The URL can be used to link to this page

Home My WebLink About1.0 Application\lho • • (41, �hamock �uveying Services P.O. Box 35 Tim Callahan Silt, Colorado 81652 Telephone (303) 876-5693 March 28. 1983 County Commissioners Garfield County, Colorado Dear Sirs, I herewith submit Laura Lee Subdivision preliminary plat for your consideration. The following additional information is also provided: 1) Owner and subdivider: Bill Smith 0135 County Road No. 266 Rifle, Colo. 81650 2) Firm preparing submittal: Tim Callahan for Shamrock Surveying Services P.O. Box 35 Silt, Colo. 81652 3) Proposed covenants: None are proposed. 4) Vicinity sketch map: A U.S.G.S. map provided with and included in the drainage study. 5) Physical information: See attached report. 6) Grading & Drainage Plan -See attached report. 7) Utility Plan A) Existing wells shall be used: See attached Well Usage Proposal 8) Sewage is to be treated by individual septic tanks and leach fields to be approved by the County Sanitarian. 8) No underground wiring is proposed for this site. 9) Fire Protection Plan -See attached report. 10) Easement descriptions for 1) 15' irrigation water line; 2) 40' access easement; 3) proposed additional access easement are attached within this submittal. If further information is needed or clarification of information provided is required please contact my representative (Tim Callahan). Sincerely., • -C4:a- -�' Smith *Physical Information • A) Geology Parcels 1,2,3, and 4 lie on gently sloping land with approximately 16 inches of top soil and a fairly expansive clay -silt below the top soil.* It is recommended that foundations for dwellings on all parcels be designed based on a soils test at the time of site excavation. Dwellings should be graded so as to provide drainage away from buildings to prevent expansion of clay -silt soils. *Parcel 5 and 6 contain a similar topography as Parcels 1,2, 3, and 4 but also contain a sharply declining slope (approximately 15% grade) -with outcrops of rock appearing sporadically. B) Soils -See attached NSCS Soils reports. C) Vegetation The area contained within Parcels 1,2,3,4 and the northeast corner of Parcel 6 have been used in recent years for the culti- vation of hay. The 15% grade slope within Parcel 5 and 6 contains spruce and pine trees in dense patches. The bottom land in westerly portions of Parcel 5 and 6 have been historically used as pasture land. D) Wildlife Although at times deer have been seen in this area, this is the exception rather than the rule. Deer tend to stay in the more rugged and less populated areas north of this subdivision. The slope on Parcels 5 and 6 contain cottontail rabbits and are often inhabited by various bird species. • 44,11.* •_.� �T kyr r + X • +2L x42•1/ X62F /0 62f • F 4. • to 4. • • w ti , * ..,•;:,t`*1/4 `/.1.i...,n•'' .. w , ✓ • • 1. .4 1 L`(Sv • . • q . � .R s 6 44 Map Unit No. X1OD Part A SOIL CHARACTERISTICS Depth to bedrock :More than 60 inches Texture Surface : Loam Subsoil : Clay loam Substratum : Loam Unified Classification : ML, CL Permeability : Moderate Percent coarse fragments : 0 (greater thaq 3 inches) Salinity (ECx10.i @ 25°C) . pH (surface) : 6.6 to 7.8 Shrink -swell Potential : Moderate Potential frost -action (surface) : Low Flood Hazard : None Hydrologic Group : B Corrosivity Steel (uncoated) : High Concrete : Moderate DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields : M Slope Sewage Lagoons . S Slope Sanitary Landfill Trench : 0 Area : 0 Shallow Excavations : 0 Dwellings w/basements w/0 basements Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill Sand Gravel Topsoil k = 31 Low strength Low strength Low strength . Good : Fair Low strength : Unsuited Unsuited : Fair, small stones SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION J- I 61_ Y c-" S c.) i Map Unit No.X1OD Part B SOIL CHARACTERISTICS Depth to bedrock Texture Surface Subsoil Substratum Unified Classification Permeability Percent coarse fragments (greater that 3 inches) Salinity (ECx10 @ 25°C) pH (surface) Shrink -swell Potential Potential frost -action (surface) Flood Hazard Hydrologic Group Corrosivity Steel (uncoated) Concrete 30 4 41 : More than 60 inches • Stony loam : Gravelly sandy loam : Very gravelly fine sandy loam : GM, SM : Moderately rapid : 0 to 25 7.4 to 8.L Low Low None B 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 0 S M S 0 0 0 Slope, seepage Seepage Seepage Small stones Poor Small stones Good Poor Poor Poor Small stones, excess lime SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION • • X10D-Potts-Ildefonso complex, 3 to 12 percent slopes. These gently sloping to rolling soils are on mesas and valley sideslopes. Elevation ranges from 5,000 to 6,500 feet. The average annual pre- cipitation is about 14 inches, the average annual air temperature is about 46 degrees F., and the average frost -free period is about 120 days. The Potts soil makes up about 60 percent of the map unit and occupies the slightly concave portions of the landscape. Ilde- fonso soil makes up about 30 percent of the map unit and occupies the steeper, break -like areas. Included with this soil in mapping are small areas of Olney and Kim soils which make up 5 to 15 percent of the unit. These soils have a slope of 3 to 12 percent. The Potts soil is deep and well drained. It formed in eolian materials on.alluvium from sandstone, shale, or basalt. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown light clay loam about 24 inches thick. The substratum in pinkish white loam that extends to a depth of more than 60 inches. Permeability of the Potts soil is moderate. Effective rooting depth is 60 inches or more. Available water capacity is high. Sur- face runoff is slow to moderate and the erosion hazard is moderate. The Ildefonso soil is deep and well drained. It formed in very strongly calcareous basaltic alluvium and small amounts of eolian • • 2 X10D-Potts-Ildefonso complex materials. Typically, the surface layer is brown strong loam about 2 inches thick. The subsurface layer is brown stony loam about 6 inches thick. The underlying material is white very strongly calcar- eous very stony loam that extends to a depth of more than 60 inches. Permeability of the Ildefonso soil is rapid. Effective rooting depth is 20 to 30 inches. Available water capacity is low. Surface runoff is slow and the erosion hazard is moderate. These soils are used mainly for limited livestock grazing and for wildlife habitat. The native vegetation on the Potts soil is mainly bluebunch wheatgrass, western wheatgrass, needleandthread, and big sagebrush. The native vegetation on the Ildefonso soil is mainly pinyon pine and Utah juniper. The understory vegetation is Indian ricegrass, needleandthread, beardless wheatgrass, junegrass, stemless goldenweed, low phlox, serviceberry, bitterbrush, mountainmahogany, and big sagebrush. When the vegetation deteriorates under the pinyon pine and juniper, overstory grasses almost disappear and forbs and woody shrubs increase. Proper grazing management maintains and improves range condition on both soils. Seeding is a good practice on the Potts soil if the range is in poor condition. Suitable plants for • • 3 X10D-Potts-Ildefonso complex seeding are crested wheatgrass, western wheatgrass, and Russian wild - rye. For successful seedings, a good practice is to prepare a seed- bed and drill the seed. A reduction in brush on the Potts soil im- proves deteriorated range sites. Proper management of the vegetation on the Ildefonso soil will maintain a wood produce and grazing value. Selective thinning of the pinyon pine and juniper overstory improves the understory for grazing and provides firewood, posts and Christmas trees. Wildlife using these soils include mule deer, wild turkey, chukar, gray squirrel, cottontail rabbit, and some pheasant. Potential community development on the Ildefonso soil is limited by stoniness, high lime content, erosion hazard, and steep slopes. Potential community development on the Potts soil is limited by low strength, piping, and frost -heave. Capability subclass, VIIe. /%) " lap Unit No. 10C SOIL CHARACTERISTICS Depth to bedrock Texture Surface . Loam Subsoil : Clay loam Substratum : Loam Unified Classification : ML, CL :More than 60 inches Permeability : "Moderate Percent coarse fragments : 0 (greater thaq 3 inches) Salinity (ECx10.i @ 25°C) pH (surface) : 6.6 to 7.8 Shrink -swell Potential : Moderate Potential frost -action (surface) : Low Flood Hazard : None Hydrologic Group : B Corrosivity Steel (uncoated). : High Concrete : Moderate nEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields Sewage Lagoons Sanitary Landfill Trench Area .0 : M Seepage, slope 0 0 Shallow Excavations : 0 Dwellings w/basements : M Low strength w/0 basements : M Low strength Local Roads & Streets : M Low strength SUITABILITY AS A SOURCE OF... Daily Cover for Landfill : Good Small stones Roadfill : Fair Low strength Sand : Unsuited Gravel : Unsuited Topsoil : Fair Small stones SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION IOC -Potts loam, 3 to 6 percent slopes. This deep, well drained, moderately sloping soil is on mesas, benches and valley sideslopes. It formed in eolian materials on alluvium from sandstone, shale or basalt. Elevation ranges from 5,000 to 7,000 feet. The average annual precipitation is about 14 inches, the average annual air temperature is about 46 degrees F., and the average frost -free period is about 120 days. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown light clay loam about 24 inches thick. The substratum is pinkish white loam extending to a depth of more than 60 inches. Included with this soil in mapping are small areas of Olney, Kim and Ildefonso soils which make up 10 to 15 percent of the mapping unit. These soils have slopes of 3 to 6 percent. Permeability of the Potts soil is moderate. Effective rooting depth is 60 inches or more. Available water capacity is high. Sur- face runoff is slow and the erosion hazard is moderate. This soil is used mainly for irrigated crops and hay, and for dryland farming. Alfalfa, small grains, and grass -legume hay are grown. Small areas of this soil are also used for livestock grazing. Flooding is the usual method of applying irrigation water. Conservation practices that include irrigation ditch drop structures, • • 2 10C -Potts loam grass waterways, and minimum tillage are necessary to avoid serious erosion losses. These soils pipe easily, and irrigation water manage- ment is extremely important in avoiding excessive piping. Cover crops or stubble mulching in dryland farming areas will also help to limit erosion losses. The native vegetation on this soil is mainly bluebunch wheat - grass, western wheatgrass, needleandthread, 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 im- proves deteriorated range sites. Seeding is a good practice if the range is in poor condition. Suitable plants for seeding are crested wheatgrass, western wheatgrass, and Russian wildrye. For successful seedings, a good practice is to prepare a seedbed and drill the seed. Wildlife using this soil for habitat include pheasant, mourning dove, cottontail rabbit, some mule deer, and squirrel. Potts soil has good potential for community and recreational development. The main limitations for these uses are strength, piping, and frost -heave. Dwellings and roads design can be designed to compen- sate for these limitations. Community sewage systems are needed if the population density increases. Capabilty subclass IIIe. Map Unit No. 50D SOIL CHARACTERISTICS Depth to bedrock Texture Surface : Loam Subsoil : Loam Substratum : Loam Unified Classification : ML : More than 60 inches' . Permeability : Moderate Percent coarse fragments : 0-5 (greater thaig 3 inches) Salinity (ECx10 @ 25°C) . pH (surface) : 7.4-8.4 Shrink -swell Potential : Low Potential frost -action (surface) : Low Flood Hazard : None Hydrologic Group : B Ccrrosivity Steel (uncoated) : High Concrete : Low r DEGE�E & KIND OF LIMITATIONS (0 ic Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields : M Slope Sewage Lagoons . S Slope Sanitary Landfill Trench : 0 Area : M Slope Shallow Excavations : M Slope Dwel�ings w/basements : M Low strength, slope WO basements : M Low strength, slope Local Roads & Streets : M Low strength, slope SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill Sand Gravel Topsoil ,32 SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION Fair Slope Fair Low strength Unsuited Unsuited Fair Slope • • 50D -Kim loam, 6 to 12 percent slopes. This deep, well drained, moderately sloping to rolling soil is on alluvial fans and benches. It formed in alluvium from shale and sandstone. Elevation ranges from 5,000 to 6,000 feet. The average annual precipitation is about 12 inches, the average annual air temperature is about )48 degrees F., and the average frost -free period is about 125 days. Typically, the surface layer is yellowish brown or light yellowish brown loam about 17 inches thick. The underlying material is light brownish gray loam that extends to a depth of more than 60 inches. Some stratification with fine sandy loam may occur. Included with this soil in mapping are small areas of Arvada and Potts soils. These soils make up 5 to 15 percent of the mapping unit and have slopes of 6 to 12 percent. Permeability of the Kim soil is moderate. Effective rooting depth is 60 inches or more. Available water capacity is high. Surface runoff is slow and the erosion hazard is moderate. This soil is used mainly for crop, hay, and pasture land. Alfalfa, small grains, and grass or grass -legume mixtures are grown. Irrigation is by flooding or furrows, and sprinklers are a good alternative method. Drop structures placed in irrigation ditches will facilitate water control and prevent excessive ditch erosion. The native vegetation on this soil is mainly bluebunch wheatgrass, western wheatgrass, needleandthread, and big sagebrush. 50D -Kim loam 2 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 if the range is in poor condition. Suitable plants for seeding are crested wheatgrass, western wheatgrass, and Russian wildrye. For successful seedings, a good practice is to prepare a seedbed and drill the seed. Wildlife using the Kim soil for habitat include cottontail rabbit, ground squirrel, and pheasant. Potential for community development and as source material are limited by low strength, steep slopes, and frost -heave. Capability subclass IVe; VIe dryland. /am �LGr kie til c s • The accompanying chart and calculations provide the required one -hun- dred year storm drainage study for the Laura Lee Subdivision prelimi- nary plat submittal. Storm water runoff north of this property is carried in an existing drainage ditch which runs parallel and north of County Road No. 266. Storm water runoff on this property is carried by natural swales or via irrigation ditches. This runoff poses no threat to this proposed development. The size of culverts to be placed at County Road accesses to proposed parcels shall be 24" C.M.P., the lengths of which shall extend beyond the base of the access road slope a minimum of three feet. (see detail at bottom of drainage study chart). This 24" C.M.P. is to insure adequate flow of irrigation water along the north and east boundaries of this subdivision. BY: '127 "74 /3Y3 DATE: 3/47 ( CO • DI T CH 25 \-5;65j • a 11 11 11' 11 8 11 • '••• ty 1' II 5906 - d•s, ‘•• • •"•..,..„. ••• : j'5889 4 . o z1f 5751 • • J4. 0 58L • :do 587 : • 80. ° E • • 5657 / 1 ell '2,•,; 5655. 0 •o • I °••- , • n--- ••---"11 if • / • • ----- ) • . • . ' 6 24 ' 5583 (••• /1 4 ,,' :,•-- fr - • -,, -1./r4 .. II' a•1.Silt 1 OEN VER AND 15432 -11-- —1 RIO GRANDE — _ • T 0.40 ru • / 8 - • • • „ _ ------- -------- I. I/ C • 11 11/ — A- ,41 - " 5397 \ \ ORA \s, GoA0P'-- _Du DITC,k4 , , -0 ) 5437 R VER WESTERN NOIIV17VISNI 1d3A7f3 r HI W •O co E O - rt H • N• N• CD II1 (D 0 adoTs peon ssaooe 4- 3 X r✓• r• � O rNa N• N• t• r cn w EY' (D Cr n ID O to (D fi En (D • ro n 0 9 ro fD rt w n rt O 0 (D z z 1< y� 1, �.J a m � d1— (DU1 Ti O rt • W O N M O n in 0 5 1 11 H PZI (D b ' O • H H z pauiwza;ap a4* uoT4uoTTgnd i a O O O M ,A 0 J -' 1.11 0 0 0 0 0 0 --E (D rt 0) H 0 0 4• (D O O N CJ U1 a2 aQ `� O CO J Cr 'zu/uT V'T 'zu/uT i,'T N G) W H Ut N w W • Ln U' n 0 M M 01 0) •utui 69 • rt O ! • O • (D (D rt `,J 0 0 rt .� 1-t a rt t✓• 0 •11 Usage Proposal As noted on the following well agreement (Book 563, Pages 297 and 298) an agreement currently exists between the owners of well #4 as noted on the Laura Lee Subdivision preliminary plat. Bill Smith is the sole owner of all the other wells noted. Unless otherwise requested by the County Commissioners, Planning Commission, or staff, similar documents will be recorded at the time of sale of any parcels of land within this subdivision where more than one owner becomes a potential user of a well. ... • , P.eCi p1 .4 NC. A • . • • • AGREEMENT e,,,.r 5563 p,rE29 i This agreement was made and entered into on January 7th , 1981, by and between Victor L. Smith and Judy K. Smith, hereinafter referred to as "sellers"; LeRoy Tinkum and Denise M. Tinkum, hereinafter called "purchasers", and Billie L. Smith and Laura P. Smith, hereinafter refer- red to as "Smiths". RECITALS 1. The sellers are the owners of the following described real property situate in Garfield County, Colorado, to -wit: A tract of land situated in the Northeast quarter of the Southeast quarter (NE4SE4) of Section 35, Township 5 South, Range 92 West of the 6th Principal Meridian described as follows: Beginning at a point 30 feet West of the Southeast corner of the Northeast quarter of the Southeast quarter (NE1/4SE4), thence North 00°12' West 218.33 feet; thence South 89°49' West 472.0 feet; thence South 00°12' East 218.33 feet; thence North 89°49' East 472 feet to the point of beginning. 2. The sellers intend to sell this property to the purchasers. This property is served by a water well, located in the Northwest corner thereof. 3. The sellers intend to reserve to themselves an undivided one- half interest in the well, together with a 10' utility -easement going North from the well to the adjacent property for access to the well. 4. The parties by this document wish to memorialize their agree- ments regarding the joint use of this well. Therefore, the parties mutually agree) Tows: E. 1. The purchasers,.the Sths, and their heirs, successors and assigns shall jointly own the water rights represented by said well, as well as all appurtenant easements and mechanical structures. 2. At such time as the Smiths desire to use their portion of the well, they shall, at their expense, construct whatever mechanical devices are necessary to do so, and shall be responsible for the maintenance and repair of any water pipeline which extends from the well to their property. From that time forward, the parties shall equally divide the expenses for the maintenance, repair and upkeep of said well; and shall pro -rate the fly operation expenses based on usage, until the Smiths use the water rights which they own, the purchasers shall be responsible for the operation and � i% P expenses_ renal r nnci 1-7keen of the • BAK 563 iS In witness whereof the parties have set their hands and seals this 7th day of January, 1931. Victor L. Smith dy Ke. Smith 4eRo inku LeRoy m Denise M. Tinkum Billie L. Smith • Laura P. Smith •ire Protection Plan Site: Laura Lee Subdivision Number of Parcels: Six Method of Protection: Prior to obtaining an occupancy permit on any dwelling to be built within Parcels 1 thru 5, a cistern shall be built within one hundred feet of each dwelling. This cistern will: 1) contain no less than 500 gallons storage capacity; 2) be below the surface of the ground with at least 18 inches'of cover; 3) and shall be capped with a device enabling the Silt Fire Protection District to readily obtain water from the cistern. Parcel 6 contains an existing 6,000 gallon cistern which will be similarly capped. rG wsg 't, r, p .. ®went for ■a ... a ..:4f" y f" ' .. •. and 9/! ++i! a 1. a to J t v - tIF C.113,14, aseeaent shall be 7.5 t '. '��,�i" °t A..1�Rklatiao h , located in- "the NE 'side of. meter 1 sod di. ' t. et a point ' 3S, 1154, a92�1 0 ,and 9=`$er flow !!fence the a corner of !a# line of f 64h 1 Wit. f Altair* n L � 8 defp,mis_540 AM_ fr 376.98 B JO d alaos 414441*1. 44,41449g .3 degreesY8' 470 g 18g2'416a 521 �greea :71$ �3.8� f� 32 E 151.28 �.. 6'12 ,t 3;4.2a r4Q:90to 03 degrefa _ ,.. ; ;40 feet sere c 141,rteri :+: quarter. reatien 33. .4614 , • �� F..� 4 r Th berincs for The wsa_ 0135 a -b6 Rot. Wit, Colo 7.i .' 'L.-. .:er leapt t4 •ct�c. C . \. • and l f ♦ L.� ..i�lt tt. FAr94 for 4. bissaa ilrst t. e • __o'cick...A _m. AUG . ,, ;. .- "' -, iteception hb. - 6)982 - --'' A ' ''''' iglK tos',.____.*U5. \ ) muzikED A4Doek RE100206? ' 1,41844 7; ..7---4,43zif--E.A.seeitaT eeseisent for accesr is hereby graated to Bill Smith, his heirs and &coigns, bjr the undersigoed. Said edusenent lies 20 friast *a either se a oenAerline described as , tallness Coasenejjag at the SW corner of Section 35, the 1. 74 degrees 541 07" . 5 229.77 feet to a point on the common center lute of an ea:lotion irrigation ditch, the Ague point of beginning: Thence N. 89 degrees 5-1,1 49" E along a .Lioe ZD feet S , 11 Une of the SE quarter SE quarter, Section 35, 458.98 feet to the E line of !gelatin 35, ithezaca e NE corner of said 8 E quarter, SE quarter, Sectipn 35 beare N. 33/ 25° E. 20 feet. lia17 F. Roark 6303 County Road 233 Silt, Colorado ' at: ia.SEir ia 6n easement for access is hereby grLnted to Billie L. and Laura r. Sa.ith their noirs or assigns; said easement lies in the SE bE of Lec. 35 5 S. - R. 92 W. 6th P.M. 'and shi11 `be 20.0' on either sine of the following; uescribed centerline, commencing at the 5.i. corner of Soc. 35; thence fl 74°-54' -07" -E 5,229.77' to a point on the common centarliue �f an existing irrigation aitch the true paint of beginning; tae�,cu S 89°- 54'- 49" d along; a line lying 20'0" So. of the north line of the LE SE of Sec. 37 70'0". `1i rfL`"IA4 ( 69-Z.1 Dennis E. Corcoran gitk. ameadmdmacCorcoran Catherine e - Subscribed and sworn to before me this 28th day of January, 1983 Nota #y Public in and f of Denve , Colorado 1056 E': 19th Avenue Denver, Colorado 80218 the County My commission expires 7/16/86 • DECLARATION AND AGREEMENT FOR JOINT OWNERSHIP AND OPERATION OF WELL THIS AND AGREEMENT is made this 9 G` day of T(J L y , 1983 by Billie L. Smith and Laura P. Smith, owners in fee of Parcel 5, Laura Lee Subdivision, Garfield County, Colorado, and Leroy Tinkum and Denise M. Tinkum, owners in fee of the parcel of land described in deed recorded in Book , at Page c -r of the Garfield County Records. IT IS DECLARED AND AGREED THAT: 1. The owners of said Parcel 5 and the parcel described in deed recorded in Book :"( !, at Page ,.. shall own, in equal shares and as tenants in common, a domestic well permitted by the State of Colorado under Permit Number 95032, situate on said property described in the deed recorded in Book r)c- > , at Page 2. The owners of Parcel 5 are granted non-exclusive easements appurtenant to said Parcel 5, ten (10) feet in diameter around the well and ten (10) feet in width extending from the well site to said Parcel for the purpose of using and maintaining the well and pumping and metering facilities, and for the purpose of installing, maintaining, and using a water line from the well to said Parcel. The location of said easement is as indicated in the final plat of the Laura Lee Subdivision of record in the office of the Garfiedl County Clerk and Recorder. 3. The cost of maintaining service lines shall be borne by the owner of the parcel served. The cost of maintaining and operating the well and pumping facilities shall be shared equally by -the owners of the respective parcels until such time as the owners of any of the parcels call for the installation of water meters for the separate uses of the parties. In such event, meters shall be installed and the owners shall share equally in the cost of such installation. After installation of meters, the cost of maintaining and repairing the well, pumping facilities and meters shall be paid by the owners of the respective parcels in proportion to the actual water usage of each as determined by cumulative water meter reading from date of installation to date of repair or maintainance. Cost of electrical power from operat- ing the pumping facility shall be paid by the owners of the respective parcels in proportion to actual water usage for the applicable billing period. 4. This Declaration and Agreement shall be binding upon the parties, their heirs, personal representatives, and assigns and is intended to impose covenants running with the ownership of the parcels of land affected. 5. This Agreement supercedes any previous agreements concerning well and easements as described in Book , Page Signed this day of (-7(4:11.2 Billie L. Smith Ler-6y Tinkum �UL v 1983. Laura P. Smith Denise M. Tinkum STATE OF COLORADO COUNTY OF GARFIELD The foregoing inst-_ument was acknowledged before me on this 9/ day of (4 , 1983, by Billie L. Smith and Laura P., it . Witness my hand ari official seal. My Commission ex- pires: -6--ey-N-0.•natl. 2J2____ STATE OF COLORADO COUNTY OF GARFIELD Notary Public Addr ss j/6()/ u,9ys -75// The foregoing instrument was acknowledged before me on this 9' day of _ and Denise M. Tinkum pires: , 1983, by Leroy Tinkum Wit my hand and official seal. My commission ex- 39�5 • Notary Public Address