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HomeMy WebLinkAboutEngineer's OWTS Design Report 01.28.2020ALL 33 Four Wheel Drive Rd Carbondale, Co 81623 970-309-5259 January 28, 2020 David Jones drichmondjones@gmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design 6 -Bedroom Residence 6809 CR 214 Garfield County, Colorado David, Project No. C1419 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 29.184 -acre property is located outside of New Castle, in an area where OWTSs and wells are necessary. Original design documents dated December 22, 2018 should be discarded and replaced with these dated January 28, 2020. Legal Description: Section: 4 Township: 6 Range: 91 A TR IN LOT 3 AKA LOT 1 HAYES EXEMPTION PLAT Parcel ID: 2181-042-00-223 SITE CONDITIONS A 3 -bedroom, single-family residence presently exists on the property. The residence is served by an existing OWTS. We were able to find two files regarding septic systems associated with this property from Garfield County Community Development. Individual Sewage Disposal System Permits 1439 and 1438 were attached to the subject file; however, we do not believe either of these systems are associated with the subject residence. Different addresses are noted on both permits. A remodel to the existing residence is proposed that will result in 6 bedrooms. The existing OWTS will be abandoned and replaced with this proposed system. The residence is served potable water from a well located on the neighboring property to the east. The well is located greater than 50 -feet from the proposed septic tank and greater than 100 -feet from the proposed soil treatment area (STA). No water line will come within 25 -feet of any proposed OWTS component. The property slopes to the southwest toward the Colorado River. The proposed STA is in a yard area with less than a 10% slope. We recommend discontinuing or limiting irrigation in this area once the new STA is installed. No site plan was provided for preparation of this design. The information used to create the drawings provided with this design are approximate and it is the responsibility of the property owner to locate and verify property boundaries to assure the required 10 -foot setback is maintained. This office accepts no responsibility for verification of property lines. This design does not take the place of a survey. Page 2 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 21, 2018 by digging two soil profile test pit excavation (Test Pit). 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 medium brown loam with moderate structure grade, underlain by medium brown loam with weak structure grade to a maximum depth explored of 10.0 -feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 were consistent with those in Test Pit #1. The test pit was explored to a maximum depth explored of 10.0 -feet. No bedrock or groundwater was encountered. A tactile analysis of the soils was taken from Test Pit #1 at 3 -feet below grade. Soil structure grade below 3.0 -feet was weak. The soil formed a ball and a ribbon approximately 1 -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 2A, Loam with weak structure grade. A long term acceptance rate (LTAR) of 0.5 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1, Soil Type 2A presented in the Garfield County On -Site Wastewater Treatment System Regulations. Test Pit #1 sidewall ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Sieved sample Test Pit #2 Backfill view of Test Pit #2 and Test Pit #1 (behind) Page 4 DESIGN SPECIFICATIONS The existing OWTS serving the residence will be abandoned. The existing septic tank must be pumped and top, bottom, and sides crushed and collapsed. The remaining void must be filled with on site material. The STA can be abandoned in place. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + [225 GPD (4th, 5thand 6th bedrooms)] = 675 GPD LTAR = 0.5 GPD/SF 675 GPD / 0.5 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 945 SF The new OWTS design is based on 6 -bedrooms. An average daily wastewater flow of 675 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as 100' at the existing sewer line elevation where it exits the residence. ALL SERIVE septic, LLC 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 Min. 98.5' (approx. 72' @ 2% = 18") Distribution Box Min. 97' (approx. 82' @ 1% = 10.9") Infiltrative Surface Min. 96' (approx. 5' @ 1% = <1") The existing sewer line may remain in use if found to be in good condition. We recommend exploring this sewer line with a camera. If the sewer line is found to be cast iron or in poor condition, it should be replaced. A double -sweep clean out must be installed within 5 -feet of the residence. Any portion of the sewer line under a driveway or traffic area should be minimum Schedule 40. The system installation must include a 2000 -gallon, two-compartment concrete septic tank with an effluent filter on the outlet tee. 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 five 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 16 `Quick 4' Standard Plus Infiltrator® chambers for a total of 960 square feet of infiltrative area. There must be at least 4 -feet of undisturbed soil between each trench, although we recommend at least 6 -feet. Infiltrative area must be between 2 -feet and 4 -feet below grade; however, we recommend installation between 2 and 3 -feet to keep the installation shallow. Each trench should follow the topography as closely as possible to minimize variation in burial depth from front to back of 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. The existing STA location is unknown. If any portion of the existing STA is encountered during construction of the new OWTS, this office must be notified. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. 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. Page 5 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 irritation 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 backfilled STAs. 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 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 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. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC 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. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. Page 6 LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC 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, ALL SERVICE septic, LLC Owl, Co ()V ivAs Carla Ostberg, MPH, REHS ,.••• HEfi•'•F'�'si Reviewed By: : Q�9 ; Fv f mit i i‘ F•..•.•• 1/31/2020 Richard H. 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Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • 4' Maximum bury depth ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 3'-0" 1'-0" 3'-0" 2'-0" 4'-0" 3'-0" 4'-0" DRY 4'-0" Digging Specs 15' Long x 8' Wide 56" below inlet FIe • _ Boot 6 162" 56" TANK ID 20" Clear Axes v■ IJ Risers to Grade -*)141100 1 = utyl Rubber Sealant 157" Invert Dimensions Net Capacity Inlet Outlet Length 56" 53" 162" Width 78" Height Inlet Side Outlet Total 53" Net Weight Lid Tank Total 68" 1559 gal 507 gal 2066 gal 5420 lbs 15530 lbs 20950 lbs NOVALLEY ❑ PRECAST, Inc. Buena Vista, Colorado Phone: 719-395-6764 Fax: 719-395-3727 Website: www.valleyprecastcom Email: frontdesk©valleyprecastcom Residential Biotube® Effluent Filters Applications Our patented* 4 -in. (100 -mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. 4 -in. (100 -mm) Biotube Effluent Filter 4 -in. (100 -mm) Biotube Jr. (4 -in. Biotube cartridge avail- able separately as Insert Filter) 8 -in. (200 -mm) 4 -in. (100 -mm) Base Inlet Filter Insert Filter Orenco's superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4 -in. (100 -mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4 -in. (100 -mm) Biotube Jr, at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low profile tanks, there's the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on "Distributor Locator." APS -FT -1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. Standard Features & Benefits • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal Optional Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion -proof construction, to ensure long life • Lifetime warranty Biotube Filtering Process Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes' entire surface for filtering. Particles larger than the Biotube's mesh are prevented from leaving the tank. Cal Orenco Systems" I ncorporated Changing the Way the World Does Wastewater° www.orenco.com Nomenclatures 4 -in. Biotube Filter (standard) FT 04 I Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard Housing height: 36" and 44" are standard Filter diameter (inches) W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe Blank = 1/8" filtration P = 1/16" filtration Biotube effluent filter series 8 -in. Biotube Filter (base inlet model) FT 08 22 -14 B Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model Cartridge height: 14" standard Housing height: 22" standard Filte diameter (inches) 08 = 8" Blank = 1/8" filtration P = 1/16" filtration Biotube effluent filter series * Also available with coupling and sleeve as a "kit": FT-OVERFLOWKIT 4 -in. Biotube Jr. (includes cartridge and housing) FT J 04 18 Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filte diameter (inches) fits Type 3034 outlet tee fits Schedule 40 outlet tee W= s= Blank = 1/8" filtration P = 1/16" filtration Junior series Biotube effluent filter series 4 -in. Biotube Filter Insert (cartridge only) FTi 0418 - For customized options (e.g., NC indicates North Carolina regions) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Cartridge height (inches) Filte diameter (inches) Blank = 1/8" filtration P = 1/16" filtration Insert Biotube effluent filter series 4 -in. Biotube Effluent Filter Extendible PVC handle 4 -in. Biotube Jr. Stainless steel set screws Top seal plate Air vents Biotubefilter cartridge )000( Solid base — Riser a wall Filter housing / Distributed By: Item # DBox 8C Concrete Distribution Box (1 inlet, 7 outlets) & Riser 1 1 15" Top View - 28" I 4 0 4 0 /<==. --t ❑— 4 r 1 15" 12" Th 4 4 4 End View Riser Section nock Down Baffle 28" - 15" b „ 4 el 4 A 4 d 4 4 ° 4 4 44 d 4 4 Side View 12" End View II Section View 28" 25" -� 4 14" ❑00 5" 28" „ `11/2u Lid View • 6000 PSI Concrete • 7 Outlet equal flow • Slide -in Baffle • 4" Pipe penetration ports • Connectors cast into the box • 12" Riser available Weight: D -Box with Baffle - 200 lbs D -Box Lid - 75 lbs D -Box Riser -140 lbs Water & (719) 395.6764 28005 Rd. 317 Wastewater P.O. Boot 925 NOVALLEY • • P ucts Fax: (719) 395-3727Buena V 0081211 PRECAST, Inc. • Service Website: www.valleyprecast.00m Email: frontdesk©valleyprecast.00m THIS WEIR SHAPE IS SELF LEVELING THESE RIBS PROVIDE FRICTION FIT FOR ALL 4" PIPE ID 1.73 [4.4 cm .09 -.2 cm - i1 1.05 12.7 cm- Boat :1-°�1' Ilill'1 GEAR AND RACK PROVIDES POSITIVE ONE TIME LEVELING POLYLOK EQUALIZER PART NO. - 3049 MATERIAL - FILLED POLYPROPYLENE INFILTRATOR' water technologies Quick4 Plusu Series The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36 -inch -wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connectiono which permits turns up to 15 -degrees, right or left. It is also available in four -foot lengths to provide optimal installation flexibility. The Quick4 Plus All -in -One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength Quick4 Plus Standard Chamber Specifications Size 340VV x 530L x 120H (864 mm x 1346 mm x 305 mm) Effective Length 480 (1219 mm) Louver Height 80 (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.60 (15 mm), 5.30 (135 mm), 8.00 (203 mm), 12.70 (323 mm) Quick4PLUS CHAMBER SYSTEMS The Quick4® Plus Standard Chamber Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four -foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 120 of cover Quick4 Plus All -in -One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid -trench • Mid -trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center -feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top APPROVED in Quick4 Plus All -in -One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 120 raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical i R� Officials (IAPMO) (�J Quick4 PlusU Series Quick4 Plus Standard Chamber Quick47s CHAMBER SYSTEMS 34" Quick4 Plus All -in -One 12 Endcap 48" EFFECTIVE LENGTH PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 13" 33" FRONT VIEW Quick4 Plus All -in -One Periscope QUICK4 PLUS ALL -IN -ONE PERISCOPE /.1/ (360° SWIVEL) 12.7" INVERT 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 INFILTRATOR° 88002210-443 6 360-577-'00' www.infiltratorwater.com water technologies SIDE VIEW INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator (Wnits0), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltratorl instructions, is warranted to the original purchaser (I]Holderf) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltratorl liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator[ installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator0u Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra -Rib is a trademark of IPEX Inc. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A. PLUS05 0713 Contact Infiltrator Water TechnologiesoTechnical Services Department for assistance at 1-800-221-4436 Google Maps Google Maps Page 1 of 1 Map data ©2018 Google 20 ft https://www.google.com/maps/@39.5607261,-107.563793,82m/data=!3m1 ! 1e3 12/6/2018 1 Untitled Map Legend Google Earth 3000 ft CGarfield County Garfield County Land Explorer Garfield County, Colorado Garfield County Land Explorer Printed by Web User 1 inch = 376 feet 1 inch = 0.07 miles w 0.05 0.1 0.2 Miles Garfield County Colorado Garfield County www.garfield-county.com Colorado Disclaimer This is a compilation of records as they appear in the Garfield County Offices affecting the area shown. This drawing is to be used only for reference purposes and the County is not responsible for any inaccuracies herein contained. © Copyright Garfield County, Colorado 1 All Rights Reserved Printed: 12/22/2018 at 1:55:35 PM Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.9134 1 (F) 970.945.3953 1 (E) (warder@garfield-county.com Account Information Account: R130299 Parcel: 218104200223 Owner Name: JONES, ABIGAIL Owner Address: 6809 COUNTY ROAD 214, NEW CASTLE, CO, 81647 Property Address: 6809 214 COUNTY RD, NEW CASTLE Legal: Section: 4 Township: 6 Range: 91 A TR IN LOT 3 AKA LOT 1 HAYES EXEMPTION PLAT Tax Area: 013 Subdivision: Sales Information Date Deed Type Doc Number Grantor Grantee Amount 10/11/2016 WD 883651 FRIGGE LIVING TRUST JONES, ABIGAIL 450,000 09/25/1997 WD 257,500 Taxable Values History Year Land Actual Imp Actual Total Actual Land Assessed Imp Assessed Total Assessed 2017 123,000 334,570 457,570 8,860 24,090 32,950 2016 156,000 313,830 469,830 12,420 24,980 37,400 2015 156,000 313,830 469,830 12,420 24,980 37,400 Property Details Model Attribute Name Attribute Value LAND 0 ABSTRACT CODE SINGLE FAM.RES.-LAND AREA_ACRES 29.184 AREA_SQFT 0 NEIGHBORHOOD TRACTS, PEACH VALLEY Model RESI 0 XFOB 0 XFOB 1 XFOB 2 Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.9134 1 (F) 970.945.3953 1 (E) (warder@garfield-county.com Attribute Name Attribute Value BUILDING_TYPE SFR UNITS 1 ABSTRACT_CODE SINGLE FAM.RES-IMPROVEMTS ACT_YEAR_BLT 1981 H EATE DAREA 2964 FINBSMTAREA 1470 BASEMENTAREA 1470 BATHS 2.75 BEDROOMS 3 ARCH STYLE 1-STRY/BSM ROOMS 6 AREA_UNITS 1 NEIGHBORHOOD TRACTS, PEACH VALLEY FRAME WOOD FRAME AIRCOND NONE HEATING_FUEL GAS HEATING_TYPE HOT WATER ROOF_COVER COMP SHNGL ROOF_STRUCTUR GABLE STORIES 1 BUILDING_NO 1 ABSTRACT_CODE SINGLE FAM.RES-IMPROVEMTS ACT_YEAR_BLT 1985 XFOB_CODE PERMANENT IN GROUND HOT TUB NEIGHBORHOOD TRACTS, PEACH VALLEY AREA_UNITS 0 BUILDING_NO 1 ABSTRACT_CODE SINGLE FAM.RES-IMPROVEMTS ACT_YEAR_BLT 1981 NEIGHBORHOOD TRACTS, PEACH VALLEY XFOB_CODE OPEN PORCH 101-250 SF AREA_UNITS 0 ABSTRACT_CODE SINGLE FAM.RES-IMPROVEMTS BUILDING_NO 1 ACT_YEAR_BLT 1981 XFOB_CODE GARAGE 400-576 SF NEIGHBORHOOD TRACTS, PEACH VALLEY AREA_UNITS 0 Model Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.9134 1 (F) 970.945.3953 1 (E) (warder@garfield-county.com Attribute Name Attribute Value XFOB 3 ABSTRACT_CODE SINGLE FAM.RES-IMPROVEMTS BUILDING_NO 1 ACT_YEAR_BLT 1985 NEIGHBORHOOD TRACTS, PEACH VALLEY XFOB_CODE BALCONY 251+ SF AREA_UNITS 0 XFOB 4 ABSTRACT_CODE BUILDING_NO ACT_YEAR_BLT XFOB_CODE NEIGHBORHOOD AREA_UNITS Property Images SINGLE FAM.RES-IMPROVEMTS 1 1965 SHED GOOD QUALITY TRACTS, PEACH VALLEY 0 14°701 sr 20.0 F«OFOa moo¢ 3.24 0 if �a wW FOR 1