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HomeMy WebLinkAboutOWTS DesignI 29 CAINS LANE CARBoNDALE,CO 41623 970.309.5259 CARLA. OSTBERG@GMAI L. COM s¡r.:r>'l. Ic: (;() t\tðttr.,t r lY(* August 12,2021 Project No. C1646 Grant Gross Grant@biqmountainllc.com Subsurface lnvestigation and Onsite Wastewater Treatment System Design 3-Bedroom Residence TBD Black Diamond Road Garfield Gounty, Colorado Grant, CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 4O-acre property is located outside of Glenwood Springs, in an area where OWTSs and wells are necessary. Legal Description: Section: I Township: 7 Range: 89 SESE 40 ACRES Parcel lD: 2395-084-00-004 SITE COND¡TIONS The property is currently undeveloped. A 3-bedroom, single-family residence is proposed. The residence will be served potable water from a proposed well, which will be located to the west of the proposed residence. At the time of this design, the well had not yet been drilled. The well must be at least 5O-feet from the proposed septic tank and at least 100-feet from the proposed soil treatment area (srA). The proposed soil treatment area (STA) location slopes to the north. While the hillside has an approximate 15% slope, the proposed area has slopes at approximately 5%. The area is vegetated with mature trees. This area will be cleared for construction of the STA. There should be no traffic or staging of material over the future 8TA site to avoid compaction of soils prior to construction of the STA. SUBSURFACE The subsurface was investigated on July 28 and 30,2021 by digging three soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.l I Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page2 The excavation for the house was utilized as Test Pit #1. The materials encountered in Test Pit #1 consisted of dark brown loam to a maximum depth explored of 6.0-feet. No bedrock or groundwater was encountered. A sample was taken from Test P¡t #1. The soil structure grade was moderate. A sieved sample made a ball and a ribbon less than f -inch in length before breaking. Soil structure shape was blocky and consistence was friable. Soil texture was both smooth and gritty. The materials encountered in Test Pit#2, northeast of the residence, consisted of root zone to 6-inches, underlain by dark brown loamy topsoil to 2.Gfeet, underlain by dark to reddish brown, dense clay loam to a maximum depth explored of 7.0-feet. No bedrock or groundwater was encountered. A sample was taken from Test Pat#z at approximately 3-feet below grade. The soilstructure grade was weak. A sieved sample made a ball and a ribbon 1 to 2-inches in length before breaking. Soil structure shape was blocky and cons¡stence was friable. Soiltexture was both smooth and gritty. The matedals encountered in Test Pit #3, southeast of the residence, consisted of rootzone to Finches, underlain by dark brown loam to 3.O-feet, underlain by medium brown loam to a maximum depth explored of 7.O-feet. No bedrock or groundwater was encountered. A sample was taken from Test Pit #3 at approximately 3-feet below grade. The soil structure grade was moderate but weakened with depth. A sieved sample made a ball and a ribbon less than f -inch in length before breaking. Soilstructure shape was blocky and consistence was friable. Soiltexture was both smooth and gritty. There was some fractured A tactile analysis of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure grade below 3.O-feet was weak. The soilformed a ball and a ribbon 1 to 2-inches in length before breaking. Soil structure shape was blocky and consistence was friable. Soiltexture was both gritty and smooth. There was also some breakable sandstone (or similar) encountered in the test pit. STA sizing is based on SoilType 24, Loam with weak structure grade. A long term acceptance rate (LTAR) of 0.5 gallons per square foot will be used to design the OWT$. Excavation for house (Test Pit #1) Page 3 Sieved sample Test Pit #1 Ribbon less than I inch Test Pit #2 excavation (below driveway) Page 4 View of Test Pit #2 Sieved sample Test Pit #2 Ribbon between 1-2 inches Page 5 Addition ribbon to double check Location of Test Pit #3 Weak structure grade Beginning of Test P¡t #3 Sieved sample Page 6 Ribbon approx. f -inch in length View of Test Pit #3 / structure weakens with depth PageT Topsoil Lower in test pit Test Pit #3 DESIGN SPECIFICATIONS Desiqn Calculatlgns: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms = 450 GPD LTAR = 0.5 GPD/SF 450 GPD / 0.5 GPD/SF x 1.0 (pressure dosed bed) x 0.7 (chambers) = 630 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 as 100' (Finished Floor). The sewer will exit the foundation at approximately 98'. CBO lnc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. Page 8 *Elevations are based upon stiandard OWTS installation practices. Component elevations may change during installation due to site conditions. The 4-inch diameter SDR-35 sewer line exiting the residence must have a double-sweep clean out and a minimum 2o/o grade to the septic tank. The system installation will include a 1O00-gallon, two-compartment lnfiltrator@ poly septic tank followed by a 50O-gallon lnfiltrator@ 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 3 gallons of drain back. The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. Pu Table Effluent will be pumped through a 1.5-inch diameter pump line from the pump chamber to an Orenco@ automatic distributing valve (ADV), model6402. This pump line must have a minimum 1o/o Srade 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 forfuture inspection and maintenance. Effluent will be pressure dosed through TWO 1.5-inch diameter pipes to one gravclless ahamber bed with 4 rows of 14 'Quick 4' Standard Plus lnfiltrator@ chambers, for a total of 56 chambers and 672 square feet of infiltrative area. lt should be noted that the bed is divided into two sections, so two rows will be connected with a single manifold (See W3.0/1 - Chamber Bed Plan). Effluent will be pressure dosed to a 1.S-inch diameter two level manifolds. Laterals (also 1.S-inch diameter) 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 holes facing down for drainage. Orenco@ Orifice Shields may be placed under each downward-facing orifice. The orifices must be drilled 3-feet on center. Each lateral must end in a 9O-degree ell facing up with a ball valve for flushing. Valves may be placed in a valve box, accessible from grade, for access. lnspection ports must be placed in each corner of the bed. Ports may be cut to grade and covered with a valve box for access. OWTS Gomponent Minimum Elevation Primary Tank lnlet lnvert Approximate horizontal distance 13' / min. 2% fall to septic tank / mln. 3.25" fall Automatic Distributing Valve Approximate horizontal distance 27' I min.l% rise for drain back / min. 3.375" rise lnfiltrative Surface Approximate horizontal distance 5'/ min. 1% fall to STA / min. 0.625" fall Dose Range Max = 115.5 gal. (450 GPD x 25o/o + 3 gal drain back) Min. 55 gal. (13 galx 4) + 3 gal drain back Dose Setting 65 gallons/dose 3 gallons drain back (27' I 1.5" diameter pump line) 500 gallon lnfiltrator@ poly pump chamber Float Separation 5' on/off float separation Pump Criteria 25.8 gallons per minute (GPM)28.9 feet total dynamic head ffDH) Page 9 COMPONENT SPECIFICATIONS The component manufacturers are typ¡cal of applications used by contractors and engineers in this area. CBO lnc. 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. 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 WastewaterTreatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. INSTALLATION CONTRACTOR CBO lnc. expects that the installer be experienced and qualified to perform the scope of work ouüined in this design. The installer must review this design thoroughly and coordinate with our ofüce in advance of installation. Any additional conditions in this design or coun$ 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 lnc. 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 lnc. should be notified 48 hours in advance to observe the installation. COMPONENT MANUFACTURER MODEL NO.GOMMENTS Septic Tank lnfiltrator@ Item # lM-1060-2CP 1O0O-gallon,2- çompartment poly septic tank Effluent Filter Orenco@ 4-inch diameter, full size filter and housino Pump Tank lnfiltrator@ Item # |M-540-HH 500-gallon, single compartment poly pump chamber Pump Orenco@ PF3005111/2HP 120 Volt Biotube ProPak Pump Packaqe Orenco@ BPPSODD Vault, Filter, Control Panel ldemand dose) Tank Risers and Lids Orenco@ Double-walled PVç l-llsers and Lids (24" diameter) ADV Orenco@ v64024 1.5" lnlet and Outlets ADV R¡SET ANCI 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" cliameter (2) 45" or 90" long sweep only 14 total) chambers lnf¡ltratofiÐ standard Plus btt 'QulcK 4' standarcl Plus Ghambers Page 10 ln 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 qualíty 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 inigation 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 maintainíng 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. lf an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed, lf the OWT$ çonsists 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. Mechanícal room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES lf 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. Page l1 LIMITS: The design is based on ¡nformation submitted. lf soil conditions encountered are different from conditions described in report, CBQ lnc, 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 Gontractors may be required by county regulation. Please call with questions, Sincerely, CBO lnc.Reviewed By: (ør,,(* ügtúÅ-jrE Carla Ostberg, MPH, REHS Romeo A. Baylosis, PE '. 8-21-2021 ; t I ì {Jr.38823 Pump Selection for a Pressurized System. Single Family Residence Proiect Gross Residence / TBD Black Diamond Road Parameters 300 D¡scharge Assembly Size Transport Length Before Valve Transport P¡pe Class Transport L¡nê Size Distr¡buting Valve Modd Transport Length After Valve Transport Pipê Class Transport P¡p6 Size Max Elèvat¡on L¡ft Manifold Length Man¡fold Pipe Class Manifold P¡pe S¡ze Number of Laterals per Cell Lateral Length Lãtêrâl Pipê Clãss Lateral Pipe Size Orifice Size Orifice Spacing Residuâl Head Flow Meter ' Add-on' Friction Losses Galculations 1.25 27 40 1.50 il02 5 40 1.50 12 3 40 1.50 4 56 40 1.50 5t32 3 5 None 0 feet inches inches feet inches fêèt ¡nches ¡nches feet feet ¡nch€s feet inches 250 150 100 50 PumpData 5 10 15 20 25 Net Discharge (gpm) 30 35 4A feet feet 200oo¡L To da! ^9 .9Ê q cl r! Ê Minimum Flow Rate per Orif¡ce Number of Orifices per Zone Total Flow Rate per Zone Number of Lat€rals p€r Zone % Flow Ð|ff€rential l sVLast Orif¡ce Tmnsport Velocity Before Vâlve Transport Veloc¡ty Afrer Valve Frictional Head Losses 0.68 38 25.8 2 2.O 4.1 4,1 gpm gpm % &s Þs Loss lhrough Discharge Loss in Trânsport Before Valve Loss thüough Vâlve Loss in Transport afrer Valve Loss in Manifofd Loss ¡n Laterals !.ocs through Flowmetêr 'Add-Õn' Friction Losses Pipe Volumes 00 feet feet feet f€€t feet feet fect feet 4.7 1 .'l 5.8 o.2 0.0 0.2 0,0 0.0 gals gds gals gals gal6 gals Vol of Transport L¡ne Befor€ Valve Vol of Trânsport Linê After Valve Vol of Manifold Vol of Laterals per Zone Total Vol Before Valve Total Vol After Velve rqu¡rements 2.9 0,5 0.3 11.8 2.9 12.7 PF3005 H¡gh Head Emuent Pump 30 GPM, 1/2HP 11 5/230V 1Ø 60Hz., 2O0v 3ø 60Hz PF3007 High Head Effuent Pump 30 GPM, 3/4HP 230Y 1Ø 69H2,200/460V 3ø 60Hz PF3010 High Head Effuent Pump 30 GPM, 1HP 23OV 1ø 60Hz,,200/460V 3ø 60Hz PF3015 High Head Eftu€nt Pump 30 GPM, 1-1l2HP 23Ov 1ø 60H2,20012301460V 3ø 6OHz @OrencoSYSTEMSr 25.8 gpm feet I :..s t ¡f I \ å !\ \ ( System Curve: - Pump Curve: * Pump Optimal Range:- Operating Point: O o Des¡gn Point: 28.9 CBO lnc.129 Cains LaneCarbondale, Colorado 81 623Phone 970.309.5259carla.ostberg@gmail.comNSCALE: 1 = 50'=0'fP2PROPOSED}BEDROOMRESIDENCELINEPROPOSEDIHÊ LOCATION OF PROPOSED IMPROVEMÊNTS SHOW! ARENOÏ THE RESULÍ OF A PROPERTY SURVEY. THE LOCA'ÍIONSARE APPROXIMATÊ. fT IS THE HOMEOWNERS' ÞUIY 10ENSURE ALL CONSIRUCTON AND IMPROVEMENT LOCAIIONSARE ACCURATE. PROPERTY LINES AND SETBA.CK DISTANCESSHOULD BÊ CONFIRS¡ED PRIOR fO EXCAVATION. SCALEDFOR PRINTING ON 11'X 1T PAPÉRI \\ ¡DRAWINGS MUST BE USED INCONJUNCTION WITH DESIGNLETTÊR DATED O8I1Z2O21Gross ResidenceTBD Black D¡amond RoadGãrf eld County, ColoradoProjec{ Numb€r: C1646ùat€'i OBI12|2O21Designed by: CBOReviewed by: RBDrawn by: ODw1.0Sheet 1 0F 4 cBO lnc.læ Câ¡ns LanêCarbondâle, Colorado 81 ô23Phone 970.309.5259carla.ostÞetg@gmâil.comNTPIffiSCALE: 1" = 20'{4" DIA SDR-35 SEWER PIPE WTH DOUBLE SWEEP CLEANOUTMIN 2% FALL TO TANKWELL/tIOOGGALLON 2.COMPARTMENT POLY SEPTIC TANK FOLLOWED BYA 5OÞGALLON SINGLE COMPARTMENT POLY PUMP CHA¡ì¡BER WTHAN ORENGO PUMP PACKAGE. RISERS AND LIDS TO GRAÐE.TP+LINE1.5' DIA SCH.4O PUMP LINE.(MIN 1% DRAIN BACK TO TANK)IFLUSHING VALVE ATEND OF EACH LATERALADV MODEL 6402 AT HIGH POINTACCESSIBLE AT GRADEIIIINSPECTION PORT ATCORNER OF EACH BEDI/1.5' DIA SCII.4O PVC ÐISTRIBUTION LINE TO BED1.5' DfA SCH.4O LEVËL MANIFOLD+TP3GRAVELLÊSS CHAMBER BED (2 ZONES} CONNECTED WTH TWO LEVEL MANIFOLDS.4 ROWS OF 14'QUICK 4'CI-I,AMBERS FOR A TOTAL OF 56 CHAMBERSAND 672 SQUARE FEET.1.5' DIA SCH-40 SUSPENDED LATERALS WTH 5/32'DIA ORIFICES, 3'O.C FACING UP.FIRST AND LAST ORIFICES FACING DOWN FOR DRAINAGE COVERED WITH ORIFICESHIELDS.A PROPOSED OII/TS\!r-1=d--FGross ResidenceTBD Black Diamond RoadGarfi eld County, ColoradoProjectNumber C1646loaø: olttzrzoztI oesigneo uy: caoI Reviewed by: RBlDrawn br DDw2.0Sheet 2 0F 4 CBO lnc.1æ Câins LaneCârbondale, Colorado 81623Phone 970.309,5259carta.ostberg@gmail.cûmSLIP.ON PVCDO NOT GLUE1.5" DtA SCH-40 PVCINSULAIÉDLEVEL MANIFOLDTRACERWIRE1.5" DtA SCH-40 PVCDISTRIBU'TìION UNE FROMADV1.5' DIA SCH.4O PVC SUSPENDEDLA'IERALS WTH 5/32" ORIFICESFACING UP 3 O.C. FIRST ANDLAST ORIFICES FACÊ DOWN FORDRAINAGE4" DIASEWER LINET.5' DI,A SCH4O PVC PUMPUNE FROM TANK (MIN. 1%PORTAT EACHDRAIN BACK TOCHAMBÊR)CORNER OF STATOADV MODEL 6402 AT HIGHPOINT, ACCESSIBLE ATGRAÐEINFTLTRATOR(R) OUrCK(TM)CHAMBERS, 3 X 4/iCI-EANCIJT DETAILl{¿r-'.--.-........'..--rErFINTSHED GRADE56 CHAMBERSEND EACH LATERAL IN A 90'SYVEEPING ELL FACING UP WTHA BALL VALVÊ FOR FLUSHING24A CHAMBER BED PLAN\rr-'-çñi¡r4" DIA SDR35 SEWER LIN€(MlN 2% SLOPE TO TANK)SCREENEDOR SAND FORBEDDING3'MtN.A IRENCI.I DETAIL\9t--=dfæFLUSI{ING ASSEI\iiBLY4'DtA SDR 35 PVCINSPECTION PORT ATÊACH CORNER OF STAWITH NATÍVE MAÍERI,AL(MUST BE MINUS gtNCH MAÌËR|AL)oR toPsorl10' DIA VALVE BOXWTH SECURED LIDINFILTRATOR(R)ourcK4(rM) CHAMBER,3X41.5' PVC SLIP X M/q'LEPIPE THREADADAPTERW/CAP1,5. DIA BALLVALVE4',1.s', DtA t¡,/C LONGSWEEP 90' BEND1.5" DIA SCH.4O PVC SUSPÉNÐÊDLATERALS WITH 5/3} ORIFICESFACING UP 3' O.C. FIRST ANDLAST ORIFICES FACE DOWN FORORAINAGÊ. SUSPEND WTH zlPTIESINSTÂLL DISCHARGEPIPE AND VALVEÉCCENTRIC TOCENTER OF VAULTEND C¡PEXCAVATIONA CHAMBER BED SECÎON\tl---îú-ftnæÂFLUSFIING VAL\Æ DEÌAIL\gr.----------ir!æBACKFILLGross ResidenceTBD Black Diamond RoadGarñeld County, ColoradoProjectNumber C1646loate: oanzzoztloes¡sned ov' caolReviewed by: RBlDrawn b)4 DDw3.0Sheet 3 0F 4 CBO lnc'129 Cains Lan€Carbondale, Colorado 81623Phme 970.309.5259€rla.ostberg@gma¡l,comDESIGNTBÊDROOX RESIDEI{CÊ(75 GPD x2 PERSONS/EEDROOM x 3 BÊDROOMS)WASTEWA'IER FLOW = 450 GPOSMAII- VALVË COVERBOX OR IRRIGAÎIONVALVE SOX AT GRAÞESTA TO WATER COURSEs0,N/ASTATO PROPOSEDWELLr0t129STA 1O HOUSE20'4?SEPTIC TANK TO WATER COURSË50'N/ASEPTIC TANK TO PROPOSED WELL5(}103'HOUSE TO SEPNC ÎANK13OWTS COMPONENTS ANDPIIYSICAL FEAIURESMINIMUM REQUIREÐSFTRÂCKAPPROXIMATE PROPOSEDSFlRACKCAP OR IHREADEDCLEANO{JT ASSEMBLYTANKMIN. 1æO GALLONSCOMPACTBASE TO SUPPORTBOXãPÊ CM TOUSE IOOGGALLON, TWOCOÀ'PARTMENT POLY SEPÎIC TANK FOLLOWÉD BYA SOGGALLON POLY PUMP CFIAMBER WITH ORENCO PUMPING SYSTEMFITUSE HOLE SÂW TOcttt THRU 1ôp ôFSOIL 1REAÎMENT AREA (STA):LONG TERM ACCÉPTANCE RATE (LTAR) = 0.5 GAU SFCALCULATED SfA = O/LTAR = 450 / 0,5 = 900 SFPRESSURE DOSED, BÊD = 900 SF X 1.0 Ê 900 SFCHAMBERS = 90O SF X 0.7 = 630 SF /12 SF/ CHAMBER = 53 CI{AMBERSGRAVËLLESS 61IAMBER BED4 ROWS OF 14 ',OUtCt( 4 CHAÍ\TBERSTOTAL 56 AUrcK 4'CHAMBERSENOSOIL PROFILÉ TEST PIT NO. 1SOIL PROFILE TEST PIT NO. 2SOIL PROFILE IEST PIT NO. 3-0-'l-,-3-4-,-Þ_,-8.'-10IOPSOIL AND ROOT ZONEDARK BROWN LOAMTOPSOIL AND ROOT ZONEDARK BROWN LOAM V$TH MODERATESTRUCTURÊ GRADEDARK BROWN LOAM, MOÐERATESÍRUCTURE GRADEt-UuIIFÀUoMEDIUM BROWN LOA¡\¡, STRUCTUREWEAKENS WTH OEPTH, SOMEBRÊAKABLE SÂNDSTONÊ30'DIAMETER PVCDARK BROWN TO REDDISH BROI/VT{CLAY LOAM WTH WEAK STRUCTUREGRADE, DFNSERISERFOUNDATloNEXCAVAÏONDISTRIBUTNGVALVE ASSEMBLYFROMLEGENDF lopsoílFd roamfi daytæmPUMPING SYSÎËM1.5'DtA SCH40PVC INLETANDOUTLETSNO GROUNDWA'IER OR BEDROCK ENCOUNTEREDDURING EXCAVA.I]ON/i AUTOMAÎC OISÍRIBUNNG\¿r----""-ffiVAL\Ê DETA¡L/r$tls LoGTGross ResidenceTBD Black Diamond RoadGarfi eld County, ColoradoProJect Number: C1At6Dalø: O8hZl2021DesignedReviewedb¡¡ CBOby RBDrawnb)4 DDw4.0Sheet 4 0F 4 ÐqPuHicfiet'" Garfield County, CO Account Number Parcel Number Acres LandSqFt TaxArea 2019 Mlll tevy R07004ó 239508400004 & 0 131 75.1010 ã)l9TotalActual Value Overview Legend I Parcels Roads Parcel/Account Numbers Hlghways a LimitedAccess - Highway '- MajorRoad '"-- Local Road '--'MinorRoad Other Road Ramp -* Ferry Pedestrian Way Owner Name Ëf, Lakes&Rivers - CountyBoundary Une $140,000 Last2Sales Date Pr¡ce 6/24/2021 þ 6/24/2021 $O Physical 0BLACKDIAMOND RD Address GLENWOOD5PRINGS Owner Address GROSS,GRANT& JERILYN 5TBEAVERCOURT GLEÍ'{WOODSPRINGS CO 81éO1 81ó01 Datæ r¡eated:8/12fÐ27 La st Detâ U pload ed: 8 / t2/ 2O2! 3:27 r53 AM Deveroæd bv¡[.) *þgFJdgl 8t12t2021 qPublic.net - Garfield County, CO - Property Record Card: R070046 Ð qP.tblic.net'-' Garfr eld County, CO Summary Account Parcel PropertyAddress Legal Description Acr€s Land SqFt TaxAreä MillLevy Subdivision l:a...: R07004ó 239s08400004 O BLACKDIAMOND RD GLENWOODSPRINGS,CO 81ó01 Sectlon:8 Township: 7 Range: 89 SESE ¿IOACRES & o 131 75.1010 V!4ep Owner GROSS. GRANT&JERILYN 57 BEAVER COURT GLENWOOD SPRINGS CO 81ó01 Land Unft Type 35 AC TO l/T 100 AC - 0550 (VACANT LAND) SquareFeet O Actual Values Assessed Year Lánd Actual lmprovement Actual Total Actual Assessed Values Assessed Year Land Assessed lmprovement Assessed Total Assessed Tax History Tax Yeer Taxes Billed 2020 $3,049.12 2021 $140,000.00 $o.oo $140,0æ.00 202L $40,ó00.00 $0.00 $40,ó00.00 2019 $3,9s1.44 2ø20 $140,000.00 $o.oo $1.10,00O.(X) 2020 $40,ó00.00 $o.oo to,ó00.00 20ta $3J77.t6 20L9 $180,000.00 $o.oo $180,æ0.00 2079 $s2,200.00 $o.oo $52,200.00 2017 $3,ó07.84 Sale Prlce $o $o $175,000 $o $190,000 $5o,ooo $o click here to view the tax information for this parcel on the Garñeld countv TreasureCs website. Transfers Sale Date 6/24t2021 6t24t2027 6t24/2027 9t25/2000 9t25/20W u26t7998 7ltu1996 De€dType EASEMENT EASEMENT WARRANTYDEED QUITCLAIM DEED WARRANTYDEED WARRANTYDEED QUITCLAIM DEED Reception Number 95880ó 958805 958804 569886 5ó9885 527?17 497046 Book - Page 1209-326 7209.324 7056-0174 o988-Oó5ó https://qpublic.schneidercorp.com/Application.aspx?ApplD='1038&LayerlD=22381&PageTypelD=4&PagelD=92147&Q=1398652366&KeyValue=R070046 112 8t12t2021 qPublic.net - Garffeld County, CO - Property Record Card: R070046 6t27/!996 6/t2/7996 4/76tr99r 6t!8t1990 4/2t7990 2/2Ur973 4/78/1962 QUITCLAIM DEED WARRANTYDEED WARRANTYDEED WARRANTYDEED ORDER OF INCLUSION QUITCLAIM ÞËED WARRANTYDEED 495729 495728 422769 4!3634 4Lt822 2s7!74 277250 0985{1ó2 0985-01ó1 0802-0309 078r-o523 0777-0341 o447-Ot95 o3&o437 $200,000 $o $o $o $o $28,000 Photos No deta avâilable for the following modules: Buildings, Sketches. r:;nnll b: guarartLer:d. -Us"çI.eIjyaçYed]sY GÞPRPriyacvllg!içe Last"ÐAla Upþ¿d.€11.2/2Q?1JåZ;5*Q-M l/ersicrì 2.,! l¿l i. l}rve lo¡,.e':i by É)*Jurqdçl https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9¿î47&Q=1398652366&KeyValue=R070046 212