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HomeMy WebLinkAboutOWTS DesignCI O.", MIA July 12, 2021 Glenn Beaton glennbeaton(a�gmail. com CBO INC. 129 CAiNs LANE CARSONDALE. CO 81623 970.309.5259 CARLA.OSTBLRG@GMAT L.COM Subsurface Investigation and Onsite Wastewater Treatment System Design 4 -Bedroom Residence + 1 Future Bedroom Lot RR -1, Elk Springs Subdivision 124 Juniper Drive Garfield County, Colorado Glenn, Project No. C1587 CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 47.11 -acre property is located outside of Glenwood Springs, in an area where OWTSs are necessary. The building footprint was updated and previous design documents dated February 26, 2021 should be discarded and replaced with these dated July 12, 2021. Legal Description: Quarter: SW Section: 36 Township: 6 Range: 89 Subdivision: ELK SPRINGS, LOS AMIGOS FLG 8 PH 2 Lot: RR1 Parcel ID: 2185-363-12-001 SITE CONDITIONS The property is currently undeveloped. A 4 -bedroom residence is proposed. The OWTS design will accommodate up to a 5 -bedroom residence. The residence will be served potable water from the Elk Springs community water system. The water line will come in from the subdivision road to the north, along the driveway. No OWTS component will come within 25 -feet from water line. The proposed sail treatment area (STA) location has an approximate 8 — 10% percent slope to the southwest. The proposed area sparsely wooded 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 January 29, 2021 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 the Test Pit #1 consisted of medium brown topsoil to 2.0 -feet, underlain by light brown to tan calcareous clay matrix to a maximum depth explored of 5.5 -feet. Digging was difficult ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Pate with a small machine. No bedrock or groundwater was encountered. The materials encountered in the Test Pit #2 consisted of medium brown topsoil to 2.0 -feet, underlain by light brown to tan calcareous clay matrix to a maximum depth explored of 7.0 -feet. No bedrock or groundwater was encountered. A sample of the soils 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 both gritty and smooth. STA sizing is based on Soil Type 2 with moderate structure grade. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS. Test Pit #1 Sieved sample Page 3 Y 1 ribbon less than 1 -inch View of Test Pit #1 r f ' r f _ AIV_ Page y Test Pit #2 SIG DEN SPECIFICATIONS /be Design Calculations: Average Design Flow = 75 GPD x 2 people droom x 3 Bedrooms + 150 GPD (411 and 511 bedrooms) = 600 GPD LTAR = 0.6 GPD/SF 600 GPD 10.6 GPD/SF x 1,0 (gravity trenches) x 0.7 (chambers) = 700 SF The OWTS design is based on 5 -bedrooms. An average daily wastewater flow of 600 GPD will be used. Page 6 For the purposes of this OWTS design, Benchmark Elevation at 0' 0" (6902') as the east wing lower -level garage floor. The sewer line will likely exit the east wing lower -level foundation at approximately 6900'. 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 Approx. 6898' / Approx. horizontal distance 47' / Septic Tank min. 2% fall to septic tank / min. 11.75" fall Distribution Box Approx. horizontal distance 9' / min. 1% fall / min. 1.125" fall Infiltrative Surface (farthest trench) Approx. horizontal distance 35' / min. 1% fall to Biotube Effluent Filter trench / min. 4.375 fall" The 4 -inch diameter SDR -35 sewer line exiting the residence must have a double -sweep clean out and a minimum 2% grade to the septic tank. The system installation must include a 1500 -gallon, two-compartment poly 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 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 bed. Each trench will consist of 15 'Quick 4' Standard Plus Infiltrator® chambers for a total of 720 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 MANUFACTURER MODEL NO. COMMENTS Septic Tank Infiltrator® IM-1530-2CP 1500 -gallon, 2 -compartment poly septic tank Biotube Effluent Filter Orenco® Full Size Effluent Filter and housing Tank Risers and Lids Orenco® Double -walled PVC Risers and Lids (24" diameter) Distribution Box PolyLok Distribution box, flow ualizers, risers, lid Chambers Infiltrator® Standard Plus 60 'Quick 4' Standard Plus Chambers 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 7 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 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. Page 8 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. 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. eavt Cd, Carla Ostberg, MPH, REHS 1530 Gallon Two Compartment Item # IM-1530-2CP Infiltrator® Poly Tank 175.6" TOP VIEW 24" ACCESS PORT IF Will ""VUes IRM WITH LOCKING LID (3) INLET OUTLET 1 r. BAFFLE WALL 1 4" FIBERGLASS 44" SUPPORT BAFFLE SLOT 2/3 TOTAL VOL 113 TOTAL VOL — SIDE VIEW • Compliant with CSA and IAPMO Standards • PVC risers available • Secondary safety screen available with PVC riser • Maximum burial depth is 48" • Minumum burial depth is 6" • Tank is not rated for vehicular traffic loading • Exterior of manhole cover includes the following warning: "DANGER DO NOT ENTER: POISON GASES" Digging Specs j Invert _I Dimensions 16' Long x 7' Wide Inlet Outlet I Length Width Height 43" bi 1 47" j 44" 1175.6" 61.7" 54.5" Water & rOPWAWastewater V • systems •Products Y ST9 Inc. • Service CNK TOP CONTINUOUS HALF ELAS GASKET TANK INTERIOR '- — SEAM CLIP (86)TOMETRIC ALIGNMENT DOWEL (46)TANK BOTTOM HALF ® MID -HEIGHT SEAM SECTION DETAIL OU.." TM^ SEAM CLIP LIFTINGSTRAP (TYPICAL) END VIEW CINFILTRATOR' septic tanks INNLTRAT'OM SY511MI WI Net Net Weight - 1st Comp. 501 lbs. 1006 gal 1 503 gal 1509 gal (719) 395-6784 28005 Co. Ftd• 317 P.O. BOX925 Fax: (719) 395-3727 Buena Vista' CO 81211 Website: Www.vaneyprecastaom Email: frontdesk@valleyprecastcom Residential Biotube' Effluent Filters Applications Our patented* 4 -in. (I00 -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 duality and extending the life of residential drainf elds. 4 -ins. (100 -mm) Biotube Effluent Filter 4 -in. (100-ne7n) Biotube jr. (4 -in. Biotube cartridge avail- able sepaintel), as Insert Filter) .l 8477. (200 -nim) Base Inlet Filter 4 -in. (100-n7777) Insert Filter Orencos 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-m7n) Biotube jr:, at 15a6rthe 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 4,439,3?3 To Order Call your nearest Orenco Systems, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to wwworenco.com and click on "Distributor Locator." APS -R-1 Rev, 3.4 ©11/19 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. Orenco Systems" Incorporated Changing the Way the Mora Doer Masi neater" www.crenco.com Nomenclatures 4 -in. Biotube Filter (standard) FTD004❑❑-❑❑0 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" fiilraUon P = 1/16" filtration Biotube effluent tiller 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 I Housing height: 22" standard Filter diameter (Inches) 08 = 8" Blank = 118" filtration P = 1116" filtration I $iatube effluent filter series Also available with coupling and sleeve as a "kit FT-OVFRFLOWKIT 4 -in. Biotube Jr. (includes cartridge and housing) FT J ❑ 04 18 = F001... : Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filter diameter (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Blank = 1/a" filtration P 1116" filtration I Junior series Biotube effluent filter series 4 -in. Biotube Filter Insert (cartridge only) M 004 18 -❑-0 I Far customized options {a.g., NC indicates North Cantina regions) w = fits Type 3034 outlet tee 5 = fits Schedule 40 outlet tee Cartridge height (inches) Filter diameter (inches) Blank = 118" filtration P = 1)16" filtration i Insert Bintuhe effluent tiller series 4 -in. Biotube 4 -in. Biotube Jr. Effluent Filter Bible Ss StE Op SE Air v 3e° fi Solid Filter h Distributed By: Double Walled PVC Riser & Lid Options Poly Lid (Static load tested to 5000 lbs) • Skid resistance surface • Available in green • Highest level of UV Protection included • Includes a foam gasket for airtight and watertight applications • Includes square drive screws to discourage unauthorized entry • Insulation panels achieve R-10 insulation rating Double Walled PVC Riser Insulation Standard Orenco ® DuraFiberrm Access Lids (FLD) Not recommended for vehicular traffic 24" and 30" Diameters • Solid, resin -infused fiberglass constriction • 20,000 -Ib breaking strength • . Standard green or brown colors • Available with or without urethane lid gasket • Available with carbon filtration • 4 stainless steel flathead socket cap screws & hex key wrench • Insulated lids available - 2" or 4" • Available in 24" and 30" Diameter • Cut to length • Sold in +/- 2" increments • Must be cut between ribs 1 Water & Wastewater • Systems • Products Inc. • Service (719) 3956764 28005 Co. Rd. 317 P.O. BcxG25 Fax: (719) 395-3727 Buerm Vista' CD 81211 Website: www.valleyprecastcum Email: fronfidesk@valleyprecastcom POLYLOK DISTRIBUTION BOX, RISERS, AND LID UD -BOX 6 & UD -BOX 8 16" 11111111 SIDE CUT OUT TO ACCEPT POLYLOK SEAL NO.3001 UD -BOX 6" RISER UD -BOX 121' RISER 20" COVER FOR RISER & D -BOX D -BOX SEAL (EVERY D8D%COL ES VATH 4 SEAM NOT TO SCALE WIN NOT TO SCALE POLYLOCK EQUALIZER "V -NOTCH" WEIR WEIR SHAPE IS SELF LEVELIND 0 RIBS PROVIDE FRICTION FR FOR ALL4' PIPE ID NOT TO SCALE GASKETED SEAL ON LID & RISER Water & (719) 395'6764 28005 Co. Rd' 317 Wastewater P.O. BoKM5 40 • Systems Buem Vsla, 0081211 VALLEY • Products Fax: (719) 395-3727 07 PRECAST, Inc. • Service Website: www.valleyprecasLoom Small: frontdesk@mlleyprecastoom Oki Vow". Quick4 Plus All -in -One Periscope Center Structural Columns Quick4 Plus All -ire -One 12 Endcap 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 Connection TI which permits 10 -degree turns, right and 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. Quick4 Plus Standard Chamber • 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 10,000 lbs/axle with 12" of cover Quick4 Plus All -in -One 12 Endcap • May be used at the end of chamber row for an inlet/ outlet or can be installed mid -trench • Mid -trench connection feature aliows 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 Quick4 Plus All -in -One Periscope • Allows for raised invert installations • 180° directional inletting • Twelve inch raised invert great for serial applications _Ovic*4. PL US Quick4 Plus Standard Chamber Side and End Views 48" (EFFECTIVE LENGTH) 34" —moi Quick4 Plus All -in -ane 12 Encap Front. Side and End Vier, - 11.2"1 8" 1NV{ ERT �- 18.2" Quick4 Plus Ali -in -One Periscope Tfl� v �r�aaaa1a5.3" INVERT QUi PLUS AL4-IN-ONEPERISCOP 1360 -SWIVEL } 12.7" INVERT auii PLUS ALL4N-0NE 72 ENCCAP Quick4 Plus Standard Chamber Specifications Size (W x L, x H) ............. 34" x 53" x 12" (86 cm x 135 cm x 31 crit) Effective Length........................................................ 48" 122 I R 6" 5„ � 9" 11 Invert Height .............._- g ...0,6",5."3,8.0", 127' (1.5 1 8.4 cm, 18.5 cm, 22.6 cm) INFILTRATOR SYSTEMS, INC. STANDARD LIMITED WARRANTY {a) The structural integrity of each chamber, end plate. wedge and other accessory manufactured by Infiltrator ( "Units'). when Installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's Instructions, is warranted to the original purchaser ("Holder') against defective materials and workmanship for one year trom the dale that the septic permit Is issued for the septic syslem containing the Units: provided, however, that i1 a septic permit is not required by applicable taw. the warranty period will begin upon the date that installation of the septic system commences- To exercise its warranty rights, Halder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook. Conne 'lie ut within fifteen (15) days of the alleged detect. Infiltrator will supply rep€acement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal andier installation of the Units. (b)THE LIM€TED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE- THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS. INCLUDING NO IMPLIED WARRANTIES OF MERCHANTAIDLITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limned Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiftrator. The Limited Warranty does not extend to incidental. consequenlia€. special or indirect damages_ Infiltrator shall not be rabid for penalties or liquidated damages, including loss of production and profits, labor and materials. overhead costs, or other losses or expenses incurred by the Hilder or any third party. Specificafly 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 mshuciions; 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 suing or improper siZmg, 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 Infiltratcr be responsible for any loss or damage to [he 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 he installed in accordance with M site conditions required by slate and local codes: all other applicable fawn, and Infiltralor's installation instructions. (d) No represenialive of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Halder. The above represents the Standard Limited Warranty offered by Intillrafor. A limited number of slates and counties have different warranty requirements- Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Sayhrook, Connecticut pnor to such purchase, to obtain a copy of the applicable warranty. and should carefully read that warranty prior to the purchase of Units. 4r INFILTRATOR" systErflS inn 6 Business Park Road • P.O. Bax 768 Old Saybrook, CT 06475 860.577.7000 • FAX 860.577.7001 800.221.4436 www.infiitratorsystems.com U.S. Patents-. 4,759.661; 5.017,041: 5,156,488; 5.338.417. 5.407.716: 5.401.459; 5.511.903: 5.716 163..5.586.778. 5.639.844 -- Canadian Paienls 1.329.959: 2.004.564 Other patents pending Infiltrator Equalizer, Quick4 and Quick4 Plus are registered trademarks at Infiltrator Systems Inc. Infiltrator is a registered trademark in France Infiltrator Systems Inc is a registered trademark in Mexico. Contour Swivel Connection Is a trademark of Infiltrator Systems Inc. © 2009 Infiltrator Systems Inc. Printed in U.S.A. PLUS0510101SI-2 gPubllc.net"' Garfield County, CO .. , �... _ 0 2019TotaIActua1 $204,980 Last2Sales Number Address Value Date Price Parcel 218536312001 GLENWOODSPRINGS 81601 12/11/2020 $800,000 tis 218536113081 Owner 124 JUNIPER DRIVE LLC 12/27/2018 $0 Acres 47 Address 2001 LINCOLN STREET UNIT RINGS HOMEOWNERS ASSOCIATION INC LandSgFt 0 .jLs' k Y. 2513 {I Tax Area 011 DENVER C 0 80202 2019 Mill Levy 75.5380 �y y Date created: 2/27/2021 -.� to r � ._ r ��• i� - Last Data Uploaded: 2/27/20212:05:37AM E t Overview Legend Parcels Roads Parcel/Account Numbers Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Owner Name Lakes & Rivers — County Boundary Line Account R082838 Physical 0 2019TotaIActua1 $204,980 Last2Sales Number Address Value Date Price Parcel 218536312001 GLENWOODSPRINGS 81601 12/11/2020 $800,000 Number Owner 124 JUNIPER DRIVE LLC 12/27/2018 $0 Acres 47 Address 2001 LINCOLN STREET UNIT LandSgFt 0 2513 Tax Area 011 DENVER C 0 80202 2019 Mill Levy 75.5380 Date created: 2/27/2021 Last Data Uploaded: 2/27/20212:05:37AM Developed by4v Schneider JGEOSPATIAL