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HomeMy WebLinkAboutOWTS DesignReliable Septic Solutions Tim Copeland 935 Hickory Drive Rifle CO 81650 (970) 309-9020 septicdesignplans@gmail.com September 7th 2025 Karen and Michael Balliet, K-CROOK 1�.�,. Rox i-4o -0 J L"i71-11e7Yi47.0-011kis Ull[Itok,,-mll Reviewed By: Kachayla R. Cronk, P.E. Colorado License No. 61440 Soil Analysis and OWTS Design for 1204 Panorama Drive, Garfield County, Carbondale Co 81623 (parcel No. 2391-172-00-178) 44 acre lot for a new septic system. PROPERTY DESCRIPTION AS IT PERTAINS TO THE SEPTIC SYSTEM This property has 2 buildings that feed to the system. There is a 3 bedroom and a single bedroom house. The property currently has an existing 1000 gallon septic which will be crushed in place and filled with native material or removed completely. The existing soil treatment area (STA) will be abandoned. The proposed STA area is currently covered with sage brush and native vegetation. The proposed STA has a slight slope away to the SE. TEST PITS AND SOIL ANALYSIS The test pits were excavated on September 5th 2025. 2 test pits were excavated near the proposed STA,and an evaluation was performed by Tim Copeland, who holds a Certificate of Completion from the CPOW Visual and Tactile Evaluation of Soils Training. Test pit #1. 0"-8" dark, sandy loam top soil, granular moderate; USDA type 2 8"-42" light tan, >35% rock silty clay, blocky strong; USDA type R 1 / 4 2 42"-96" brown, silty clay loam, blocky weak; USDA type 3A Test pit #2. 0"-12" dark sandy loam top soil, granular moderate; USDA type 2 12"- 36" light tan brown >35% rock sand single grain structureless; USDA type R0/1. 36" - 96" brown silty clay loam, blocky weak; USDA type 3A At the request of the customer the STA will be located at the location of the first test pit. The infiltrative surface will be placed at a minimum depth of 42" below ground surface (BGS), or to soil type 3A conditions, whichever is greater (not exceed 48" BGS) Design soil type 3A/LTAR of 0.30 will be used in sizing calculations. = c it �•'; r c; Test pit #1 top soil and thickness of layers 3 W t'. 'fir � !:� �,,�� ?' :Y�••; 71 :' .fir• :•r"-��e'� '• Yf' •� -i, �} .vi J Test pit #2 showing layers Design Calculations 4 bedrooms total: 150 gallons per day for all 4 bedrooms because the primary house has 3 bedrooms and the 4th bedroom is from a secondary dwelling. 600 gal per day and a native soil type of 3A , LTAR =0.3 600 gal. per day / 0.3 gal. per day per SF =2000 SF Adjustment factors 2000 SF * 0.8 pressure dose trenches * 0.7 chambers =1120 SF 1120 SF / 12 SF per unit = 94 units minimum or 376 ft of trench (round up units to 96 units make each line equal length) System Components 1500 gallon 2 compartment septic tank Infiltrator model #IM-1530 or equal 500 gallon single compartment tank Infiltrator model #540 or equal STA chambers Standard quick 4 infiltrator or equal 4" SDR 35 sewer pipe from house to the septic tank and between tanks 4 2" sch 40 pipe from pump to STA and manifold 1.25" sch 40 laterals w/'/s" orifices spaced 48" o.c. hung inside of infiltrator Orenco pump package with Orenco pump PF5005 HH effluent pump package 4" Orenco effluent filter 44" tall in outlet side of 1500 gallon septic tank Installation There will be a double sweep tee cleanout near the house and 2% min. grade to the septic tank. The pump tank will be set so the outlet of the septic tank and the inlet of the pump tank are a minimum slope of 1%. An effluent filter will be installed in the outlet of the septic tank and risers will be used to bring all lid openings to grade. Install pump into pump tank including a weep hole for drainage and prevent siphon. 2' schedule 40 pipe shall be run from the pump to the manifold and STA. 1-1/4 " sch 40 pipe with'/s" holes drilled up at 4' on center shall be installed in the infiltrators and hung with zip ties. A flushing valve assembly will be installed at the end of each run. The absorption field will consist of 4 runs. Each run will have 24 infiltrator and each trench will be separated by 4' minimum of undisturbed soil. The trench shall be a minimum of 42 inches deep or to Soil Type 3A conditions, whichever is deeper, and a maximum of 48" deep. Cover shall consist of 1' min. of soil on top that is capable of supporting local vegetation. 5 All required offsets as described below shall be met: Spring Potable Structure Structure Property Intermittent Lake, 31-1:1V Septic well water w/ w/o line, drainage water cut tank cistern line crawlspace crawlspace piped course, slope irrigation irrigation ditch Septic 50 10 5 5 10 10 50 10 & dosing tank sewer 50 5 0 0 10 10 50 10 effluent lines STA 100 25 20 10 10 25 50 25 5 Operation and Maintenance The residents of the property should not put grease In the sink or flush "flushable" wipes, they will reduce the life of the system. The system should not have the water softener discharge into the OWTS. The property owner is responsible for having the tanks maintained (pumped and filters cleaned(ideally the filters should be cleaned annually) ). Vehicles and heavy equipment shall not be driven over or parked on the leach field. High and low level alarms will have visual and audio notifications. Installation Observation Request Reliable Septic Solutions must view and accept the OWTS components after they are installed but before they are backfilled. All OWTS construction must be in accordance with the county regulations. Please call with any questions Sincerely, Tim Copeland cfeanout detail u.rr c F n•:nur r TWIN TWO-WAY CLEANOUT CLEANOUT C. 4" SDR 35 pipe and fittings slide on or screw cap assemblies and pipe ball valve valve boa sweep 3 12" mfn 12" infiltrator lea pit 01 unbs in fee[ native SM I 7 s USDA soil type 2 USDA soil type RI/4 6 1 I USDA soli type 3A n A IM-540 General Specifications and Illustrations The IM-540 is an injection molded two piece mid - seam plastic tank. The IM-540 injection molded plastic design allows for a mid -seam joint that has precise dimensions for accepting an engineered EPDM gasket. Infiltrator's gasket design utilizes technology from the water industry to deliver proven means of maintaining a watertight seal. The two-piece design is permanently fastened using a series of non -corrosive plastic alignment dowels and locking seam clips. The IM-540 is assembled and sold through a network of certified Infiltrator distributors. Must be backfilled and installed in accordance with Infiltrator Water Technologies, Infiltrator IM-Series Septic Tank General Installation Instructions and for shallow ground water conditions reference the Infiltrator IM-Series Tank Buoyancy Control Guidance. Please visit www.infiltraterwater.com for the latest information. Total Capacity 552 gal (2090 L) Length 64,9"(1648 mm) Width 61.7" (1567 mm) Height 54.6" 0387 mm) Maximum Burial Depth 48" (1219 mm) Minimum Burial Dep;is 6" (152 mm) Maximum Pipe Diameter 4" (100 mm) weight 169 Ib5 (77 kg) 7 LIFTINGSTOP I— INLET MR) CONNKTION (TYP? 4LETCONh2C7iQ\ ITTP.I 54.0 (1=7 EXTEMO9 Contact Infiltrator's Technical Services Department for assistance at 1-800-221-4436 or info@infiltratorwater.com 'kI: rr ACCESS OPIN.1, WRII LCCKWG UD CONTINLIOL15 GASKET TANKTOP HALF SEAM CU? TANK INTERIOR AIIGNNENI "EL TANK 001 IO1A NALF CH iltrato Part°tll► M It'll 10625 IM-1530 General Specifications and Illustrations The IM-1530 is an injection molded two piece LITTING 5TMP(TYP.I mid -seam plastic tank. The IM-1530 injection molded plastic design allows for a mid -seam joint that has precise dimensions for accepting an engineered EPDM gasket. Infiltrator's gasket design utilizes technology from the water industry to deliver proven means of maintaining a watertight seal. The two-piece design is permanently fastened using a series of non -corrosive plastic alignment dowels and locking seam clips. The IM-1530 is assembled and sold through a network of - certified Infiltrator distributors. Must be backfilled and Ed}.I fir'_ i� ��ir '° t; d •• I installed in accordance with the Infiltrator IM- and CM -Series Septic Tank General LW 4Installation ❑'Lr Instructions. For shallow round water ground conditions reference the Infiltrator IM- and CM -Series Tank Buoyancy Control Guidance. Please visit www.infiltratorwater.com or scan QR code for the latest information. I Working Capacity 1537 gal (5818 L) 1787 gal (6765 L) Total Capacity Airspace 16.9% Length 176" (4460 mm) Width 62" (1567 mm) Length -to -Width Ratio 2.8 to 1 Height 55" (1384 mm) Liquid Level 44"(1118 mm) Invert Drop 3"(76 mm) 1 Fiberglass Supports 4 Compartments 1 or2 48" (1219 mm) Maximum Burial Depth 6"(152 mm) Minimum Burial Depth Maximum Pipe Diameter 4" (100 mm) Wu -.h 501Ibs(228 kg) 8 LITTING LUG aYP) RISER CONNECTION MP) 1 61.7 V.E87] EXTERIOR WIDTH 175.6144W EXTERIORLENGTH - OUTLETTEE (T P) • l 5d 5 11.3MI r ] EXTERIOR ! HEIGHT SEAM CLIP (TYP) LIFTING STRAP 1 (TYPI 02< 0[610]ACCESS PORT 0411MI 'RITH LOCKING UD(31, PVC OR ABS INLET TII 10112571 FREEBOARD Od 11 M) PVC OR ASS w - OUTLET TEE: 16"AIR SPACE l -� PER 02L5 MILL• I W COOE -' 1 THICKNESS fER 1a 11.1101 - LIOU!D — 2 1511 X 2I511 DEPTH FOiERGLASS SUPPORT(4) TYP CONTINUOUS TANK TOP HALF ELASTOIAERIC GASKET TANK 6 INTERIOR 1e. -` SEAM CLIP N ALIGNMENT DOWEL TANK BOTTOM HALF Contact Infiltrator's Technical Services Department for assistance at 1-800-221-4436 or info@infiltratorwater.com IM21 01325 4Knfi1trator Pert of 11ADS External —; splice box Float Float Float switcl (2 or Vaglt holes Biotul filter, 9 Applications The Biolube ProPak Pump Package is designed to filter and pump effluent from a one- or two -compartment septic tank or pump tank to gravity or pressurized dispersal. Control panel i Packages for on -demand dosing or timed dosing at 10, 20, 30, and l� 50gpm (0.6,1.3,1.9, and 3.211sec) and 50Hz are available. Biolube PmPak 60Nz Pump Package General Orenco's Biotube ProPak Pump Package makes it simple to select and install the correct pump and controls package. Its patented Biotube pump vault technology eliminates the need for separate dosing tanks. The pump vault also allows removal of the effluent filter for cleaning vuith no need to remove the pump vault or pump, which simplifies servicing. For more information on specific ProPak components and options, see the following Orenco tedlnical documents: • S-Series Simplex Control Panels (NTD-CP-S-1) • MVP Simplex Control Panels (NTD-CP-MVP-1) • External Splice Box (NTD-SBD(-1) • Splice Boxes (NTD-SB-SB-1) • Discharge Assemblies(NTD-HV-HV-1) • NDA Discharge Assemblies (NTD-HDA-1) • PF-Series Submersible Effluent Pumps: f -Phase, 60-Hz, 4-inch (100-mm) (NTD-PU-PF-1) • PVA-Series 4-in. ('100-mm) Submersible Effluent Pumps (NTD-PU-PVA-1) • Universal Biolube Pump Vaults (NTD-PVU-1) • PVP-Series Biotube Pump Vaults (NTD-PVU-3) • PV-Series Biotube Pump Vaults (NTD-PVU-2) Orenco Systems° • 800-348.9843 • +1 541-09=9 • www.orenco.com NTD-ePP-1 Rev. 5 0 08M Page 1 of 2 10 Product Code Diagram BPP-❑-❑-❑-❑-❑-❑ Tischarge assembly; details: SD1 H'V100BCFCK field-crd. 1 ni PVC. ball %rdlvc, checkyalvo. f!av euntral. 10gpnl pumps hxdy S02 = HVIOO M field -cut, 1 in PVC ball valve, check valve, 10 or 20gpn1 pumps D3 = HV125BC)(; field-ali. 125in PVC ball valve, check valve, 309pm pumps SO = HiPOOBCK field -al. An PVC, ball valve, clock valve, 50gpm pumps C'A(1 = HVI OCBCFCXX + HV5VI OO kIT, field -set fin PVC, ball valve, check valve, flay control, I Ggpm pumps only CV42 = HV100BCX + HVCW100-KIT, held set, 1In PVC, hall valve check valve, 10 or 20gpm pumps CV43 = HV125130( + HVC'N125.01'. field set,1 25in PVC, ball valve, check vaWa, 30gpm pumps 014 = HV20OBCX + hA'CV1200-Kf r. field set, tin PVC. ball valve. check valve, 50gprn pumps DB1 = HV100B DB; held-sel, ball val-u, dminback.10 or 2Dgpm pumps DB2 = HV1258 DB: fiNd-set, ball valve, drahhback. 30gpm pumps DB3 = Hl0013-1)13; fiwvd-sel, ball valve, drahlback- 50upm pumps HDI = HDA24125FCASLC FS: Field-se1.125in hose. (6 conhol, P01 (PF100511 CVj pump one; FrD2 = HDA24125ASLC FS; field set. 125m hose. POI (PF1005110) punT (Ally HD3 = HDA24125CFCASLC FS: held set, 125in Prose, check valve, fimv control,10gpm pumps nJy HD4 = HDA24125C4SLC-FS; field set 1 25in hose, check valve, 10. 20. or 339pm pumps Pump vault Ix ghl, in (mm), far 1 Bin (450mm) diameter Wet: 48 48 (1219) PVU-Series 60 = 60 0 524) PUP -Specs 57 57 (1448) PVU-Series 55 = 55 (1397) P! Ser es 68 68 (1727) PVU-Series Spice hox options: SB = Internal splice box SX = Extenhal soke box Float switch 8 pump cord )CMUNs, ft 011): 10 = 10 r) 20 = 20 (6) ccldrol panel; floatsvvitches. SII = S1:3P Nil = MVP-S1DM:3P S12 = S1ETMCT.3P PA12 = MVP-SIDPAHT: 3P S13 = SIM:2P 1,113 = MVP-SIDMHTSA; 3P S 1 4 = S1PTRO:2BN MI.4 = MVP SIDMHTMTSGR-NC; 3P S15 = SIPTROETMCT: 2BN M.5 = Is16P S10M(DEMAND):3P S16 = S1RO,3PN PA21 = MVP-S2DMZ S17 = SIROETI&T.3PN 1A22 = MVP-S2DMHT:3P S1B = SIROETMCTSA:3PN M23 = rIVPS2DMHTSA 3P SID = SIROMTSGR-NC:3PN Submersible el@reel pump modci; details: P01 = PH M511 CV: Wpm. (0.61L/sec). 0 50hp (0 37K1v).120V P12 = PF300512, 30gpm (1.9Usecl, 0 50hp (0.3AR, 240V for HD and HD2 only P13 = PF300712: 309pm 0.91-isec), 0.75hp (0.56kV6, 120V P02 = PF100511: 10gpm (0.6Usec), 0 50hp (0-37WI). 120V P14 = PF301012; 30gpm (1.gUsecl. 1.00hp (0.7Sk'Ai. 240V P03 = PF100512; tOgpm (O.BUsec), 0 50hp (0.37k't0. 240V P15 = PF500511: 50gpm f3.2Usec). 0 50hp (0.37A'jj, 120V PO4 = PF100712: 10gpnh (0.6Usec).0 75hp (0.56kA, 2401' P16 = PF500512; 509pm (3.2Usec) 0 501hp (0,37AJ. 240V P05 = PF101012: 10gpm (0.611sec), 1-001p (0.75kM, 240V P17 = PF500712: 509pm (3.2Usec) 0 75hp (0.56k'hI. 240V PO6 = PF200511: 20gpm (1.3Usoc), 0.501rp (0.37kWj, 120V P18 = PF501012; 50gpnh (3.2Uscq. I.GO hp (0.75k'Aq, 240V POD = PF200512: 20gpm (1.3Usec), 0-50hp (0.3AW). 240V P90 = Pb'A100511: IOgpm (0 6Usec), 0 50hp (0 370) 120V P10 = PF20101 Z 20gpm (1.31-'sec1.1.00hp (13.75WO4, 240V P91 = PVA-100511:30gpm (1 911soc), 0 50Ihp (0 370). 120V P11 = PF300511: 3Dgpnh (I-OUsecj, 0 501•p (0 37W1 , 12011 P92 = PVA5DO511; 50gpm 13 211sec), D 501p (0 37kb1<). 129) Biolubc'- PruPak ° NtD-BIT-1 Orereco S)Isfemse • 800.349-9843 • +1 541-459-4449 • mvw.orenco.com Bee. 5 O 8B121 Page 2 of 2 11 Quick4! Standard Chambers The Quick4 Standard Chamber fits in a 36" wide trench and is ideal for curved or straight systems. It features the patent -pending Contour Swivel Connectionm which permits turns up to 10°, right or left. The MultiPort"I endcap allows multiple piping options and eliminates pipe fittings. The chambers four -foot length provides optimal installation flexibility. Benefits • Advanced contouring connections swivel up to 10°, right or left • Latching mechanism allows for quick installation • Four -foot chambers are easy to handle and install • The Quick4 Standard Chamber supports wheel loads of 16,000 Ibs/axle with only 12" of cover • Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) (�� Size 34" x 53" x 12" (864 mm x 1346 mm x 305 mm) Effective Length 48" (1219 mm) Storage Capacity 43 gal (163 Q Louver Height 1 8" (203 mm)_ Invert Height 8" (203 mm) 'T MuitiPort Endcap Benefits Contact Infiltrator's Technical Services • Eight molded -in inlets/outlets allow for maximum piping Department for assistance at 1-800-221-4436 flexibility or info@infiltratorwater.com • Eliminates pipe fittings • Fits on either end of the Quick4 Standard Chamber Quick4 Standard Chamber Multiport Endcap (7) Typical Trench View rvnra+[ eacxnu —r COVefi GY oes�cu � I iz• rr yr scwciva vex cane -.- Q25 OU5 _ ae- ,e,_CTIVEL GTN! n , a .W r yr . Iq IL Scan QR Code for Installation Instructions Infiit-R-RU Water Technologies Part of 11Ptd47' infiltratorwater.com • (800) 221-4436 Pump Selection for a Pressurized System - Single Family Residence "ect 1204 cr 170 Parameters O.Stlouge Aeearrey S® 1.50 iehm Tranupon Length 100 feel Traneporl Pipe Clore 40 Transport Line Sha 2-00 ardee Dia0i0Wng Valve Model Noe Mao Elevaaon Lin .10 feet Mantled Length 21 fam Menifow Pee Cfew 40 MBndold Pipe She 1.25 vrchee Nurntwof Laterdaper CeO 4 Lateral Length go feet Lateral Pipe Claw 40 Lateral Pipe She 1.25 Indres Orin. Site Ito illd— Onr- Spadng 4 het Flaidual Had 5 last Fiow Meter None h h. 'Adams' FnaoP CN 0 real Caiculagons Moftunl Fbw Rah per Onfica 0A3 gpm Nu,hWofOdFioesperZ" 100 Total Flow Reh per Zare 439 pion Nmnoer of Lahmle per Zone 4 %r Flow Dlflerential lsMast once 55 % Tr rww Vebdy 42 fps Frktlonel Head Losses lees through Daotlrage 5.e teat Low In Tramper( 31 led Low though Valve 0.0 feel Loae.in Manifold 11 lead Lore in Laterals 0.6 foal Loan through Flormeter 0.0 feet 'Addon' Friction Lomes 0.0 feet Pipe Volumes Wi of T—Purt Line 17A 9de WlafMaldw 1.6 gab Val of Laterals Per Zone 29.a gde Total Veume 48.9 gals wrtimum Pump ReWrarerents Damien Flow Rate 43.9 pp. T01W Dynarrec Had 5.2 feet Orenco A to 2f1 'in en rin fin 70 1 Net Discharge (gpm) Purne" r1d Pf5 5 Ryh fWay! f!Nent Pyrry System cum: 50 GPM. V2y1P 115123GV 10 5014t 20N230V 30 aDHz Pump Cum Pwnp Opomd Range: Operafhg Point Deelgn Pam 12 it ► i ��Y r �.•:�wa3�ti s..AA t. 13 ow �isy i�Is � aF- 4 rr 14 water Line wen / well apprMirnately 150' driveway Y1 .warren 1501) GAL SEPTIC A41 RfL QFMCk 4" SUR sewer p pe / benchmark elevation at house 1W m.+� el at the tank 9925' urv. el at outlet of tank 99.00 SWGALPUMP� a-'Omltn'fMrmn vault installed in in, el at inlet of pump tank 93.95 1ANQ 500 flap.. pump tank 1 1 7 Y SCH 40 P. sewn I PIPe C ' test pit al O 96 Qunk 4 standard :nMhrainr. 4 runs •4, t —shng or 24 undsealn t . Otest pit a2 II :• 1.25'ssh 40 pipe with 1/8° holes drilled up at 4' on F i renter shall be installed in the infiltrators and hung 4%grade f_ r / whh tip ties r irrigation ditch apprak S'rY � ' l.i Install flushurg valve assembfyaI the end of each run 1" = 50' J �"1 Test pits were dug to a depth of 96" no bedrock or ground water were encountered. A small trackhoe was used to excavate the test pits. The excavating company was Altitude Septic and Jason Daubs was the operator. 10/21/25. 7:50 PM gPublic - Garfield County, CO - Property Record Card: R111778 Garfield County, CO Summary Account R111778 Parcel 239117200178 Property Address 1204170 COUNTY RD, CARBONDALE, CO 81623 Legal Description Section: 17 Township: 7 Range; 87 TR. IN E2NW. 44 ACRES Acres 44 Land SgFt 0 Tax Area 11 Mill Levy 74.4140 Subdivision Map c Owner PENFIELD, ELIZABETH FEW REVOCABLE TRUST HILL, THEODORA REVOCABLE TRUST 95 SKIDAWAY ISLAND PARK ROAD, UNIT 34 95 SKIDAWAY ISLAND PARK ROAD, UNIT 34 SAVANNAH GA 314111107 SAVANNAH GA 314111107 Land Unit Type SINGLE FAM.RES:LAND-1112(RESIDENTIAL PROPERTY) Square Feet 0 Acres 44 Buildings Building g 1 Units 2 Bullding Type DUP TRIPLEX Abstract Codes/(Property Type) SINGLE FAM.RES-IMPROVEMTS-1212 (RESIDENTIAL PROPERTY) Architectural Style 11/2 STRY Stories 2 Frame WOOD FRAME Actual Year Built 1900 Gross Living Area Z070 Total HeatedSgFt Z070 Bedrooms 3 Baths 2 Heating Fuel ELECTRIC Heating Type ELEC BS BD Air Conditioning NONE Roof Type GABLE Roof Cover CORG METAL https:l/gpublia.schneidercorp.c©m/Application. aspx?Appl(7=1038&Layeri❑=22381&Page7ypeID=4&PageID=9447&a=1681856822&KeyVaiue=R111775 1 /5 10/21125, 7:50 PM gPublic - Garfield County, CO - Property Record Card: R111778 Building# 2 Building Type DUP TRIPLEX Abstract Codes/(Property Type) SINGLEFAM.RES-IMPROVEMTS-1212(RESIDENTIALPROPERTY) Architectural Style 1-STORY Stories 1 Frame WOOD FRAME Actual Year Built 1940 Gross Living Area 675 Total Heated SgFt 675 Bedrooms 1 Baths 1 Heating Fuel ELECTRIC Heating Type ELEC BS BD Air Conditioning NONE Roof Type GABLE Roof Cover COMP SHNGL Actual Values Tax Year 2025 2024 2023 2022 _2021_ Actual Value $1,505,590.00 $1,344,710.00 $1,344,710.00 $851,220.00 $851,220.00 Assessed Values Tax Year Non School Assessed Value School Assessed Value Pre 2025 Assessed Value 2025 2024 2023 2022 2021 $94,100.00 n/a n/a n/a n/a $106,150.00 n/a n/a n/a n/a n/a $90,090.00 $90,090.00 $59,160.00 $60,870.00 'House Bill 246-1001 established a separate assessment rate for school district residential properties, effective for the 2025 tax year and beyond. Click here for Assessor FAQs Mill Levies Tax Year 2025 2024 _ 2023 2022 2021 Non School District Levy 31.262 n/a n/a n/a n/a School District Levy 43.152 n/a n/a n/a n/a Total Levy Tax History Tax Year 74.414 74.414 2024 72318 2023 81.029 2022 7SY776 2021 Taxes Billed $6,703.96 $6,533.16 $4,793.68 $4,855.96 Click here to view the tax information for this parrel.op.the Garfield County Treasurer's webslte. Transfers Sale Date Deed Type Reception Number Book - Page Sale Price 2/19/2019 AGREEMENT 917784 $0 5/16/2014 QUITCLAIM DEED 84 m $0 5/16/2014 QUITCLAIM DEED 849468 $0 12/18/1998 Correction (Of Any Type) 538504 1108-0368-0373 $0 12/18/1998 Correction (Of Any Type) 53B504 1108.0368 $0 2/23/1998 DEED 521951 1058-0121 $0 6/27/1983 QUITCLAIMDEED 344260 0631-0866 $0 11/8/1977 WARRANTY DEED 281709 0502-0614 $0 1/1/1900 Deeds 0465.0282 $0 1/1/1900 Deeds 0465-0276 $0 Property Related Public Documents Click here to view Properly Rued Pulai9rponiments Photos https://gpublic.schneidercorp.corn/Application.aspx?ApplD=1038&LayerID=22381&PageTypelD==4&PagelD=9447&Q=1581855822&KeyValue=R111778 2/5 10/21/25, 7:50 PM gPublic - Garfield County, CO -Property Record Card: R111778 Sketches 19, 18, Skatch by Am IV ffi-;P.:sl 10, 25' https://gpublic.schneidercorp.com/Application.aspx?ApplD=l038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1581855822&KeyValue=R111778 3/5 10/21125, 7:50 PM gPublic - Garfield County, CO - Property Record Card: R111778 lw 18, Sketch by Apw IV %-. s:.aT Sketch by Apex IV V foduws- 10, 25' A�. https:llgpublic.schnaidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PageID=9447&Q=1581855822&KeyValue=Rlll778 4/5 r n o z ° � c� n Poll. rn EA CD FA fD ~' F r 0- r CD o W fD ?'- ow • CD o w �t O 0 N C cn O Q a � � rD 01 CD n wea G [y Z Q° � p 0 go 0 Q CD ow m CD o co' vw 3 a N n Cl) m