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Home My WebLink About1.0 ApplicationRIVERBEND BY THE RIVER Denttfac, ,/''iJ;=- / swzrcru PtaaN fB/ElsPf,AEilT MARCH 1995 hvparul By Sclmueser Gotdon Meyer, Inc. 118 West 6th Street, Suite 2(N Glenwood Springs, CO 81601 RBH RB HOMES, INC. P.O. Box 1989, Glenwood Springs, Colorado 81602-1989 lr0rl 984-5421 Garfield County Commissioners 109 8th Street, Suite 300 Glenwood Springs, Colorado 81601 Dear Commissioners: I am writing to formally request a zoning change for a 10.61 acre parcel described in the attached plans and specifications. The property is surrounded by: the Colorado River on the North, NCEC property on the East and West, and the Riverbend Subdivision as well as RE-2 School District property on the South. I am requesting the same zoning as the adjacent Riverbend Subdivision. As you may be aware, I purchased the remaining 20lots in Riverbend Subdivision a few years ago. I anticipate complete build-out of Riverbend this year. I am requesting the zoning change to be able to continue supplying the current demand in Garfield County for affordable to moderate priced housing. Thank you for your time and consideration in this matter. Steven J. xSketch PlanPreliminarY Plan Final Plat SUBDIVISION APPLICATION FORM SUBDIVISION NAME. Riverbend $z Ttre Rivel OWNER. RB tr{ater & Se\,ver ConncanY ENGTNEER/PLANNER/SuRvEYo*' schnn:eser Gordon'Melzer' rnc' LOCATION: Section 34 Township 5 Range 90 WATER SOURCE. existi.tg *-i.ip.l =y"t*n fot Hretud Sffivry SEWAGEDISPoSALMETHoD.Iaiastewatertreatrnentfacilityoperatedbvp.gwe|ter pUBtIC ACCESS VIA: Cofrnty Road No- 335 EXISTING ZONING ' Et,D EASEMENTS: Utilily D<isting poreerline near the road' Ditch TOTAL DEVELOPI"IENT AREA: (I) Residential Single Famiy DupIex MuIti -famiIY Mobile Home (21 Commercj-aI (3) Industrial (4) PubIic/Quasi-PubIic (5) open SPace/Common Area TOTAL: PARKING SPACES: Res idential Commercial Floor Area Acres sq. ft. sq. ft. 2.q4 3.9f5 10.51 5 Number 1I ACTES 2.86---TJ6- Industr iaI ,t;' :-1, )/.'(.: \\)J s ! z It >! G TABLE @F G@NTENTS INTRODUCTION ...... 1 ACCESS ...... 2 UTILITIES ....: 2 DomesticandlrrigationWater ......2 WastewaterTreatment.. 3 ElectricService ......4 GasService... ......4 Telephone Service 4 Cable Television Service 4 OPEN SPACE AND PARKLAND 4 SOILS 5 DRAINAGE 6 IMPACT ...... 6 RAD]ATION HAZARD 7 APPENDICES EXHIBIT A . WATER USAGE REOUIREMENTS EXHIBIT B . WATER RIGHTS - RULING OF REFEREE EXHIBIT C - SOILS EXHIBIT D - ADJOINING OWNERS EXHIBIT E - OWNERSHIP EXHIBIT F - PROPOSED ZONING REGULATIONS RPT:9O2OOB.TOC RIVERBEND BY THE RIVER SKETCH PLAN INTRODUCTION Riverbend By The River is located approximately 3 miles east of New Castle on the south side of the Colorado River in Section 34. Township 5 South, Range 90 West of the Sixth Principal Meridian. lt lies between County Road No. 335 and the Colorado River approximately 2.3 miles east of the New Castle interchange. The majority of this 10.61 acre property slopes gently towards the river at an elevation ranging from 5630 to 5600. On the northern edge of the parcel, the property slopes fairly steeply down to the river, with a river bank ranging from 20 to 25 feet high. Vegetation on this property is sparse, consisting primarily of bunch grass and sage brush. A few juniper trees, ranging in size from six inches in diameter to twelve inches in diameter are located near the northeast corner of the property. Several small natural drainages cross the property from South to North and drain into the river. Because of the relatively steep river bank, only the area immediately adjacent to the Colorado River will be subject to flooding during a 1OO year flood. This property is a part of the Riverbend PUD approved in the 1970's. The applicant is requesting an amendment of a portion of the P.U.D. to allow for subdivision into 16 lots, each having an area of approximately one-third of an acre. Five of the lots are designed for two-family units, and eleven would be single-family lots. Nearly four acres will be retained as Open Space giving an average density of 0.51 acres per unit. These lots would be similar in size to the adjacent Riverbend Subdivision, Filing No. 1, and would be served by the existing water and sewer facilities for Riverbend Subdivision. Riverbend Subdivision, Filings No. 1 and 2, which were subdivided in the late 1970's, lie south of the county road just east of this property. The existing filings contain 46 lots which range in size from 0.36 of an acre to 0.82 of an acre with an average lot size of 0.51 of an acre. This is the same density as the proposed subdivision. Riverbend Ranchettes which is composed of three lots averaging 1.95 acres is located to the north and east of Riverbend Subdivision. This application is designed to take advantage of the relatively flat grade of the property and the availability of central water and sewer facilities. The overall density is designed to be consistent with the adjoining Riverbend Subdivision, both having a density of 0.51 acres per unit. Five two-family lots are incorporated in this plan near the north side of the property. These units will be designed so that the overall scale and character of the buildings will blend with the single-family homes in the subdivision, rather than being obtrusive. Having the higher density on some of the lots will allow the developer to offer these units for sale at a moderate price, making them available to a larger number of area families. Current trends in the area have shown that there is a market for this type of homesite. lt is expected that the existing lots in Riverbend will be built out this year and, given the availability of central water and sewer, this area becomes the next logical area for development. Homeowners in this subdivision would become members of a new Homeowner's Association which will be created for this subdivision. The association will provide such services as road maintenance, and maintenance of the open space. Protective Covenants for the subdivision will address dog control, architectural control and administration of the Homeowner's Association. ACCESS The access to this property is from County Road No. 335 from the New Castle interchange with lnterstate 70. This road is a two lane paved road which serves the existing Riverbend Subdivision and then ends immediately past that subdivision. The proposal includes a new interior loop road which will provide access to all lots in the subdivision. This road will be constructed to the standards of a "RuralAccess Road", and willinclude two 1 1 foot lanes with 6 foot shoulders in a 50 foot wide right of way. The surface will be chip and seal. No on street parking will be allowed. UTILITIES Domestic and lrrioation Water Water for domestic and irrigation use will be provided by RB Water and Sewer Company, the owners and operators of the water system which currently serves Riverbend Subdivision, Filings No. 1 and 2 and Riverbend Ranchettes. This system is fed by Riverbend 2 Wells No. 3 and 4 which were decreed in water court under Case No. W-2125 on July 23, 1974. ln addition, three additional wells, Rivr:rbend Wells 1, 2 and 5, which were decreed in the same case, have been drilled and will be put into service as the demand for water dictates. Each well has a decreed right of 0.67 cubic feet of water per second. The decree provides for municipal use, including domestic, irrigation incidental thereto and sewage treatment, recreation, fish and wildlife propagation and all other beneficial purposes, including storage for each of the above purposes. Pre'vious pump tests for these wells have yielded 240 gallons per minute for Riverbend Well No. 3 and 260 gallons per minute for Riverbend Well No. 5. Water usage requirements, as shown in Exhibit A, are well below the capacity of these wells. Water storage for Riverbend Subdivision in currently provided by a 3O,000 gallon water storage reservoir located on the hill above Filing No. 2atan elevation of 5960. This storage will be augmented by the construction of an additional storage tank by RB Water and Sewer Company. The size of this tank will be determined based on fireflow requirements of the Burning Mountain Fire Protection District. The existing water lines within Riverbend Subdivision will be extended and looped through this subdivision to provide service for the new lots. Fire hydrants will be provided, and will be located as required by Fire District Regulations. wastewater Treatment Wastewater treatment for this subdivision will be provided by BB Water and Sewer Company. The existing treatment ponds are being relocated to an area closer to the river and the facility is being upgraded in order to bring the system into compliance with current Department of Health regulations. The new facility will consist of two aerated partial-mix lagoons and a settlement basin and will provide secondary treatment to the wastewater. The final effluent will be chlorinated and then discharged to the Colorado River. The new system will have the capacity to serve the additional 21 units. New technology in aeration has created systems which are much more efficient than systems used in the past. subsurface aeration works to eliminate most of the odor from the lagoons. Even units located in close proximity to the new ponds should not find the odor objectionable. The subsurface aeration eliminate airborne particles from the ponds. An earthen berm will be built and landscaped to reduce the visual impact to adjoining lots. The old treatment lagoons will be abandoned and reclaimed under criteria established by the Colorado Department of Health. Electric Service Electric service for this area is currently provided by Public Service Company. An existing overhead line is located along County Road No. 335. New service will be installed underground from the existing overhead line to serve this subdivision. Telephone Service Telephone service is provided by US West to this area. An existing line is located on the south side of County Road No. 335, and has adequate capacity to serve this development. The new service will be extended underground using a joint trench agreement with Public Service Company. Natural Gas Service Natural gas is not available in this area at this time, and there are no plans for extending service in the near future. Homeowners in this subdivision can choose to use propane to heat their homes through individual agreements with the gas company, or they can choose to have all electric service in their homes. Cable Television Service TCI Cablevision provides cable service to residents in the New Castle arca, but at this time does not have cable service this far outside of town. The cost of extending cable for this number of lots would be prohibitive, so it is unlikely that cable television service will be made available to this subdivision. However, newer technology such as Primestar satellite systems are available at a relatively low cost. This will probably be the option of choice for this subdivision. OPEN SPACE AND PARKLAND Two areas of Open Space will be created on this property. The first and largest area will be an area of 3.32 acres along the Colorado River. A 25' river access easement will be dedicated to the public along the western side of the property to provide for public access to the river for fishing and other recreational uses. An area at the top of the river bank in this 4 site will be used for the wastewater treatment facility for this subdivision which will be built on an easement within the Open Space. Berms will be built around the treatment ponds to screen them from the view of the adjoining lots. The site will also be properly fenced to keep people and animals away from the treatment facilities. The second area of Open Space will be in the middle of the subdivision so it can be easily accessible to everyone who lives there. This area, approximately 0.64 of an acre in size will be owned and maintained by the Homeowner's Association. Because of its central location, it will function very well as a playground for small children or as a playing field for the families who will live here. !n addition to the Open Space being dedicated as a part of this filing, a school site has already been dedicated. lmmediately across the County Road from this site is a ten acre parcel which was dedicated to Garfield County as a school site when the first filings of Riverbend were developed. SOILS The soils on this site are Heldt clay loam on three to twelve percent slopes. (See soils mapping and classification tables attached as Exhibit D). Heldt clay loam is a deep, well drained, gently sloping soil on alluvial fans and sides of valleys. The soil formed in fine te*ured alluvium derived from shale and sandstone. Typically the surface layer is grayish brown clay loam about 8 inches thick. The subsoil is light brownish gray clay loam about 13 inches thick. Light gray clay lies below this at a depth of 60 inches. This soil is suitable for irrigated crops and hay, which can be effectively irrigated using flood irrigation. Surface runoff is medium, and the erosion hazard is moderate. Native vegetation on this soil is generally wheatgrass, sagebrush and low rabbit brush. Habitat may be provided for small animals such as rabbits, squirrels, mourning doves and pheasants. Buildings and roads can be designed to compensate for the shrink-swell potential associated with clay material. Soils testing will be done at Preliminary Plan to determine appropriate design criteria. The slow permeability severely limits septic tank absorption f ields, making a municipal sewage treatment facility much more desirable than individual sewage disposal systems. DRAINAGE Two relatively small drainage channels cross this property from south to north. The largest of the two lies primarily east of this property, but flows into this property near the northeast corner and then continues north to the river. This drainage will remain undisturbed, except for minor modifications which may be necessary in Lot 9 to divert the water around the building envelope. The other drainage is located near the west side of the property and flows towards the east around the existing wastewater treatment ponds. A small swale will be created along the west side of the property to divert the flow from this drainage around the building sites and to direct it towards the river. Drainage easements will be created along the lot lines as necessary to drain water from the roadside ditches to the river. Standard drainage components can be utilized to prevent runoff created by this development from exceeding historic flows. IMPACT This development will have a limited impact on the Colorado River because of its location on the river bank some twenty- five feet above the river. As previously discussed, drainage into the river will be limited to historical flows, so no direct impact as a result of increased flows will occur. lt is expected that foot traffic will occur in the river access easement as this area is opened up to public access. Some impacts to the river bank can be expected because of the increase in the number of people fishing and playing in the river. However, the river bank in this area is quite rocky, and there is no wetland or riparian vegetation along the river bank that needs to be protected. It should be noted that the outflow from the new wastewater treatment plant will flow into the river near the northeast corner of this property. The effluent from this plant will be treated and then chlorinated prior to release according to standard practice and State Health Department regulations. The changes which are currently being made to this wastewater treatment facility are required to bring the plant into conformance with current State Health Department regulations. lmpacts associated with this change should be associated with the current development of Riverbend Subdivision, and are not created by the development of this new property. The primary impact to the topography will be from the construction of a road to serve the new lots on this site. Because the site is fairly flat with a relatively uniform grade, roads can the built at grade with minimum cuts and fills. This will also allow easy access for driveways, minimizing their impact as well. Excess fill materials from building excavations will be used on site to optimize drainage around the buildings and also to create some variety in the landscapes through the use of berms, etc. No large scale over lot grading is proposed. On the western side of the property an existing drainage will be rerouted in a newly created swale along the westernmost property line. The effects of this grading will be minimized, however, when the lots are developed and landscaping is completed around the new homes. RADIATION HAZARD This property has been used as the site for the Riverbend wastewater treatment plant since the subdivision was developed in the late 1970's. lt is intended that the site of the existing water treatment facility will be cleaned up and reclaimed. The site will be overexcavated to remove any contaminated materials, and the existing ponds will be filled in with clean fill material. No other industrial or commercial use has occurred on this property. Previous excavations on this property and in the adjoining Riverbend Subdivision have not uncovered any soil conditions that would indicate this property has been used for any industrial dumping, or that any other types of hazardous materials exist. No radiation hazard is expected to exist, although this will be verified when soils testing is done prior to the preparation of the preliminary plan. 7 RPT:9O2OOB-O2 EXHIBIT A - WATER USAGE REOUIREMENTS WATER REOUIREMENTS The water system which currently serves the existing Riverbend Subdivision will be expanded to serve Riverbend By The River. Water supply requirements for both areas are included below. Water requirements for the subdivision are based on the following criteria: 1. Site Development a. Population distribution Two-family lots @ 7 persons 1 lot 2. Water Utility a. Domestic requirements i) Per capita flows - Average daY = 100 gpcd - Maximum day = 3.0 x average day, or 3000 gpcd - Peak hour = 5.0 x average day, or 500 gpcd 3. Supply Requirements a. Riverbend, Filing No. 1 and 2 i) 46 lots @ 3.5 persons = 161 persons ii) Average day = 1OO gpcd x 161 = 16,10O gpd iii) Maximum day - 3000 gpcd x 161 = 48,300 gPd = 34 gpm iv) Peak hour : 5OO gpcd x 161 = 80,500 = 56 gpm b. Riverbend Ranchettes i) 3 lots @ 3.5 persons = 11 persons ii) Average day - 100 gpcd x 11 = 11,000 gpd iii) Maximum day = 3OO gpcd x 11 : 3,300 gPd = 2 gpm iv) Peakhour - 5OO gpcd x 1 1 = 5,500 gpd = 4 gpm c. Riverbend By The River i) 11 lots @ S.S persons = 38.5 persons ii) 5lots@Tpersons = 35persons iii) Average day - 100 gpcd x74 : 7,400 gpd iv) Maximum day = 300 gpcd x 73 = 22,2OO gPd = 15 gpm v) Peak hour = 500 gpcd x 74 = 37,000 9pd = 26 gpm 4. Total Requirements Average day - 24,6O0 gpd Maximum day = 73,800 gpd = 51 gpm Peak hour = 1 23,000 gpd = 83 gpm rpt\9O2OObO2. rqm EXHIBIT B - WATER RIGHTS - RULING OF REFEREE IN TIIE HATTER OF TI{E APPLICATION rOR TATER RIGHTS OF RIVENBEND DEVEI.OPHEiIT CORPORATI O}IIN fEE COIORADO P,TIC FL Iil OART'IELD COUITTT IN THE DISTRICT COURT IN AND FON UATER DIVISION NO. 5 STATE OT COIORADO Appllcatlon No. W-2125 ll.l \VA'l'liri i)I.:-.: -'.'t' l)ivisiorr 1.r,. ., l,iAlill .r 197,1 l) ,, l't'' RULINC OFF-m'ffi- Thc abovc entitled appllcetion nes filed on Noveobcr 29,-.)9?r.- end vae refemod to the u-oderolgncd eg l{ater Refereo for i{ater Dj.vleloa l{o.5r Stato gf,-€olog$o, by the tJetcr Judge of seid Court on tiu'itf, a"y(rrzt Wtof Dcoenber( fS?+r_.fn''eccordenco vlth Article 2I of Chepter Il8, Colorado\_---- Rcvised Statutas 196J, ee &nendcd (Chapter )?) S.L. Colo. 1959), knovn aa Ihc lrlater Rights Deterninatlon a.nd Adrotnistratlon Act of 1959. And the undersigned Referee having oade such i.nvestlgetionc &s rrc Doce6ssry to doternino vhether or not the stateoente ln tho epp).icatlon ere truo and hevlng become fu1).y advieed vlth respect to tho eubJect oatter of the epprlcatlon doee heroby neke tho folrovlng doterninetlon end rullng es the Reforoe ln thle netter, tevltr 1. Thc etatcoonte la the appllcation ere true. 2. Tho nance of thc structures arer Riverbend t/e1l No. 1,Rlverbcnd ljell No. 2, Rlverbend WelI 1*1s. ), Rlvorbead lr/el1No. 4 and Rlvcrbend lJe1I No. !. 3. The nsrne of cleinrnt errd cddress is Rivcrband Developnent'-orporatlon, 5400 Boech Road, Littleton, Coloredo. 4. Tbc eourcc of the weter ie from yells yhich ere trlbuteryto tbe Coloredo River. Rlverbend tlell No. I ls loccted at a polnt vhence the South-vcst Corner of Section )), Tovnsblp 5 S., Range 9O !./eet ofthe 5th PH beere South O2" fO' lJcei 2680 reet. Riverbend WeII No. 2 is locatcd at a point vhenco Hre South-vesb Oorner of Sectlon )), Township, S., Range 9O Weet of rth6 5th It{, bee--a Scuih ioo ic, ,Jodt A6CyJ f€6t. Iiverbend t{eIl No. } is located at e point vhence the South-vest Corner of Soction )), Townohip 5 S., Range !O Woat ofthc 5th PH, bears South IBo oo, Uest 26]0 feet. Rlvgrbend l{elI No. lr io located at a polnt yhencc the South-neot Corner of Soction ]5, l,,ovnship 5 S., Rargo !O l/eot ofthc 5th PH, bears South 260 OO, Weet Z59A fcel. Rlvcrbend VeII No. 5 is loceted at a point vhence tho South-veot Corner of Sactlon )5, Tovnehlp, S., Iielgo !O l{eat oftho 5uh PH bearo Soutlr )4o )O, Uoei 26?5 faet. 5. 6, The use of the neter l.s munlcipsl (including comrnorclal, lndustrlel, domeotic, irrlgatlon incidentel' tltereLo end 6ewg.8o treatment), irri6atlon, recreatlon, fish end vlIdllfo propegetlon, end a1I other bt:noficiel purpooee, iocluding atorege for cech of ths above purpoaoe' /. Tho deto of initation of approprietion ie June I, l-97)' 8. Tho e-6ount of yeter clrimcd i6 o.5? cublc lool of water per second of tlne frota each of Lho flve veLla' 9. Drilllng Pernits vere issued by the office of tho StaLe Ergincer &a follovs3 Riverbend Well No. 1 - o]Bll{lr-F Riverbcnd Well No. 2 - olSflrr-F Riverbcnd !/orr No' I - o181lt6-r Riverbend lJell No. q - ol8LllT-i' Rlvorbend tJe}l No' ' - o18Ltr8-r The toteLc$ount of vatcr from af'I five vells is limited to 5lro acre fect Per Year. 10. The velle havc not yet been corapleLcd and the vater haa not bcen aPPllod to beneflciel uees' 11. The proposed depth of each !'elf ls /O feet' The Referee does therefore colclude that tho above entitled applicatlon should be grantod ard tbat 0.57 cublc foot of vater Por cecond of tioe rr1'.h &pproPriatlon date of Juno 1,197), ie hereby ever.dcd con- dltionally to ecch of the Biverbend llella Noe. lt ?t ), 4 and 5' vith thc tota-]" annuaL production froo all. five welLo limited to JIO acre feet, for nunicipal (including coonorcial, industrial,, domeotic, lrrigatj.on incldentsL thereto end sewage treatment), irrlgation, recreation, fioh and vlldIlfe propagationr alxd afl other beneficiel purposesr including etorage for eech of the above purposesr provided always that sald aoount of vater ie on tho condition that said quantity of water be applied to a beneficiaf u8e yithin a reasonable tilrei subJect, hotrever, to all earlier priority rlgbts of otherE and to the integration and tabulation by the Division ftrgineer of such prioritics and changeE of rights ln accordance vith lav. Appllcetion for Quadrennlal finding of reasonable diligenco eheLl be fj.led J.n Harch of 1978 and j.n Herch of every fourth calander year there- after so long as clainant desires to maintain this conditiona-I water right or untll a determinstion has been oade that this conditlonal- vater right,. has become an absoiute vai,er right by reason oi ihe compieLion ci t,i:u appropri. ation. It is accordingly ORDERED that thie rullng sha-l-l- be flled vith the Vater Clerk and shall becooe effective upon suclt fillnS' subJect Lo Judtclal reviey purouant to Sectlon L48-2I-20 CRs 196) a6 aeended (1971). It ls further ORDERED thet a copy of thle ruling ehall be flled vith the approprlate Divlslon Engineer and the Statc Englnoer. .f/ Done ct the Clty of Glenwood Springs, Colorado, thi" -ZA-day of 6ry r l97tt. BI THE REFIfrEE: No protost :ras ftlsd ln thts nattor. Tho fors5cln8 rullng ls oonflrusd and approved, and la nade the Judgnont and Decroc of thls oouttr Datedl t ?,4 Division No. oI Colorado EXHTBIT C - SOILS 5 L] ,a'.:!'..: . ?r-':B$r .r :-r' ..rt':' -*!' _5 *1' ,;r 'L l-':-.-[;[- hL--.t' zd..'; .i ,-u,., c,(' ,,: ,L..t d;*r! -; SOII-S IVT AP . 29-Heldt clay loam, 3 to 6 percent slopes. This deep, well drained, genfly sloping soil is on alluviat fansand sides of valleys. Elevation ranges from 5,000 to6,000 feet. This soil formed in fine textured alluviumderived from shale and sandstone. The average annualprecipitation is about 14 inches, the average innual airtemperature is about 48 degrees F, and the averagekost-free period is about 120 days. Typically, the surface layer is grayish brown clay toamabout I inches thick. The sylsoil ii tignt brownish grayclay loam about 19 inches thick. The Jubstratum is ignlgray clay to a depth of 60 inches. lncluded with this soil in mapping are small areas ofOlney. Aryada, and Kim soils that hive slopes of 3 to 6percent. These areas make up 5 to 10 percent of themap unit. Permeability is slow, and available water capacity ismoderate. Effective rooting depth is 60 inches or mbre.Surface runoff is medium-, and the erosion hazard ismoderate. This soil is used for irrigated crops and hay. Some areas_ are-.used for grazing. Alfalfa, small grains, some;corn for silage, and grass or grass-legume hixtures aregrown. . Flooding is suitable for irrigating this soil. lntake rate isslow. Wde, deep cracks torir wfr-en tne ioir Ariei. riiila-tion rates and tillage practices should Ue carefittyplanned to overcome limiting soil conditions. Greenmanure crops and commercial fertilizer are generallyneeded to maintain or improve tilth and fertility.The native vegetation on this soil is mainfy wheat-grass, sagebrush, and low rabbitbrush; howlver, allareas of this soil are now in iriqated croos. Co_ttontail-rabbit, squinel, m5urning dbve, and pheas_ ant find habitat on this soit. -,_ftTTynity.development and recreation are limited byslor,t/ permeability, high clay content, and shrink_swellpotential.-Dwellings and roads can be designed to com-pensate for the low strength and shrink_siell potential.Septic tank ab^sorption.fielJs are severety timited b/ stnwpermeability. Community sewage dispoial systems willbe needed if population density'increases- ,..This soil is in capability subclasses llle, irrigated, andlVc, noninigated. "^19 .I-:,1d1 ctay.loam, 6 to 12 percent stopes. Thisoeep,. we[ drained, moderately sloping to rolling soil is - on alluvial fans and sides of 'valleys."Ele*ti;;r;;;;; from.5,000 to 6,000 feet. This soit tormeO in fine texturedalluvium derived from.shale anO sanJston". fn" ";;;;a;annual precipitation is.about 14 inches, tne averiieannual air temperature is about +B degrees F, and theaverage frost-free period is about 120 divs. . typically, the surface.layer is grayish brown clay loamabout 8 inches thick. The syggoilii lighl Urowntsh grayclay loam about 13 inches thick. The JrU.ir.tm is lightgray clay to a depth of 60 inches. ^.lncluded with this soil in mapping are small areas ofOlney, Arvada, and Kim soils thai niu" ,fop". of 6 to .t2 percent. These areas make up about 5 to .l 0 percent ofthe map unit. Permeability is slow, and available water capacity is moderate. Effective rooting depth is 60 inches or more. Surface runoff is medium, and the erosion hazard is moderate. This soil is used mainly for irrigated hay (fig. 6) and grazing. Some small areas are in irrigated crops. Alfalfa, small grains, and grass or grass-legume mixtures are grown. Flooding is suitable for irrigating this soil. The intake rate is slow. Wide, deep cracks form when the soil dries. lrrigation and tillage practices should . be carefully planned to overcome soil conditions and to control ero- sion. Erosion can be controlled by keeping the soil in hay or pasture for at least three-fourths of the time. Green manure crops and fertilizer are generally needed to maintain or improve tilth and fertility. The native vegetation on this soil is mainly wheat- grass, sagebrush, and rabbitbrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition. undesira-' tii 6 Eii,eeoi'ihhdt fnhtlF$i*it$ at6 t numerous. prope rty managing' frazing liigihtAhsi and lmproves range c6ndi- tionl' Reducing.' !tir- 6h' Jfiiridrres the range. Seeding im- proves range .in"ici5i'cxidaition. western wheatgrass, itreambanli wheatgjrass, 'and crested wheatgrass are suitable for seeding. Preparing a seedbed and drilling the seed are good practices.'' Cottontail rabbit,'squinel, mourning dove, and pheas- ant find habitat on this soil. Communify development and recreation are limited by slope, slow permeability, high clay content, and shrink- swell potential. Dwellings and roads can be designed to compensate for the low strength and shrink-srell poten- tial. Septic tank absorption fields are severely limited by , slow permeability. Community sewage disposal slatems will be needed if population density increases. This soil is in capability subclass lVe, inigated and noninigated. 34-lldefonso stony loam, 25 to 45 percent stopes. This deep, well drained, hilly to steep soil is on mesa breaks, sides of valleys, and alluvial fans. A small portion of this unit is on very steep to extremely steep mesa escarpments. Elevation ranges from 5,000 to 6,500 feet. This soil formed in mixed alluvium derived primarily from basalt. This soil has a thin intermittent cap of reddish eolian material. 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 125 days. Typically, the surface layer is brown stony loam aboutI inches thick. The underlying material is white, very strongly calcareous very stony loam to a depth of 60 inches. lncluded with this soil in mapping are small areas of Potts and Ascalon soils on less steep and depressional positions. These areas make up about 5 to 15 percent of the map unit. Permeability is moderately rapid, and available water capacity is low. Etfective rooting depth is more than 60 inches. Surface runoff is medium, and the erosion hazard is severe. lldefonso soil is used mainly for grazing and wildlife habitat. The native vegetation on this soil is mainly pinyon and Utah juniper. The understory consists of lndian ricegrass, wheatgrass, junegrass, serviceberry, bitterbrush, and big sagebrush. When the understory vegetation deteriorates, grasses almost disappear and forbs and shrubs increase. Proper- : ly managing the vegetation maintains wood production and ground cover. The value for grazing is low because , of steep slopes and tree cover. Firewood, posts, and ; Christmas trees can be harvested on the more gently i sloping areas. i This soil is suited to production of pinyon and Utah juniper. lt can produce 9 cords of wood per acre when trees more than 4.5 feet tall reach an average diameter (at one foot) of 5 inches. The low available water capac- ity affects survival of tree seedlings. Steep slopes and severe erosion hazard affect harvesting. Mule deer, chukar,.wild turkey, gray squirrel, and cot- tontail rabbit find habitat on this soil. Community development is limited by large stones and steep slopes. Structures to divert runoff are needed for roads. This soil is in capability subclass Vlle, nonirrigated. TAALE 7.--BUILDIIIG SITE DEVELOPHENT. 28, 29- HeIdt l0------- - ---- -- Held t 28, 29 HeIdt 33, 3tt-----Ildefonso Hodera!e: too clayey. Hod erate : Loo cLayey, s lope . Severe: shrlnk-sselI -lov sLrengt,h. Severe: shrtnk-snelI. Iov strength. Severe: slope, Iar.ge stones. I Severe: I shrlnk-swelI, i lou strength. I I I Severe: I shrtnk-ivetI,i Iou strength. : I Severe:I sIope,I large stones. It Soil naoe and oap symbol ShaL l.ou excavaLions DUeII I ngs vl thou t baseoents Duelllngs tll th basements SoaII commerclal buildlnps Severe:shrlnk-suell, loH sLrengLh. Severe: slope, shrlnk-sseII, IoH. sLrength. Severe: sIope, Iarge sLones. Area LocaI roads and sLreeLs Severe:shrink-sveIl, IoH sLrength. Severe: shrlnk-sueIl, Iou sLrength. I Severe:I slope,i large stones. II i Severe:! slope,i large stones. Soll nane and Eap syEbol 28. 29-------.:---.--- HeIdt 30--------- Heldt Ildefonso So11 naoe and oap synbol Ildefonso Soil name andoap symbol Septtc tank absorptlonflelds Severe: percs slor,ly. I slope. I.tSevere: tSevere:percs slonly. I slope.. i Severe : lSe.vere:sloPe, I slope, .large stones. ! scepage. Road fl Il i shrlnk-streII,I lon stre I sIope,.I Iarge stones. I TABLE 8...SAIIITARI FACILITIES. Sesage lagoon' areas Trench'sanltary IandfllI sanl tary landft ll i SIlght----------- ! Poor:II at I Hoderate :I slope. lSevere':I sIope,! seepage. t 3 aI I Dally coverfor landflll I too clayey. I t Poor:I too clavev. i Poo" tI slope, ! large stones" II 3 aI Topsoll "r1r_"I' I Severe:I too clayey. I .tSevere:i too clayey. i severe:I slope,i larg'e stones.I seepage. i 28, 29, Held t 'Sand EmbankmenLs, d ikes, and Ievees Drainage IHard Lo pack--- I Percs sIouIy,i s).ope. IIHard t.o pack---lpercs slovly, i slope. ILarge stones--- i Slope, I Iarge siones. I i Unsul ted------------- i Unsut ted _____ _ _______ | ,oo. ,I I irootra.l i unsut tea---------- --- i ,n su I Led-----__ _ ___ __ ,' ,oo. , Gravel Irrigation I I Slope, I percs sIouIy. I I 5Iope, I percs slovly i SIope ,i Iarge sLones,I droughLy. I sIope,I Iarge stones. Po nd reservoir areas Slope SIope--------- Seepage, s Iope . Terraces and d i,verslons Grassed valerHaYs I iPercs I slouLy--- I Percs slouIY. I lPercs sIovIy, lSIoPe, . i s lope.i percs slovIY. rl i Lar6,e sLones, IiSIope, i Iarge s!ones,i s Iope. TABLE 9.--collsTRuCTION HATEnIALS. TABLE IO.--HATER HANAGEHENT i droughly. i ),cigicl Frequency I Duratlon lMonths I Depth I Months I Depth i TABLE 15.--S0IL AND }IATER FEATURES--Cont,lnued Soil name and i Hydro- | map symbol i Icigic i 20* . Cryaquolls 21* : Cushman---- Lazear----- 22--------- DaLeman 23------ DeLra 24*:Dollard---- t I I I I I IINone-------- I IINone-------' I I INone-------- | I I IINone-------- I I I I I I I None-------- | I I I I IINone-------- | II I I I INone-------- | None-------- None-------- None-------- None-------- | B c >6.0 >6 .0 >6 .0 >6.o >6 .0 )6 .0 >5.0 20-40 1 0-20 20-q0 40-60 20-4 0 >60 q0-60 >60 >60 >60 >60 1 0-20 1 0-20 I 0-20 1 0-20 R I ppabl e Ha rd Hard Hard RlppabJ.e Hard Hard Hard Hard Hard Low Low-------- HoderaLe--- Moderate--- I Rock ou Lcrop. i I I25---------------- i B Etoe 26*: IFarlow----------- i B I I Rock ouLcrop. i I I27i, illalaquepLs i I I28, 29, 30, 31----l CHeldt I I I32---------------- i c Holderness iVarianL i I33,34------------i BIldefonso i I I35r: iIldefonso-------- i I ILazear----------- i I I 36 , 37 ----- ------- I Low-------- Low-------- )6.0 )6 .0 >6.0 )6.0 >6 .0 >6 .0 >6 .0 >6 .0 Low-------- Irigul i I I 38 r : iIriguI----------- i D I ISLarman---------- i D I I See fooLnoLe at end None-------- | I INone-------- I I I I t IINone-------- | I INone-------: I I I B D D o f lable. EXHIBIT D - ADJOINING PROPERTY OWNERS Landowners within 300 feet of the proposed Riverbend By The River NCIG Financial, lnc. 2123'353-00-081 Attn: Rushton O. Backer P.O. Box 92401 Los Angeles, CA 90009-2401 Garfield County School District RE-2 2123-344-00-004 839 Whiteriver Avenue Rifle, CO 81650-3515 Patricia & James W. Romero 2123-344-01-001 9460 335 Road New Castle, CO 81647 James & Gertrude Davidson 2123-344-01-002 9478 335 Road New Castle, CO 81647 Krisandra Lee Mattivi & 2123-344-01-003 John Lee & Dora Poyner 9496 335 Road New Castle, CO 81647 Phillip & Jeanette Pacheco 2123-344-01-004 21 Riverbend Drive New Castle, CO 81647 Curtis and Melissa Bjork 2123-344-01-005 23 Pinon Run New Castle, CO 81647 Gerald & Linda Young 2123'344-01-006 41 Pinon Run New Castle, CO 81647 William & Gayle Porter 2123'344-06-001 9573 335 Road New Castle, CO 81647 William J. Bartel 2123-344-02-003 9580 335 Road New Castle, CO 81647 David and Donna Stoneking 2123-344-02-004 9552 335 Road New Castle, CO 81647 James Kent Hicklin 2123-344-02-005 5O Riverbend Drive New Castle, CO 81647 9O2OOpty.own e \\ :*\-a @'\)^(.. y 02,':7 1@ ./ .) d'// <,1 .,(\ @ ,$" $,o, clrtlf!0 co @ RIVERBEND FILING NO 2 @ @ @ ADJ OI I\ I NIG O\N I\ER.S IVI AP EXHIBIT E - OWNERSHIP Address: O$INERSHIP IS VESTED IN: RB Water & Sewer ComPanY Diane R. Boat, President Steven V. Boat, SecfTreas. RB Water & Sewer ComPanY P. O. Box l-989 Glenwood Springs, Co. 81501-1989 (303) 984-3427 BOAT/!!S I,.RBH APR 16 I99O P02 ()Uil' t't.A I Nt l)litir) '!'l lrs I)E,ED, htldr rrris 2 lrrl rjar of Apr1l , t9 90, hct$.ccn Mesa StnrcLuree, Inc., a Colorado corpgratlon, Hhose address is 0064 Plnon Run; New Castle, Colorado eL64? tr? pnGTB'lBgo Slatq Doc; foo + Bi C.ol rhc 'Cuurrry.of Gari'Itld Colorado. !rrntor(\), rnc' tOJ HA'I!;H a SEilEE CoMPAM',Colorado corporatlon rild Slrlc o, a rvh.re lcgrt addrcrs ir 0054 ! j. non Run t New Castle , Cololado 81(:tt7 rrl rlrr' ( r,rrnrr .f GABFIETD rnd srrrr uf cor,rr.dr,. g.trr..(r), WI I'Nt-.SS[.Tll.'f hat thc gnrt(x(s]. lor rnd in c(rtrtt.J(rttron uf lhc rum rtf lTN DOIIAR,S lltr' le( c IPI and rufliticlrcy of whir:h i.r lrcrrlr) nr Lru*lcdgcd. hr g Emixcd. rclcrJcd, gold, (ronwyrd ond eUtT CLAIMED, ud by tlrcrc prcrcnlr do rcrrtrsc. rtlcrqt. rcll, convcy UId euf l'CLAlN,l unto (hc grrntcc(r,),hcln. rucccrroru ud srlgnr, k)lc\cr, rll tlu riphl. lillc, i[lcrcrt, clum ard dcnlond which lhc gnnror(t) hra ln rnd to rlE Erl pruFrtr. ru3silrrr wlt]r impr(N([rcntr, ifrn), titullc. lying ald hcint in thc CoLrrrdo. dca(rihcd es firllou,s: a'l.tached as ExhlblL "A" coun(yof GarfleId )" I i ,f r.,rri! rf rrlrr,rri,,r '..'. .'. 1.,'.,\ i,,lf eJ l,cl,r', r'rr th\ eJ-aJ d4 ,,t A.A*.r(-t,, 5; rcu€u x. EnnT , l.l\,.,rlrfff\\trIr r,\l'ttt\, . )/. 92- ud Suc uf ,l I llto ktrrrg,tr I'r rrrr.r:t errrJ trrrrnhGr lr: "rr) lln\'E aNl) I() ll(tl lr tlr( i:r,r(. lrrlcllrrr u.ith ell {nd srngulrr thc rlrJrurlcnlnccr rnd privilcXcr tlrcrcunto bclongin3 or in anvq isc tllcrcunln afrlrrlalllllr!.. inrl rll lh( cslalc. trfhr, rirlc. iDrcrutr rrxl ( t!il[ hlr.lilEr.l. o, thc !rrnter(r). sithcr in lry or cqulty. to lhc onl) proP(r urc. lrcttchl rrtrl l,clrtxrl ul lhr lrrntcc(!).hcrrr ilnd lstilni rorcvcr lN \\'ITNESS \\'llt.RIi()l-.'l hq grarrruirl trr c\(ru(.J thil dr'r.d \10 th. drrc \cl furltr rln,vs ., t.\t ! ()! r'()t.o[ADo. ( rrrrrrr ul CARFTELD , ts ?o. l9 \\'rurcl\ nr.l hand rnd olfrnal rcrl 1--.,. ' ( .dz-.. tt"t?E o .-- t Clirj 1,, -L+,-,, i-,.. r{,1 : i.a:;i. - t I.Jr..lu.Its, r, a{11 & 9ewer (.1(rmlrilrr.\,r aS graIltec, d.atsd BO.{T lIS I RBH Inc. , as srantor arrc,' e0:'( 77?Aprll 2), 199Ot P03 Pr!E7{.3 All water and watcr rights, well and well rights owned by Crantor in and ad;acent ro rie Riverbend Subdivision, including thosc appurtcnant to lrts l, 2, 3, 4, 5, 6,7 urd 8, Block.2, and Lots 1,2,3, 4,5,6.7r8.9 utd 10, Block3; Riverbend Subdivision, Filing No. 2, as Reccption No. 299710, including, without limitation, thc right to malc gll annual consumptivc usc o[ not morc than twcn$- five (25) scre feet of waEr pcr ycar rcprescnting 251u0 of thc amount of watcr tribuAry to the Colorado Rivcr which was found by District Court, WatcrDivision No. 5, io have been consumptively uscd in &c ercrcisc of thc water rights dccrced to YULCAN DmCH, C:nyon Cicck, wi0r fi (6) c,f .s.. tharcof having bccn consumed in the cxercise of lhc W,CAN DffCH RIGTIT with datc of appropriation of April I, 1907, Prioriry No. 175, in Prpvious Watcr District No, ib, ano four (4) "'i''*' thcreof having bccn consumcd in 0rc Ercrcisc of thc u.arcr righr dccrecd to 0rc First Enlargcment of Oc YLILCAN DffCH with date of appropriation of Oclobcr 8, 1942, in thc hiority of 242 in prcvious Watcr District No. 39; as similarly dcscribcd as followsl vulcan Dirch, Basin Rank No. 1473 in oclobcr 10, 1973, Reviscd Priority List for Watcr Divislon 5, Prlority No. I75, Ditch No. 106 in District No. 39, for 6'0 c.f.s., appropriation datc airu l, 1907, adjudicatcd Pl 9=f of $c District Court irr-inrt for Garficlrl County, cnurEd Sqrtcmbcr l4' 1908' Vulcarr Ditch First Enlargcment, Basin Rank No. 3729 in Octobcr 10, 1973' Rcvised Priority List for Watsr DiYision 5, Priority N9.2)2, bei,ng Ditch No' 106 in District l.to. :9, for 4.0 c.f,s,, appropriation da-te Octobcr 8,7942, adjudicatcd 6y ooro of thgDistdct Court in anO for Garfreld County, cntcrcd SePtcmber 5, 19s2. AND taking such water from one or morc of the following wells: Riverbcnd well No. l; At a point whencc thc southwest corner of Scction 35' Township 5 South, Range 9O Wcst of rhc 6lh P'M' bears South 02'30' west 2.680 feet. Rivcrbend Wcll No. 2: At a point whencc the Sou$wcst corner of Scction 35, Township5South,Rangcg0Wcstofthe6thP'M"bcarsSouth10"30'wcst 2,600 feet. Rivcrbend well No. 3: At a point whencc the Southwesl comer of Sectlon 35' J'ou'nshirr5South,RurgegOWestofthc6lllP'M'tbearssouthlS"0o'wcst 2,610 fcet' Riverbend wcll No. 4: Al a lnint whence the Southwest corner of section 35, Township 5 Soutfr, nurge 90 Wcst of Ore 6O P'M'' bears South 26"00' West 2,590 fect. RivcrbcndWellNo.5:Ata;roinlwhenccthcsouthwestCorncrofsoction35, Township 5 South, Fangc 90 Wcst of the 6th P'M" bears South 34'30' Wcst 2 ,675 fect' 1, 1'lr:rll llS aPptlrtCnanCCS. AND .67 c,f,6. condlttonally decraod to Rlvorbcnd lltll Nos' 1, ?t ),4, and J orlSlnally dec:$ed JuIy ?11 1974, Case No, ), _zt?i. AND g?,5 acft'feet condltlorrally decrocd to Rlvarbend Efffuent Poncl orteilrrally decrve6 JuIy 2\ t9?4t Eao No. }'-2726' B[]AT,,}IS ] , RBH (-rrlti ltuLr:..1 page 2 of , '._l : ,(,i.: :_,r.,ilr(.rcl.i l,jesa I_l: -_ -i]-rrs, -lnc,, a.g grantor and,..r' i:,j .'i?;i:. aonp'.rr), es sror.,.*",nrrl Easr'vva errq DO0X 777 frct744 ,/r p.trccl ol lanrj srrurrci in part of t}c NE%SW% and the N.w%SEt/ of Scction 3'.1 , To.,r'nslriJr.5 Sourh, Range 90 West of the Sixtl Pnncipal Mcridian in thc (iount1, oJ Garficld, Sl;rlc rrf Colorado. Said parcel lying northwcstcrly of the northu'estcrll nghr ol l rv linc for a countl'road as constructed and in placc and (.i:slcrlv and parl o[ a fr-.r;tc as crrnstructcd and in place. Said parcel bcing morc p;rlicttlarll dcqct r hc:<l ar lt,ilorr's' C(rrnmcncrnF ai the Soirtlrca\t (rrrner of sard Scction 34. a rock found rn placc; ilrunce N'. 6l'0:'56' \\'. -33:7.80 fcfi to a rcint on srid righl of $'a\ hne. said print bcin6 irl1,i' ir. said Icni'e, (Irt'Trrre I'oinl ol Rrginning; thcncc, lcaving said ;rcht of rla\ irrrc N. 24'0?'3o' Y\', 7d{,.i1 flct alt'n! said fcnccl (lr:ncC, leaving ',.rr..1 fcncc N. .ij'0'i'3q' \\'. l7.i 35 fi.irl(, a p:un: il] the Crr)orado Rivcr; thcncc l\ 7l'53'(|:r' J.. .1 89,31 fcrr ai',r! !,ru l-iic:. li,rnic. lcavint said river S. .tt'21'29" E. lr(;.13 frct tc a p.)1,)i (];. \rr(: i t-r'll r,; uar' ltrre; thencc, aJOn3 Said :,ini oI \\'a\ iri,c. S. .53"10'fi1' \\'. 6:5.9.| feel to tir'; True Point of Beginning. r (t'. jJ-'ll1LR v''JTH thc acccss and ulilil\ res(rjrcnts a.( nrorc sJrccifically dcrribcd'.. .,.:: ;r-lI ri; ihr rirccl to Cunninpiiam Constnt;tion and Dcvclopmcnl Co. l: P0:l l'1 EXHIBIT F - PROPOSED ZONING REGULATIONS l i, TWO.FAMILY ZONE DISTRICT Uses bv rioht: Two-family dwelling and customary accessory uses, accessory to use of the lot for two-family residential purposes and fences, hedges, gardens, walls and similar landscape features; par. Uses. soecial: Studio for conduct of arts and crafts, utility lines, guest house, home occupation. Minimum lot area: Fourteen thousand (14,000) square feet. Maximum lot coveraoe: Fifty percent (50%). Minimum Setback: 1) Front yard: Local streets. Fifty (50) feet from street centerline or twenty-five (28) feet from front lot line, whichever is greater; 2l Rear yard: Twenty-five (25) feet from rear lot line; 3) Sideyard: Ten(10) feetfromsidelottineorone-half (%ltheheightof theprincipal building, whichever is greater. Maximum heioht of buildinos: Twenty-five (25) feet. Maximum floor area ratio: 0.25/1.0 SINGLE-FAMILY ZONE DISTRICT Uses bv rioht: Single-family dwelling and customary accessory uses, accessory to use of the lot for single-family residential purposes and fences, hedges, gardens, walls and similar landscape features; par. Uses. special: Studio for conduct of arts and crafts, utility lines, guest house, home occupation. Minimum lot area: Fourteen thousand (14,000) square feet. Maximum lot coveraqe: Thirty percent (30%). Minimum Setback: 1) Front yard: Local streets. Fifty (50) feet from street centerline or twenty-five (25) feet from front lot line, whichever is greater; 2l Rear yard: Twenty-five (25) feet from rear lot line; 3) Side yard: Ten (10) feetfrom side lot line or one-half (%) the height of the principal building, whichever is greater. Maximum heiqht of buildinqs: Twenty-five (25) feet. Maximum floor area ratio: O.1OO/1 .O OPEN SPACE/PARKLAND Used bv rioht: Playgrounds, trails, park, playing fields, landscaping. Uses. soecial: Utility facilities, lines and systems. Minimum setback: 1) Front yard: Local streets. Fifty (50) feet from street centerline or twenty-five (25) feet from front lot line, whichever is greater; 2l Rear yard: Twenty-five (25) feet from rear lot line; 3) Side yard: Ten (10) feetfrom side lot line or one-half (%) the height of the principal building, whichever is greater. Maximum heioht of buildinos: Twenty-five (25) feet. C. \DEB\1,{0BK\BIVE82 l''1on Man 13 07: 56: 23 1995 R E LE FH L R R EEFH $slg\s SI d ssdl |o F:. N RsdS BBBil RdtNai\I taiqt \ F Or L $ ari S:.(,(o\s ils $$ SH IffiIffi ffiH fi * Ns $Imt hfrLd+, B {"-.i 5*\ -\lJ N b,\ N}\+q *"ffir'bI B(JAT,'MSI,.RBH Pr) 2 oottl 53tJ rrcrtlli,-r BMAF o ,,6' 'l ) Lc'' " (:,e c,. T rilooorrr,rr ,reTl..r'ato.";t P.--.0. Hfl ' llYt .- Roon1,rr *n No -HQft+ u,',u*1,,.*."i.. rooorcter LO . (,,Cc,. 1l'" 't ' "'o''li /g t) b" -.ro' / ,rh u*:' ' ,rtou"- o*? , -'' ' '.r,1 PPi:;',/r/' fi?n , P.t-q'{!ic_'uyr_qoJlure-_{;fl ffi Satile.LF-cdtt[ttnf T1Lq14qq Cr.nln{nelh.rr,r Ci:n$lrttr:l:i()n & ha'ya'l 51rn1q6t- Co., the tjec}arant Iterein ancl owner of Rivorbond Subdlvi.sion, Garfield County, COlOrado, aS tltc EAhe Eppears upon Ll:at pl,rt f lled f or rocord un N.ey.g-dktj5tr/-L?1 "s lreccnr-io,t No. ef.tAfi- in the oftic{, of th<.'CIeuk and Recordcr of Garljuld Cuurrty, Llolorarlo, doeg hcr,lby covenant and egree thaL lhe use thereof shall bc rogtricted by the terme.rncl condltions ag herein- after seE tOrth. It furthcr'eovonant.s and aqrtle$ that said raetrietions glrall bc covenantc uunning *itl, thc land anql shall bo hrlncllrrq upon it$eIf, iLs nucceesors and asslgns, and shal1 be nutuel.ly bindinq and tnforceable hy all purchasers of lots or property within said BubrJivisibn. lhe protectlve covenants to run vritn the lond are as [o]. Iows : 1. Ne lots ahall bc usod for other than slnglc-fr.nily resideneo purposet, tb thls end, no building shall be erected, eltered. placed or permlEted to romain on any lot, other than one eInEle-farnlly dwellinq. Appurtenartt rtruc- turog such ae detached garage, carPorti storage strucbure, gues[ house or vrorkshop, rtrust approved ln *ritlng by the Architectural Control Committce. 2. No buildine or Eny t)art Lheroof shall be erecie,l on any lot closer L.o the retpectlve lot linee than ae fol lows: (a) Front lot llnc 25 fect (b) Ilear lot llne 25 feet (c) $ide lot Iine I0 feet or onc-haIf. (1/2) ttre 6ari<;ht of the ftrtnriFA: hrri lrling. ulichever 1s gra{!atGts. Fiave.: , a tet)E and open Porel\eE shall not bo cons ldered paEt of er buildirrg ln coml>utlng eo'.-backs'. B(i:lT,'IIS L'RBH P03 otlor Silll rucrgl"i8 3.Hobuildlngslralloxcccd2?fedtlrrvetrticalfreight ncasured fr-oln tlro finishcd t:lcvatlOn Of. the intersectiOn OI thc <:onter of the fronL -'{t,reot elth a Iinc drawn from thc r r-.trtr,, rJI cl ruL PLL'i,ut,!i lC,rl rl. L\.: L'ru '*wr'l' l\lrt-' v' 'ttt' rCL' auch total helqht to lncludr: the roo[. {. E;asem6nts for the irrsballaLic,n and m.lintohance of uttllties and dralnage facilities for hhe LronofrI oE the public are reserved 8!i slrown on the rccorded plat EE to eaeh and evory lot. 5.otherEheninitiallylnsialledbyDoclarsnt,nogt6 lineE, ltghtr Fow€EIlnes, [elephone Iines or telavision ea- bles ahatl bc permitted rrnlags said Iitrol are hurled under- ground and ortt of sight from thair prlnaEy Bource at the lot' llno to the unit. Euch installaelon EhEII be at the lot oLrnorrs erPenge. 6. The floor arca of ereh aingle-family dveltlng' ' cxcfusiva of opon porcheE and garagee, shall not' be legs tnrn 850 square feet of finished Iiving area on the ground floor Ieval. rn addition, no dwelling chall be built or iold'whlch doeg nor, heve off-cLreet parkinE apace for at least tldo auto- mob iles . 1. No noxiouB or cffenelve Bctivity ehall be carrled on upon any lot, nor shall anythlng be done thereon whlch may be or becom€ rn annoyance oY nuisancE to the neighborlng ]gt6' No 1i(lht ehal1 be emlbted from any lot withtn the Subdivieion whlch is unreaaQnably briehL or cauEes unreasonable qlarei no sound ehall be crnitted 6n any lot whieh ls unreasonably Ioud or annoying; and no odot'shall be cmittecJ on any Iot t'hich ie unroasonebly noxious or oflensive to others' All Iots vithin the Subdivielon, lnetudirrg aII improverncntc on any lol, 6h81} bs kePt ancl na lnta inect by t'he ovJner ttre reaf ln a clean ' 8af e ' attracLlvc End eiqhtly condition and ln good rePBir' BOAT/.USI/RBH P0{ soo( 5139 rrct987 B. No rrtructure of a Lerirporary clraricLcE, e.g. trailer, basemen[, tent, shdck, garage, 6f otlr0r oLrtbuildinq, shal1 be used on ilny lot at Any tintc ,rg & regidenc.-, alther: tomporar- rly or [)rrlnri:t1r]rtIt. 9. No anlmala, IlvesLo(rk, et 1rou.l.lry of any klnd ehall tro rainr.lti, bred, ots k€pt on any lot, exccpt that dogs, cats oE 6thcr hou.Eehold pets may be kept, provided that. bhey are n6t hept, brcd or malntained for any comtncrclal purposes. Such netr muat he kept on [hoir ownerre property at all t- imes I0. No etgn of any kind shall be displayed to the public view of any lot, excepu onc profcssional algn of not rqore than 5 squara f eet advert la ing the pr:ctrer,ty f or rale or uoht, or used by a builder to advertiae the Property during the initial construction arrd qaIe. 11. wo lqt ehall be used or nralrrtalned as a dumping Eround (or rubbleh and no vehicle sha1l bc allovted on any lot which doe.q not have a current license P1ato rocognzled as valit! by the Stdte of coloraci, afld a currenb EafeLy Inspec- tlon sticker lEsued by authorlty of the Stcte of Colorado' AII tecreatiorral vehlclea, camperB, tr:aiIers, mobile homea, boals, end equlpnent ehall be stored out of vles, or ln e garage or atbaehed etorage room or area. I2. trashr garbage and other waste shall be kePt only in covered ErnlEery contelnerE. 13. No strucLure strall be placed or located in any manner that ulll obetruct,. dlverL or otherHiso alter Lhe natural water dralnage courBeE and paEterns, and no Iand- scaping or clrangea to the eristlnq terraln shall be made which shaII obstruct, diverL or elter such drainage' 1{. No bulldlng shall be oceuplet! nor shall any of the lotg vltlrin tho Subdlvislon be eold or conveyed to any party - a- BOAT;}ISI TRBH P05 Bttor SJg rucrgrlg or p.rrt ieg urrtil guch tI.me ae thtr Boarrl of County Commis_ Eioltct'6 of tlre Count.y of (;arfleld are saiisfjecl thar the pt,f,t ts ilrt['rovernontc reguircrJ Lr.r ba lutrrished and insralled by Dot:Iar*rrlt (p1rrgu,.pt, tr.r A3-. r, ..:l- 1, ri,,,. :-!. __._-*_i- l(r_*Ii_', betreett Doclarant ahd thc BoarcJ of Courrty Corunissloner6 of the county of GeEtrelcr) Iruve bren property instarrer!. Tho approval of Eaid Eoard at County Cornmissionerg ehall be evidenced by the vritton api)roval of the Building Offlciat of Garficld County. Upon the recordi.ng of suclr written apprdval in tlre records of the Ofticc of the Clerk End R€corder of Garfield Ccuntyr thc occupancy end sale restrictlons above scl' farth sharr become null and void und of no further forca or effect 15. 'Except to the extent necoEEary fqr conelruction Purposesr llvlng treeg, the [runk of whlch is two (t) lnches Qr moEe in dlamettr end whleh naturally exist rrpon a lor shalI not be cut, trimmed, or rcmoved fr.o,r, auch lot excopr eg may lie approved by the ArchirectuEaJ Cohtrol Commltteo. 16. .ThE area of irrigated laun for each lot aharr not ctrceed 3500 square feet. Ihe balance of the lot shal1 be seeded in natlve gragEes not reqrrirlng irrigablon (e.s. CreBtCId l.lheat. ) IndiEenous trees, bushes, and shrubs may also tle plant€d. Vegctable snd flouer gardens not exceeding 500 square feet ln aEea may be irrigated. 17. Neithar external tctevigion nor radio antennas shaIl be allowed, areept sr.tclr Antennas as rrray be approved in tyrl t ing by the Architectural Control Comrni t,tee. 18. An Architectural Ccntrol ComrtttLee, (,the comnlttee"tr ig hereby ouoated to function as forloye: (a) fhc Atclrltcctural control conunittee shaJ,r consrst ofthree memberg I Lrm. ,Jamr{r Cunninghem, p, O. Eox rtIB,vel1, CoIorado, telephoh6 4-?6 Szil-, CarolynEernhardt. p.O. Eox 10SI, elelvoed Sprlrryi,COIorado. telephono 945-9601, antl notext l{eer. ?20Equitablc Butldi.ng, Danvcr, Coloradol teloplrurrc37t-7 77 s - BtIATiI'ISIiRBH P(i 0 000x 539 rroi989 maJority of tlre. Conrmlttoe rnay tJesigpsg6 5rEprrrflcntativc to 0ct for lt: sho;Id I memlrcrrerli.gnr of bocolnc u,rable to acEr thc oilrer mernbersshalt appoint ai sucecEEor. (,pon rne sale and :orlvey8nce by I)cclarant of ali lots i,n rheSrttrr'l ivinion, ,1 ilr,r 1..riL;, tf :1i., junr,rr.,i clf l:;tu jji rl.i:lruLldivi*lrrn shlll etccl thc mcnrLutu ol r.hefr.rmmitt,co A HEtttcn,jrs.igna,tlon ot rn*O*r, EhaIltrO rccordcd (n tlrc * r.;uor6s 6f r.lo r L ie ld Countyshoerlrlg appreval by a rnajority of the SubdivisiOnIof. ouficrs. (b) Betore-any per3ol raay commence th€ construction, :eT'?qgllng, addiuion to, or altererion of g6ybullding, waIl, fcnccr ots othor bLeucturerrhrtf:ncv€F, witlrirr thc Subdivision; thore EhaIl beEubmitted to the lrclrlLectura]. conErol co,nmittec,tHO conPletc sets of thc plans and spccl,ticationafor eaid r,rork. No cuch strucLur,.,j .r.'lmprove*unl* offlny kind shell bc erccterl, alteredl plaieo or-mal.ntained upon any lot unless ancl until the flnalprEnr, Elevltionc snd EpecificaLiuns thEretOre havebeen approvcd in vrriCini by rlrc I\rchltecrurtlenntrol Committce. gucii piarrs und spoclficationsshal.] be submitted. in uritrng ovcr the slgnaturc oftlre owner of the Ello oE hic auLlrur izerl a{enc.ApFrovsl shell be uauedr Errong other things, onquallty of propoeed coh6Lsuctlonr adequaci-,!f "iteplannlngi qonforftlty <rnd harlrony or eiterior deslErlwith nolghlroring .gtiuctures; efiect oE locairon-anOllf,p flf improverrronts r 1anclsc6t11r.r9, .alatioi Jttopography, trre(ie rrnd tinirtrcd glorr,rd ule.raLlorr ofth+ sito bcing inproved to rhaL uf netghboEingEi tes; relEri;n oi trlo tii[",rulr.o,.,r ru nearby5tr€etE, and confoumiLy <.rf the pli:ns andEfleetfleatiotli to the purpo"= qnd g@neral plen andintent of thete restrictitils. 1,he committ;e sni:.fnot arbltrarily Ou unrqasonobly withhqld apSrroval otEuch planE end epe6ificati+ns.- (a) Ttre J\rchltectural Control Comnrittee shall approve ordleapprove, in writing. rrld plana andAEeciticrttone wirhin rhirty ilayu from rhe recelpcthoEcof. Otc set of suid plans nnd spccificationssith,e copy of the wrirten appruval oi dlsapprovalehall bo retaincd by the CommilLee. In the tvenE noacLlOrt ic tak$n tu epprove oE cti3approvE nuqh plan6and speclficationr wlttr lrr uutd lhti.ty day puil.'oO,the provlolon roquiEj.ng rppruval <.rf iald-pians andapeeiflertione c[trlI be deenad ro lrave beln yalved. (d ) t'tre Comntlttee nat !rt1nt varlances f rom the scrlctapp).lcation of rhcse protect,tvc covcnantil subJeuLto the follotrinE conditiona: I. A detalled written appllcrtton for varlanceshall br eutmltted to thc commitro4 srqpp6Ercd byplat or drawing+ srrd wiLh a proces6ing- fee <;fS?3.00. plus eny cost$ or f ces thc Commir_Lre uraylneur ln heving thc roqueat evaluated ort rgvl6vt€d- B(:)AT/'MSI/RBH P07 bu$ 539 rrorgU0 2. Froof EcccFtablo to the Conmittee of at least(10) days advance writ,ten h()tice to aII Bubdlvirion prop.EEy.rwnetrr *ith{n 200 feet from thc crttorlor boundariee ol lhe clte. 'i, 'l'lr ' v;u'i r , ':.,'l r;'\,r". ,i')ri.:r jr Luild j.n-1 code lnrl otlter ordinattccs of the County of CarEleld, or rn.rpprnpriata vrritnco ehrll hrve hoan epprourd lry the Cotrnty of Garf ield' {. nn afftrmat{ve ilndlng by the Commlttee that tha vaElancc will not croEtd Bubrtentlal edverse ef f eets on other Subdivlc lon 1o!. owl16tsE. and lB eottCor,ntty r.ri th tlre qtrallty, objectlvee and qrtrrrrrl starrderd* of tho Subdlvlslon- (el Neltlrer the oeclarant, the Committee m€mbere, nor thcir succassors oE aeilgne rhall be Iteble to anyone eubmittintr pL66s to thrrrn f or alrFroval, or to Fny nunet of rny ).rntl affocted hy thle rteelerrtton, by reeeon of mii}ttk+ irr judgment, negligencer,or nonfoerenea ar{sing out of or in eonnaatlon r^rlth the tFlrrovtI or Liisetrnroval or f,ailuEc to nlrprove rny Euch FIanE. Every FerBon ehd submlte FIanE for approvel !gEoar, by +ubmissiotl o( s'Jch Plrnl , lnd every orrner of any tatrd in tlrc gubdiviclon a.Jrees, by ecrltrlrlng tltle thereto, thaL he wiIl not brlng ahy sctlon or srrlb tgainst Declarant to Eecovcr rttr:h damegae. 19. No clovaied tanhe o[ any kirrd ehell be permlttcd en tfiy J.ot for atorage of qas, fuel, water, oil or other eubatanccs. Arry et,oragt tanka sholl be buried beldr gtsodnd leve I. 20. During the sourae of corlBtruction of any Permltted etructures., roadg, of other Irnprovenettts, Lh€ provlElons contalnecl 1n theee Covenarrta ehaII be deemed tlaived to thc extent necessary to Permtt Euch consLructioilr FEovlded thetr durlng the courae of such construction, nothing shall be dono thlch will roault ln a vlolatlon of any pEovlsion upOtt completion of conetructlon. 21. 'rheso proteetlva covenarrte shall run vlth the land and shall be blnding ut)on all parties and all peraon6 clalrtrlng under hhem for a Perlod of twenty-fiuo (25) yearE from the date Ehosc covenints! ato t€corded, Plovidsd t'hat such prorectlvo covenflnLs shrrll be aut6rnatiCally eXtended IOr Bucce6sivc per{odB of tcn iI0} yo"tn unIef,s on or bofore th€ -6- BOAT/}ISIiRBH P08 0oo( 539 rrcE9ul end of any auch successive Period or, orlEinal perlod the owner:a of a najorlty of the lots ln the subdlvlsion ahall by wrtCton lnstrumcnt duly recorded declare a termlrtatlon of aame. 72- Thoco covencf nts tnay tte ar,rendod at sny t ime k'y an affirm,rtlve vote of ownors of two-thirds (2/31 of tha tiubdlvlp., lorr Iots. $uclt elcction shalI bo hcld by eecret baltot followlng rt I€ast 30 days t{rltten notice by certifled matl to all lot ownerg. Such amondment shall be r"eorded in carfield Couney Clerk and Recorderrs office' 23. Notnlthatandinrl anything to thd contraty eantalned hereln. after the exptratlon of one year fro* tha dtta of lsguance of s bulldlng pernrlt for anv lmptovament by i governmental aukhorlty havlng sueh juriedictloh' said lmprovement ehall be <lcsrned to be in compliance with AII provlelons of theae covenants, unlces actuAI notice of eueh noneompllrrrcc, cxecuted by the Declerant or lta EucdGggorE and asslgns, ehall apPsar of record l'r the otfice of the clerk and Hacorder of Garfleld county, colorado, or unIeBE tagal proceedlngc shall have been initiated to onfotee compl lance. 21. Enforcenent of theee proLective covenants by Pro- coedings tt lEw or ln eqult,y by any owner 6r olllnGrs, 6r agsoclation thereof, of tho land hereby restfletod and n'y be enforcod agairrst any perEon ots persons violeting or Bttempt' ' ln9 t,o vlolate any provlalon, elther to restra[n vlolat'ion or to rocover damagel. If suit ls brouglit tor the enforcomcnt oE these covenanta, then the Prevalllhg, Party thall bg entltled to recovor the costs of Euit including a rerEonable attorn€yrs fee. Fot thc PurPoger of this seCtiQn', tht tuclarant, or It aucceggors shall be doomed an oYner Eo long aa any loco 1n the Sul,divlsiort rernain UhBold' -7- BL}ATi }IS I /RBH 25. rnvrlldttlon of eny one of the.Ho cov€ntrnts by Judgnront or court order slrall ln no way lrffect any of the o€hcr provisione vhlch alrall romaln in fulI fcrce and ' I t t "l 26. Thego covenants are sutrJec:t to applicable lang ahd to ordinances of the County oI carfield, and violatlon of .gaid l aua or ordlnances are violttions of these coven6llt'9, subjecb to etforocment as hereinabove pr6vidad. Dated and eisned *ris ?-t.rt dav of t{l v 6'tB(re 197 9. P09 Doo( 539 rucr9i)Z STATI! OF COLORADQ COUNTY OfI GARF'IELD g5r .,.r1 .U..' fhe foregoinE instrument lras eeknohrledged betore me iis,r;:.""' ZLti"jav ot' (JarE.,.etrr( , re7e, hy vlH. JAMES ff*t,nrnn mllfriii;i^i,, vrffiER, EH AEs j-sE;irE 'larli*-i5"i.i:"Iiiv "f iu^1119t im con+truction & Developttent co" a . t 'o]', rrl gor,orsdo coEPorrt lon. ? t i'rr..,, Hy uo,unissron "*ulrur,FE G l-1, llB I rhls witneas my hand and ott leiul seel ' ," ffiFy 'rurrf iF ') (- { ,lI.9(,'j,(,il t'- -.1 ENGiNEEFS SURVEYORS - (303) 945-1004 FAX (303) 945-5948 SCHMUESER GORDON MEYER 118 West 6th, Suite 200 Glenwood SPrings, C0 81601 April 4, 1995 Mark Bean, CountY Planner Garfield CountY Courthouse 109 East 8th Street, Suite 303 Glenwood SPrings, CO 81601 Dear Mark: This letter is being submitted to satisfy the requirem.entls of section 4'08'07(E)' Garfield County Zoning Resolution as it pertains to the Sketch Plan Submittal for "Riverbend BY the River". Prooosed Water Source water for domestic and irrigation use will be provided by RB Water and sewer Company, the owners and bperators of the water system which currently serves Riverbend subdivision, Filings No. 1 and 2 and Riverbend Ranchettes' This system is fed by Riverbend wells No. 3 and 4 which were decreed in water court under case No. W-2125 on July 23, 1974. ln addition, three additional wells', Riverbend wells 1' 2 and 5, which were decreed in the same case, have been drilled and will be put into service as the demand for water dictates. Each well has a decreed right of o'67 cubic feet of water per second. The decree provides for rnunicipal use, including domestic' irrigation incidental thereto and sewage treatment, recreation' fish and wildlife propagation and all other beneficial prrpot"t, including storage for the above purposes. Previous pump tests for these wells have yielde d 24O gallons per minute for Riverbend well No. 3 and 260 gallons per minute for Riverbend well No' 5' Water usage requirements, as shown on the attached Exhibit A, are well below the capacity of these wells. Water storage for Riverbend Subdivision is currently provided by a 30'000 gallon water storage reservoir located on the hill above Filing No' 2 at an elevation of 5960' This storage will be augmented by the construction oi an additional storage tank by RB Water and sewer company. The size of this tank will be determined based on fire flow requirements of the durning Mountain Fire Protection District' The existing water lines within Riverbend Subdivision will be extended and looped through this subdivision to provide service for the new lots. Fire hydrants will be provided' and will be located as required by Fire District Regulations' SEWAGE TREATMENT Wastewater treatment for this subdivision will be provided by RB Water and Sewer company. The current facility is being upgraded in order to bring the system into compliance with current Department ;f H&tt6 regulations. The new facility will consist of two aerated partial-mix lagoons and a settlement basin and will provide secondary treatment to the *urt"*it"r. At preliminary plan the design capacity of in.r. ponds will be verified based on measurements of B'O'D' load and flow rates' The site application will be modified accordingly' :S. ttM- 7 (303) 94s-1004 FAX (303) 945-5948 EtvG/tvFEas: suRvEYoRS --'-S,-t tM- SCHMUESER : GORDON MEYEB 118 West6th, Suite 200 Glenwood Springs, CO 81601 April 4, 1995 Mark Bean, County Planner Garfield County Courthouse 109 East 8th Street, Suite 3O3 Glenwood Springs, CO 81601 Dear Mark: This letter is being submitted to satisfy the requirements of Section 4.0g.07(E), Garfield County Zoning Resolution as it pertains to the Sketch ptan Submittal for"Riverbend By the River". Prooosed Water Source Water for domestic and irrigation use will be provided by RB Water and SewerCompany, the owners and operators of the water system which currently servesRiverbend Subdivision, Filings No. 1 and 2 and Riveibend Ranchettes. This system isfed by Riverbend Wells No. 3 and 4 which were decreed in water court under CaseNo. W-2125 on July 23, 1974. ln addition, three additional wells, Riverbend Wells 1,2 and 5, which were decreed in the same case, have been drilled and will be put intoservice as the demand for water dictates. Each well has a decreed right of 0.67 cubicfeet of water per second. The decree provides for municipal use, inct-uOinf domestic,irrigation incidental thereto and sewage treatment, recreation, fish and wildlifepropagation and all other beneficial purposes, including storage for the abovepurposes' Previous pump tests for these wells have yielded ZqO gallons per minutefor Riverbend well No. 3 and 260 gallons per minute for Riverbend well No. 5. waterusage requirements, as shown on the attached Exhibit A, are well below the capacityof these wells. Water storage for Riverbend Subdivision is currently provided by a 30,000 gallonwater storage reservoir located on the hill above Filing No. 2 at an elevation of 5g60.This storage will be augmented by the construction oi an additional storage tank byRB Water and Sewer Company. The size of this tank will be determined based on fireflow requirements of the Burning Mountain Fire Protection District. The existing waterlines within Biverbend Subdivision will be extended and looped through thissubdivision to provide service for the new lots. Fire hydrants will be"provided, and willbe located as required by Fire District Regulations. SEWAGE TREATMENT Wastewater treatment for this subdivision will be provided by RB Water and SewerCompany. The current facility is being upgraded in order to bring the system intocompliance with current Department of Health regulations. The new facility willconsist of two aerated partial-mix lagoons and a settlement basin and will providesecondary treatment to the wastewater. At preliminary plan the design capacity ofthese ponds will be verified based on measurements of B.o.D. load and flow rates.The site application will be modified accordingly. April 4, 1995 Mr. Mark Bean Page 2 DRAINAGE Two relatively small drainage channels cross this property from south to north. The largest of the two lies primarily east of this property, but it does cross the northeast corner and then continue north to the river. This drainage will remain undisturbed, except for minor modifications which may be necessary in Lot 9 to divert the water around the building envelope. The other drainage is located near the west side of the property and flows towards the east around the existing wastewater treatment ponds. A small swale will be created along the west side of the property to divert the flow from this drainage around the building sites and to direct it towards the river. An earthen berm located south of the new wastewater treatment ponds will divert natural drainage around the ponds and allow it to flow towards the river. Drainage easements will be created along the lot lines as necessary to drain water from the roadside ditches to the river. Standard drainage components can be utilized to prevent runoff created by this development from exceeding historic flows. NATURAL HAZARDS There are no natural known hazards on this site relative to avalanches, landslides or flood plains. Site specific soils testing will be done as a part of the preliminary plan application for this subdivision. Recommendations of the soils engineers will be incorporated into the design of the roads and building foundations on this site. lf you have any questions in regard to this letter, please feel free to call my office. Sincerely, SCHMUESER GORDON MEYER, INC. Dean W DWG/dd90200b.2 SCHMUESER GORDON MEYER, INC. WATER REOUIREMENTS The water system which currently serves the existing Riverbend Subdivision will be expanded to serve Riverbend By The River. Water supply requirements for both areas are included below. Water requirements for the subdivision are based on the following criteria: 1. Site Development a. Population distribution Two-family lots @ 7 persons/lot Water Utility a. Domestic requirements Per capita flows 2. - Average day - Maximum day - Peak hour Supply Requirements Total Requirements Average day = 24,600 gpd Maximum day - 73,800 9pd = 51 gpm Peak hour : 1 23,OOO 9pd : 83 gpm 1 O0 gpcd 3.0 x average day, or 3000 gpcd 5.0 x average day, or 500 gpcd 3. a. b. Riverbend, Filing No. 1 and 2 i) 46 lots @ 3.5 persons = 161 personsii) Average day - 100 gpcd x 161 = 16,100 gpdiii) Maximum day - 3OO0 gpcd x 1Gl = 48,300 9pd = 34 gpmiv) Peakhour = 500 gpcd x 161 = 8O,5OO = 56 gpm Riverbend Ranchettes 3 lots @ S.S persons = 11 persons Average day = 100 gpcd x 11 = 11,000 gpd ) Maximum day = 300 gpcd x 11 = 3,300 gpd = 2 gpm) Peakhour - 500 gpcd x 1 1 = 5,500 gpd = 4 gpm Riverbend By The River i) 1 1 lots @ S.S persons = 38.5 personsii) 5 lots @ 7 persons = 35 persons iii) Average day - 100 gpcd x 74 = 7 ,4OO gpdiv) Maximum day = 3OO gpcd x 73 : 22,2OO 9Fd = 15 gpmv) Peak hour = 500 gpcd x 74 = 37,000 9Fd = 26 gpm i) ii) ilt iv 4. rpt\9O2OObO2.rqm OBJECTIVES OF THE P.U.D. The primary objective of Riverbend by the River is to provide affordable homesites for families with a moderate income. Because central water and sewer service is available in this area, lot sizes consistent with the existing Riverbend Subdivision are appropriate. The relatively flat terrain and lack of other physical restrictions will make these lots easily buildable. The proposed plan includes sixteen lots, five of which are zoned for two-family homes. The two-family homes are grouped together near the north side of the property so that they can be developed as a "neighborhood". These buildings are planned to be consistent in scale and character with the single family homes so that they will not form an objectionable barrier on this side of the property. The single- family lots are grouped on the southern half of the property, and will promote building styles which are consistent with the existing Riverbend Subdivision. The existing wastewater treatment facility is currently being upgraded to comply with current State Health Department Regulations. This upgrade involves construction of new treatment lagoons which are located immediately north of the proposed two-family lots. Alt of the area surrounding these new lagoons wilt be maintained as Open Space. This Open Space includes a river corridor with public access to the Colorado River along the full width of this property. lnterior to the residential lots will be another Open Space area which will be developed as a playing field or playground. This will allow easy access for all of the residents of this development. Because of its central location, it will provide a good "gathering ptace" for residents to play, socialize or to just relax. This variety of uses is most easiry accomplished through the p.u.D. approach. PROPOSED SCHEDULE OF DEVELOPMENT The applicant proposes to begin development of this project in the fall of 1gg5. Pending approval of the final plat for this subdivision, construction of the roads and utilities would begin in September. lt is expected that all of the improvements would be finished during the summer of 1996, with final completion to occur by September 3O, 1gg6. \ N $ N T t\ N t Ba S:.G(o -oo\c. fi$ *$\ \fi s\ Drr\ \^ E ts Nh B E \\ \,rB(-r5\F5c \\ It ti ;k 4. \ t^ t"il.-1 I:ri ,{^ *UT Ll',4 €' # ffi g 6I,'f {i StNGLE-FAMILY ZONE ptSTRtCT Uses bv rigfu: Single-family dwelling and customary accessory uses, accessory to use oi thelot for single-family residential purposes and fences. hedges, gardens, walls and similarlandscape features; par. Uses, soecial: Studio for conduct of arts ancl crafts, utility lines, guest house, homeoccupation. Minimum lot area: Fourteen thousand fi4,OOO) square feet. Maximum lot coveraqg: Thirty percent (30%). Minimum Setbac!: 1) Front yard: Local streets. Fif ty (50) f eet f rom street centerline or twenty-five (25) feet from front lot line, whichever is greater; 2l Rear yard: Twenty-five (25) feet from rear lot line; 3) Side yard: Ten (10) feet from side lot line or one-half (%)the height of the principal building, whichever is greater. Maximum heiqht of buildinqg: Twenty-five (2S) feet. Maximum floor area ratio: 0.100/1.0 OPEN SPACE/PARKLAND U'sed bv rioht: Playgrounds, trails, park, playing fiekls, landscaping. Uses. soecial: Utility facilities, lines and systems. Minimum setback: 1) Front yard: Local streets. Fif ty (50) feet f rom street centerline or twenty_five (2S) feet from front lot line, whichever is greater; 2l Rear yard: Twenty-five (2S) feet from rear lot line; 3) Side yard: Ten (1o) feet from side lot line or one-half (%)the height of the principalbuilding, whichever is greater. Maximum heiqht of buildinqq: Twenty-five (25) feet. -/0- ri TWO.FAMILY ZONE DISTRICT Uses bv riqht: Two-family dwelling and customary accessory uses, accessory to use of the lot for two-family residential purposes and fences, hedges, gardens, walls and similar landscape foatures; par. Uses.-Soecial: Studio for conduct of arts and crafts, utility lines, guest house, home occupation. Minirnum lot area: Fourteen thousand (14,O00) square feet. Maximum lot coveraqg: Fifty percent (50%). Minimum Setback: 1) Front yard: Local streets. Fif ty (50) feet from street centerline or twenty-five (25) feet from front lot line, whichever is greater; 2l Rear yard: Twenty-five (25) feet from rear lot line; 3) Side yard: Ten (1O) feet from side lot line or one-half (%)the height of the principal building, whichever is greater. Maximum heiqht of buildinos: Twenty-five (25) feet. Maximum floor area ratio: 0.25/1.0 -l/' t' -)z'tr SC/JAIUESEN GOROON AlEVER LilAIUEIRS sr/nvt voilS ,\'\:, (303) 945 1004 FAX (303) 94s 5948 l1B West 6th, Surte 200 Glenwood Springs, CO 81601 April 4, 1995 Mark Bean, CountY Planner Garfield CountY Courthouse 109 East 8th Street, Suite 303 Glenwood Springs, CO 81601 Dear Mark: This letter is being submitted to satisfy the requirements of Section 4.08.07(E), Garfield County Zoning Besolution as it pertains to the Sketch Plan Submittal for "Riverbend By the River". Prooosed Water Source Water for domestic and irrigation use will be provided by RB Water and Sewer Company, the owners and operators of the water system which currently serves Riverbend Subdivision, Filings No. 1 and 2 and Riverbend Ranchettes. This system is fed by Riverbend Wells No. 3 and 4 which were decreed in water court under Case No. W-2125 on July 23, 1974. ln addition, three additional wells, Riverbend Wells 1, 2 and 5, which were decreed in the same case, have been drilled and will be put into service as the demand for water dictates. Each well has a decreed right of 0.67 cubic feet of water per second. The decree provides for municipal use, including domestic, irrigation incidental thereto and sewage treatment, recreation, fish and wildlife propagation and all other beneficial purposes, including storage for the above prrpol"r. Previous pump tests for these wells have yielded 24O gallons per minute for Riverbend Well No. 3 and 260 gallons per minute for Riverbend Well No. 5. Water usage requirements, as shown on the attached Exhibit A, are well below the capacity of these wells. Water storage for Riverbend Subdivision is currently provided by a 30,000 gallon water storage reservoir located on the hill above Filing No. 2 atan elevation of 596O. This storage will be augmented by the construction of an additional storage tank by RB Water and Sewer Company. The size of this tank will be determined based on fire flow requirements of the Burning Mountain Fire Protection District. The existing water lines within Riverbend Subdivision will be extended and looped through this subdivision to provide service for the new lots. Fire hydrants will be provided, and will be located as required by Fire District Regulations. SEWAGE TREATMENT Wastewater treatment for this subdivision will be provided by RB Water and Sewer Company. The current facility is being upgraded in order to bring the system into compliance with current Department of Health regulations. The new facility will consist of two aerated partial-mix lagoons and a settlement basin and will provide secondary treatment to the wastewater. At preliminary plan the design capacity of these ponds will be verified based on measurements of B.O.D. load and flow rates. The site application will be modified accordingly. 4, 1 995 Dean Presi DWG/dd90200b.2 SCHMUESER GORDON MEYER, INC._ Mr. Mark Bean Page 2 DRAINAGE Two relatively small drainage channels cross this property from south to north' The largest of the two lies primarily east of this property, but it does cross the northeast corner and then continue north to the river. This drainage will remain undisturbed, except for minor modifications which may be necessary in Lot 9 to divert the water around the building envelope. The other drainage is located near the west side of the property and flows towards the east around the existing wastewater treatment ponds. A small swale will be created along the west side of the property to divert the flow from this drainage around the building sites and to direct it towards the river. An earthen berm located south of the new wastewater treatment ponds will divert natural drainage around the ponds and allow it to flow towards the river. Drainage easements will be created along the lot lines as necessary to drain water from the roadside ditches to the river. Standard drainage components can be utilized to prevent runoff created by this development from exceeding historic flows. NATURAL HAZARDS There are no natural known hazards on this site relative to avalanches, landslides or flood plains. Site specific soils testing will be done as a part of the preliminary plan application for this subdivision. Recommendations of the soils engineers will be incorporated into the design of the roads and building foundations on this site. lf you have any questions in regard to this letter, please feel free to Sincerely, SCHMUESER GORDON MEYER, INC. my office. WATER REOUIREMENTS The water system which currently serves the existing Riverbend Subdivision will be expanded to serve Riverbend By The River. Water supply requirements for both areas are included below. Water requirements for the subdivision are based on the following criteria: 1. Site Development a. Population distribution Two-family lots @ 7 persons/lot 2. Water Utility a. Domestic requirements i) Per capita flows - Average daY = 100 gpcd - Maximum day : 3.O x average day, or 30OO gpcd - Peak hour = 5.0 x average day, or 500 gpcd 3. Supply Requirements a. Riverbend, Filing No. 1 and 2 i) 46 lots @ 3.5 persons = 161 persons ii) Average day : 1OO gpcd x 161 : 16,100 gpd iii) Maximum day = 3000 gpcd x 161 = 48,300 gPd = 34 gpm iv) Peak hour = 500 gpcd x 161 : 80,500 = 56 gpm b. Riverbend Ranchettes i) 3 lots @ 3.5 persons = 11 persons ii) Average day - 100 gpcd x 11 = 11,OOO gpd iii) Maximum day - 300 gpcd x 11 : 3,300 gpd : 2 gpm iv) Peak hour - 5OO gpcd x 11 = 5,500 gPd = 4 gpm c. Riverbend By The River i) 11 lots @ S.S persons = 38.5 persons ii) 5 lots @ 7 persons = 35 persons iii) Average day - 100 gpcd x74 : 7,400 gpd iv) Maximum day - 300 gpcd x 73 = 22,2OO gpd = 15 gpm v) Peak hour : 500 gpcd x 74 = 37,000 gPd = 26 gpm 4. Total Requirements Average daY = 24,600 gPd Maximum day - 73,800 gpd = 51 gpm Peak hour = 1 23,000 9pd = 83 gpm rpt\9O2OObO2.rqm OBJECTIVES OF THE P.U.D. The primary objective of Riverbend by the River is to provide affordable homesites for families with a moderate income. Because central water and sewer service is available in this area, lot sizes consistent with the existing Riverbend Subdivision are appropriate. The relatively flat terrain and lack of other physical restrictions will make these lots easily buildable. The proposed plan includes sixteen lots, five of which are zoned for two-family homes. The two-family homes are grouped together near the north side of the property so that they can be developed as a "neighborhood". These buildings are planned to be consistent in scale and character with the single family homes so that they will not form an objectionable barrier on this side of the property. The single- family lots are grouped on the southern half of the property, and will promote building styles which are consistent with the existing Riverbend Subdivision. The existing wastewater treatment facility is currently being upgraded to comply with current State Health Department Regulations. This upgrade involves construction of new treatment lagoons which are located immediately north of the proposed two-family lots. All of the area surrounding these new lagoons will be maintained as Open Space. This Open Space includes a river corridor with public access to the Colorado River along the full width of this property. lnterior to the residential lots will be another Open Space area which will be devetoped as a playing field or playground. This will allow easy access for all of the residents of this development. Because of its central location, it will provide a good "gathering place" for residents to play, socialize or to just relax. This variety of uses is most easily accomplished through the p.u.D. approach. PROPOSED SCHEDULE OF DEVELOPMENT The applicant proposes to begin development of this project in the fall of 1995. Pending approval of the final plat for this subdivision, construction of the roads and utilities would begin in September. lt is expected that all of the improvements would be finished during the summer of 1996, with final completion to occur by September 30, 1996. C. \DEB\l^l0BK\9029gBZN Tue Apn 4 14.24'.04 1995 a {$ E S IEFiH E Q$ l$Nir\c\ I L rli I ils -l=.".H Eil *1"-..$ H=il rlx*u k B|B&frfi Hil\.$$$I HpBeu H NNrj rlt l* il\l\ lr I B (.{(I It T E &; t E -\ GARFIELD COUI{TY Building and Planning Ap.il 13, 1995 Steven J. Boat P.O.Box 1989 Glenwood Springs, CO 81602 RE: Riverbend by the River PUD Rezoning Request Dear Steve: Your application for a PUD zone district and text amendments has been scheduled for a public hearing before the Garfield Board of County Commissioners on June 5th,1995, at 2:00 p.m. The meeting will be held in Suite 301, Garfield County Courthouse, 109 8th Street, Glenwood. Springs, Colorado. It is suggested that you be in attendance at this meeting. In order to fulhll the public notice requirements lor the hearing, copies of the enclosed public notice form need to be mailed by certihed reLum-receipt to all property owners adjacent to all properties included in the application no less than l5 days prior to the hearing. The receipts from these mailings need to be presented at the time of the hearing or submitted to the Planning Department prior to the hearing. The public notice form must be published one time in a newspaper of general circulation, at least 30 days prior to the hearing with the proof ol publication to be submitted to the Planning Department. The date of the mailing/publication and the hearing do not constitute days of notice. It is your responsibility to verily the accuracy and submit the legal notice for publication. I suggest you review the legal notice carefully to insure the accuracy of its contents. lf you have lurther questions or concerns regarding the public hearing or public notice, please contact this oflice. Sincerely, 77'/ail- Mark L. Bean, Director Building & Planning Department 109 8th Street, Suite 303 9 45 -82 t2l 625 -5 57 | I 285 -7 97 2 Glcnrvood Springs. Colorado 81601 GARFIELD COU],{TY Building and Planning April 13, 1995 Steven J. Boat P.O.Box 1989 Glenwood Springs, CO 81602 RE: Riverbend by the River PUD Rezoning Request Dear Steve: Your application lor a PUD zone district and text amendments has been scheduled for a public hearing before the Garfield Board of County Commissioners on June 5th,1995, at 2:00 p.m. Themeeting will beheld in Suite 301, Garfield County Courthouse, 109 8th Street, Glenwood Springs, Colorado. It is suggested that you be in attendance at this meeting. In order to tulfill the public notice requirements for the hearing, copies of the enclosed public notice lorm need to be mailed by certihed return-receipt to all property owners adjacent to all properties inclucled in the application no less than l5 days prior to the hearing. The receipts from these mailings need to be presented at the time of the hearing or subrnitted to the Planning Department prior to the hearing. The public notice form must be published one time in a newspaper of general circulation, at least 30 days prior to the hearing with the proof of publication to be submitted to the Planning Department. The date of the mailing/publication and the hearing do not constitute days of notice. It is your responsibility to verily the accuracy and submit the legal notice for publication. I suggest you review the legal notice carelully to insure the accuracy of its contents. If you have further questions or concerns regarding the public hearing or public notice, please contact this office. Sincerely, 72'/aL/- Mark L. Bean, Director Building & Planning Department 109 8th Strect, Suite 303 9 4 5 -82 I 21 625 - 5 57 | I 2It 5 -7 97 2 Glcnrvood Sprirrgs. Colorado 8 I 60 I PUBLIC NOTICE TAKE NOTICE that RB HOMES INC has applied to the Board of County Commissioners, Garfield County, State of Colorado, to allow azofledistrict and text amendment to amend the Riverbend Planned Unit Development (PUD) in connection with the lollowing described property situated in the County of Garfield, State o[ Colorado; to-wit: Legal Description: See Exhibit A Practical Description: Located approximately two and one half (2.5) miles east of New Castle on County Road 335. Said PUD zone district and text amendments have been requested to create a new single family, two family and open space/parkland zone districts. It is proposed to subdivide the property into 1l single family lots and l-rve (5) two family lots. on the above described properties. All persons affected by the proposed PUD zone district and text amendments are invited to appear and state their views, protests or objections. [f you cannot appear personally at such meeting, then you are urged to state your views by letter particularly if you have objections to such PUD zone district ancl text amendments as the Board of County Commissioners will give consideration to the comments ofsurrounding property owners and others affected in deciding whether to grant or deny the request for a PUD zone district and text amendments. This application may be reviewed at the olfice of the Planning Department located at Garfield County Courthouse, 109 8th Street, Suite 303, Glenwood Springs, Colorado, between the hours of 8:00 a.m. and 5:00 p.m., Monday through Friday. That public hearing on the application for the above PUD zone district and text amendments has been set for the 5th day of June, 1995, at the hour of 2:00 p.m., at the Garheld County Courthouse, Suite 301, 109 8th Street, Glenwood Springs, Colorado. Planning Department Garfield County L1GAL DESCRIPT/ON A porgel of /ond situoted in the NE//aSWt/4 ond theNyt/4sq.t/a of section J4, Township i s6utn,- iorgu go htestof the sixth principol Meridion in thb county of Gofrie/d, stoteof Colorodo. Soid porcel lyinq northwesteriv of thenorlh.westerly righ! of woy Tini ror county 'nooa wo. JJ5 osconstructed ond in ploce ond eosterly o7 o fence osconstructed ond in ploce. Soid porce/ being -iruporticulorly described os follows; C^omryenging of o p-oint on the northwesterly right of woy of Qoun.ty Rood No. JJS from which the soutfr"oit corner of soidS_ection 34, o rock found in p/oce beors thence i. 62.02'56" E. JJsZ.Bs feet distont; thenci i;r;;; ioia r;qnt orwoy N. 24'09'J9" W. 744.41 feet o/ong soid finie; thence/goving soid fence N. 24'09'Jg" w. t /t.25 reii 7i' o pointin the Colorodo River; thence N. Z2.1J,OO, i.-'+Ab.J4 feetolg1g soid river; thence leoving soid river S. SO:ii;2n;-;.'7JO.2J feet to o point on soid right of *iy;-tlrinceS.5J'lO'O0" W. OSS.9t feet to tie point -ii Oe,jinning.Soid porce/ contoins l0.6l ocres, mor.e or less. ROCERI OELANry KENNEIH BALCOMA (OF COUNSEL} JOHN A. THULSON EOWARO MULHALL, JR, SCOTT B LCOM I L W'IENCE R. GREEN ROBER' M. NOON€ Dsre.rrr & B.r.r-ooua, P. C. . ATTORNEYS AT LAW ORAWEFI 79O Gr-rlgwooo SpnrNcs, Cor,on,roo arooe April 3, 1995 CJI6 COLORAOO AVENUg YELEPHONE 945.6546 TELECOPTER 945-9902 AREA.C.EIIIE-3O.T (New) Area Code 970II HOTHY . TH ULSON MARGARET O'OONNELL LORI J.M. SAYTERFIELD EOWARO B. OLSzEWSKI Don DeFord, CountY Attorney Garfield CountY 109 8th Street, Suite 300 Glenwood SPrings, Co 81601 Re:StevenJ.Boat/RiverbendbytheRiverSubdivision Dear Don: we have been retained by steve Boat (hereinafter "Boat" ) to assist him in seeking "oonl,'y "ppro"af foi the above-referenced development. To date, i--if"d"h plan outlining the proposed development has LL"n submittea jna is-presently before the Garfield County planning Comm.ission toi review-and comrient' A coPy of this sketch plan i"'pt-""ia"a nerewitn as Exhibit A for your reference and with r.gurd -to tn. "pe"ifi"" of the project (Iega1 description' number of lots etc. ), r *tiil-rather ttian -describe the same here, defer to said sketch Plan' During past discussions, County planning staff,. while noting the convoruteJlist-oiy "r a""Lr"p*.n-t in trre Rlverbend Area, raised several issuei-p.rtiining io-lnl 10.51 acres land encompassed by Boat's present ipplication, namelys l.WhethertitletotherealtyisvestedinBoat;and z. whether this land constitutes a legal parcel created in conformance with or some how - exehpted from the subdivision regulations' Encompassing the above and present-ing a larger issue, county planning "t"i-i--n'.s- -questions wtrlther Boat's present application ;;;;;aiy rral srandiig before rhe commission. with regard to the first issue, Boat,s title, r would refer you to the title insuran""-p"ii-V i-si.u,e.d by Steward Title on March 19, 1990 and aitached nerefitn is exUiUit B placing title in Mesa Structures, Inc. Mesa Structures, Inc. pursuint to Quit Claim Deed attached herewith as Exhibit c sotseqoentry- transferred said title to Riverbend Water and Sewer Company of wfricn Boat and his wife Don DeFord, CountY AttorneY April 3, 1995 Page 2 Dianearethesoleownersandofficers.Ihavealsoattached herewith as Exbibit D a tax n"ii"" evidenci!9 payqent-by RB Water and sewer company of all property taxes.on th6 iana. Accordingly' it is our opi#f'n a;;;[i;i;i;i.i "f title in Boat is as such a non-issue. with regard to the second issue outlined above, our research indicates that the subject 10.61 acre p"i-tf '"" first created in the Bargain "nJ S"i. beed -"tt""h.d tierewith as Exhibit E from Hamilton R. Duncan, Jy-. to B;;a;; predecessor in titte Cunningham Construction & Development compariy'. As yo9 will -l-ott' from a review thereof, the porpo".l"J-f5;- this-.sepaiate conveyance of land is not discernable -from td;'aled. With'regard. to. the possible subdivision of this land, t;; filnntls staff has in its files a map entitled ,,preliminary plap of th-e iiverUena Planned Unit Deve1opment,, through which'i.gB i.reJ of the 10'61 acre parcel was designatea ana--sei-asiae foi water treatment facilities' However' nothing within -in the pf"""Ing- St"tt. records or pubtic records evidence or o-[ir"t*ise inai.;G tn"t this preliminary plan was ever in fact accepted by the c"""1i-C"**:-""i"3trs or recoided' Further' of the three filed plars ;;;;il;"i_r,g trre service area served by the Riverbend Water and Sefer Co., .Lpecif i."1I1{, Riverbend Subdivision riling Nos. f anJ 2 and the RivLrbend Ranch Ranchettes Filing, none deliieate or otGrwise refer to the subject 10'61 acre parcet of r.na-.1----a."otaiirg-I;i- .i.- 5 oot opinion that in the absence of any approved suldiiisio" thal ine iO'61 acres of land constitute under the Subdi"isi-"n Regutatlons an i11egal parcel of land. wearehowever,unawareofanl.provisionwithinthe Subdivision Regulations o.'i"ning C"dt *t'1tn on the basis that this parcel is nof now p_r.r.nl-iy - -irt"p"tfi subdivided or exempted therefrom, would 1ega11y precfuai tne sriUmittal of Boat's Present application -ior "rLa-itliii"".- In the course of reviewing the planning staff,s files, I came across a Ietter dated l(ay 23' L994 from tlark L. Bean to steve-and Diane Boat attached herewith as Exhibit F which I interruptlA Js eviaencing Uark's and vour prior agreement wiifr-thi".on"Id;-ion. -r' tnis-ie-,i.iJ r.lould aaa tnat it approved, Aoli,s- appfication would cure-ti". prob]9m5 surrounding the Riverbend Waste Water Treatment faciliti6s which we feel are presenrly .' non-Lonforming^;;:.--'e99i1i"na11y by relocating the sewage tre.tmJnt-."ii" in- accordance with hi; application' Boat would be required to "pgiia" these faciliti;; to Colorado I As is inferred above, the sewage_treatment facilitieg two south Eevrage treatment lagoon systenrs, '""Ii"g-ttr6 niverbend Subdiviaion Filinq Nos ' 1 and 2, arepr"""rriiy-io"it"a in t1,T;;;'j;;ro.si-i"ie parcel, althoush r wourd nore, nor in .n" iXiiii"i""iJ}i;;';;lt,i-preriminaiv uap.'"jgl?I","" above' rhe present operation- J irri." i*rage ;;il;;-ii"iiitv it w5 believe. in conformance for our anaryBls eet torth above in ongoing violation of currsnt zonrng' Don D€Ford, County AttorneyApril 3, 1995 Page 3 Department of Health standards which are not currently being met. Given the great amount of apparent confusion surrounding_this matter, I felt tfrat it was appropriate at this time to set forth our analysis of the issues suiiounding Boat's present application. Although it is my hope that you will have no basis for disagreement, I would appreciate it if you could notify us of any omis;ions or errors whi-h you feel are contained herein. TAT/spa Encl.cc: Steve Boat w/encI. Mark Bean w/encl. Very truly yours, A. Thulson STA|E OF COLOT(ADO COTORADO DEPARTMENT OT HEALTH Dedicated to protectin7 and improving the health and environment of the people of Colorado Crand lunction Regional Office 222 S. 6th Street, Rm. 232 Crand lunction, CO 81501-2768 FAX: (303) 248-7198 February 15, 1995 Roy Romer Covernor Patricia A. NoIAN, MD, MPH Executive Director Stsve J. Boat RB Water & Sewer ComPanY P.O. Box 1989 Glenwood Springs, CO 81602-1989 RE: plans and Specifications Review for Rivsrbsnd Wastewater Treaunent Facility, Site Ap,plication No. 4134 issued May 23,1994, Garfield Cormty' Dear Mr. Boat: Thb is to inform you that the plans and speoifications for yotrr three cell aerated lagoon system wittl chlorine disinfection and disJharging to 0re Colorado River have beeir review by the Water Quality Control Division and no variances from the Colorado Departnent of Health Criteria Used in the Rsview of Wastewater Treatneirt Facilities were found. This rwiew is subject to the following conditions: l. A certification from the cngineer must be furnished prior to commcncement of opcrations saing rtut tre facihies were constnrcted as shown in the plans submined or a justification by the engineer andlor opcrating entity of any changes that were made. Z. This ft,view does not relicvt the mner from compliance with all crU and/or ootmty regulations prior to constnrction nor from responsibility for p,roper engine€ring; constnrction, and operation of the facility to insure discharge permit c<rmpliance. Pleae reain this letter for your p€rmanent records. 248-7L50. If you have any questions, please contact me at fu16""* West Slope Distict Technician Water Quality Control Division cc: vA,fark Bean, Garfield Cotrnty Sanitarian Dean Gordon, Schuesser Gordon Meyer Field Services, Denver Tom Bennet! Sr. Planner WQCD Richard H. Bowmaru P.E. West Slope Unit Lrader Water Quality Control Division @ Printrd ,,, ntr \'(lrtl Potl('t !ttat:.] ot att' 1\RfaFl _'(cr. : tr.)01730J ittrTE OF POLICY: Iareh ..\}IOUN.T OF I\SL:R.ANCE: S SCHE!L'LE 19, 1990 at 9:03 180,000.00 .DOLICY -\(.). : Ct-99J- -39115{3 r, \, t )i.\!lE CF f .r*SURED: }IES,\ STRT:CTTJRES, i\C. , .I T[} TFIE EST.\TE (.)R STRL'CTI.'R5S, :],.N., EOLORAD(.) CC}RPORATION TT:E L.\]ID WHICH TS COVERED BY THIS]. T!:I IST.\TE ?OLICY IS: lc'e S inr6,J. e TT1'T: \!?q] I]*TEREST I\ ,1 C()LOR.\D(.r TI{: .- \}:t', I S \'!ST!i.r COR !'OR.\'T I O\ TliE L.\\D REFERRED 1'O T\ THIS F,OI.ICY IS .IES{RIB:D .\S l.r'RCqL .\: :oTS 7, 2, 3, {, 6, 7.1\D g BLOCI.: 2 LOTS .1., 2, :,, (., 7, 8, -c) -\ND L0 3LOC5 3 .\}1E\DED RIIERBEND S'-BDIVISIC\ FILI.T-G NO, 2 ..\CCORDT\G TO TTIE !,'.1T RIC'-IRDED r\S RECqPTTO\ NO. 2997i0 1- Cr\ .1 i-,.r1'r.:r:J, ,.rf L;rn,:l s;lt uateC ir: part r-rf the :iEl /4SI{l ,{ crfid the\rti -ls:1 -1 ,:rl seci ir:rn 74 , Towrrship 5 south, Range g0 liest ofthe S:-':th P.rinr-'ipaJ. ]1e:iclian irr the counr-y r:,f Garf:elc,statr: <tf colc,r.rdr-r. Saic L',arceJ. Iyi.ng nor-thnest erlt c.f t.henortfrwesteril'right of way line for a county road ls consti-ueteclancl in p1a',-e and easterl1, and part of a fence as cons-Lr.peted andin f.,1ace. S".rirl iJcrrcel l-reing tilore Ircrrt icul,arl.v describecl .rsfollorts: Con:men.-'i nq a L t h': Sout heast rc>c'l< for:nC in ;-rlace;therrce S. 62 degrees 02'56" Corner of said Ser-.t ion 3{, .1 W. 3357.89 feet to a point on Corrt inued c)n nest page STE\T'ART TITLEoulllrrtt corr^rr tM 10.89) COUNTERS IG\.4TURE EXHIBIT B ',T:-\C:i:f) TO ,\:ii.r )i-lDE .q pART OF-':it',.'::i:':'::'L: (;["'--\RINTf CO-YP.\-\\'t,OLICf \(r. O-gr].11.-3c)q5;l SCI{EDL'LE A LEC.:\I DTSCRIF'TIO\ CONTI\T'ED:s,erc right c,f hray 1ine, saj.d point bein3.rlso in srrid fL.nr:.e,':he True Point of Beginning;therrce, leaving saic rrgh: of wa!- I ine r.. l{ clegrees 0g' 19" t\.7)),11 feet alorrg s"rid fr.nc'e, thence, leaving =uiA ferrr-.e \.ll deq;:'ees 09'39" I{. i73.lr; feet to.:r poi-nt in iire C,.rIor.lci.ft i '-a.. . trenr-'e \. 72 derlrees 53'00, E. JBg._a,.l feet;r1ong saiC:.i'.er.itirenc'e. le.rr-:.ng saic rirer s. 3G degrees 31'fsr" E. 730.33ieet io a pc,lnt cn sarC r-:,;ht of wai line; :l:=n!.,r, _.1Ic-rrrg sa:.cl right of rt'a)- lrne, S. 53 degr.ees i0'00" ti.eii.9L feet to the Trtre point of Beginning, Totether Withthe ircr-'ess and trt j-lrtv ease'ment,s irs more ipe"iiical i1- desc:ib,:d.r:rd set ftrrth in the ieed to cunlii-ngh.rm colrstr,.:<:.t iorr ..rpclre'.-eJ.c,;,Jxopt co. recorcierl !a1' 18, rgBrr irr 3,',r..k 1-;9 .it. !,.r!re :?:.-:s Recel:rt.ir-,n \c;. 30.1197. ( Co;r1- .=rtLaclred ) C''I'-\TY C)F G.\RSIELD ST.\TE CF COLOR.\DO 5,.I,RCEL B LOT 5 5LOCti ? L1)TS .I -\\D i BLOCF: 3 .\}IE\DED RI\TERBE\D STBDI\IISIO\-, FILI\G \O. 2.\ICCRDI\G TC TTIE PLAT RECORDED .\S RECEPTIO\).(t. 399710 CL)L-\.T\ 0F G.lRFIELD ST.\TE OF COLORADO STBIry'AR.T TITLEeu/rl.rttt coltrtr _-rrarrl eOl]part: \1 10-891 !,.)-?T ,_rl- CO.!I!,,1IY i.,OLIl)' \r.)., 1_1)aj: _..t g,gi.ll SCF]:NL'Lr 3 -l ' Eirsrl'11s111 and right 'rf yay f or elect l'ic t:ansr.,. ssion r i.es "1s .ir.;:rt-rrrf tc' :he- pubr ic sen'ice i"-n;;r-";; col,:rrarro i,r. c. r{.rr::{'h anc c ' c. pa rks i" g1,. i""i;i;;.;i reeciJ-e Febru;r11- : 3 ,ii:r.i"ru,ili,-r:::r:l ii:; !70 .; -R;;;;;i;" \o. ?370?G, arre,_r1ps ll. i..';hl' ,Lf :ri)- fc,i- :li-tehe.s or ean.ils conF-t:..rctec l,r-:. i::(,:-:.i1. o-f t l" ,..n:f *J iiates, .rs i;;"r.,,.eA .r.n L_rriiedl_:'ent rer_.orri"l^-Jpril i,-ig:3 in-e.r"L-)j at p,rqe 1i4I. ,-:t'iion \,-,. Sl.l1d. ii:i'.lSE1 ,i Ser;tj6p lj) - I . Reservat ron l" n F,iri en: :.er-,ortl.ed A1:rr J.il:"::..T:-:"trt:i,n r:o. Biri.l , sta**ed,rs !:t)-.,__E'. 1irr,:J, itorre\_er, to:he Lnrted St;ites:: .:rl f et.eC. Jn(j. tc) it -or- p(:.:sons c-luth,_,;. 1.:,:' speat f or, nt:.r)e anci aui,o.,u coal f r,rm 1_--ii.il-:nce rtrth the (.t.r6{al--,.,rn, i_tf "rncj sulr "j :i,:^.;|,"r Iar<_.h 3, teca (35 St.rt. 84{_ r,tl -)a t the States AS ?, 19,31 tn Bc,c,k 7 \ ,.rt ,:.,,::.t€I ,tr's: .]l I i'i,r..1.1 :n :he ..ilrr.jceC h}' lt, ..he rrr;ht tcrhr: s -f rne upc) n lerr: i.r ihe i:nrrr_itti,.rrrs). (sEi -lsEl .l I -l . !-a sement ".nC right c,f way f or ...at t -I e clrive "1s qrant ecl t cr:-:'::": DeIanel- i:1' cair'I.a: Rri.harasoi i!d rirnri.;; Richai.dsorr j.rr.:; ;:';:l$l:";"1:ir:1,;;::il;;";;: 1e66 i;-;;;; i7;.r, i'r,e --. I-1r-:.:';11,.n1 ;rni r-rght c,f tvaI, -fr-,r elr:r_.*--r.rcal t:.rnsrn.t_ssion 1i,.,,:..: .t-trni,:C to The !:,uol:.c S.:r-rlice t,ornf,ar,,- crf C., l.rra.io b1- Da11, I G.al : -',,.ii-d.sr-,. ancl Winr:.oJ^ c. nrch"rr-.lsc,n .. rr the rnst r:,_imentr'.:. .,..:.,-:ecl Aur;us^r .l B , 7972 , n ;;;;.;;; "r r,age 3_12 ds Rer-.sp;111r.r.\.,-,. lll93?, af f ecling propertl, :_n the Si1 ,rl of Ser_l166 l :1 .rndC:r'1 I - z:\- + .)f Sect:c:n l:. :a' Terrns'.cc'rrtditr.ns' ol'ligations.rnd.restrrcr.r.ons cl S r--.r-rnt,.r.inec/ :; ;;l;.,;;;,:,.;:::;l::,tia:;3;s,l;i:*"r :o;-i;;; 1n Bc,.,p. ;:!c '?' i'e=a.ict.I()ns ,irrrr easenrents as shorvn on the -Recc:cr plat ofiX;;*:: ;;:;;ii:i .::f';;;;l;:iri'e-i;. I recc,.d"i-.,*ou.u,nbo. 26, 1i'l . l'nCir.ided r:ne_half :nterest in "l_l- oil, grrs and othernr1n.--r'al :'i.ghts, .1s ."iuirua-lr:-rioyi'*.. Tutti;; i..r J. TutrIe,)tr-'i11,,.-4 rr_ritte ani n"r:i"^^. rit;i;.i, the Deed ro r,".1,1 Genepir,.h;::dsc,r: and rr,inif ,-;;.-a. ^Ri;h;;;=;;, reco:cied .seprernber 13,1955 r-n Br-rok 2s7 ".-p;;"-13i-;;-*IiIo.i", No. 1e1,01 , .lrrd anv-::',d rlI :ssigrrnrerrts therec,f t ot rnterests f;;.;r;. (S1 ,3 Section-'l t Corrtinued c,n nest page STETI'ART TITLEoultlr?, colD^rt .00M tG39) \Ti.\.C:{ET) TO .)\D }I.\DE : g,.\RT OSs?!l\'tRT ;rrLE GL:.qR.\\Tr coy9.\\y pof"rcy \o. : o-9911. -J99 j.ll :C.\T:-\:T'ATION OF SCHTDTLS B :c). r:rsement ctnd right of w.1]- f or publ ic ac,_.ess .i.s- statec.l :::J';:-.-'enir:rrt be-'rieen Darl-l Ricnai-Cson ancl the Ganre arrd -E,rsh '-'r-rsy111issLc)n dated ]lar. 15, 1963, rer-.orded Jurne 26, l-9i;l 1n 3c,oklli -rt lrr,-le lll d..-. iie-,:..irl 1,.,n \r.r. 3l1g6B. lll. .\11 oil, gas and rrther nrrner.als as reserr.eC bv Hamrl,ton R.Jl:rrean, J:'. in the deec t.o Cunningha* Constr".:i"n ".eDevelo6rment Co. recordeC ltay 2g, L9g() irr B,iok 3{9 at page !7? asR'-:cei.,f i,:rr Nc'. 30-1i97 antl an]' and al I assignnrenis thet.eof or:nterests the:-ei n. li. Terms, conciit:.ons a.i effecLs r.,f the St:;.r111..it:r:rn Ca.:e \r_,.f: Ii\.'J-'l 9. Rir-e:.1.-,,rrti l],)nreoh.rret-s :\ss,:rciati,-:rr f 'pl-:nl_ff ) ;rnCf.l-.:rrringham Cu'nstrucEicn & Der-ejopment Cr-r. (Crejendants) recorde,f.'-inua:'\r L?, i990 irr Bc-,ok 771 at page 46 ciS Rec.r.'ptron \6.-+,ii,o,ii. ll: -\n1'question, dispute or adverse claims as to any loss c)1..1ii-n c,f land as a resrrlt r-,f en!, ch.rnge in t-he river 6ea loc.et ionr)]- other than natural causes, o! .llLtratic,n thrc,ugh acereti,-rn,reiir-'tion, erosi,in (-.,:'a'.-uLsi-crn of the center thread, barrk, '-'hannel or f low of waters i.n the cr.rloracrc, River ir:ing rr ithin'.:blect lencli- atrd ;rr)' cluesi-ton as to the loeetion of such cenler'ir:'c,e''f , l-'ed, ban]": or channer rs .1 reg.r-i. cescrlptic)rI mohLlmr:nt ctrr: ::',;,::' f or frur-F,rseS o j ,leSci.it,:-ng ol. Iocet j ng -sub jeet l.rrrcis. l. i,li,;ht of. ricl): for- :he i-:ninterruprf 3{ flori ,_rf. lhe Colrtr;rclo -!':l'. rit**i*ttltl*ttt***t**t*tt*tt*ti***rrtt**ttrt*ti**tt*tt*rtil**t** f*.-,d of T:'ust f r-om )1esa St rur-.:Llres, Inc. A Colo:adc-r Corpr-.rret ion:e the Plrblic Trustee of Garrield county., f.or the use ,-rf cenl'.rj: enk (-i.Le;irir:,.,d Spr.ings, -\ac ion;rl As=o.r_.iio. to .".ri"s5c,000.00, d.rted )rarch f , 1990, reccrclecr rareh :_q, irgo rn Br-rc,k771 at !,age 715 asj Rece;,iir;n \o. 110704. STE\I'ART TITLEolrlt^rtr colF^rr i00M 10.39) P(r: 'l ltls l)F:!:D, [trd. rtrrr 2)rd rtrl of AgrlL . te 90. hcrsrca I'lcsa St:rrcLur€ar Inc., I Colozaao cgrpgratlorr, vhose addtees ls 00d+ Plnon Run; Ntx Ceetlc, Colorado 81647 lpfT'd'lggo Slato Doc; feo I8c. rf it li il il i rl i ol rh( 'Crrur[y of Grrt'1t].rt Colrlrdo Frrnr,rr(\)..,rd t{A HATUX a SEI,ER Col{PAltT, Colorado corpo!at1.on r,xj Slela Ol a t.h.rc tcrrr Jddrc(r rr 0051r Plnon Runi Nrt{ Crstlc, Colo,ado8t(*? rrf rlrr ('({r^lr .r[ CIBPI8I,,D rrd Stttc af (61,*r&r. tnnlr.(r), wl l Nl..5SEIIl. Thil thr !r.nrri(rl. lor rnd rn c.rarr&rattrn ef ll( wlr.rf TfN uou-ARs llrrrctf{lnd\uflrrr(ltcyrliwhrchirlrrrh)r\rr-lcrt3cd.hr8 Bmi.rc0.,ll(rlro.fold.cgnwy.dtndQUfTCL IMED,utdby thc< ;rcvntr dr, rcrilts(. rlc$a. .tll. Cr,niry UrC QUt t ILAIM un(o lhc grrdcclrl hcllt. rucgarton rd utllor. ,orc\rf..ll tlr rr8ht. ltllc, inlctltl, cla|,n ud dcnrln6 vhri ux tmtartt) hta ln aor, ro rrE c.l prqErrr, tulGltB rlllt imprr*sttCntl, if ra1, rirurtc. llinf &d lrlnt ln Urc Cnlnrrtb. 6cr nlEd er hrlhn r; .ttachad as ExhlblL "A" Cqmry of Grrflc)-d .ad Shra u, .ti?o. I I tho l1ag,11 l'\ \tfcl .lJ rlrrrrt,lr rt' TO llA\,E A\lr'l() il(t: lr tl,r \:r,,K. hrfrllxr q.rth tll rnd rragull tlc rrl[rlc6aDG!! rul prvilclrr llErcuDto bclon3inj or rn tayri* tlrrcUnta rplrilr{t,r!. rn.l rll th.. r3t.l6. ,rf ir. tirtc. DE6r m, t lat,[ .lrrr(r.r. o, t'ha trantq(r! flrhc, i. lE c cieitr. to thc oab'P,otrct urr h$ril rrxl lr'lArl [l lhe frrarsc(tl.harrs rnd trtitnr IcE, lN WITNtrSS \r'tll.Rl':()f. I hc !rrntrrrrt trr f\sist(J lh$ dtfi, !u rh. drr. st (uUr.trE .. r \r | (r[ ( (rl.()R^lxr- ( rnrur ul GARftEl,D l" I i ..r.{',.,,.trr,.r..,,r.,,r r. 1.,,.*;..t.r!,k1,., r,'rthr\ rJ-a./ drr.if Af-J i'. t fc:L'Jo d dr^tt l- llir(lr tu, hend end offrcrrl lcrl O. --t 4 !,.o2xer * r,t .,f.rrfr\\frur r'\lrt(\, . ) /. I 2- EXHIBIT C .-. r -laj:. L..-'. ., : !.,.- - r:.r...,u-9, lnc., as graritor arr -,,33( 73 fff?13 , at:r & gcrc:' ()unlrur.. aS crarlteo, datrd Aqt1l 23, l99O t All wsler and walct nghts. wcll and well ri3htr ownod by Grutor in utd ao;accnt ro rhc Rivcrbend Subdivision, includin3 thoscrppurtnut to lrts 1,2,3.4,5, 6, 7 urd E, Block.2, and [.ots t, 2, 3,4,5,6,7, E,9 Urd 10, Blocl3, Riverbcnd Subdivision, FiUng No. 2, er R*cption No. 299710, includin3, without limitetion, Orc right to rulcc sr annud consumptivc usc of not motE thlrt twcory- livc (25) tcrc fccl of wilcr pcr ycar rprcscntiDt 2514,{.0 of $c rmounl of watcr tributrry to thc Colorado Rivcr which wrr foutttt by Di:trict Courl, \Yrtcr Dvirion No. 5, io have bccn consumpdvcly urod in thc crcrcisc of thc watcr riShlr dccrccd to VULCAN DITCH, Crnyon Crcck, wi& dr (6) c,f.s. thcrcof hrving bccn consumcd in the cxcrcir of Orc \ruLCA]'I DITCH RIGIIT wi0 datc of appropriaUon of April l, t907, Prioriry No. 175, in prcvious Wrtcr Disuict No. 39, utd four (4) c.1's' thcrcof hrvinS bccn conrumcd in Orc crcrcisc of Ore u.arcr righr dccrccd ro hc Fint Enlargemant of thc \n LCAN DffCH with datc of approprirtion of Octfu 8, l9{2, in Orc Priority of 242 in prcviors Wrtcr District No. 39; as similarly dcscribcd ar followr: Vulcan Ditch, Basin Rank No. t1?3 in Oclobc, 10, 1973, RsYitcd Priority Ust for Water Divislon 5, Prloriry No. 175, Ditch No. 106ln Dirtrlct No. 39' for 6.0 c.f.s., appropriation datc April l, 1907, rdjrrdicrtcd by DGcIEc of 0rc Dissic Coun in anrl for Garficld County, cntard S?tEmtcr 14, 1908. vulcan Ditch Firn Enlargcment, Basin Rant No. 37129 in Odobc[ 10, 1973, Rcvird Prioriry List for watcr Division 5, Priorlty No,247, lcuu $tO_Xg. to0 in District No. 39, for 4.0 c.f,s., approprirtion datc oclobcs E,1942, djudicas 6y O*r* of ttrc pisuict Court in anO ior Oarfietd County, cntcrcd ScPLtnbcr 5' t952. AND takinS such watcr from one or mone of thc following wclls: Riverbcnd Well No. t: At r point whcocc thc Southwest Corncr of Scction 35' Township -5 sotth, ttrnge 9O Wcst of t,l€ 6tb P.M. bcars south 02'30' west 2,680 foct. Rivcrbcnd well No. 2: At r point wharcc tbc sou0rwcst c{rrnef of scctiott 35, Township 5 south, RurSc 99 wcs of oc 6li P.M., bcars south 10'30' wcst 2,600 fect. R'ivcrbcodWellNo.3:AtapointwhencctlrcsorrthwcslCorncrofScct|on35, Torr,nshirr 5 Sourh. }tangc 90 wcst of the 6th P.M., bear' South IE.00. Wcst 2,610 fcct. Riverbcnd wcll No. 4: Al a lnint whcncc thc Southwest corner of Soctiol 35' Township 5 South, Rurge 51.0 lvcst of urc 6th P.M., bcars South 26.00.Wcst 2,590 fcct. Rivcrbcrrd well No. 5: Ar a ;oint whcncc the Southwest comcr of section 35, Tomship 5 sOUth, fun3c 9O Wcst of the 6rh P.M., bears South 34'30' Wcst 2.675 tc*l. r, r'ii .rll rlf aflPttrlCnanCGS. AND .6? c,f.o. oondltlomlly decrcod to Rtvorbcnd thll llos. t, 2, )t 4, rnd J orlglnally dsc!^e.d July 2J1 197tr, cur llo. \_ZlZ1, AI'[D y7.5 Lcfr-fr.t c€trdltloml}y drcrod to ttivrrbnd Efflucnt Ponrl 9fl61rn1).y dccrvnd July 2), ltl+r Lrc l|o. I-2126. :.Jr,Lir)uL.u (''.: :.r.''"ri(Cl l'iesi: -t, ....1.r:gr 1nc., :tS gfantgf an6--r1 C36p3311., a! 6ror.r:c, NND gate z o{ 2 B00x ffv rnt?44 :.'. : .-.;.tv. a r :.'. i:.-...';:iir; Irr ' i'- :. -.:l' l(' :, '..:, s ; !, ,'r p.:rcci oi lznrl rrru.ttcd rn narr of thc NEXSWX and the NW'lSEX of Scction .1:, To'.\'nshrr 5 S()r,lh. RanSe 90 Wcst of tlrc srxth Pnncipa.l Mcndiur in thc (;ount)' o, Garficld. S:rtc of Colorado. Said parccl lying northwcttqly of thc northu'eslcrl\ nphr ol r';,r' lrnc for a counll,road at constructcd urd in placc and (;:ilcrlt and pan oi a fcrr.-c ar c(\nstruclcd and in place. Said parccl bcing morC p;rtictrlarlv dcrcrrhr:d A. l<'iiorr s' (<rrnmcncrnp al thc Soirrlrc;rr'(1';'6q; of vrrd Scction J4. a roc[ found rn plrcc; ilrcnce N. 6l'0:'56' \\' .13.{7.EU fec: to a fnlnt On sri<l right of $a\ hne, setd p:rinl bcinE i,l1,i' 1'. q,4 fence, ths Tru: I\rrnt of Rrginnrngi lltcncc. ]eaving sa:d irshl of ua\ itrrt N j4'01'.'19' S', 7d.l ..1 I fcct along gid fencc: tlrsncC. lCavin3 '..,rri fencr N :r'01'Jo' \\' l;.1.1i f;c: r(':' f\:)ln: lr, lhe Coloradrr Rivcr: thCnCCli 71 "-53'(|:'' J. jF9.3r fcc: al ,;r! \..,r i-r\ c:. tI,rnic. lu\.ing sid rivcr S.ir.2l'29' E -i.: ll frct tc a p;)lni (l; \1,(: :,1_31 r.: \\a) llne; thcncc, alon3 nid ;.-iiti oI \^'a\ ir,t.. S. .53"10'0(l' \'. O:5.o1 fce.t lrr tir( Truc Poinl of Ecginning. r ()l,l'J I ILR \"'IfH thc acccss and ulililr ra.ioncnrs as n)ore spccifically dcrribcd ' . .'-: ;''-:I r': i,'r: <ircd lo Cunninghanr Cpnstnr;tion and Dcvdopmcnl Co.. ij" i1 !1v.r); .(!9 al Page 172 as Rcrcption No.30{197 .':,'rrs rJrc titlc to same suh.iect to gcncral propcrty hxag of r'.. :l;r:ion5; right of the proprietor gf vcln ot lodc lo gxtncl ,c ,,;; :iti'i)e trc found lo panelrale or lnlcrsccl thc prcmiscs i (. ::i-i l?il'ni rcao'dt'rj l.la.t 20. lir9:. ir: i';roli I? al Page .t '': : :. S\\ t,.. \" :SE'2.. Sl,;lttrl .1{J: :i}lri ,'f l:,i Prop;t6161 o1 , . , ;. ,r('\(' 1il1 t';i' ilrl;rii(rn.. Sh('r:iC tirS grii-r'J h: (',,nd tt: l)ftl(lfale Ol .:..,.\.:.',; i.1. e',r..,..rrJrn(tnilCCS:Alt:SJ'air..ni rr'.f'tlCdApfil 5. 1y23, i AX t tArr I AArX[L!]iLt illu I , sunEliuLE rrv,_ :!':,t4 RE I^IATER LILT oL70:e6 i(. 5EI^JER C:I]IMPANY IND FIALF TAX:$ZE t:. .'.t t RETURN WITH SECOND HALF PAYMENT BY JUNE 1 5TH. NO SECONO HALF NOTICE WILL BE SENT. . - JNCLUOEAOOBESS CHAUGEJYIIBfAYMENI-. -. I :r-t -5-':11-l I Fl Tl-1E t'lE:jl^l r lll,: tJ54'l F'G lil.,: (j i I. F'G Ert,: (:t77: F'G Eli.,: r-r f 77 F'i; -i!1- l-' f. ;, Nt^t58. {-i 17Iir7 i'-t r:r7::tI :-j / +i 1(:!"*'1i:i pg1^1 (.rlruRTHr:ru5E --1. : i)(j F1 r:rrrrJEv tl-r t-':ruEh Fr- i'Ja .154 REFLECTS A IEMPOFIAFY PROPERTY TAX CNEDIT OR TEMPOTAFIY lr'riiie'vifirti-ienii:'iorq Funsurr'rr ro c R S 3e'1 1'-! s FoF ;iiE;iipoei oF E;iEcrrtc I neruNo rN AccotoANcE wr:F siEir5iiib? anirclE x or rxe sutE coNsrirurroN 1.:-/':/4 TAXES pAyABLE lN f i':jij .154 1 .6(]8 1 .410 4 .679.aC)/. .:3?O 3i,, . E''::? 1(:r . EIE|E :=t,.'?'?7 . ()(l(l . oo().0()(l . ooo . ooo . OO(l . (lo() . ()(10 . (:x)(l f .i(lLl 1.-+1(l4.67? ..394.3: () 39.6,8? 1() . EE-:S':! f}L-r7 '1 ' 11..:' L . ,:;: z'aT,t',-7 C' ,:. A mlll lS 001 of one dollar. ToTAL TAx LE_VY I total,va|uatlo.n! i ].q99 :]AI Dqq (..) . |:|.27 rN TcE ABSENCE oF srArE LEGISLAIVE Furuorr.ic ioua S6ijooiceNeCn[]uxo.e" woYL=D=llYI=BEE* , -^ TTL L.EVY i 7 ':' " DESCRIPTION TAX DUE JrrtE r oF oue APRIL 3OTH ,Ll:,t:t. :.' L Pf,ESOFTEO RRST CLASS I'AIL U.S. POSTAGE GLETN'VOOD SPRINGS coLoRADO 81602 PERlrtr l,lo.32 r;:'ERTY VS.Li ,tr.EFTY T4 X rAX DIJE ii.. .':.i I ftac,.:ti- //% 4r. l" I GEORGIA CHAMBERLAIN GARFIELD COUNTY TREASURER P.O. BOX 1069 GLENWOOO, SPRINGS, CO 81602'1069 (3O3) 9115-6382 - - ::i NEt\l'r- lNSOqMATION 1.,r oEVEBSE Oc NoTICE TAX NOTICE (J17(lEi, i1i:3 ::r4:l-oq.CI69 ne^I^IATEN &-.EWER COF1PANY F r-J Er:tX L--tBqblriltrn,:n' EF'nrruas co 816tr2- teee EXHIBIT D STATEOFCOLOIUDO COTORADO DEPARTMENT OF HFALTH Dedicated to protecting and improvingthe health and environment of the people of Colorado 4300 Cherry Creek Dr. S. Laboratory Building Denver, Coiorado 80222-1530 42'10 E. 1 lth Avenue Phone (303) 692-2000 Denver, Colorado 80220-3716 (303) 691-4700 May 23, 1994 Roy Romer Covemor Patricia A. Nolan, MD, MPH Executive Director RB Water & Sewer Company ATTN: Steven J. Boat Box 1989 Glenwood Springs, CO 81602 Re: Site Application #4134 Garfield County Dear Mr. Boat: The Water Quality Control Division has reviewed and evaluated your site application and supporting documentation for a domestic wastewater treatment works to be located in the SW 1/4 of the SW 1/a ot Section 34, T5S, R9OW to serue Riverbend Subdivision and to discharge to the Colorado River. Prior to the operation of the facility, a discharge permit will be required which will specify the final conditions and limitations of the operations of the facility. Enclosed is an application for the permit. We find your application to be in conformance with the Water Quality Control Commission's "Regulations for Site Applications for Domestic Wastewater Treatment Works". Therefore, the site application is approved with the following conditions listed below. 1. Based upon application information, the system design will be for: Average Daily Flow Capacity - 19,950 gpd Organic Loading Capacity - 33 lbs. BODu/day Treatment Processes to be used - Lined 3 cell aerated lagoon with chlorination 2. Preliminary Effluent Parameter Values: BOD' - 3ola5 mg/l SusPended Solids - 75/110 mg/l Chlorine Residual - 0.5 mg/l Fecal Coliform - 6,000/12,000 organisms/100 ml. Design for values in excess of those contained in conditions 1 and 2 above or failure to comply with any other conditions contained herein will render this approval void and another site application will have to be processed. 3. This site approval will expire one year from the date of this letter if the construction of the project has not commenced by that date. lf expiration occurs, you must apply for a new site approval. Construction is defined as entering into a contract for the erection or physical placement of materials, equipment, piping, earthwork, or building which are to be a part of a domestic wastewater treatment works. 4. The design (construction plans and specifications) for the treatment works must be approved by the Division prior to commencement of construction and all construction change orders initiating variances from the approved plans and specifications must be Page Two May 23, 1994 RB Water & Sewer Company approved by the Division. 5. The applicant's registered engineer must furnish a statement prior to the commencement of operation stating that the facilities were constructed in conformance with approved plans, specifications, and change orders. 6. At such time as service by a regional wastewater treatment facility becomes available to this property, use of this system shall be discontinued and connection made to the regional system. ln accordance with Colorado Water Quality Control Commission regulations, this approval is subject to appeal as stated under Section 2.2.5 (Z) of "Regulations for Site Applications for Domestic Wastewater Treatment Works". This approval does not relieve the owner from compliance with all county regulations prior to construction nor from responsibility for proper engineering, construction, and operation of the facility. Sincerely, Water Quality Control Division J DH :tlb:cm/Siteapp.5-71,72 cc: Schmueser Gordon Meyer, lnc. - Attn: Dean W. Gordon Garfield County Board of Commissioners Garfield County Health DePtment Thomas Bennett, Sr. Planner, WQCD Dwain Watson, District Technician,WQCD - Grand Junction Dave Akers, Permits & Enforcement, WQCD Sharon Ferdinandsen, Operator Certification, WQCD David rll uf the fullt.u'itrg dcre rtbed lrrt I or prrcyl 3 ut lrod. riturle, lrtnf rnd b.ln3 ia tht. '--uutrty "f Ctaffield uil(l Slutr ul (.'olorrrlu, t<, *it: or m&r Parel 1, DtrlblE a. ftr Frtff of UE t.rit parE ryao RccorrJcd rt .-.-- llrx!plren l\o.. Etrclcgnent 6. t dorldr.tionor3rnirsd rnd %.errrtinl trlt,ltt an,l by ttrt,rluf ltre lar.of tlreStrreof (FlOIxf" .": ofthcrecorrrl t,rrt:uhurtlegni irdrlr"r"r. 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