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HomeMy WebLinkAboutOWTS Design Report 10.19.2025C-41HO �'' ii SP:I�TIC CONSC?L'I`7NCi October 19, 2025 Ham Dubois Ham. d8(cb-hotmail.com 129 CAINs LANE CARBONDALE, CO 81 623 970.309.5259 CARLA.OSTBERG@GMAIL.COM Subsurface Investigation and Onsite Wastewater Treatment System Design 3-Bedroom Residence 405 Mid Valley Drive Garfield County, Colorado Ham, Project No. C1995 CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 5.9-acre property is located outside of New Castle, in an area where OWTSs and wells are necessary. Legal Description: Section: 7 Township: 6 Range: 91 A TR IN LOTS 5 & 9 Subdivision: H.& B. MINOR Lot: 0 AND:- Lot: 7-13 PARCEL 7-13 AKA (5.90)AC Parcel ID: 2181-073-02-006 SITE CONDITIONS The property is currently developed with a 3-bedroom residence which is served by an existing OWTS. The existing OWTS consists of a 1000-gallon, two -compartment concrete septic tank followed by an 18' x 55' x 6' deep gravel soil treatment area (STA). Garfield County Individual Sewage Disposal System (ISDS) Permit 1744 documents the system. The system was sized to accommodate 3 bedrooms. The permit received final approval on June 6, 1990. The system is experiencing slow draining and there is a desire to replace it with the system described in this design. The residence is served by a private well on the property. The well is located to the east of the residence. 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). We have approximated the well location on our site based on information obtained from the Colorado Division of Water Resources Website. The Colorado River runs to the north of the property. No OWTS component will come within 50-feet of the river. The proposed soil treatment area (STA) location is relatively flat and parallels the west property boundary. There is an existing berm and a garden in this area. The proposed STA will fit between the berm and the existing fencing for the garden will be adjusted so no portion of the STA is within the irrigated garden area. We have created a site plan with resources available to us, to the best of our ability. We used information obtained from Google Earth images, Garfield County GIS, and Colorado Division of Water Resources. The site plan is not the result 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 October 16, 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 medium brown loamy topsoil to 6-inches, underlain by medium brown silt clay loam with density increasing with depth to a maximum depth explored of 7.0- feet. Alluvial sand and gravels were present just below 7.0-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 were consistent with those encountered in Test Pit #1. Test Pit #2 was excavated to a maximum depth explored of 7.0-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 to weak. The soil formed a ball and a ribbon less 1 to 2-inches in length before breaking. Soil structure shape was blocky and consistence was extremely firm. Soil texture was more smooth than gritty. The soil is consistent with Soil Type 3A, Silt Clay Loam, with weak structure grade. A pressure -dosed, unlined sand filter with a minimum of 2-feet of sand filter material (Secondary Sand) is proposed. A long-term acceptance rate (LTAR) of 0.55 gallons per square foot will be used to design the STA. Test Pit #1 at base of berm, north of garden 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 #1 Soils more dense/ weaker with depth Backfill Ribbon 1-2 inches Page 4 Test Pit #1 Test Pit #2 Test Pit #2 closer to Barn I�i73fl� DESIGN SPECIFICATIONS Full depth to alluvial (7') The existing septic tank will be abandoned by pumping the tank and removing it or crushing the top, bottom, and sides and filling in the void with onsite materials. The existing STA will be abandoned in place. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms = 450 GPD LTAR = 0.55 GPD 450 GPD / 0.55 GPD/SF = 818 SF The OWTS design is based on 3-bedrooms. An average daily wastewater flow of 450 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as 100' (existing sewer line exiting the residence). The existing clean out depth was measured and is approximately 4- feet below grade near the foundation. Due to this existing condition, burial depth of the septic tanks Page 5 will exceed 4-feet (likely approximately 4' 6" depth of cover over septic tanks). 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 Automatic Distributing Valve Infiltrative Surface Minimum Elevation Approximate horizontal distance 20' / min min. 5" fall 2% fall / Approximate horizontal distance 115' / min. 1 % rise / min. 14.375" rise Approximate horizontal distance 15' / min. 1% fall to STA / min. 1.875" 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 4-inch SDR-35 sewer line exiting the residence has a double -sweep clean out and may remain in use. The existing depth of the sewer line is approximately 4-feet below grade. The new portion of the sewer line must have a 2% grade to the new septic tank. The system installation will include a 1000-gallon, two -compartment Infiltrator® poly septic tank with an Orenco® Biotube Effluent Filter on the outlet followed by a 500-gallon, single -compartment Infiltrator® pump chamber with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump. The depth of the septic tanks will exceed 4-feet of burial depth. To mitigate the deeper burial, Blue Board insulation must be placed over the septic tanks at a depth where the burial exceeds 4-feet to better displace the weight of the soil. We anticipate the depth of burial to be approximately 4'6",- therefore, there should be 6" of Blue Board Insulation placed over the septic tanks to offset the weight of the soil. The floats should beset to dose approximately 85 gallons each pump cycle, allowing approximately 12 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 Dose Setting Float Separation Pump Criteria I Max = 124.5 gal. (450 GPD x 25% + 12 gal drain back) 85 gallons/dose 500 gallon, single -compartment Infiltrator® pol pump chamber 28.6 gallons per minute (GPM) Min. 72 gal. (15 gal x 4) + 12 gal drain back 12 gallons drain back (115' / 1.5" diameter pump line 6.5" on/off float separation 27.9 feet total dynamic head I (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 6402. 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 to through 1.5-inch diameter distribution lines to a 13' x 63' bed. A minimum of 2-feet of sand filter material will be installed in the over -excavated footprints. Sand filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.15 and 0.60 mm. The uniformity coefficient must be 7.0 or less. Material meeting ASTM 33, for concrete sand, with three percent or less fines passing 200 mesh sieve may be used. A gradation of the sand media must be submitted to this office prior to obtaining the sand. Page 6 Laterals must be 1.5-inches in diameter with 5/32-inch diameter orifices facing down, spaced 3-feet on center, installed on the GeoMatTM with the gray filter fabric over the laterals. Laterals should be placed 2-feet from the edges of the bed with 3.0-feet between the laterals. Laterals will be connected with 1.5-inch diameter level manifolds. Four 39" wide GeoMatTM sheets must be placed on the 13-foot wide bed. All material associated with the GeoMatTM installation must be proprietary products associated with the GeoMatTM, including orifice shields and geotextile fabric. Manufacturer instructions must be followed regarding installation of the GeoMatTM. Each 1.5-inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. The same size orifice should be drilled in the screw on caps of the flushing valves so a squirt test can be performed. Valves should be placed in a 10-inch sprinkler box for access. Laterals must be covered by a soil separation fabric and at least 1-foot of topsoil or other suitable soil able to support vegetative growth. There shall be no cobble -sized (>2.5") or greater rock in final cover over the GeoMatTM. Inspection ports must be placed at each corner of each bed. 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 Septic Tank Effluent Filter Pump Chamber Pump Infiltrator® Orenco® Infiltrator® Orenco® ump Y Orenco® Tank Risers and Lids I Orenco® ing Assem ueo LLC MODEL NO. M-1060-2CP =ull size M-540-1 CP 'F300511 '/z HP 120 Volt Y wide sheets / Orifice hields COMMENTS 000-gallon, two- ,ompartment poly septic ank i" diameter i00-gallon, single- ,ompartment poly pump ;hamber %ault, Filter, Control Panel demand dose) )ouble-walled PVC Risers ar _ids (24" diameter) 2) 45' or 90' long sweep onl 4 total '52' of GeoMatTm / 80 Orifice Shields 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-r,oun t.comlenvironmental-health/files cco/sites/161OWTS-A lication-Com lete- 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. Page 7 All questions regarding permit submission can be directed to Garfield County Environmental Health Department, 970-945-6614 x8150. VALIDITY PERIOD OF DESIGN DOCUMENTS This design is valid for submission of an application for permitting for two (2) years from the date of the design packet or upon a change in the county OWTS Regulation that could impact compliance with code requirements. Continued use beyond this period or following a change in the regulation is not recommended without review and update of design documents. 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. Page 8 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 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, K-CRONK P.O. Box 140 CBO Inc. Fj liaik. COse;��; 9,n,250.077z / k�,cil�2t'ln•i'r01tk(��0lICIOOk.Ci>li7 PA' Ca ICJ- F &�� Carla Ostberg, MPH, REHS Reviewed By: a 61140 2. Kachayla R. Cronk, P.E. Colorado License No. 61440 Pump Selection for a Pressurized System - Single Family Residence Project 405 Mid Valley Drive Parameters Discharge Assembly Size 1.25 inches Transport Length Before Valve 115 feet Transport Pipe Class 40 Transport Line Size 1.50 inches Distributing Valve Model 6402 Transport Length After Valve 15 feet Transport Pipe Class 40 Transport Pipe Size 1.50 inches Max Elevation Lift 4 feet Manifold Length 3 feet Manifold Pipe Class 40 Manifold Pipe Size 1.50 inches Y Number of Laterals per Cell 4 y Lateral Length 61 feet LL Lateral Pipe Class 40 = G Lateral Pipe Size 1.50 inches ~ Orifice Size 5/32 inches Orifice Spacing 3 feet = Residual Head 5 feet u E Flow Meter None inches 'Add -on' Friction Losses 0 feet G Calculations t° Minimum Flow Rate per Orifice 0.68 gpm Number of Orifices per Zone 42 Total Flow Rate per Zone 28.6 gpm Number of Laterals per Zone 2 % Flow Differential 1st/Last Orifice 2.7 % Transport Velocity Before Valve 4.5 fps Transport Velocity After Valve 4.5 fps Frictional Head Losses Loss through Discharge 5.7 feet Loss in Transport Before Valve 5.5 feet Loss through Valve 6.6 feet Loss in Transport after Valve 0.7 feet Loss in Manifold 0.0 feet Loss in Laterals 0.3 feet Loss through Flowmeter 0.0 feet 'Add -on' Friction Losses 0.0 feet Pipe Volumes Vol of Transport Line Before Valve 12.2 gals Vol of Transport Line After Valve 1.6 gals Vol of Manifold 0.3 gals Vol of Laterals per Zone 12.9 gals Total Vol Before Valve 12.2 gals Total Vol After Valve 14.8 gals aquirements ec, %),a 28.6 gpm 27.9 feet %V Drengo "0 5 10 15 20 25 30 35 40 Net Discharge (gpm) PumpData PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 10 60Hz, 200V 30 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 10 60Hz, 200/460V 30 60Hz PF3010 High Head Effluent Pump 30 GPM, 1 HP 230V 10 60Hz, 200/460V 30 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 10 6011z, 200/230/460V 30 60Hz System Curve: Pump Curve: — Pump Optimal Range: Operating Point: 0 0 Design Point: i a ` T Dmfnm DDT0 �^? n� n>mp mommo, ^ n m mm 'DMn xm m SN NW =0 �in .:m W<G)x 02�Dfpfl o m o (�� _ "g mZcxny zN Dz�1 G)O^?�c EF m'� m0y oo cocomm ��7.,y� O;mom to 2a on Nam <m OOx O m >�C7r D �1_-Cp (7P m0 NSF e1 pDa O mmGzjz Np()�W in o �° �mm yy ZOO Q]CD 2DiaZ O N UNi N ro O� �T(7 i C)T O m Nov. nr x`Lrm/=0m o W m� co 2Z (n 0C)z 3 N c1 8 �pmD77 DG) �m0 w '003 n r nm Z N I � 3 I _ �I. 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Silt Licensed Installer .GrtY:t,is ) Conditional Construction approval is hereby granted for a _ i d f�1� gallon —- Septic Tank or Aerated treatment unit. Absorption area (or dispersal areal computed as follows: Perc rate of one inch ins_ minutes requires a minimum of ji�Q 'ysq. ft. of absorption area per bedroom. Therefore the no. of bedrool'ns — _ x 4,.�'�n q. ft. minimum requirement a total of 2 2 41q. ft. of absorption area. May we suggest:' i7r I9�r inspector � . FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to cover• ing any part. l0 Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground surface. Proper materials and assembly - Trade name of septic tank or aerated treatment unit. ff Adequate absorption for dispeisali area. t'_' - - Adequate compliance with permit requirements. _ Adequate compliance with County and State regulations/requirements. Other Date" �1�., _ Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE "CONDITIONS: 1. All Installation must comply with all requl rements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Articie 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. Connection to or use with any dwelling or structures not approved by the Building and Zon4ng office shall automatically be a violation of a requirement of the permit and cause for both -legal action and revocation of the permit. 3. Any person who constructs, alters, or Installs an Individual sewage disposal system in a manner which Involves a knowing and material variation from theterms or specifications contained inthe application of permit commitsa Class t, Petty Offense ($500.00 line — 6 months In jail or both.). Applicant: Green Copy D.partmint: Plnk Copy Application ' INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by OWNER Count Official: ADRESS r �C SE © e D y,cP CONTRACTOR �f rr ADDRESS PERMIT REQUEST FOR: ( } 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: County Near what City of Town Lot Size Legal Description WASTES TYPE: (� Dwelling { ) Transient Use ( ) Commercial or Institutional ( ) Non -domestic Wastes { } Other - Describe BUILDING OR SERVICE TYPE: Number of bedrooms 3_.._ _ Number of persons ( ) Garbage grinder 4,-1 Automatic washer ( Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( ) well ( ) spring stream or cr k ( ) Give depth of all wells within 180 feet of system: o - J c If supplied by community water, give name or supplier: GROUND CONDITIONS: Depth to bedrock: Depth to first Ground Water Table: Percent ground slope: -mot, .� DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:'. Was an effort made to connect to community system? ' A/' TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (e'} 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: WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? n _ 1)3hnn--.D- -- - ,r S&L 'PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer.) 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 purposes of the evaluation of the application; and the issuance of the pernift,i�s-subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements 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 under- stand 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 per- jury as provided by law. Date Signed PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY Page 3 F. .. -------------------- -- 'fh "0 Z- W44 DO, A, CK 'L T 74r, j 61 �iq 01- Lie, EAST.-- PRi 1p MY. FORMT LAVE 10' WIDE DRIVEWAY •1•" r .y if rr � . . 4 A Af t �A V N IMPROVEMENT LOCATION CERTIFICATE o o _ L_ V., Viet<�� Q�47,O.vo�� �oo IQ' '�'� • 'o<I-►�� P �-1 . L.S. {.}fll NOTICia According to Colorado law you rust commence any legal action based upon any defect in this survey within three years after you first discovered ouch defect. In no event, may any action bsaed upon any defect in this survey be co nwenced more than ten years from the date of the certification shown hereon. A Legal Description: That tract of land as described in Book 842 at Page 378 of the records of Garfield County, Colorado. Street Address: 405 Kid Valley Drive, Garfield County, Colorado Note: This improvement Location Certificate has been prepared pursuant to information as contained within the Stewart Title of Glenwood Springs, Inc. title insurance commitment order #92020701. Please refer to aforesaid title insurance commitment order for other encuml-orances which may affect this property. Note: Boundary dimen= .ns and courses shown hereon are per record information. actual field dimensions and courses may vary. Flood Statement: The single family dwelling structure as shown hereon does not lie 100 year flood plain. I hereby certify that this Improvement Location`�e&- Cate was prepared for * SEE NOTATION BELOW * , that it is not a land survey plat, and that it is not to be relied upon for the establishment of fence, building or other future improvement lines. I further certify that the improvements on the above described parcel on this date, Dec. 7, 1992 , except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. *Prenared For- ICM Mortgaqe and Stewart Title of nlenwnnd Anrinnc. Tnr+ REC ilw fA/ r►� �- .S'. ! c. srT f 1 o a y V �A,�/i% .� r 3 T'f•'� �- J r F srrR�'n���� .Q.f.r.f/.v[ Jivfr.E .e•J�/l.C/r.✓rJ0 .Tl F f R �. �{ � N f,,r�" o �v _�,u.eA.f o,a,rs-.rrlri�.✓ .r.. rr�r-.✓. M4p#L7 ,r' �� r�![I5 . s°✓ Ar r C.rerir� rrcoro ervR��csJ mf D', /� /� l.O ltic �✓,. 7 fJ a,. rc r/c ro dJ/ 3 � �• S�' � � � s -� 170 a�. {P•c� SrQ It�P 1 oI' .z �.30. L/vimvrx- { i LpR� �1 /! L 77s'iJ s-,r.�ey.d .ct,�P wAJ llr/ATJrO \ P� �_l �ML�e'✓ Z O T /,rnM dX/J/-iNC coNNFifJ FovNO /� N V f/�• 1•� 1 f1A'CE PJ sNAwN A..rO A'f'co,�� ju SCALE = _ th t p ,rrrs. sM -77 a �� � O, S o • (.l acu.Yv4.,,o9 779 f' ,) \ a In 1.a azIN -It 70.00411 '� Y � q `i • 111 Fq � � Q V / /) S JCl'FT e.✓ .Fif'c'N riOE vF 1 Y /0/'YYT ALaVc .7Xr.E,flJ"MVP ` . T G } R^ Vi 14 v y: o 0� 1411.1 ' N p� gPublic.netfm Garfield County, CO Account R023291 Physical Number Address Parcel 218107302006 Number Owner Acres 6 Address Land SgFt 0 Tax Area 023 Mill Levy 70.1900 Date created: 10/8/2025 Last Data Uploaded: 10/8/2025 2:05:49 AM Developedksyt- SCHNEIDER ti GEOSPATIAL 405 MID VALLEY DR NEW CASTLE DUBOIS FAMILY LIVING TRUST DTD 03/29/202 0405 MID VALLEY DRIVE NEW CASTLE CO 81647 Overview i Legend Parcels Roads Parcel/Account Numbers Owner Name Lakes & Rivers County Boundary Line Total Actual $0 Last 2 Sales Value Date Price 81647 9/21/1992 $45,500 7/12/1989 $27,000 10/8/25, 1:55 PM gPublic - Garfield County, CO - Property Record Card: R023291 Garfield County, CO Summary Account R023291 Parcel 218107302006 Property 405 MID VALLEY DR, NEW CASTLE, CO 81647 Address Legal Section: 7 Township: 6 Range: 91ATR IN LOTS 5 & 9 Subdivision: H.& Description B. MINOR Lot:0 AND:- Lot: 7-13 PARCEL 7-B AKA (5.90)AC Acres 5.9 Land SgFt 0 Tax Area 23 Mill Levy 70.1900 Subdivision H.& B. MINOR View Map Map Owner ❑UBOI5 FAMILY LIVING TRUST DTD 03/29/202 0405 MID VALLEY DRIVE NEW CASTLE CO 81647 Land Unit Type SINGLE FAM.RES.-LAND - 1112 (RESIDENTIAL PROPERTY) Square Feet 0 Acres 5.9 https://qpublic.schneidercorp.com/Application.aspx?App[D=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=421915750&KeyValue=R023291 1 /3 10/8/25, 1:55 PM gPublic - Garfield County, CO - Property Record Card: R023291 Buildings Building# 1 Units 1 Bui Idi ng Type SFR Abstract Codes/(Property Type) SINGLE FAM.RES-IMPROVEMTS-1212 (RESIDENTIAL PROPERTY) Architectural Style 1-STRY/BSM Stories 1 Frame WOOD FRAME Actual Year Built 1992 Basement Area 1,696 Finish Basement Area 1,312 Gross Living Area 1,696 Total Heated SgFt 3,008 Bedrooms 3 Baths 2.5 Heating Fuel GAS Heating Type HOT WATER Air Conditioning NONE Roof Type GABLE Roof Cover PRO PANEL Actual Values Tax Year 2025 2024 2023 2022 2021 Actual Value $1,223,480.00 $859,040.00 $659,040.00 $568,550.00 $568,550.00 Assessed Values Tax Year 2025 2024 2023 2022 2021 Non School Assessed Value $76,470.00 n/a n/a n/a n/a School Assessed Value $86.260.00 n/a n/a n/a n/a Pre 2025 Assessed Value n/a $57,550.00 $57,550.00 $39,520.00 $40,660.00 `House Bill 248-1001 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 43.074 n/a n/a n/a n/a School District Levy 27.116 rim n/a n/a nla Total Levy Tax History Tax Year 70.19 70.19 2024 60.712 2023 65.539 2022 73.892 2021 Taxes Billed $4,039.44 $3,493.96 $2,590.12 $3,004.44 Click here toviewthe tax inEarmationforthis ilycel-onibuz G arfildC n Treasurer'swehsite, Transfers Sale Date Deed Type Reception Number Book - Page Sale Price 3/29/2023 STATEMENT OF AUTHORITY 985207 $0 3/28/2023 Bargain And Sale Deed 985206 $0 10/7/2004 AGREEMENT 661687 1630-924 $0 9/21/1992 WARRANTY DEED 439269 0842-0378 $45,500 9/21/1992 SUPPLEMENTAL AFFIDAVIT 0842-0375 $0 7/12/1989 WARRANTY DEED 403340 0758-0077 $27,000 7/12/1989 WARRANTY DEED 403339 0758-75 $0 7/18/1988 WARRANTY DEED 393850 0737-0906 $0 1/1/1900 WARRANTY DEED 322584 0588-0322 $0 Property Related Public Documents Cl ick here toview ger[} Refaced Public Docu ments Photos https://gpubilc.schneidercorp.com/Application.aspx?AppID=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=421915750&KeyValue=R023291 2/3 10/8/25, 1:55 PM gPublic - Garfield County, CO - Property Record Card: R023291 Sketches 14' in WBA 90sf 18' iq WBA/PTO 1705f o 2' 2 2013 Addn OWB 384 sf Basement area is unfinished storage 37 FOP/PTO WBA/PTO.; 380sf 100sf 1 10, OWB 1312 sf 11' FOP 55 sf i The Garfield County Assessor's Office makes every effort to produce the inost accurate information possible. No warranties, expressed or implied are provided for the data herein, its use or interpretation. Data is subject to constant change and its accuracy and completeness cannot be guaranteed. 1 User UserPri�ac�licy I .PQ Pr;va�Notice. LastData Upload:10/812025,12:0549 AM Contact Us Developed by rj8CHNEIDER ti https:Hgpublic.schneldercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=421915750&KeyValue=RO23291 3/3