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Home My WebLink AboutOWTS Design & Subsurface InvestigationRËCE,YED FEB z s IoIz ."o1ni,',f ,1,?,îp##.t-î1 29 Crurus LnruE CARBoNDALE, CO A1623 970.309.5259 cARLA.osreeRc@crvnt L. coM srrl>,t' ¡(- ('()Nsrt rt.'t'r ¡\(; January 1,2022 Pro¡ect No. C1682 Benjamin and Erica Coon c/o Brad Jordan bradiordanarchitecture@omail.com Subsurface lnvestigation and Onsite Wastewater Treatment System Design 4-Bedroom Residence + 1 Future Bedroom Lot 3, Rapids on the Colorado Garfield County, Colorado Benjamin and Erica, CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 2.329-acre property is located outside of New Castle, in an area where OWTSs are necessary. Legal Description: Section:4 Township: 6 Range: 91 Subdivision: RAPIDS ON THE COLORADO Lot: 3 Parcel lD: 2181-043-07-003 SITE CONDITIONS The property is currently undeveloped. A 4-bedroom residence and detached garage/workshop with plumbing are proposed. A future bedroom is contemplated. The property will be served potable water from a community water system. The water line will enter the property from the east. The water line will not come within 25-feet of any OWTS component. The Colorado River is located approximately 128' to the northwest of the proposed STA. The proposed soil treatment area (STA) location has an approximate 2% slope to the northwest. The proposed area vegetated with native grasses. There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. SUBSURFACE The subsurface was investigated on November 15,2021by observing three soil profile test pit excavations (Test Pits) that were excavated prior to our arrival at the property. A visual and tactile soil analysis was completed by Carla Ostberg.r The materials encountered in Test Pit #l consisted of light brown loam to 4.O-feet, underlain by light brown loam with increasing cobbles to a maximum depth explored of 8.O-feet. No bedrock or groundwaterwas I Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 encountered. Test Pit #1 was excavated the area of the proposed residence The materials encountered in Test Pit #2 consisted of light brown loam to 6.0-feet, underlain by light brown loam with increasing cobbles to a maximum depth explored of 8.0-feet. No bedrock or groundwaterwas encountered. The materials encountered in Test Pit #3 consisted of light brown loam to 6.0-feet, underlain by light brown loam with increasing cobbles to a maximum depth explored of 8.O-feet. No bedrock or groundwaterwas encountered. Test Pits #2 and #3 were excavated in the area of the proposed STA. With increasing cobbles beginning at approximately 6-feet below grade, the proposed infiltrative area will remain shallow, with installation at approximately 2-feet below grade. A sample of the soils was taken from Test Pil#2 at 3-feet below grade. The soil structure grade was moderate. The soilformed a ball and a ribbon approximately f -inch in length before breaking. Soil structure shape was blocky and consistence was friable to firm. Soil texture was both gritty and smooth. STA sizing is based on Soil Type 2, Loam with moderate structure grade. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS in accordance Garfield Gounty On-Site Wastewater Treatment System Regulations. View of lot Test Pit #1, cobbles begin at 4' Backfill Test Pit #1 Page 3 Test Pit #2, cobbles begin at 2' View of Test Pits and Backfill Test Pit #3 Page 4 Test Pit #3 View of property Backfill Looking toward the Colorado River Sieved sample Ribbon approximately 1-inch in length Page 5 DESIGN SPECIFICATIONS Desiqn Calculations: nverageOesignFlow=T5GPDx2people/bedroomx3Bedrooms+75GPD(4thBedroom)=525GPD+ future bedroom 150 GPD = 675 GPD LTAR = 0.6 GPD/SF 675 GPD / 0.6 GPD/SF x 1.0 (pressure dosed beds) x 0.7 (chambers) - 788 SF The new OWTS design is based on 4-bedrooms and possible future bedroom. An average daily wastewater flow of 675 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as Finished Floor of the Main House 100' (5503.5'). The Finished Floor elevation of the Garage/ Workshop with plumbing is 99'. CBO lnc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. *Elevations are based upon standard OWTS installation practices Component elevations may change during installation due to site conditions. The 4-inch diameter SDR-35 sewer lines exiting the residence and garage must have double-sweep clean outs and a minimum 2o/o grade to the septic tank. The sewer line from the garage should tie into the sewer line from the main house with a wye fitting prior to entering the septic tank. The system installation will include a 2000-gallon, two-compartment concrete septic tank with an Orenco@ Biotube Pump Vault and an Orenco@ PF3005 pump in the second compartment of the septic tank. The floats should be set to dose approximately 80 gallons each pump cycle, allowing approximately 2 gallons of drain back after each pump cycle. A pump curve is enclosed. The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. Pum Table A 1.S-inch diameter Schedule 40 pump line must be installed from the pump to an Orenco@ automatic distributing valve (ADV), model 6402. This pump line must have a minimum 1To grade for proper drain back into the tank after each pump cycle. The ADV must be placed a high point in the system in an insulated riser with access from grade. Screened rock must be placed below the ADV to support the ADV and to assure the clear pipes existing the ADV remain visible for future inspection and maintenance. OWTS Component Minimum Elevation Primary Tank lnlet lnvert Approximate horizontal distance 55' / min. 2o/o'fall I min. 13.75" fall Automatic Distributing Valve Approximate horizontal distance 15'l min. 1% rise for drain back / min. 1.875" rise lnfiltrative Surface Approximate horizontal distance to furthest bed 16' / min. 1%fall / min. 2" fall Dose Range Max = 171 gal. (675 GPD x25o/o + 2 qallons drain back) Min. 62 gal. (15 gal x 4) + Z gal drain back Dose Setting 80 gallons/dose 2 gallons drain back (15' I 1.5" diameter pump line) Float Separation 2000 gallon 2-compartmet Valley Precast concrete septic tank 6" on/off float separation Pump Criteria 31.4 gallons per minute (GPM)22.8 feettotal dynamic head (TDH) Page 6 Effluent will be pressure dosed through 1.5-inch diameter pipes to two beds, each with 2 rows o'l 17 'Quick 4' Standard Plus Low Profile lnfiltrator@ chambers, for a total of 68 chambers and 816 square feet of infiltrative area. There must be at least 6-feet of undisturbed soil between each bed. Effluent will be pressure dosed to 1.5-inch diameter laterals, which must be hung with zip ties from the underside of the chambers. Laterals will have 5/32-inch diameter orifices facing up, with the exception of the first and last holes facing down for drainage. Orenco@ Orifice Shields may be placed under each downward-facing orifice. The orifices must be placed 3-feet on center. Each lateral must end in a 90 degree ell facing up with a ball valve for flushing. Valves may be placed in a valve box, accessible from grade, for access. lnspection ports must be placed at the beginning and end of each trench. Ports may be cut to grade and covered with a valve box for access. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. GBO Inc. must approve alternative components prior to installation of the OWTS. Requests must be submitted, in writing, to our office for approval prior to installation. Component technical data sheets are available upon request. Construction must be according to Garfield County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. INSTALLATION CONTRACTOR CBO lnc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO lnc. must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. CBO lnc. should be notified 48 hours in advance to observe the installation. COMPONENT MANUFACTURER MODEL NO.COMMENTS Septic Tank Valley Precast tem # 2000T-2CP-HH 2-compartment concrete ieptic tank with high read oumo Pump Orenco@ PF300511%HP 120 Volt Biotube ProPak Pump Packaoe Orenco(Ð tsPP30Dt)/ault, Filter, Control Panel ldemand dose) Tank Risers and Lids Orenco@ )ouble-walled PVC Risers and -ids (24" diameter) ADV Orenco@ v64024 ,l.5" lnlet and Outlets ADV R¡ser ancl Lid Orenco@ fouble-walled PVC Risers and Lids (30" diameter) orllice shlelds Orenco@ os150 1.5 inch diameter (84 total) Flushing Assembly Orenco@ 1.5" diameter (2) 45" or 90" long sweep only (4 total) Chambers lnfiltratorG)ôB 'Quick 4' Low Profile chambers PageT ln an effort to improve the accuracy of the record drawing, we request that the installer prov¡de a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. lf an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. lf the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES lf design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high- water conditions and shall be connected to a control breaker separate from the high-water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in the excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. Page 8 LIMITS: The design is based on information submitted. lf soil conditions encountered are different from conditions described in report, CBO lnc. should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions Sincerely, CBO lnc Reviewed By: (ø.nb ügtø'<'^,g Carla Ostberg, MPH, REHS Romeo A. Baylosis, PE 38823 i 1-27-2022 : À a l, Pump Selection for a Pressurized System - Single Family Residence Project Coon Residence Parameters 300D¡scharge Assembly Size Transport Length Before Valve Transport Pipe Class Transport Line Size D¡stributing Valve Model Transport Length After Valve Transport P¡pe Class Transport Pipe Size Max Elevation L¡ft Manifold Length Manifold Pipe Class Manifold P¡pe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lâteral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Mêter 'Add-on' Friction Losses Calculations 1.25 15 40 L50 6402 a 40 1.50 2 3 40 1.50 4 68 40 1.50 5/32 J 5 None 0 inches feet inches feet inches feet feet inches fêet inches inches feet feet inches feet a 0,olr¡o d(!ot .9 E(! tr o tú Ê 250 200 150 100 50 0 PumpData Minimum Flow Rate per Orifice Number of Orifìces per Zone Total Flow Rate perZone Number of Laterals per Zone % Flow Differential lsVlast Orifice Transport Velocity Before Valve Transport Velocity After Valve Frictional Head Losses 0.68 46 31.4 2 3.5 4.9 4.9 gpm gpm Yo fps fps 0 feet feet feet feet feei feet feet feet gals gals gals gals gals gals Loss through Discharge Loss in Transport Before Valve Loss through Valve Loss in Transport âfter Vâlve Loss in Manifold Loss ¡n Latêrals Loss through Flowmeter 'Add-on' Friction Losses Pipe Volumes 6.9 0.9 7.4 0.2 0.0 0.4 0.0 0.0 5 '10 15 20 25 Net Discharge (gpm) 30 35 40 Vol of Transport Line Before Valve Vol of Transport Line After Valve Vol of Man¡fold Vol of Laterals per Zone Total Vol Before Valve Total VolAfter Valve 1.6 0.3 0.3 14.4 1.6 15.0 PF3005 High Head Effluent Pump 30 GPM, 1/2HP 1151230V 1Ø 60H2,200Y 3Ø 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 1Ø 60Hz,2001460V 3Ø 60Hz PF3010 High Head Effluent Pump 30 GPM, IHP 230V 1Ø 60H2, 200/460V 3Ø 60Hz PF3015 High Head Effluent Pump 30 GPM, 1.1I2HP 23OV 1Ø 60H2,2O0/23O1460V 3Ø 60Hz uirements gpm feet SYSTEMSE System Curve: - Pump Curve: * Pump Opt¡mal Range:- Operating Po¡nt: O o Design Point: 31.4 22.8 NtSCALE: 1 = 50'=0"DRAWINGS MUST BE USED INCONJUNCTION WITH DESIGNLETÏER DATED O1 IOl 12022THE LOCATION OF PROPOSED IMPROVEMENTS SHOWN ARENOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONSARE APPROXIMATE. IT IS THE HOMEOWNERS' DUTY TOENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONSARE ACCURATE. PROPERTY LINES AND SETBACK DISTANCESSHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALEDFOR PRINTING ON 11" X I7' PAPER,$GARAGEWORKSHOP.trot 2trot 2ILINEIIIRESIDENCE.,ÒCBO lnc.129 Cains LaneCarbondale, Colorado 8 1623Phone 970.309.5259carla.ostberg@gma¡l.comw2.0(¡.s{È^.}0ctlb.RhtSTATP3SEPTICTANK2TP1SqCoon ResidenceLot 3, Rapids on the ColoradoGarfield County, ColoradoProject Number: C1682Dale: O1lO1l2O22Drawnby: DDby: CBOby: RBDesignedReviewedw1 .0Sheet 1 0F 4 CBO lnc.129 Cains LaneCarbondale, Colorado 81623Phone 970.309.5259carlâ.ostberg@gmail.mmTWO (2) LOW PROFILE CHAMBER BEDS ÇONNECTED WITH A LEVEL MANIFOLD.EACH BED HAS 2 ROWS OF 17 'QUICK 4' CHAMBERS FOR A TOTAL OF 68 CHAMBERSAND 816 SQUARE FEET.1.5" DIA SCH4O SUSPENDED LATERALS WITH 5/32' DIA ORIFICES, 3' O.C FACING UP.FIRSTAND LAST ORIFICES FACING DOWN FOR DRAINAGE COVERED WITH AN ORIFICESHIELD.2OOO-GALLON z-COMPARTMENT SEPTIC TANK WITH ANORENCO PUMP PACKAGE IN THE SECOND COMPARTMENT,RISERS AND LIDS TO GRADE/|MANIFOLD1.5' DIA SCH-40 PVC DISTRIBUTION LINE TO EACH BED(MIN 1% DRAIN BACK TO TANK)1.5' DIA SCH4O PUMP LINE.ADV MODEL 6402 AT HIGH POINTACCESSIBLE AÏ GRADEII1.5" DIA SCH-40 LEVEL.,íGARAGE /WORKSHOPFF 99'(5502.s')TP36'TP2-+4-BEDROOMRESIDËNCEFF 100'(5503.5)Goon ResidenceLot 3, Rapids on the coloradoGarf¡eld County, ColoradoProjectNumber: C1682TP1Date: 0110112022by: CBOby: RBDDDesignedReviewedDrawn by:50IFLUSHING VALVE ATEND OF EACH LATERALINSPECTION PORT ATCORNER OF EACH BEDLINEÒt03SA(4' DIA SDR-35 SEWER PIPE WITH CLEANOUTMIN 2OlO FALL TO TANK. SEWER LINES CONNECTEDWITH WYE FITTING BEFORE ENTERING SEPTIC TANKDRIVEWAY2.01w2.0-\Nr :lïr'ir'.tdd4dr,$dijt ISCALE:1" = 20'{"/^PROPOSED OWTS\vSheet 2 0F 4 1.5'DIA. SCH-40 PUITP LINE FROM TANK(MIN. ,I% DRAIN BACK TO PUMP CHAMBER)6402 ADV WITH ACCESS ATGRADE.I.5'DIA SCH40 PVC SUSPENDEDLATERALS WITH 5/32" ORIFICESFACING UP 3'O.C. FIRST ANDLAST ORIFICES FACE DOWN FORDRAINAGEQUICK4(TM) LOW PROFILE ENDCAPSTNF.lLTRAToR(R) OU rCK 4(TM)CHAMBERS, 3'X 4'LOW PROFILE6',INSPECTION PORT ATCORNER OF STAEND EACH LATERAL IN A 90"SWEEPING ELL FACING UP WITHA BALL VALVE FOR FLUSHINGSTA TO WATER COURSE50'124',STA TO WELL100'N/ASTA TO HOUSE20'55'SEPTIC TANK TO WATER COURSE50'164'SEPTIC TANK TO WELL50'N/AHOUSE TO SEPTIC TANK5',OWTS COMPONENTS ANDPHYSICAL FEATURESMINIMUM REOUIREDSETBACKAPPROXIMATE PROPOSEDSETBACK10'DIA VALVE BOXWITH SECURED LID1.5" PVC SLIP X MALEPIPE THREADADAPTER WCAP1.5" ÐIA BALLVALVE1.5" DIA PVC LONGSWEÉP 90' BEND1.5" DIA SCH-40 PVCDISTRIBUTION LINE FROMADV1.5'DIA SCH4O PVCLEVEL MANIFOLD4" DIA SDR 35 PVCINSPECIION PORT ATEACH CORNER OF STABACKFILL WITH NATIVE MATERIAL(MUST BE MINUS 3.INCH MATERIAL)OR TOPSOIL34 CHAMBÉRS EACH BED¿\ CHAMBER BED PLANFOR2',FLUSHING ASSEMBLYINF¡LTRATOR(R)auGK4(TM) LOW PROFTLE CHAMBER, 3',X4',.5' DIA SCH-40 PVC SUSPENDEDINSTALL DISCHARGEPIPE AND VALVEECCENTRIC TOCENTER OF VAULTEND CAPEXTENT OFEXCAVATIONSCARIFY SURFACE^CHAMBER 8ED SECTION\á¡-"------æLATERALS WITH 5/32" ORIFICESFACING UP 3'O.C. FIRSTANDLAST ORIFICES FACE DOWN FORDRAINAGE. SUSPEND WITH ZIPTIES/ã FLUSHING VALVE DETAIL\9t------'----'- rEæw3.0CBO lnc.129 Ca¡ns LaneCarbondale, Colorado 81623Phone 970.309.5259carla.ostberg@gma¡1.æmGoon ResidenceLot 3, Rapids on the ColoradoGarfield County, ColoradoProjectNumber: C1682llaÉ: o1to1r2o22loes¡gne¿ oy: ceolReviewed by: RBlDrawn bt: DDSheet 3 0F 4 30" DIAIVETER PVCRISERFROIMPUMPING SYSTEMSLIPON PVCDO NOT GLUEINSULATEDTRACER WIRE4" DIASEWER LINEAINSPECÏON PORT IN CHAMBER\:,r-fidrffiDISTRIBUTINGVALVE ASSEMBLYVALVE COVERCAP OR THREADÉDCLEANOUT ASSEMELYPVC PIPE CUTTOFITDtA SCH-40BOX OR IRRIGATIONVALVE BOX AT GRADEFINISHED GRADEDESIGN4.BEDROOM RESIDENCE + 1 FUTURE BEDROOM75 GPD X 2 PERSONS/BEDROOM x4 BEDROOIMS = 525 GPD75 GPD x 2 PERSONS/BEDROOM x 1 BEDROOM = 150 GPDWASTEWATER FLOW = 675 GPDTANK:MIN.15OO GALLONSUSE 2OOO€ALLON, TWO.COMPARTMENT CONCRETE SEPIIC TANK WITHORENCO PUMPING SYSTEM IN THE SECOND COMPARTMENT4" DIA SDR.35 SEWER LINE(MrN 2% SLOPE 10 TANK,MrN. 1% TO STA)SCREENED24'MtN.3" MlN.I'MtN./ATRENCH DETAILY/SOIL PROFILE TEST PIT NO.3LIGHT BROWN LOAMBASE TO SUPPORTBOXUSE HOLE SAW TOCUT THRU TOP OFCOMPACTÊNOOR SAND FORBEDDINGSOIL TREATMENT AREA (STA):LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAU SFCALCULATED STA = O/LTAR = 67s / 0.6 = 1 125 SFPRESSURE DOSED, BEDS = I 125 SF X 1.0 = 1 125 SFCHAMBERS = 1 1 25 SF X 0.7 = 788 SF / 1 2 SF / CHAMBER = MlN. 66 CHAMBERSTWO GRAVËLLESS CHAMBER BEDS2 ROWS OF 17'QUICK 4' CHAMBERS IN EACH BEDTOTAL 68'QUICK 4' CHAMBERSSOIL PROFILE TEST PIT NO. 1SOIL PROFILE TEST PIT NO.2LIGHT BROWN LOAMLIGHT BROWN LOAMTtc012467II10PVC INLET ANDOUTLETS/I AUTOMAÏC DIS'IRIBUÏNG\:/-ffiVALVE DETAILFINISHED GRADEHOUSELIGHT BROWN LOAM WITH INCREASINGPERCENTAGE OF COBBLESNO GROUNDWATER OR BEDROCK ENCOUNTEREDDURING EXCAVATIONLIGHT EROWN LOAM W|TH INCRÊASINGPERCENTAGE OF COBBLESLIGHT BROWN LOAM WTH INCREASINGPERCENTAGE OF COBBLESLEGENDfiltloamTO TANK,âCLEANOUT DETAILs/ rcrþsMw4.0CBO lnc.129 Cains LaneCarbondale, Colorado 81623Phone 970.309.5259carla.ostberg@gmail.comCoon ResidenceLot 3, Rap¡ds on the ColoradoGarfield County, ColoradoProject Number: C1682Dale: 0110112022by: CBOby: RBDDDesignedReviewedDrawn by:Sheet 4 0F 4 111122,9:53 AM Summary Account Parcel Property Address Legal Description Acres Land SqFt TaxArea Mill Levy Subdivision View lvlap Owner COON, BENJAMIN DON & BRUCKER COON, ERICA 222 BLACKHAWK DRIVE NEWCASTLE CO 81ó47 Land UnitType lACTOL/T5AC-0520(VACANTLAND) SquareFeet 0 Actual Values Assessed Year Land Actuål lmprovement Actual Total Actual Assessed Values Assessed Yeer Land Assessed lmprovement Assessed Total Assessed Tax History TäxYear Taxes Billed qPublic.net - Garfield County, CO - Property Record Card: R170355 G)qPublic.net'" Garfi eld County, CO R170355 278704307003 ,NEWCASTLE,CO 81ó47 Section: 4 Township: ó Range: 91 Subdivision: RAPIDS ON THE COLORADO Lot:3 2.329 0 17 6232rO RAPIDS ON THE COLORADO 2027 $825.72 2020 202t $45,ó40.00 $o.oo $45,ó40.00 202t $13,240.00 $o.oo $13,240.00 20L9 $5o9.t2 2020 $32,só0.00 $0.00 $32,5ó0,00 2020 $9,440.00 $o.oo $9,440.00 2018 $664.24 2079 $32,5ó0.00 $o.oo $32,só0.00 2079 $9,440.00 $o.oo $9,440.00 2077 $5ó5.80 Sale Price $210,000 $530.40 Click here to view the tax information for this parcel on the Carfre Transfers SaleDate DeedType ReceptionNumber 8/72/2027 SPECIALWARRANryDEED 9ór62p 6/10/202r EASEMENT 958023 rO/20/2O03 Plat 63.9?03 L2/28/2OOI SPECIALWARRANryDEED 594733 9/8/T997 SUBDIVISION IMPROVEMENTS 513354 9/8/L997 Plat 513353 9/5/L997 QU|TCLAIM DEED 513355 9/3/T997 SPECIALWARRANTYDEED 5T3352 !0/14/1996 RESOLUTTON 499822 6/15/1992 RESOLUTTON 431827 r7/B/r974 WARRANTYDEEO 265351. 77/8/T974 WARRANTYDEEO 2@, rI/t/I974 WARRANWDEEO 265246. Book - Page ß76-983-987 1032-0948 7032-0967 7032-0945 0996-0665 0834-0233 0466-0207 0466-0204 o466-OO29 $o $o $o $o $o $o $o $o $o $o $o $o No data available for the following modules: Buildings, Photos, Sketches' https://qpubtic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1755240261&KeyValue=R170355 112 111122,9:53 AM qPublic.net - Garfield County, CO - Property Record Card: R170355 The Garlreid CoLrnty Asser,sor's Õffrce makes every effort tc prodtice the mûst ãccur¿lie informati{rn possiirle. No warranlies, expresse d or irnf;lied are prnvidc¿J lor lhe ilata lrerein. its use or interprç-'lat¡Õn. Data is sr.¡bject to cotrstånt chânge ånd its accitracy and cumpleteness cannot be gr"taranteed. Develope¡I by ()$çþ¡pidçr User Privacy_PqllEy GDPR Privacy Notice Last Data Uplsad : :t/:!@;!æg[!U Version 2.3.11>B https://qpublic.schneidercorp.comiApplication.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q= 1755240261&KeyValue=R170355 2t2 ÇqPublic.llêt'" Garfield County, Co OverviewL--I r_ È Account Number Parcel Number Acres Land SqFt TaxArea 2019 M¡il Levy R170355 218104307003 Physical Address Owner Address NEWCASTLE COON, BENJAMIN DON & BRUCKER COON, ERICA 222BLACKHAWKDRIVE NEW CASTLE CO 8T647 Legend I Parcels Roads Parcel/Account Numbers Highways - LimitedAccess - Highway Major Road -- . Local Road MÌnor Road Other Road Ramp -* Ferry Pedestrian Way Owner Name f] Lakes&Rivers - County Boundary Line 2019TotalActual $45,ó40 Last2Sales Value Date Price 81647 8/t2/2O21 $210,000 6/10/2027 $0 0 2 0 ot7 623270 Date created: UU2O22 Lâst Data Uploaded: 7/7/2O222:O3:53 AM De ve rone d bv ¡f -rf F="þgFJ..gçr