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HomeMy WebLinkAboutOWTS Engineer's Design129 Cains Lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com April 1, 2024 Project No. C1871 Rue Balcomb rue@ranchland.com Subsurface Investigation and Onsite Wastewater Treatment System Design 3-Bedroom Residence + Future 1-Bedroom ADU 401 CR 137 Garfield County, Colorado Rue, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 42.11-acre property is located outside of Glenwood Springs, in an area where OWTSs and wells are necessary. Legal Description: Section: 25 Township: 5 Range: 90 ALL THAT PT OF W1/2SW LYING WLY OF CO RD 137 Parcel ID: 2123-253-00-004 SITE CONDITIONS The property is currently developed with a 3-bedroom residence. The residence is served by an existing OWTS documented by Individual Sewage Disposal System (ISDS) system Permit 3156 and consists of a 1250-gallon, two-compartment Copeland concrete septic tank and a gravelless chamber bed with 4 rows of 7 ‘Standard’ Infiltrator® chambers for a total of 28 ‘Standard’ chambers and 525 square feet of infiltrative area. The system was sized to accommodate 3 bedrooms. The permit received final approval on July 21, 1999. The existing soil treatment area (STA) is experiencing slow draining from time to time. In 2020, the sewer line exiting the septic tank was found to be broken and was repaired. In 2023, there was again slow draining and the septic tank was pumped (several times) and a camera used to explore the sewer line. Exploratory work by B&B Septic showed sludge in the front chambers of the bed. We did a site visit on March 18. 2023. We excavated at the beginning of the chamber bed and found the infiltrative area to be in excess of 6-feet. The landscape position in the location of the STA is a low spot at the toe of two opposite slopes (a bowl). With the location and the depth of the existing STA, we did not feel a repair was feasible to allow the STA to operate long-term. The STA will be replaced and moved to the hillside to the west of the existing STA. The residence is served by a private well on the property. The well is located to the north of the residence. We have approximated the location on our site plan. The well location indicated by the Division of Water Resources appears to be incorrect. The well is located greater than 50-feet from the proposed septic tank and greater than 100-feet from the proposed STA. We have also approximated the water line location. The water line must be located. Where the pump line crosses the water line, the pump line must be encased by minimum Schedule 40 five feet on each side of the crossing (See W4.0/3 Encasement Detail). Page 2 The proposed soil treatment area (STA) location has an approximate 15-20 percent slope to the east. 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. The site plan enclosed was created to the best of our ability with the resources available to us, including Google Earth images and Garfield County GIS information. The site plan is not the result of a survey, and the property owner is responsible for verifying accuracy of the plan and to assure all setbacks are met. We were not made aware of any easements on the property. SUBSURFACE The subsurface was investigated on March 18, 2024 by digging one soil profile test pit excavation (Test Pit). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.1 We utilized the excavation into the existing STA. The materials encountered in Test Pit #1 consisted of medium brown sandy loam to a maximum depth explored of 6.5-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 friable. Soil texture was more gritty than smooth. Additionally, the percolation rate documented in Garfield County’s ISDS Permit is 15 minutes per inch (MPI). 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 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Sieved sample Ribbon less than 1” Excavation to existing chamber bed DESIGN SPECIFICATIONS The existing septic tank will remain in use. The existing STA will be abandoned in place. The OWTS design is based on 3-bedrooms in the residence and 1-bedroom in a future Accessory Dwelling Unit (ADU). An average daily wastewater flow of 600 GPD will be used. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 150 GPD (future ADU) = 600 GPD Septic Tank = min. 1250-gallons LTAR = 0.6 GPD/SF 600 GPD / 0.6 GPD/SF = 1000 SF x 0.8 (pressure dosed trenches) x 0.7 (chambers) = min. 560 SF Page 4 For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ (elevation of the existing sewer line exiting the septic tank). There are 3-feet of risers on the existing septic tank. CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Minimum Elevation Primary Tank Inlet Invert of Pump Chamber Approximate horizontal distance 3’ / min. 1% fall / min. 0.375” fall Automatic Distributing Valve Approximate horizontal distance 65’ / min. 1% rise / min. 8.125” rise Infiltrative Surface Approximate horizontal distance 24’ / min. 1% fall to STA / min. 3” 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 existing sewer line from the residence and existing 1250-gallon, two-compartment Copeland concrete septic tank will remain in use. An additional 1-foot of risers should be added to the existing risers to bring the septic tank lids to grade for future access and maintenance. The system installation will include a 500-gallon, single-compartment Infiltrator® poly pump chamber with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump. The floats should be set to dose approximately 65 gallons each pump cycle, allowing approximately 7 gallons of drain back. The control panel for the pump must be located within line of sight of the septic tank. An electrician will be responsible for wiring the pumping system and the contractor will be responsible for connecting the plumbing. This office should be contacted for start-up of the system to verify its functioning and to perform a squirt test prior to use of the system. Pump Table Dose Range Max = 157 gal. (600 GPD x 25% + 7 gal drain back) Min. 39 gal. (8 gal x 4) + 7 gal drain back Dose Setting 65 gallons/dose 7 gallons drain back (65’ / 1.5” diameter pump line) Float Separation 500 gallon single-compartment Infiltrator® poly pump chamber 5” on/off float separation Page 5 Pump Criteria 11.5 gallons per minute (GPM) 24.2 feet total dynamic head (TDH) Effluent will be pumped through a 1.5-inch diameter pump line from the pump chamber to an Orenco® automatic distributing valve (ADV), model 6404. This pump line must have a minimum 1% grade for proper drain back into the tank after each pump cycle. The ADV must be placed at 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 exiting the ADV remain visible for future inspection and maintenance. Effluent will be pressure dosed through 1.5-inch diameter pipes to four gravelless chamber trenches, each with 12 ‘Quick 4’ Plus Standard Infiltrator® chambers (we have provided specifications for Low Profile), for a total of 48 chambers and 576 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. 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 orifices 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. Inspection 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. 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 MANUFACTURER MODEL NO. COMMENTS Concrete Risers Copeland (2) 1’ risers to bring access to grade Contact CBO Inc to order risers. Measure to verify riser height. Pump Chamber Infiltrator® IM-540-1CP-HH 500-gallon, single- compartment poly pump chamber Pump Orenco® PF300511 ½ HP 120 Volt Biotube ProPak Pump Package Orenco® BPP30DD Vault, Filter, Control Panel (demand dose) Tank Risers and Lids Orenco® Double-walled PVC Risers and Lids (24” diameter) ADV Orenco® V6404A 1.5” Inlet and Outlets ADV Riser and Lid Orenco® Double-walled PVC Risers and Lids (30” diameter) Orifice Shields Orenco® OS150 1.5 inch diameter (8 total) Flushing Assembly Orenco® 1.5” diameter (2) 45° or 90° long sweep only (4 total) Chambers Infiltrator® Standard Plus Low Profile 48 ‘Quick 4’ chambers Page 6 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. https://www.garfield-county.com/environmental-health/filesgcco/sites/16/OWTS-Application-Complete- Packet-Dec.-2019.pdf. 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 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 Page 7 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 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 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. Carla Ostberg, MPH, REHS Pump Selection for a Pressurized System - Single Family Residence Project Parameters Discharge Assembly Size Transport Length Before Valve Transport Pipe Class Transport Line Size Distributing Valve Model Transport Length After Valve Transport Pipe Class Transport Pipe Size Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 1.25 65 40 1.50 6404 24 40 1.50 15 0 40 1.50 4 48 40 1.50 5/32 3 5 None 0 inches feet inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity Before Valve Transport Velocity After Valve 0.68 17 11.5 1 1.5 1.8 1.8 gpm gpm % fps fps Frictional Head Losses Loss through Discharge Loss in Transport Before Valve Loss through Valve Loss in Transport after Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 0.9 0.6 2.3 0.2 0.0 0.2 0.0 0.0 feet feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Before Valve Vol of Transport Line After Valve Vol of Manifold Vol of Laterals per Zone Total Vol Before Valve Total Vol After Valve 6.9 2.5 0.0 5.1 6.9 7.6 gals gals gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 11.5 24.2 gpm feet 0 5 10 15 20 25 30 35 400 50 100 150 200 250 300 Net Discharge (gpm) PumpData PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 1Ø 60Hz, 200V 3Ø 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3010 High Head Effluent Pump 30 GPM, 1HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 1Ø 60Hz, 200/230/460V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: 401 CR 137 Legend 401 Co Rd 137 200 ft N ➤➤ N Image © 2024 A ir bus Image © 2024 A irbus Image © 2024 A irbus 4,514 752.3 Map Viewer This product is for informational purposes and may not have been prepared for, or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. 3,5081: Feet5850 Legend 292 Notes Location 585 Date Prepared: 4/1/2024 12:41:39 PM Well Constructed Final Permit Ground Water Geophysical Log Confluence Point Source Water Route Framework County i . t/ ii GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N2 3 1 5 6 t tL.109 8th Street Suite 303 Assessor Parcel No.kjti Glenwood Springs, Colorado 81601 Phone (303) 945 -8212 This does not constitute z 1 t INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit.G s PROPERTY tS ,Owner's Neme' y -F 021,.01 e4 13 Present Address 1 — t" " ^ Phonel" SI V C C 1 . e • s System Location 1 V 4' , t ` Legal Description of Asse sor's Parcel No.r k I) BOC I -tACH- r /E'-P v0 field k c tee G) SYSTEM DESIGN i_ 1 C t AC ,- 1 O k As- CI, Cot — 0 D 5 'J 2 SZ ft U e f T S l 1 LEtICHFS ti 43 R X y sr E 1 0 0 f7 Septic Tank Capacity (gallon)Other ds 11/ .C Percolation Rate (minutes/inch) Number of Bedrooms (or other) A t Required Absorption Area - See Attached i., Special Setback Requirements: t kW Date 9 1 Inspector A ( 1 . 14 O Jii r FINAL SYSTEM INSPECTION AND APPROVAL (as installed)n I Z Call for Inspection (24 hours notice) Before Covering Installation q tI 4 System Installer N 1/ 6 tZ o i ;A ; 1 Septic Tank Capacity 1 2 SO C 0 ,p1 i fh Septic Tank Manufacturer or Trade Name r h S fv Septic Tank Access within 8" of surface i Z A bsorption A rea S 3 a c n)v ,~ I t s t 0 Absorption Area Type and /or Manufacturer or Trade Name Writit 7 A- 4 f o h S ftd 4 f Adequate compliance with County and State regulations/requirements t f t;Other Q J C F zDate 1 _ r ' r 1 Inspector t ?. i; t r RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE I) r *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 1 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con - t nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a SR requirement of the permit and cause for both legal action and revocation of the permit.i a 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material t 6 variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine —13 1 ' months In )ail or both).i i, Yjy ti .,White - APPLICANT Yellow - DEPARTMENT r INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER R fu0c-AV ion tntu ADDRESS 2.(27 c, R 137 6IU+wea Sem PHONE 9 B I LC, CONTRACTOR 5 ADDRESS PHONE PERMIT REQUEST FOR x) NEW INSTALLATION ALTERATION REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: Near what City of Town rIf V Wo Doc. pv isn 4 Size of Lot J D Ifl Legal Description or Address i 6. R 13 le woo. S SVi 0 WASTES TYPE:DWELLING TRANSIENT USE COMMERCIAL OR INDUSTRIAL NON - DOMESTIC WASTES OTHER - DESCRIBE BUILDING OR SERVICE TYPE: rC.S Number of Bedrooms 3 Number of Persons o1 0 Garbage Grinder 0 Automatic Washer 1 Dishwasher SOURCE AND TYPE OF WATER SUPPLY: X) WELL SPRING STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 77//, Was an effort made to connect to the Community System? A.) ( ) A site plan is required to be submitted that indicates the followin¢ MINIMUM distances: Leach Field to Well:100 feet Septic Tank to Well:50 feet Leach Field to Irrigation Ditches, Stream or Water Course:50 feet Septic System to Property Lines:10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN, GROUND CONDITIONS: Depth to first Ground Water Table Percent Ground Slope 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: X) SEPTIC TANK AERATION PLANT VAULT VAULT PRIVY COMPOSTING TOILET RECYCLING, POTABLE USE PIT PRIVY INCINERATION TOILET RECYCLING, OTHER USE CHEMICAL TOILET OTHER - DESCRIBE FINAL DISPOSAL BY: ABSORPTION TRENCH, BED OR PIT EVAPOTRANSPIRATION UNDERGROUND DISPERSAL SAND FILTER ABOVE GROUND DISPERSAL WASTEWATER POND OTHER - DESCRIBE 1 WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? !JO PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No. 1 Minutes per inch in hole NO. 3 Minutes per inch in hole No. 2 Minutes per inch in hole NO. _ Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. Signed -Date 7 44' PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 Gareld County, CO Developed by Account Number   R040233 Parcel Number   212325300004 Acres 42 Land SqFt 0 Tax Area 123 2019 Mill Levy 73.2720 Physical Address   401 137 COUNTY RD   GLENWOOD SPRINGS 81601 Owner Address   BALCOMB, JENNIFER RUTH 401 COUNTY ROAD 137 GLENWOOD SPRINGS CO 81601 2019 Total Actual Value   $951,220 Last 2 Sales Date  Price   10/1/2004  $421,000   5/17/1994  $100,000   Date created: 4/1/2024 Last Data Uploaded: 4/1/2024 2:08:39 AM 1,520 ft Overview Legend Parcels Roads Parcel/Account Numbers Owner Name Lakes & Rivers County Boundary Line 4/1/24, 12:05 PM qPublic.net - Garfield County, CO - Property Record Card: R040233 https://qpublic.schneidercorp.com/Application.aspx?AppID=1038&LayerID=22381&PageTypeID=4&PageID=9447&Q=272559467&KeyValue=R040233 1/4 View Map BALCOMB, JENNIFER RUTH 401 COUNTY ROAD 137 GLENWOOD SPRINGS CO 81601 Building #1 Units 1 Building Type SFR Abstract Codes / (Property Type)SINGLE FAM.RES-IMPROVEMTS-1212 (RESIDENTIAL PROPERTY) Architectural Style 1 1/2 STRY Stories 2 Frame WOOD FRAME Actual Year Built 1999 Gross Living Area 2,398 Total Heated SqFt 2,398 Bedrooms 3 Baths 3.5 Heating Fuel GAS Heating Type HT WTR RAD Air Conditioning NONE Roof Type GABLE Roof Cover COMP SHNGL Building #2 Units 1 Building Type SFR Abstract Codes / (Property Type)SINGLE FAM.RES-IMPROVEMTS-1212 (RESIDENTIAL PROPERTY) Architectural Style RECREATIONAL CABIN Stories 1 Frame WOOD FRAME Actual Year Built 1939 Gross Living Area 561 Total Heated SqFt 561 Bedrooms 1 Baths 1 Heating Fuel WOOD Heating Type WOOD STOVE Air Conditioning NONE Roof Type GABLE Roof Cover COMP SHNGL Summary Account R040233 Parcel 212325300004 Property Address 401 137 COUNTY RD, GLENWOOD SPRINGS, CO   81601 Legal Description Section: 25 Township: 5 Range: 90 ALL THAT PT OF W1/2SW LYING WLY OF CO RD 137 Acres 42.11 Land SqFt 0 Tax Area 123 Mill Levy 73.2720 Subdivision Owner Land Unit Type SINGLE FAM.RES.-LAND - 1112 (RESIDENTIAL PROPERTY) Square Feet 0 Buildings Gareld County, CO 4/1/24, 12:05 PM qPublic.net - Garfield County, CO - Property Record Card: R040233 https://qpublic.schneidercorp.com/Application.aspx?AppID=1038&LayerID=22381&PageTypeID=4&PageID=9447&Q=272559467&KeyValue=R040233 2/4 Assessed Year 2024 2023 2022 Land Actual $125,000.00 $117,770.00 $130,000.00 Improvement Actual $826,220.00 $778,450.00 $756,560.00 Total Actual $951,220.00 $896,220.00 $886,560.00 Assessed Year 2024 2023 2022 Land Assessed $8,380.00 $7,890.00 $9,040.00 Improvement Assessed $55,360.00 $52,160.00 $52,580.00 Total Assessed $63,740.00 $60,050.00 $61,620.00 Tax Year 2023 2022 2021 2020 Taxes Billed $4,400.00 $4,959.72 $5,037.80 $3,585.00 Click here to view the tax information for this parcel on the Gareld County Treasurer's website. Sale Date Deed Type Reception Number Book - Page Sale Price 9/11/2012 QUIT CLAIM DEED 824014  $0 12/28/2005 CONSERVATION EASEMENT 689243 1759-101 $0 10/1/2004 WARRANTY DEED 660905 1627-498 $421,000 8/18/2004 EASEMENT 658127 1614-919 $0 3/31/2000 QUIT CLAIM DEED 561442 1180-380 $0 11/12/1998 QUIT CLAIM DEED 535419 1098-0172 $0 10/17/1997 QUIT CLAIM DEED 515340 1039-0466 $0 5/17/1994 WARRANTY DEED 463241 0902-0698 $100,000 5/17/1994 WARRANTY DEED 463240 0902-0697 $0 9/27/1990 BARGAIN AND SALE DEED 417477 0789-0795 $0 7/28/1989 QUIT CLAIM DEED 404088 0759-0621 $0 7/28/1989 WARRANTY DEED 404086 0759-0618 $0 7/28/1989 PERSONAL REP DEED 404083 0759-0610 $0 8/14/1963 WARRANTY DEED 241897 0397-0141 $0 Click here to view Property Related Public Documents Actual Values Assessed Values Tax History Transfers Property Related Public Documents Photos Sketches 4/1/24, 12:05 PM qPublic.net - Garfield County, CO - Property Record Card: R040233 https://qpublic.schneidercorp.com/Application.aspx?AppID=1038&LayerID=22381&PageTypeID=4&PageID=9447&Q=272559467&KeyValue=R040233 3/4 4/1/24, 12:05 PM qPublic.net - Garfield County, CO - Property Record Card: R040233 https://qpublic.schneidercorp.com/Application.aspx?AppID=1038&LayerID=22381&PageTypeID=4&PageID=9447&Q=272559467&KeyValue=R040233 4/4 The Gareld County Assessor's Ofce makes every effort to produce the most accurate information possible. 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