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Home My WebLink AboutEngineer's OWTS Design Planr r r •�i• �l`, .ti August 25, 2025 Justin Sanford Dustin o-rentals.com 129 CAINS LANE CARBONDALE, CO 81 623 970.309.5259 CARLA.OSTBE RG@G MAI L. CO M Subsurface Investigation and Onsite Wastewater Treatment System Design 4-Bedroom Residence Lot 33, Rapids on the Colorado Garfield County, Colorado Justin, Project No. C1981 CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 2.0-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: 33 Parcel ID: 2181-043-07-033 SITE CONDITIONS The property is currently undeveloped. A 4-bedroom residence is proposed. The residence will be served by a community water system with the water line entering the property from the shut off to the north. The water line must be at least 10-feet from the septic tank and at least 25-feet from the soil treatment area (STA). The proposed STA location has an approximate 2 to 3 percent slope to the northwest. The proposed area is 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 June 23, 2025 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.' The materials encountered in Test Pit #1 consisted of dark brown topsoil to 18-inches, underlain by medium brown sandy loam to 6.0-feet, underlain by sand and cobbles to a maximum depth explored of 7.0-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 consisted of medium brown sandy loam to 2-feet, underlain by light brown sandy loam to 6.0-feet, underlain by sand and cobbles to a maximum depth explored of 7.0- ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 feet. No bedrock or groundwater was encountered. A sample of the soil was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was moderate. The soil formed a ball and a ribbon less than 1-inch in length before breaking. Soil structure shape was blocky and consistence was firm to extremely firm. Soil texture was more gritty than smooth. With sand and cobbles encountered at 6-feet, the infiltrative area can be installed NO DEEPER than 2.0- feet below grade to assure 4-feet of suitable soils prior to encountering the Type R-0 soils. The soil is consistent with Soil Type 2, Sandy Loam, with moderate structure grade. A long-term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the STA. Test Pit #1 Page 3 Test Pit #1, note sand and cobbles below 6-feet Test Pit #2 Sandy material below 6-feet -AA ct Backfill Page 4 DESIGN SPECIFICATIONS Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4t" Bedroom) = 525 GPD LTAR = 0.6 GPD/SF 525 GPD / 0.6 GPD/SF = 875 SF x 1.0 (gravity, trenches) x 0.7 (chambers) = 612.5 SF The OWTS design is based on 4-bedrooms. An average daily wastewater flow of 525 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation at grade 5404.75' has been established as 100' (Finished Floor). CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Primary Tank Inlet Invert Distribution Box Infiltrative Surface Minimum Elevation Approximate horizontal distance 7' / min. 2% fall / min. 1.75" fall Approximate horizontal distance 27' / min. 1% fall / min. 3.375" fall Approximate horizontal distance 30' to furthest trench / min. 1 % fall to STA / min. 3.75" fall *Elevations are based upon standard OWTS installation practices. Component elevations may change during installation due to site conditions. Minimum grade refers to piping between components. The 4-inch SDR-35 sewer line exiting the residence must have a double -sweep clean out and a minimum 2% grade to the septic tank. Page 5 The system installation must include a minimum 1250-gallon, two -compartment poly septic tank with an Orenco® Biotube effluent filter on the outlet tee. We have specified a 1500-gallon, two -compartment Infiltrator® poly septic tank as they are locally available. Any state -approved concrete or poly septic tank may be substituted. Risers must bring the manhole lids to grade for access. If more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. Effluent will gravity flow to a distribution box, and then to four gravelless chamber trenches. The distribution box must be accessible from grade and must have flow equalizers, or similar product, installed on each outlet pipe in the distribution box to assure equal flow to each trench. Each trench will consist of 13 `Quick 4' Standard Plus Infiltrator® chambers for a total of 52 chambers and 624 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. Inspection ports must be installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. CBO 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. COMPONENT Septic Tank Effluent Filter Tank Risers and Lids mbers MANUFACTURER Infiltrator® Orenco® Orenco® Polylok MODEL N M-1530-2CP 'QUICK 4' Plus 5tanac Low Profile Chamber COMMENTS 500-gallon, two- ompartment poly septic ink min. 1250-gallons) " diameter full size filter )le -walled PVC Risers a (24" diameter) istribution box, risers, lid, flow LLalizers (4 i 'Quick 4' Low Profile cambers Construction must be according to the jurisdiction's adopted On -Site Wastewater Treatment System Regulations, the OWTS Permit, and this design. PERMIT APPLICATION INSTRUCTIONS An OWTS Permit Application must be submitted to Garfield County Environmental Health Department. htt s://www. arfield-count .com/environmental-health/files cco/sites/16/OWTS-Application-Com lete- Packet-Dec.-2019.Ddf. If the OWTS Permit Application will be submitted with a Building Permit Application, it should be submitted directly to Garfield County Building Department. All questions regarding permit submission can be directed to Garfield County Environmental Health Department, 970-945-6614 x8150. INSTALLATION CONTRACTOR CBO Inc. 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 Page 6 prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. 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 Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide 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. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If 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 If 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 Page 7 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. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in this report, CBO Inc. 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 Inc. &X� C O&f&,A�,S Carla Ostberg, MPH, REHS R 2.0 Yiew pills ane ,0M,� ROPERTY LINE f ►f _ 4-BEDROOM 1 l STA - RESIDENCE I �_ I ►i n SEPTIC? TANK I a TP 1 •• i 3 +�- ,2.00 cres 1 • A TP 2 1 t N ' ► ► ► ► I ► I � I THE LOCATION OF PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS 1� ARE APPROXIMATE. IT IS THE HOMEOWNERS' DUTY TO ; ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS ARE ACCURATE. PROPERTY LINES AND SETBACK DISTANCES ; SHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALED ► SCALE: 1 - 50'-0" FOR PRINTING ON 11" X 17" PAPER. DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 08/25/2025 Ci to CBO Inc. 129 Cains Lane Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com �l SITE PLAN Spencer Charles Holdings LLC Lot 33, Rapids on the Colorado Garfield County, Colorado Project Number: C1981 1 , , , , , , , or WELL Date: 08/25/2025 W1.0 Designed by: CBO Sheet 1 OF 4 Drawn by: DID apicz's View Lane G5 Or PP�M�1 < e 'QUICK-4' CHAMBER TRENCHES. 4 TRENCHES WITH 13 CHAMBERS PER TRENCH FOR A TOTAL OF 52 CHAMBERS AND 624 SF. ,..�P or 5� of 4" DIA SDR-35 INSPECTION PORT AT �\ BEGINNING AND END OF EACH TRENCH V \ \ \ � to i 0 78 \ SCALE: 1 = 20'=0 \ 4" DIA SDR-35 SEWER PIPE WITH DOUBLE SWEEP CLEANOUT MIN 2% FALL TO TANK n PROPOSED OWTS 1- 20°-1 CBO Inc. 129 Cains Lane Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.corn 20' UT1LlT ,, DRAINAGE & IRR/GA77ON EASEMENT ROPERTY LINE 4" DIA SDR-35 DISTRIBUTION LINE TO EACH TRENCH (MIN. 1 % SLOPE TO TRENCH) DISTRIBUTION BOX %WATER SHUT OFF WITH ACCESS AT GRADE ._ / 4" DIA SDR-35 SEWER LINE TO STA (MIN. 1% FALL TO STA) INIMUM 1250-GALLON, TWO -COMPARTMENT SEPTIC TANK WITH EFFLUENT a SCREEN O IN O 5' MIN , 23% 5� C a �P` 4-BEDROOM RESIDENCE . BM 100' = 5404.74' Spencer Charles Holdings LLC Lot 33, Rapids on the Colorado Garfield County, Colorado Project Number: C1981 0 APPROX. WATER LINE (MUST BE 10' FROM SEPTIC TANK AND 25' FROM STA % Co. CP04, ��fGA lri �1 100' TO WELL Date: 08/25/2025 W2.0 Designed by: CBO Sheet 2 OF 4 Drawn by: DID NOTE: TRENCHES MUST BE LEVEL BEGINNING TO END INFILTRATIVE AREA (BOTTOM OF TRENCH) AT APPROX. 2' BELOW GRADE, NO DEEPER INFILTRATOR GRAVELLESS'QUICK-4' END PLATE CHAMBER (4' x 3') L4" DIA SDR-35 INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH 4 CHAMBER TRENCH PLAN -TO WALE NOTE: DEPTH OF TRENCHES TO BE INSTALLED AT APPROXIMATELY 2' BELOW GRADE. RECOMMEND LOW PROFILE CHAMBERS. 2' max UNDi; SOIL 4 LIMIT OF EXCAVATION SCARIFY SURFACE " DIA SDR-35 INSPECTION PORT 'I'min J DISTRIBUTION BOX WITH ACCESS AT GRADE 4" DIA SDR-35 EFFLUENT PIPE FROM SEPTIC TANK GRAVELLESS 'QUICK-4' CHAMBER (4' x T) 2 CHAMBER TRENCHSECTION CBO Inc. 129 Cains Lane Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com 4" DIA SDR-35 DISTRIBUTION LINE TO EACH TRENCH (MIN. 1 % SLOPE TO TRENCH) PIPES PLACED IN TOP PORT OF CHAMBER END PLATES Spencer Charles Holdings LLC Lot 33, Rapids on the Colorado Garfield County, Colorado Project Number: C1981 COMPACT SOII BASE TO SUPPORT BOX USE HOLE SAW TO CUT THRU TOP OF END PLATTE 3 DISTRIBUTION BOX NOW TO SdAIE BOX AND COVER BROUGHT TO GRADE CONCRETE LID FINSHED GRP DE SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE ATTACH CAP OR THREADED CLEANOUT ASSEMBLY 4" PVC PIPE CUT TO FIT DISTRIBUTION BOX SLIP-ON PVC CAP--:: DO NOT GLUE INSULATED COPPER TRACER WIRE FINISHED GRADE 4" DIA SDR-3 SEWER LINE X TO TANK TO HOUSE 6 CLEAN OUT DETAIL _E BAFFLE OR ANGLED PIPE TO BE USED AT INLET Date: 08/25/2025 W3.0 Designed by: CBO Sheet 3 OF 4 Drawn by: DID DESIGN PROPOSED 4-BEDROOM RESIDENCE 75 GPD x 2 PERSONS/BEDROOM x 3 BEDROOMS + 75 GPD (4TH BEDROOM) WASTEWATER FLOW = 525 GPD USE MIN. 1250 GALLON, TWO -COMPARTMENT SEPTIC TANK SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAL/ SF CALCULATED STA = Q/LTAR = 525 / 0.6 = 875 SF 875 SF x 1.0 (GRAVITY TRENCHES) x 0.7 (CHAMBERS) = 612.5 SF 612.5 SF / 12 SF/CHAMBER = MIN. 52 'QUICK 4' CHAMBERS L PROFILE TEST PIT NO. 1 Ell 1 DARK BROWN TOPSOIL 2 SOIL PROFILE TEST PIT NO. 2 3 MEDIUM BROWN SANDY LOAM w 4 w w 5 a w 6 SAND WITH INCREASING COBBLES 7 WITH DEPTH (R-0) 8 NO GROUNDWATER OR BEDROCK ENCOUNTERED 9 DURING EXCAVATION 10 3 SOILS LOG (.-111 7 CBO Inc. 129 Cains Lane ':. Carbondale, Colorado 81623 Phone 970.309.5259 caria.ostberg@gmail.com MEDIUM BROWN SANDY LOAM MEDIUM BROWN SANDY LOAM SAND WITH INCREASING COBBLES WITH DEPTH (R-0) LEGEND Pq topsoil 7 sandy loam OWTS COMPONENTS AND PHYSICAL FEATURES MINIMUM REQUIRED SETBACK APPROXIMATE PROPOSED SETBACK HOUSE TO SEPTIC TANK 5' 5' SEPTIC TANK TO WELL 50' N/A SEPTIC TANK TO WATER COURSE 50' N/A STA TO HOUSE 20' 20' STA TO WELL 100, N/A STA TO WATER COURSE 50' N/A Spencer Charles Holdings LLC Lot 33, Rapids on the Colorado Garfield County, Colorado Project Number: C1981 2 SETBACK GHARHor To FINISHED GRADE �I BACKFILL I 24" MIN. � I- i i 4" DIA SDR-35 SEWER LINE (MIN 2% SLOPE TO TANK) SCREENED ROCK OR SAND FOR 3" MIN. BEDDING 8" MIN. 2 TRENCH DETAIL p 5'-'-LE Date: 08/25/2025 W4.0 Designed by: CBO Sheet 4 of 4 Drawn by: DID Edge of chip/seal Rapids View Lane Found 1-1/2" aluminum cap and rebar set flush with grade, PLS 0 No. 13501 / Improvement Location Certificate Lot 33, The Rapids on the Colorado Subdivision As Amended Situated in the SW1/4 Section 4 Township 6 South, Range 91 West of the 6th P.M. Telep one riser I 1 6 , 200' ISDS setback from County of Garfield, State of Colorado 11� 11-� �s3 ' /--- domestic well located County Parcel ID'No. 218104307033 Roadside % 'S' on Lot 30, ditch � S nai a, � 1 I Curb stop �P-et nai at "I a� 20' and 10' Utility, Draina �I9 and Irrigation easements p r I�► \ the Rapids on the CoioradjSubd�- ,� \ ►�\ Outline of building setbacks 0 \� as per the final plat ck the �� • \ N st\ \ Rapids on the Colorado Subd. i �� Domestic well Lot 30 �\ r Found 1-1/2" aluminum cap and \ rebar set flush with grade, PLS \ No. 13501 Set nail/lath \ �5 Lot 33 ti� o \ Set nail/lath ThdRapids on the Colorado ' \ Sub6visian as Amended \ \ Found 1-1/2" aluminum cap a d \ \ (1kec. No. 639203) \ \ a` 0 rp rebar set flush with grade, P \ \ \ (Vacant) \ \ o No. 13501 \ \ (2.00 acres as platted) \ �\ \ Outline of building setbacks \ as per the final plat of the / \ \ \ \\ Rapids on the Colorado Subd. \ \ \.\ Set nail/lath J \ d dp\ 10' and 30' Utility, Drainage �- Set nail/lath--• and Irrigation easements per i Found 1-1/2' aluminum �the Rapids on the Colorado Subd. f cap and rebar set flush \ with grade PLS No. ` 13501. G Ditch \' et ail/lath — - -— \ Found 1- aluminum cap and O��w r et flush with grade, PLS S�uv } 2 No. 13501 Found 1-1/2" aluminum cap and �d9e of chi91 Q mad I e al descri tian: rebar set flush with grade, PLS d? owa l 1` Lot 33 No. 13501 JOL The Rapids on the Colorado Gar 1 according to the amended plat thereof as filed for record Oct. 24, 2003 under Reception No. GRAPHIC SCALE 639203. SurvCo, Inc. County of Garfield Professional Land Surveying Services 6i 0 3` 60 State of Colorado "Serving Western Colorado since 1991" Street address: 826-1 /2 Grand Avenue Post Office Box 2782 ( IN FEET ) Not assigned New Castle, CO. 81647 Glenwood Springs, CO. 81602-2782 1 inch = 60 ft (not within municipal limits) ci irvrntMnm n iI nnm Improvement Location Certificate: (Certification pursuant to C.R.S. 38-51-108) I hereby certify that this Improvement Location Certificate was prepared by SurvCo, Inc., for Spencer Charles Holdings, LLC, that it is not a land survey plat or improvement survey plat and that it is not to be relied upon for the establishment of fence, building, or other future improvement lines. This certificate is valid only for use by Spencer Charles Holdings, LLC, and describes the parcels appearance on April 12, 2025. I further certify that the improvements on the above described parcel on this date, April 12, 2025, except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcelI, a ept as noted. By: Samuel D. Phelps Colorado Licensed Professional Land Surveyor No. 27613 For and on behalf of SurvCo, Inc. A Colorado corporation Date of certification: April 12, 2025 Surveyor's notes: oa L0 �c � 44 ' amu'a D. Phelps 27613 1) This Improvement Location Certificate does not represent a title search by this land surveyor or land surveying company. All information pertaining to ownership, easements and other encumbrances of record is taken from a title insurance commitment issued by Land Title Guarantee Company, title insurance commitment order No. GB63021822-2, effective date March 21, 2025 at 5:00 P.M. 2) This property is subject to mineral right reservations and US patent rights as noted in the above referenced title insurance commitment. 3) This property is subject to protective covenants and restrictions as noted in the above referenced title insurance commitment. 4) This Improvement Location Certificate is based upon the monumentation found in the field as indicated hereon and the record plat for the subject property (Reception No. 639203). 5) All linear dimensions shown hereon are in US survey feet. 6) Certain plat notes appear on the subdivision plat of The Rapids on the Colorado as Amended that affect the subject property and by this reference are noted hereon. Notice: Pursuant to C.R.S. 13-80-105 : According to Colorado law you must commence any legal action based upon any defect in this Improvement Location Certificate within three years after you first discover such defect. In no event may any action based upon any defect in this Improvement Location Certificate be commenced more than ten years from the date of certification shown hereon. CURVE TABLE Curve No. Arc Length Radius Central Angle Chord Bearing Chord Distance Tangent Distance C1 53.21' 50,00' 60058'23" N36037'25"E 50.73' 29.44' �C2 114.08' 970.00' 6044'19" N72051'11"E 114.02' 57.11' ��gRub11c.netT1 Garfield County, CO Overview Legend Parcels Roads Parcel/Account Numbers Owner Name Lakes & Rivers County Boundary Line Account Number R170385 Physical Address 0 Total Actual Value $0 Last 2 Sales Parcel Number 218104307033 NEW CASTLE 81647 Date Price Acres 2 Owner Address SPENCER CHARLES HOLDINGS LLC 5/5/2025 $240,000 Land SgFt 0 200 MOUNTAIN SHADOW DIRVE n/a $ Tax Area 017 GLENWOOD SPRINGS CO 81601 Mill Levy 58.1430 Date created: 8/6/2025 Last Data Uploaded: 8/6/2025 2:12:13 AM Developed by ` S C H N E I D E R GEOSPATIAL 8/6/25, 12:21 PM gPublic.net - Garfield County, CO - Property Record Card: R170385 Garfield County, CO Summary Account R170385 Parcel 218104307033 Property NEW CASTLE, CO 81647 Address Legal Section: 4 Township: 6 Range: 91 Subdivision: RAPIDS ON THE Description COLORADO Lot: 33 Acres 2 LandSgFt 0 Tax Area 17 Mill Levy 58.1430 Subdivision RAPIDS ON THE COLORADO View Map Map Owner SPENCER CHARLES HOLDINGS LLC 200 MOUNTAIN SHADOW DIRVE GLENWOOD SPRINGS CO 81601 Land Unit Type 1 AC TO L/T 5 AC - 0520 (VACANT LAND) Square Feet 0 Acres 2 Actual Values Tax Year 2025 2024 2023 2022 2021 Actual Value $122,610.00 $144,200.00 $144,200.00 $38,720.00 $37,590.00 Assessed Values Tax Year Non School Assessed Value School Assessed Value Pre 2025 Assessed Value 2025 2024 2023 2022 2021 $33,100.00 n/a n/a n/a n/a $33.100.00 n/a n/a n/a n/a n/a $40,230.00 $40,230.00 $11,230.00 $10,900.00 `House Bill 2413-1001 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 31.027 n/a n/a n/a n/a School District Levy 27.116 n/a n/a n/a n/a Total Levy 58.143 58.143 51.115 55.192 62.321 https:f/gpublic.schneidercorp.com/Application.aspx?ApplD=1038&Layerl D=22381&PageTypelD=4&PagelD=9447&Q=2071001544&KeyValue=R170385 1 /2 8/6/25, 12:21 PM Tax History Tax Year Taxes Billed gPublic.net - Garfield County, CO - Property Record Card: R170385 2024 2023 $2,339.08 $2,056.36 2022 $619.80 2021 $679.28 Clrc- here tov!ew the tax informa t ion for this carceton [lie Garheld County Tre 1surer's we bsi te. Transfers Sale Date Deed Type Reception Number Book - Page Sale Price 5/5/2025 SPECIAL WARRANTY DEED 1006602 $240,000 12/28/2001 SPECIAL WARRANTY DEED 594733 1316-983-987 $0 9/8/1997 SUBDIVISION IMPROVEMENTS 1032-0948 $0 9/3/1997 SPECIAL WARRANTY DEED 1032-0945 $0 1/1/1900 QUIT CLAIM DEED 513355 1032-0961 $0 1/1/1900 Resolution (various types) 499822 0996-0665 $0 1/1/1900 Resolution (various types) 435827 0834-0233 $0 1/1/1900 WARRANTY DEED 265351 0466-0207 $0 1/1/1900 WARRANTY DEED 265350 0466-0204 $0 1/1/1900 WARRANTY DEED 265246 0466-0029 $0 1/1/1900 Deeds 0479-0429 $0 Property Related Public Documents Click here to view Property Related Public Doc umew No data available for the following modules: Buildings, Photos, Sketches. T',F �anaio �ouinws_ui __❑dI_c��v �._ fisp �ducc the rhos?a_c Jrc l- Devcic')CCI 1'y nfo pc,,s0c ',r C cscdo� �pk'cac _. C"'id'dio't a, - C: SCHNEIDER USE C� I—'C-1 cJl y!rt tC CO`!�ld"n "�=i'IEE a"[ r<< :,I'F�)'�ind C?"i:�" 'l - r aeosnnrinL cannot uc e,ia-a, tc _c, Laser Privacy PoriSy� GDPR_ Privacy N20ce Last Data U2Ioad:.816/2025.12:12A.3AMA https:17gpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=2071001544&KeyValue=R170385 2/2