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Home My WebLink AboutOWTS DesignRECEIVED MAR 15 ?O?2 GARFIELD COUNTY COMMU NITY DEVELOPùIEI{T 129 CAINS LANE CARBoNDALE,CO 81623 970.309.5259 cARr-A.OSTBERG@GMArL. COM ¡at¡:¡¡'IrI( : c1t)Ff l{{-ir,.|.Iìl( j October 17,2021 Project No. 1672 Eric Conklin con kl i nweldi n g (Ð gm-ail.com Subsurface lnvestigation and Onsite Wastewater Treatment System Design 2-Bedroom Additional Dwelling Unit (ADU) 1800 Black Diamond Mine Road Garfield County, Colorado Eric, 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. LegalÐescription: Section: I Township: 7 Range: 89 SWSW 40 ACRES Parcel lD: 2395-093-00-010 SITE CONDITION$ A 4-bedroom, single-family residence presently exists on the southern portion of the property. The residence is served by a separate OWTS. A 2-bedroom additionaldwelling unit (ADU) is proposed on the northern portion of the property. This area is greater than 1000 feet from the existing residence. The ADU will be served by a private well located on the northern portion of the property. The well is greater than 5O-feet from the proposed septic tank and greater than 100-feet from the proposed soil treatment area ($TA). The proposed STA location is between the proposed ADU and existing driveway. The area has a natural slope to the northwest but had been filled previously and has now been graded to create a level area for the $TA. Vegetation including native grasses and trees had been removed at the time of our site visit. The proposed ADU location índicated on the plans are not the result of a survey. There should be no traffic or otaging of material over the future STA slte to avoid compaction of solle priorto construction of the STA. ç Page2 SUBSURFACE The subsurface was investigated on Septembêr 15 by digging three soil profile test pit excavätions (Têst Pits). A visual and tactile soll analysis was completed by Garla Ostberg at the time of excavation.r The materials encountered in Test Pit#1 consisted of medium brown clay loam a maximum depth explored of 6.0-feet wlth a root zone at approximately 2,S-feet below current grade which we believe indicates previous native grade prior to fill being placed in this area. No bedrock or groundwater was encountered. The materialg encountered in Test Pit #2 consisted of medium brown clay loam a maximum depth explored of 8.0-feet with no rootzone oþserved- No bedrock or groundwater was encountered. The materials encountered in Test Pit #3 (in the area of the foundation) is documentêd by Kumar and Associates report dated $eptember 27, 2021, Proiect2l-7-751 (enclosed). A sample of the soils was taken from Test Pit #1 below the rootzone. Soil structure grade was moderate The soil formed a balland a ribbon I to 2-inches in length before breaking. Soilstructure shape was blocky and consistênce wâs friable. Soil texture was both gritty and smooth. STA sizing is based on SoilType 3, Clay Loam with moderate structure grade. We are proposing a pressure-dosed, over-excavated, unlined sand filter with a minimum of 2-feet of Secondary Sand filter material to accommodate the space available for the proposed STA. A long term acceptance rate (LTAR) of 0.65 gallons per square foot will be used to design the OWT$' l; *#Tl¡ . :,' ' ãç"¡.*' l-' ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Msual and Tactile Evaluation of Soils Trainfng. e.*rÉ i{ }{ .$# Test Pit #1 (arrows indicate root zone) Page 3 Test Sieved sample Rlbbon between 1 and 2-inches in length Page 4 View of graded area DESIGN SPEGIFICATIONS Qgsion CalcFlatio.ns: Average Design FIow = 75 GPD x 2 people/bedroom x 2 Bedrooms = 300 GPD LTAR '. 0.65 GPD/SF 300 GPD / 0.65 GPD/SF = 461.5 SF The neuv OWTS design is based on 2-bedrooms. An average daily wastewater flow of 300 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as Finished Floor of the ADU as 100'. The sewer line willexit the ADU at approximately g8'. CBO lnc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. *Elevations are based upon standard installation due to site conditions. installation practices. Component elevations may change during The 4-inch diameter, SDR-35 sewer line exiting the residence must have a double-Sweep clean out and a minimum 2o/o grâde to the septic tank. The system installation will include a 100O-gallon, two-compartment Valley Precast concrete septic tank with an Orene@ Biotube Pump Vault and an Orenco@ PF3005 pump in the second compartment of the septic tank. The floats should be set to dose approximately 70 gallons each pump cycle, allowing approximately 3 gallons of drain back afrer each pump cycle. A pump curve is enclosed. The control panel for the pump must be located within line of sight of the septic tank. lfle recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. Approximate horizontal distance 5' / min. tall2% I min. 1.2ð" fall Primary Tank lnlet lnvert Approximate horizontaldistance 32' I min 1o/o rise I min. 4" rise for drain back ¡ntg septic tank lnfiltrative Surface Page 5 Effluent will be pumped through a 1.5-inch diameter pump line to a level 1.5-inch diameter manifold. The manifold will connect three laterals on a 12' x 38.5' bed. A minimum of 2-feet of sand filter material will be installed ¡n the over-excavated footprint. 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 coefficíent must be 7.0 or less. Material meeüng ASTM 33, for concrete sand, with three percent or less fines passing 200 mesh sieve may be used. A gradation of the sand med¡a must be submittod to this office prior to obtaining the sand. Laterals must be 1.$inches in diameterwith 5/32-inch diameter orlfices facing down, spaced Z.S-feet on center. Laterals used to disperse the effluent must be sunounded by washed coarsê screened gravel or crushed stone, All of the gravel or stone must pass a 2 lz-inch screen and must be retained on at/¿-inch screen. Each 1,S-inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing, 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 qther suikble soil able to support vegetatlve growth. lnspec{ion ports must be placed at each cornor of each bed. Ports may be cut to grade and covered with a valve box for access. COlr¡l PONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. GBO lnc. must approve alternative components prior to ¡nstallätion of the OWT$. Requests muet be submitted, in writing, to our off¡ce for approval prior to installation. Component technical data sheets are available upon request, 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. Max = 78 gal. (300 GPD x25ø/o + 3 oaldrain back) Min. 67 gal. (16 gal x 4) + 3 gal drain back Dose Range 80 gaflons/dose 3 gallons draln back (27 I 1.5 diameter oumo line) Dose Setting 10.5' on/off float separationFloat Separation 1000 gallon Z-compartmet Valley Precast concrete septlc tank 15.4 feet total dynamic head ITDH} Pump Criteria 30,5 gallons per minute (GPM) COMPONENT MANUFACTURER MODEL NO.COMMENTS $eptic Tank Valley Precast Item # 1000T-2CP-HH 1000-gallon,2- mmpartment concrete septic tank with HH pump Pump Orenco@ PF30051 1 y.HP 120 Volt Eiotube ProPaK Pump Packaqe Orenco@ tsPP3ODD yault, Filter, Gontrol uanel ldemand dose) Tank Risers and Lids Orenco@ f,ouþle-walled PVÇ rusers ancl .ids (24" diameter) f,rificê Shielde orencoc)42 orifice shields Flushing Assembly Orenco@ 1.5" diameter (2) 45" or 90' long sweep only (3 total) Page 6 IN$TALLATION CONTRACTOR CBO lnc. expêcts that the installer be experiencèd ãnd 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 OB$ERVATIONS GBO lnc. mu$t view the QWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing slphons, and other plumbing, as applicable, must also be observed. CBO lnc. should be notified 48 hours in advance to observe the installation. ln an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the lnstallation, Includlng path of the sewer llnçs, water llne lnetallatlon (if appllcable), septlc tank location, STA location, and measurements from building corners or another fixed objacts 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 topsoll capable of supportlng revegetation shall be placed over the entire disturbed area of the OWT$ installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maxlmum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrìgation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measurês shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation @ver. OPERATION INFORMATION AND TI/IAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner ís 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 $TA. No heavy equipment, machinery, or materials should be placed on the þackfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution, Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. lf an effluent filter or scroen has been installed in the OWTS, we recommend this fltter or screên be cleaned annually, or as needed. lf the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should purtp the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS, Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastès should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS, The OWTS is engineered for domestic waste only. PageT ADDITIONAL CONSTRUCTION NOTËS lf design includes a pumpr weep holes must be installed to allow pump lines to drâin to mlnimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high- water conditions and shall þe connected to a control breaker separâtê from the high-water alarm breaker and from any other control sy$tem circuits. The pump system shall have a switch so ths pump can be manually operatêd. Excavatlon 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. Backflll over the STA must be uniform and granular with no material greater than minus 3-inch. LIMITS: The design is based on information submitted. lf soil conditions encountered are different from conditlons described in report, CBO lnc. should be notified. All OWTS construction muet be according to the county regulations. Requirements not speclfied 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 lnc.Reviewed By: (n r, tt* ttvtót'tg Carla Ostberg, MPH, REH$Romeo A. Baylosis, PE '. 10-31-2021 I (J 6 l I 38S?3 añ. Pump $election for a Pressurized $ystem. $tngle Family Residence Project 1800 Black Diamond Mine Road Parametere Dischargo Assembly Size Transport Length Transport Pipe Clâgs Transport Line Síze Distributing Valve Model Max Êlêvation Lift Man¡fold Lenolh Manlfold Plpe Cla6ô Man¡fold Pìpe Size Number of LsterâlE per çoll Latêral Length Lateral Plpe Clasg Leteral Plpè Eize Orifice S¡z€ Orifics Spacing Residual Heád Flow Meter 'Add-on' Fríction Lo$es incheÉ 300 250 Ctlculat¡ons M¡nimum Flow RâtÊ per Or¡fice 0.68 ñumber of Orilic€s psr Zoñe 45 Totål Flow RateperZone 30.5 Number of Laterals per Zone 3 o/o Flow Difierentisl lsULâst Oriflce 0.8 fransport V€locity 4.8 100 Ftict¡onal Head Losses 50 1.25 31 40 1.50 Nono 2 I 40 1.50 3 36.5 40 1.50 5132 2.5 5 Nono 0 f€et feet feet inches inches feet ¡nches incheB feet f€ot ¡nches feet 200 gpm gpm ç/a fps oolÀ 3êt-doo (,, c adË*ô s Ê 0 fs€t feet féet fget feet fset f€et 150 0 PumpData 5 10 15 20 26 Net Discharge {gpm) 30 35 40 Loss through Dlscharge Losg in Trånsport Loss lhÌough Vatve Loss in Mân¡fold Loss in Laterals Loss through Flowmêter 'Add{n' Friction Losses Pipe Volumes 6.5 1.7 0.0 0.1 0.1 0.0 0.0 VÖl oi Trânsport Line Vol oi Manlfold Vol of LalerâlE per Zone Total Volumê 3.3 0.8 11.6 15.7 gals gáls gals gåls Mlnimum PumÞ FF3005 High Heåd Effuenl Pûmp 30 GPM, ,'i2HP 11512?0V 1Ø 6AHz,200V 3ø 60Hz PF3007 High Head Effuent Pump 30 GPM,3/4HP 230v 1ø 60Hz,20o/4,60v 3ø 6OHz PF3010 High Head Effuent Pump 3O GPM, 1HP 230V fø 60H2,200/460V 3Ø 60Hz PF3015l'ligh Head Eñuent Pump 30 GPM, 1.1/2HP 230v 1ø 60Hz,2QOl23f,l460Y 3Ø 6oHz Design Flow Rate Tolâl Pynamic He6d 30.5 gpm feet15.4 @ClnerrcoliYSì¡1:r*ìijt@ Iì 1 Sysìern Curve: - Pump Curve:'-" Pump Optimal Range: - ,ft Opârstlng Point: v o Dêsign Po¡nt: DRAWINGS MTISTBE USED INCONJUNCTION WITH DESIGÍ\¡LËTTER DATÊD 1ON7NÙ2130'Access EasementReception No. 844565Fenceroad centerlineCBO lnc.129 Cains LâneCabondde, Colorado t1623Phone 970.3095259carla.ostberg@gma¡l.comGravel DrivewayLINEÏPSTA1- JÈıIIIt/ìSTE PLANz-BEDROOMTllE LOCATiO|{ OF PROPOSED TMPRC}l¿Êlvl€lfIS S{OIVN ^RÉI\loT THE RËS¡,,LT OF A PROPERTY SURVEY" lHÊ LOCAIþNSARÊ APPROXMATE, IT IS 1IIE TIOT,EOII'II.IERS, ÐUfY TOE¡.¡SI'RE AIL CONSTRUCÍION ANÐ IMPROVEÍ{E}IT LOCATIONSARE ACCI RATE. PROFERTY Lll-GSÆ{D SETBACKû|STÁNCESSHC{,T"O SÊ CONFIRMED PRIOR TO ÊXC'qVÀIION. SCALEDFOR PRlNflN6 O{i¡ 11'X 17'P¡cPËR.PondConklin ADU1800 Black Dlamond ùEnê RoadGarfieb County, ColoedoProjedNumber: C167210fi7rm21Drawnby: DDÞy: CBOþy: RBw1.0Sheet 1 0F 4Centerline of 20'WideHoly Cross Electrical AssociationRíght-of-Way EasementBook 498, Page 574SCALE: I - 50':{'Nì CBOlrc,129 Cains LanêCarbondale, Cdorado 81 623Phone 970-309.5259cãla.osÉb€rg@gmail.corßTP2INSPECTION PORT ATCORNERS OF BEDSALE: l'= 20'.0'TP1FLUSHING VALVE ATEND OF EACH LATERAL20'12'x 38.5 PRESSURE DOSED, OVER-EXCAVATED,UNLINED SAND FILTER(MtN.2'ASTM C-33 CONCRETE SAND)(3) 1.5" DIA SCH-40 PVC LATERALSw&" DtA oRtFfcEs FActNG DowN,COVERED WITH ORIFICE SHIELDS1.5" DIA SCH-40 LEVEL MANIFOLDBM1FF1.5" DIA SCH-40 PUMP LINE.(MrN 1olo R|SE TO DRA|N BACK TO TANK)4'DIA SDR-35 SEWER PIPE.:]WITH DOUBLE-SWEEP CLEANOUT(MrN 2% FALL TO TANK)1 OOO.GALLON, 2.COMPARTMENT VALLEY PRECASTCONCRETE SEPTIC TANK WITH AN ORENCO PUMPPACKAGE IN THE SECOND COMPARTMENT.RISERS AND LIDS TO GRADE.2-BEDROOM ADU5'TPConklin AtlU1800 Blac¡( D¡amond Mine RoadGarfiekl Cûmty, CobradoPtc*rcl Number; C1672DaÞ: 1gl17l2ù21D€síglsdRwbwedby cBObÊ REDDDrawnby:w2.0Shæt2 OF 4 CBOIæ.129 Caiß LâneCaÈo¡daþ, Colorado 81623Phorre 970.309.5259carÞ.ostberg@gnail,comi? x 38-5' PRÊSSURE DOSED UNLlliF0sÂño FILTER (MrN. Z ASTM C-33coNc*ETE SANO)WÍrH ruFrËE 1.5"DtA SCf-¡40 PVC I-ATËRALS Wñt1 5¡32DrA oRlRcEs (wlÍH oRtFtcE SFilELD)FAC'{GOOWNAT2.S O.C.f .Y DTA SCI+40 PLS¡|P LINE$rlN 1% DR 'INBACK TO IANN:)1,5' ûlA SCH-4û LEVEL Íì¡|ANIFOLOFINISHED GRADEEIIO EACH LATERAL IN A 90" LO¡¡GSWEEPF.IG ELL FACNG UP WITH ÂBÂLLVALVE IiI A VAIVE BOXACCESSIELE ATGRÂÐ€24" MrN.4" DIA SÐR-35 SÊl¡l/ER Lltl€(MlN 2% SLOPE rO ÌANK)I'{SPECTION PC'RT AT ËJ.cHCORNEROFÉEDORSAM) FORBEODIXG3" MtN-rMtN"//ISATTD FILTER PLAN\¿¡-------rFæ¡/ã IRENCH DETAIL\tt--rrrræf.5¡ D¡A SC$40PVCVALVESfflÐlAvALvE BOXWIH SECURËD ¡.JO1.5" PVC SLIP X MÂLEPIP€ TT,¡REÀDADAPTERWþAPI.5'DIAB¡d.LVALVEl|!'lH 5'3? DlA ORIFICËS FACINGDOW!\¡ AT 2.5 0.C. SISTÀLLORiFICE SHIELDS ON E]ACHORIFICEPORTATEÀCHCORNERFABRICON GRAVËLsAFrofBMIro'sEcomKs0EFFEffi SEcO.15-ùS musffiffiF@T<¡x Êrcs P^ssrc ffi 8ÉiÈg.o@AVEL F'ITER fi4EUAÀrF.t. 6-tNcH€s UNDÊR LÂTERAI,SMIN. ?.INCIIÊS ÕVER LATÊRALSÕ'XJ/1,""ror.r.u""*":å,iËåtri^H:J3"t.5" DtA SCH-40 PVCIONGSWEEP9C ELB@V1.5" ÐlA Sclt-4o PVCLATERAL/âSAM) ñLlm SECnoN\gr'-FiE/ FLUS}IING VALV€ DET¡\¡L\lr----'sndæ1'l't0LH¡N.Conklin AIIU1800 BlackDiarnond Mine RoadGarfield County, CdorâdoProlrct Number: C16?210t1712021by: CBOby: RBb)4 DDw3.0Sheet 3 0F 4 CBOkrc.129 Ca¡ns laneCarbondde, Cobrado 81623Ptþne 970.309.5259cdlå, ostbef g@gmail.comDESIGN2€ErrROOüAfX,(75 GPD x 2 PÊRSONS/BEDROOM¡2 B€DROOMSIÌ¡íÂSTEWATER FLOVr, : 300 GPDSTA TO WA"TER C€IJRSÊ50'N/ASTATOWEtr10û17ESTA TO HO{TSË202VSEPIIC TANK TO WA'ÊR COURSE50'NASEPTIC TAl\lKÍO I¡'gI5û186'HOUSÉ TO SEPTIC TAI{(5'5'OWIS COMPOlttEtlfrS ANDP}IYSICAI FEATTIRESMI.lttltuM RÊO{JIREDsËÎßÀckÁFPROXli,lAlË PROPOSEDSÊIBACKVALVEsleq¡ PVcBOX ATGRAOËDONOTGI.UEFINISHED EN¡OEeIT(9PËCTIOT{ P¡PETÀ¡{}iMIN- IOOO GALLONSUSÊ IOOùGALLON, TWo.COil¡PAR'IMENÍ CO¡¡CRËTÊ SEPTIC TANKWNH PUMPING SYSTEM IN 2NO COMPARTIIENÍSOIL TREATI\,ENT AREA (STA):LONG lÊRM ACCÉPTAI{CE RAIE {LTAR} r 0.65 G.¡U SFCALCULÀTED STA = Q/LTAR = 300 / 0.65 : 46 1 .5 SFPRESSURE DOSEÐ, OVER.EXCAVA'IED, Ui{JNEÐ SAND FILTER12 X 38.s',fXA HOTã DRILLEDsrAINTOTWO SOE$ OF PÞEFORìJçT¡T¡IATþN(BELOW SLtÊ ON CAP)ÌúÊD[AA INSPSC'IION PORT DETAI.\rr--ffirErSOIL PROFILE IEST PIT NO. 1SOIL PROFILÊ TEST PIT NO.2SOff- PROFIIE TËST PIT NO. 3012467IIloCLAY LOAI\¡I FILLROOTZONE OASÊR\¡ËÐMÊDIUI' EROWN CL,ÀY LOAMMÊÐIUM BRÛWNCLAY LOAMSLIP-ON PVCOONOTGLUÊMÉDIUM BROWN CLAYLOAMINSULATÊDÎRACERWREFSqSHED GRADELreÊNDþl ø.*FX ot*SEWER LINENO GROTJNÐWATËR OR BEDROû( ENCOUNIERËDDURING EXCAVATION//ìCI.EÁNOUT ffiTAlLS/ãSolLS LOG\rr--.........TrEnGonklin ÀÐU1800 Bhck Dlamond Mine RoodGadield County, ColoradöPtoþt Numbei: C1672Oale: 1fr1172ç¿1Desþned by: CBOReviev'/ed by; RBDrawnby: DDw4.0Sheet 4 0F ,l 10117¡21,8:48 AM Summary Account Percel Property Address Legal Dorcript¡on Acr€s !åñd SqFt TâxAreâ Mill Levy Subdlvision Assessed Values Assoss€d Yeår Lãnd Assessed lmprovement Assessed TotalAis€ssed Tax History TaxYear Taxes Billed R0700tr2 239509300010 18OO BLACK DIAMOND MINE RD, GLENWOOD SPRINGS, co 81ó01 Soction: 9Townshlp: 7 Range:89 SWSW4O ACRES qPubl¡c.nèt - Garfield County, CO - Property Record Card: R070012 G)qPublic.net'* Garfi eld County, CO 40 0 t28 62.7430 V¡ewMäp Owner CONKLIN, ËRIC & MICAH 18OO BLACK ÞIAMOND MINE ROAD GIÊNWOODSpR|NGS CO81óO1 Land Unltlpe SINGIE ÊAM.RES.-LAND - 1112 (RESIDENTIAL PROPERTYI Squ¡r€Feêt 0 Buildlngs Bulldlng # Units BulldlngType Âb¡tract Codes / (Property TVpël Archltecturaf Style Stor¡è¡ Främe Actual Veår Bu¡lt BaBêmentArêâ Flnish Basement Area Gro$ lvingAree TotälHeatod &Ft 8èdrooms Bâths Heatlng fuêl HaâtlntType AirConditlonlng Rooflypê RoofCover Actual Values Asse3sêd Yèâr Lând Actual lmprovementActual TotalActual It SFR SINGLE FAM.RËS.IMPROVEMT'.12 12 (RË5IDËNTIAL PROPERTY) 1.SIRY/BSM 7 WOODFRAME 7990 7,20e 1,209 1,149 2,358 4 2.75 GA5 HOTWATER NONE GABLE PRËFAB MET 2020 $2,s58.04 2ù21 $17s,000.00 ç3e2,5ÆÐ0 $5ó7,5¡lO.0O 202t $12,510,00 $28,070.00 $40,580.00 2019 $2,5e2.72 20.20 $180,000.@ s390.2é0.00 9570AéO,@ 2020 $12,870,00 $2/,e00.00 $¡to,77o.(x) 2018 $2A34.68 20t9 $1to,ooo,Ôo $390,2ó0.00 $570,2ó0.00 2{79 $72,870.W $27,900.00 $40,7'0,0ô 20t7 $2,43130 Click here to vtiglrylhçjêlh]lQI4llljg!.]þljbÉparcel oQ lLhe 6arfield Countv Treasurer's website' Transfers S¡leDåte DeedType RêcôptlonNumber 9/24/202t EASÊMENT e6443e 6tz4/202t ÊASÊMENT 95880ó ót24t2o2r EASEMENT 9s880s Book - Prge P¡ice $o $o $o Sale https://qpubtic.schnêidêrcorp.com/Applícation.aspx?þplÞ=1038&LayerlD=22381&PageTypelÐ-4&PagêlD¡9447&Q:210714312&KeyValue=R070012 1t2 19117121,8:48 AM qPublic.nei - Garfield County, CO - Propedy Record Cardl R070012 s/20/2019 5t20/2019 LL/19t2013 2l2gt20o8 70/11./2AO2 70hu2ao2 ran/2042 9/5/2002 8/At9e3 3/13/L989 3/9/7989 3n/1989 9/t4t1987 5/20/1974 BARGAIN ANDSALE DEED SPECIALWARRANTYDEED EASÉMENT GRANÍ DEED QUITCLAIM DEED WARRÀNTYDEÊD POWEROFATTORNEY POWEROFATTORNEY QU¡T CIAIM OEED WARRANTYDEED QUITCTAIM ÞEED EASEMENl WARRANTY DEËD WARRANTY DEED 92qr3? ezosæ 9#61. 74,6_7 t?? 6126!4 672643 612645 þ!?q42 457303 399.767 39e76P 399768 3858ó5 263093 1396-441 ß96-448 1396-444 7396-434 o87?-0467 075Q-05V2 0750-0576 075t-a374 072Þ0930 0459.0350 $o $5ó3,000 $Ô $o $o $¿lgz,5oo $Ô $o $o $55,0OO $0 $o $35,000 $47,500 No dâta âvellâble for the followlng modules: Photos, Sketches. r:l¡¡t'trti Ì:t t*;r: ;lr:Ì:*,::ij. -u-ssiPrive.cy.B.s-lisv Ç-Þ-l.B"Plvac-v"J:!s!lçç !psi-D¡-iE-tlpfp*aJ;.1AKQ9Z\J2:aLO-QAM Vci:rio¡r 2..:¡.1::"1 iJû\;rilled try ß)fSå,¡'p^'dçl https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD:22381&PageTypelD=4&PagelÞ=9447&Q=210714312&KeWaluê=R070012 212 ÐqPuhlic.ngt'' Garfield County, CO Overuiew f I Account R070012 Number Parcel 239509300010 Number Acres 4 [andSqFt O TaxArea 128 2019MillLevy 62.7430 Deveroæd bvGì Fsl,¡pldçr Physical Address Owner Addre¡s 18OO BLACK DIAMOND MINE RD GLENWOODSPRINGS CONKLIN,ERIC & MÍCAH 18OO BLACK DIAMOND MINE ROAD GLENWOOD SPRINGS CO 81ó01 2019Total Actual Velue Legend Ü Parcels Roadr Parcel/Account Numbers Highways - Limited Access * Highway '-'MajorRoad Local Road * MinorRoad Other Road RamP .-- Ferry PedestrianWay Owner Name r .: Lakes&Rivers - CountyBoundary Llne g567,UD last2SalesDate Price e/24/2021 $O 6/24/2027 $0 8tóo1 Date ûeeteú 1A/17/2027 LastDate Uploâded: 1O176/202X- 2:04Ð3 AM