn to scale showing proposed lot subdivision and access. (b) Vicinity Map. XX(c) Statement on source of domestic water. (d) Statement on method of sewage disposal. (e) 100 year floodplain information where live stream crosses or adjoins said tract. XX(f) Fee in the amount of 55.00 XX(g) Soils types Submitted at Glenwood Springs, Colorado, this llth day of February , 1983. Petitioner WALTER HUBER 1793 Buford Road Mailing Address New Castle ,Colorado 81647 945-9424 Telephone Number • • EXHIBIT "A" - LEGAL DESCRIPTION nVparcel of land situated in the SLIe7'2,(2ene !eitien 25, Township 5 South, Range 91, west of the Sixth Principal Meridian, lying Ensterly of the East Elk Creek .iCenterline, Northerly of said Section 25 1 1t--'v:c1 centerline, Westerly of said ;Section 25 North-South Centerline, nf rh, southwest erlv right -o' -way of County Road No. 245, i- more part!onlarly 1..!et-iiled as follows: nelieginning at the North pe.-,efer -,ien ie. - H ,e, ..":, a tnear :rd cae in place; thence S. 18'57'53" W. 121He". f(,: ie (-,nid rehreof-way, also being a point on a Ilene ceetetl'ne - !,e " • :at of .(.einning; thence 85.22 feet- along a curve to ter1(':. liee .eenfen- Ley:ng a-radins 622.38 feet and chord of whieh line-. : r. H i . i,'.15 Te(t, thence S. 11° 12'52" E., 403.91 feet alon id1 : , . •.. t :..!1.350 1,-.r. a:ong a curve to •', •, the left, along said righteefeny, Avi:.y i olL "L'.):, fett- and chord f which hears: S. 20'23'0P" F., 22.:44 1„t: !„: ... e9")3'25" E., 350.91 feet along said right-ofewne: tInene 7‘,.?!. fe(e 7-ee n i Hive to the. left, along :1d right-of-way, havine a reilins o: ,".e.9'+ fee!, afd -rd of which hears: S. 3547'50" E., 76.09 feet to a nein: ci e:1.1 `ieet ion 25 North-South Center- line; thence leaving said r4fhteof-wee, 000'00" L., 416.62 feet along • said North-South centerli ine to a ;int oe in,iT -iei;iee 25 Trist-West center- line, the center of said Section 25. reiir 111! c;*p in place; thence leaving said North-South centerline, S. 2°11 '4) W., :+:“..05 feet alone said East-West center- 31ne to a point on said East Flk Creel( (e,ter-1:nc: :hence leaving said East- West centerline, N. 1118'50" W., 12!..86 fee: eieee said Creek centerl ine; thence N. 32'45'30" W., 112.71 font along !•,c1 eenen eienerline; thence N. 52°22'14" W., 71.59 feet along said Creek centerline; thence N. 1/24'50" W. , 250.85 feet along • said 'Creel; centerline; thce-e N. 79°15'4S" W., 165.n5 feet along said Creek center- line: thence N. 34°48'38" W., 77.46 feet alene sei,il Crcek centerline; thence . N. 10°15'22" E., 222.73 fein along said Creeif '1 i;*: thence N. 33°48'27" W. 208.66 feet along said Creek centerline; thin-- N. :'W)27'36" W., 54.19 feet along said Creek centerline to a enint oe the n-: 1Jee e,eni•rline; thence leaving said Creek centerline, N. 55°41'19" E., en,.29 feet Hon:. '-;,H 1nne centerline; thence N. 60°06'03" E. 663.57 feet alene ::ini liin ei:nirliin. to a point- on said road right-of-way, the "True" pnt of feeinnine. The above. described parcel conteine 5.34 acref, ecre er less. together with a strip of 1.ee feet to he eeed a' 4 road access easement hking 1(et on e'de of the folloOLItA described centerline; Beginning at the Southeast (re -'r of tI Si,,NW;:. of Section / thence S. 8911 '40" W. 10.00 feet along the SoutLerly line said SETeNW4 to a point on the conterlin', of naid road easemhtil tLence N. 00'02'00" W. 314.2:, !,:et along :-aid centerline; t1 te N. 37°56'07" W. 189.33 feet alone said ce::terline; thence N.iU 07°14/00" W. 49.00 feet along nd centerline; thence N. 19°4r, 00" W. 59.00 feet along said centerline; thtnee N. 26°25'00" feet along said centerline; thi-nce N. 22°57'00" W. 76.00 feet a nTt,,tel, said- centerline; thence N. 37'18'00" W. 91.00 feet along said , centerline; thence N. 45°36'00" W. 57.00 feet along said thence N. 1851'00" W. 86.00 feet along saie (-enterline; N. 06°45'00" E. 82.00 feet aleng said centerline; thence 1 centerli thence N.10° 33'00"W. 86.00 feet along said centerline; thence N. 07°39'00" W. 97.00 feet along said e(nterline; thence N. 11°50'00" W. 53.00 feet along said centerline; thence N. 15°26'00" W. 84.00 feet along, eaid centerline; thence N. 2348'00" W. 97.00 feet along said c'enterline; thence N. 10'37'00" W. 32.00 feet along said centerA0 :0 n point in the center of an existinp lane; thence N.60°06'03V 62.00 feet to a point on the Westerly right-of-way line of aid County Road, whence the North Quarter corner of said Section 25 bears: N. 18'57'53" E. 1212.03 feet. 0,0 i A Iv' cys ' s a_ V,• 04' % - • . i .7 9,7 2 . : /347S/5. c,..r. "3.47-2 ,k, /, c ...: 5 , • ,-- . : ,. -7:....(f-. .., ir•-' 4 i'-; 4:" 4x:- .e 7 ,... 4 h; q.- . .... -!'7 •• r) . .:. 1)' 4'. 'l s ,>, \"- • -" • • 1 •• c„ SCARROW & WALKER / K.K•Vit,A?:i,?et'' , , Consulting Engineers • Land Surveyors 204 8TH ST, GLENWOOD SPR1N,S 'ILO. 81601 - 303 / 945-8664 144 WEST ST , RIFLE ',OLO. 81650 - 303 / 625- 2740 vatrr 'Or t`),“., r ryi, N Are 91 op,* • r ff-,,R 1 DAT V'rE.:J-`,.Rev 16 Application must be complete where applicable. Type or print in BLACK INK. No overstrikes or erasures unless initialed. COADO DIVISION OF WATER RESOU S 818 Centennial Bldg., 1313 Sherman St., Denver, lorado 80203 M ECE1VED PERMIT IT APPLICATION FORM (X) A PERMIT TO USE GROUND W TER 1 3 152 (}}!!') A PERMIT TO CONSTRUCT A WEIMER Rt.,uueCES FOR: (k) A PERMIT TO INSTALL A PUMP 2..".:f: ENGINEER 01J/C. ( ) REPLACEMENT FOR NO ( )OTHER WATER COURT CASE NO. (1) APPLICANT - mailing address RECE v L. dEP 0 3 i`4i ViVel S t a c :> s (1: l -EWt;lilt:;, .(1:2 1.14. NAME —�E� L r k e) �3/Z STREET.L7 CITY,AAJC"95Y,(-Cc C) /U'Z,-?C/0 LA`j/7 (State) (Zip) TELEPHONE NO. 9874/— x2/3.3 (2) LOCATION OF PROPOSED WELL County q/aR,-/e.,/ Twp. /, of the /)/14/ '/ Section r2 -5- R n g. ��''/ W , v,s iE,W) 74A P.M. (3) WATER USE AND WELL DATA Proposed maximum pumping rate (gpm) /-' Average annual amount of ground water to be appropriated (acre-feet): / 4 Cp'c:' Goo,- Number oo Number of acres to be irrigated: A/Gtie Proposed total depth (feet): / Aquifer ground water is to be obtained from: ,4S T -/K'/1 Yee /••Owner's well designation f/,' GROUND WATER TO BE USED FOR: y ) HOUSEHOLD USE ONLY - no irrigation (0) 1 •DOMESTIC (1) ( ) INDUSTRIAL (5) ( ) LIVESTOCK (2) ( ) IRRIGATION (6) ( ) COMMERCIAL (4) ( ) MUNICIPAL (8) ( 1 OTHER (9) DETAIL THE USE ON BACK IN (11) (4) DRILLER Name ea/ hie// Street City_ Telephone No (State) (Zip) Lic. No. FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUWi Receipt No. 2---C7‘ 'r/ 2/ / Basin Dist. CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 1) APPROVED PURSUANT TO CRS 1973, 37 - 92 - 602 (3) (b) (11) AS THE ONLY WELL ON A RESIDENTIAL SITE DESCRIBED AS /9.3i ACRES IN 41,t- ER EXeMPTirtu L !/L Alla spy SEc r �- S s>d R.,7/40. . 2) THE USE OF GROUNDWATER FROM THIS WELL IS LIMITED TO ORDINARY HOUSEHOLD PURPOSES INSIDE A SINGLE FAMILY DWELLING, AND SHALL NOT BE USED OUTSIDE THE HOUSE FOR ANY PURPOSE. THE RETURN FLOW FROM THE USE OF THE WELL MUST BE THRI_I AN INDIVIDUAL WASTE WATER DISPOSAL SYSTEM OF THE NON - EVAPORATIVE TYPE WHERE THE WATER IS RETURNED TO THE SAME STREAM SYSTEM II'( WHICH THE WELL IS LOCATED. , APPLICATION APPROVED PERMIT NUMBER DEC28.508 DATE ISSUED FC 181982 EXPII/�qr{�(�N DATE/DEC 16 lq ,x7C..11 BYI1 I.D. ` X 3 - (SOYA ENGINER) COUNTY 23 (5) THE LOCATION OF THE PROPOSED WELL and the arca on which the water will be used must he indicated on the diagram below. Use the CENTER SECTION (1 section, 640 acres) for the well location. + - - -+ - - -1- - -a- - --�- 4�--- 1 MILE, 5280 FEET >l NORTH I A uJ -J 0 0 w to f- 0 w NORTH SECTION LINE + • SOUTH SECTION LINE m rn 1 N m t7 -1 0 2 r - Z m - -+-- ---- -i- - The scale of the diagram is 2 inches -° 1 mile Each small square represents 40 acres. (6) THE 1i1T-LL MUST BE LOCATED B Crvii"' by distances from secti m lines. 175 ft from ¢4?O!'_{ sec. line (north or south) rZ2.00 ft from % sec. line (east or west) LOT BLOCK FILING # SUBDIVISION (7) TRACT ON WHICH WELL WILL//BE LOCATED Owner:. t/eeL^A4i.. t, No, of acres /9. 3 T Will this i.•, the only well on this tract? Yes (8) PROPOSED CASING PROGRAM Plain Casing in from CJ ft to / it eD ft in from ft to ft Perforated casing . 7 in from Alb ft to 73� ft in from ft to `t WATER EQUIVALENTS TABLE (Rounded Figures) An acre-foot covers 1 acre of land 1 foot deep 1 cubic foot per second (cfs) ... 449 gallons per minute (gpm) A family of 5 will require approximately 1 acre-foot of water per year. 1 acre-foot ... 43,560 cubic feet ... 325,900 gallons. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet. (9) FOR REPLACEMENT WELLSgivedistan and direction from old well and plans for plugging it: (10) LAND ON WHICH/GROUND WATE�/R' WILL BE USED: Owner(s) : Lt1,e4 Z -7/L ?�ti b P/1— 'r 17,: /A- J- . NI) Legal description: description: 47—regadi No. of acres: /q. 35/ (11) QETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of dispus,,:: system to be used. WAr2L / . ZC) /rid r— l i_.�Jii/cc/0I,e/2,0ref e3AJ& , S vo xTc7 , k2f3.,1-. e le),Irre Zth9122 AIL( -6/dOler/ Gf (12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers. Type or right Used for (purpose) Description of land on which used /5 �G aF r 8 e/.c' 6f W�P� 2/2 eti rio r.� SPi 'ZZzJ ,oma A, -2e.:77 s' e4► 14 R� (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON 15 TRUE TO T E BEST OF HIS If-NOWLEDGE. kr SIGNATURE OF APPLICANT(S) X/W, Use additional sheets of paper if more space is required, • • TO WHOM IT MAY CONCERN: Source of domestic water will be furnished by well water. See attached copy of water well permit. Sewerage disposal will be by septic system constructed to county health standards. Walter Huber - - 9 T",- ---,low"' I A x.'i.:.4 K.11° !F. r • ,bp Unit No. 38D SOIL CHARACTERISTICS Depth to bedrock Texture Surface Subsoil Substratum Unified Classification Permeability Percent coarse fragments (greater thaq 3 inches) Salinity (ECx103 @ 25°C) pH (surface) Shrink -swell Potential Potential frost -action (surface) Flood Hazard Hydrologic Group Corrosivity Steel (uncoated) Concrete • : More than 60 inches : Clay loam : Silty clay loam : Silty clay loam : CL, CH : Slow : 0 . 7.4-7.8 High : Low : None . C : High Low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields Sewage Lagoons Sanitary Landfill Trench Area Shallow Excavations Dwellings w/basements w/0 basements Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill Sand Gravel Topsoil SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION S Peres slowly ; S Slope • S Too Clayey : M Slope S Too clayey S Shrink -swell, low strength S Shrink -swell, low strength S Shrink -swell, low strength • Poor Too clayey Poor Shrink -swell, low strength . Unsuited Excess fines . Unsuited Excess fines Poor Too clayey 38D-Heldt clay loam, 6 to 12 percent slopes. This deep, well drained, moderately sloping to rolling soil is on alluvial fans and valley sideslopes. It formed in fine textured alluvial sediments from shale and sandstone. Elevation ranges from 5,000 to 6,000 feet. The average annual precipitation is about 14 inches, the average annual air temperature is about 48 degrees F., and the average frost-free period is about 120 days. Typically, the surface layer is grayish brown light clay loam about 8 inches thick. The subsoil is light browish gray clay loam about 13 inches thick. The substratum is light gray clay that extends to a 'depth of more than 60 inches. Included with this soil in mapping are small areas of Olney, Arvada, and Kim soils on slopes of 6 to 12 percent. These soils make up about 5 to 10 percent of the unit. Permeability of the Heldt soil is very slow. Effective rooting depth is 60 inches or more. Available water capacity is high. Surface runoff is medium and the erosion hazard is moderate. This soil is used for irrigated hayland and livestock grazing with some small areas in irrigated cropland. Alfalfa, small grains, and grass or grass-legume mixtures are grown. Green manure crops and applications of commercial fertilizer are generally needed to maintain or improve tilth and fertility. Flooding is the method of irrigation suitable for this soil. • • 38D-Heldt clay loam 2 Intake rate is very slow; and wide, deep cracks develop when the soil dries. Irrigation and tillage practices must be carefully planned to allow for soil conditions. The native vegetation on this soil is mainly western wheatgrass, junegrass, big sagebrush, and low rabbitbrush. When the range condition deteriorates, forbs and woody shrubs increase. When the range is in poor condition, undesirable weeds and annual plants are numerous. Proper grazing management maintains and improves range condition. Reduction in brush improves deteriorated range sites. Seeding is a good practice when the range is in poor condition. Suitable plants for seeding are western wheatgrass, stream - bank wheatgrass, and crested wheatgrass. For successful seedings, a good practice is to prepare a seedbed and drill the seed. Wildlife using this soil for habitat include cottontail rabbit, squirrel, mourning dove, and pheasant. This soil has potential for community and recreational developments. The main limitations for these uses are slow permeability, high clay content, and shrink -swell. Dwellings and roads can be designed to compensate for the low strength and shrink -swell properties of this soil. The use of septic tank absorption fields is severely limited because of very slow permeability. Community sewage disposal systems are needed if population density increases. Capability subclass IVe. • • ap Unit No.X76F SOIL CHARACTERISTICS Depth to bedrock :20-40 inches Texture Surface Clay to clay loam Subsoil Clay to clay loam Substratum :Clay to clay loam Unified Classification :CL, CH Permeability Percent coarse fragments (greater thagi 3 inches) Salinity (ECx1O3 @ 25°C) pH (surface) Shrink -swell Potential Potential frost -action (surface) Flood Hazard Hydrologic Group Corrosivity Steel (uncoated) Concrete Slow • 0-10 : High : Low : None :C : High Low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields :S Slope, percs slowly, depth to rock Sewage Lagoons :S Slope, depth to rock Sanitary Landfill Trench : S Slope, too clayey Area : S Slope Shallow Excavations Dwellings w/basements w/0 basements Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill Sand Gravel Topsoil S Depth to rock, slope, too clayey S Slope, shrink -swell, depth to rock S Slope, shrink -swell, low strength : s Slope, shrink -swell, low strength :Poor Slope, too clayey : Poor Shrink -swell, slope, low strength :Unsuited • Unsuited Poor Slope, too clayey SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION • • AF -Bollard -Rock outcrop, shale complex 2 The soils and shale outcrop of this map unit are used. for limited livestock grazing and wildlife habitat. The native vegetation on this soil is mainly western wheatgrass, muttongrass, serviceberry, and big sagebrush. When the range condition deteriorates, forbs and woody shrubs increase. When the range is in poor condition, undesirable weeds and annual plants are numerous. Proper grazing management maintains and improves range condition. A reduction in brush is not practical because of steep slopes and the erosion hazard with plant cover removed. Wildlife using this soil for habitat include mule deer, cottontail rabbit, and squirrel. This soil and shale outcrop are limited for use in community develop- ment by steep slopes, depth to rock, high shrink -swell, and low strength. They slump easily if deep cuts are made in the slopes or sideslopes for roads and construction sites. Capability subclass VIIs. 44 kM �I wL • • X76F-Dollard-Rock outcrop, shale, complex, 25 to 65 percent slopes. This soil and associated shale outcrop are on moderately steep to steep hills and mountainsides. This soil formed in shale residuum. Elevation ranges from 6,000 to 7,500 feet. The average annual precipitation is about 17 inches, the average annual air temperature is about 43 degrees F., and the average frost -free period is about 95 days. The Dollard soil is on the less steep portions of the mapping unit. It makes up about 60 percent of the map unit. Shale outcrop occurs throughout the land- scape and makes up about 20 percent of the map unit. The Dollard soil is moderately deep and well drained. Typically, the surface layer is light brownish gray clay about 5 inches thick. The subsurface layer is light gray clay about 7 inches thick. The underlying material is light gray channery clay that overlies weathered shale bedrock at 25 inches. Small areas of Tanna soils are found in the depressional areas of the mapping unit. Permeability of the Dollard soil is very slow. Effective rooting depth is about 25 inches. Available water capacity is low. Surface runoff is rapid and erosion hazard is moderate severe. The Rock outcrop consists of soft weathered shale. It is very slowly permeable and rooting depth is severely limited. Surface runoff is high and erosion hazard is very high. 25 ii .....Spr \\ , ( 1 i It • 31 32 - 1 ----7-3' .., . , \ ,I, • 1 3 ;! \ _....1. - i ;,,,,,D y. t,:,+. ---H - - 1 ,27 . RIO BLANCO ' I /, 1 _ i I I GARFIEL5D 1 4 I S 234 / ,MEADOkWiRt‘AIPI1' '‘--,' I1 ' D7, ,0 ,F••• -_ - ' ; 6 3 :LAKE 7- 1 , r i A)R '• '4' . ., 496• 0 _ , -"- —11slahIia‘rd.,.1ow 9LakeLuke 1 - e4;111 Of Cit•E`k — .S.-- l Clark „ c- girq _,.). 4 \ Cabin 11 • I_ 11 /1_ • 3' \ 4WD,,i i Pc? q_80 * I //,'.1/ \ , i•,i' ‘1 \ 1 Ilk p• \ 1 .-, •! I- _ _.c....)6\s! - - - ..... irlid_ ii 25? N" No .:1,r-1 pleodow Cr I 1 6-: \:--- ' ',•,-_ — ....--. • .—.,„__ _ . 21 I 72 _ 9 1 20 ? (i. OW ComF), ,•," ' R siv,,,irofr CJI \ ‘ ,V;, :I,' • C I . c. e \ .r,,,s -1" 7-----1+ -_,-*-s-:--'-': '11:5",,7 -- BM Caa I \1 • '"Ael .. I •S''' ‘0 4,:wr' ;' ,, .4'•:,,,1,4•D --•, 1‘ 4,1: •ve: ate --,- --- — - ,.ij •tak.,,s ,.1 11 Ifir -1'.. Clark Alidge 9z03 2,. 6: srrNi i, 2, 1 1 1 \ 1 ' . ' 14., ; 'T SP, i • -. ' ' L. I . , y , . 4,.._ 1 ' i , al al v- \ /..ak, 1 ' „t . , 1 _ ; 1 A 13.,;, \ I (.. I I i . # \ 1 HUI( 91/1flk I. I ,1 , -.4. -.9-4.. -9........ ‘.4.,..c. ..!--.-.- ..4.•-•••+ -.......- - I...— --- 1 s'. , -- ,,pr .,-- 010 ___ ' ••••--„,.__ _-1,4 — z.„,s.-- - - /I /\, ' ;\ 8 II 1 9 10 1. II ft I { e' I .7.1,7ihnsu 11(3.,\I . I t\ . ------ I/ k i \ •....... 11 14 Prospect ,, 1:;,:i ), •,:::,, PI,"00 , , 1 , I I ,, 14 13 / / iV 17 ' \ 7 9 C77E•ef 1 41 . (Ty., ) 11 Ill 17 I (3,:•B _ _ .7' (6' e; 1 2, I \ , ,,,,,).— 6.i.. .--7...". -._,,,3 Cii3A / i, Bear I • i ) . . _ '..i1 2 - Spring_ __,,,.._ .,_/ 1 /IT._ -'r SP° ' 1 i \ a,;,..... ( --..._, i L.1,, .-.- .2 Wesi,Elk 11 1 i I \ ' • , \ ' Thin.' .!.•rit \ .--.) - - - i ---t'--7-1-1-°-------7-7 : ''' 1 f:Ei I ., ._, '1 / 1 i,, P i a° 1 • ," ,, , 1 23 21 r', ..„ 2.1 ,.., 1 . 1 CI LINM)10-41 1 e I ' iHadley _.,„_ ____ ____ ___ .. _......,,,t___ _ __ _ ___s,,,,t ‘ ,,,_.... I / 1/4:.' .., , I c.,..-,,,.. c,v-- I 'V-,P;Ii.ki,4.,) ' , , 2 / 1r _.1,_.-..! SPririg . 215 2, C 29 28 I 1 1 3 \I7 '' ., ''';i: ' j. 2) .; ' ' 1 ' ' I c '. Ir'''"/ I, Boiler -7 ""' 4 ! — — \ I 3.1 I I W" C,l/ ., 4 C.) I°gY- 1 \ Lefri II 33 11 ) —::+,---------,.--/-....-- -- 3j,,(3ller I. • ,,,,, 5 .1 •-,) 'V ,,,"/“" -- -- — — __,_;,.,T! -- _ i ,/ \ tn \\ 1, '1..._ , ., //---\--1.—'-- '_. — r., 1 . 10 C 11 , 7 •• 7- ,II 1 4 ‘• V2 1 1 Iry _._ ... 1 „., 1,- , .. :: 4 ,-,,,;,:;..,ai __;11' SO " ii k, . „ 15 11 , _! 31 '' 13 4V .7 , \'• 17 ,..., V, 16,1;410,7 ' **°) 7' '\1. . , o., __ 2— ,2„ -6.- 71-: ,1 'v. 20 ,_.,sg .. 2"/ ‘• • , ,, \ \ 1 c -g IR I/2 W \ \ 26 7..725 \ 2 I Storm Kingtt, I"; 1 \ , a.ng) i, cf:yo,, ctt,50, 39 MO untitair& 1.,•;‘,..,2' ; ,r hont 1 I Bacra -6----6 010 32 -1 s'''. -10.• 17 flot 4 W 0 0 D ' G ! . E, N. ,', 9orse L1-'•: Q J-- 16 1 /0? /,-r ((19.. (5-9.,°.: Yho, 13 , . \\__ _ .____v_,_ , , I BM....*1 '' 0 ..,. \ 1., .1 12, 1.•II . 7: _ .G)0761 '5,7 PI t .' II 11t1 17 ,er • ' Gr...18ss Volley 7.._/ ''',,'>, Reservoir I ,....._ .__4_ _ . c=; ,_-_- — II.- .......) 1 • i ''' I CROclio .-, „ 1 -., 1 -- 2- ro •rs 20 I . .. in'g 11 1 to -01 Y'T I Mines .',, mtn Burn -_+.--- ---- ---, — ?1,2210 r 4 1 1 — — •,‹ 2 29 7- ) 4 /7'41 1/ 8 0 // // 2. I I / 2f5 ",.., '_ 11ff & H. •1 1-=-4(f — 1 '73 I I ' - -74-- 1/ 28 r )) 3 2 . • 412A '• . - \N''. (,031ie —, -C.4)/,(11,' 4 ./)() -.- .--- --- , s‘3' I q (. f ' ',„ -1031 ' "... I 5540; ,... '4e' , _ _,,,,:o", .---- - ,....,,,- 12 . ,.. P ' 1 ,,,,, ( L 22 1 r ,......, - --. 1,,, 1 _ -1, , i,-...1 ,-,..- 1 / 1 A ,1 n, ,, ,- H------- --- H, r,-, '—'2-• ,r -i' 1'' 17 , Pk ,,/ . , '• 1 li it j,., 1 , 1 •••' • 'l C.;1157•31,.: 1 weibie • --• "C'PeJ' I / -12 '7, 1 32 T1•\• 28 • 1.1.312i' 00 11 HO 6146 _\- --," ....\-i --ii, ..,•-_, .,-„--__--,- ..,.-1_,_..:".'"" .:- - .... c \\ 1 35 ') 3.5 TRI11 I4,4 li ,,61..14 • — .. -- 0 , tc J_...h.- ÷ A., — 17 — 4.- 4 . 1 2 I. 1 1 • -- ---- ..---- /-L 1 1 11 12° :-.3.7.... 6(3. 7)2 /L's /7 • , ' 3/•i i• _ 21 111,,, 1 •••••-,----- • 3. o 8.11.! 25 • \Gulch • 35 ) 7‘ • 5 C. 5-3 - - r O 4 4, c • • , 6\ \ 0• 7 ,'"•1111 10 11 12 \\C.s_e nyttenr.) e ..... 12 ‘4, 1 Gulch (47-1 L.'