HomeMy WebLinkAboutOWTS DesignI29 CAINS LANE
C¡ReoNnel-r, CO A1623
970.309.5259
CARLA. OSTBERG@GMAIL.COM
stt¡"l'r( : <'( Dl;slt'f .'l'lls(i
May 25,2021 Project No. C1596
Sherman Muller
shermanlt(@me.com
clo Martin Mata
matadesiqn(Omac.com
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
4 Bedroom Residence
TBD Clipper Place
Garfield County, Colorado
Sherman,
CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system
(OWTS) d'esign for the subject residence. The 32.376-acre propefi is located outside of Carbondale, in
an area where OWTSs are necessary.
Legat Description: Section: 29 Township: 7 Range:87 Subdivision: STIRLING RANCH PUD Lot: 24
32.377 ACRES
Parcel lD: 2391291 05024
SITE GONDIT¡ONS
The property is currently undeveloped. A 4-bedroom residence is proposed.
The residence will be served potable water from a community water system. No OWTS component will
come within 25-feet of the water line as it enters the property from the east.
The proposed soiltreatment area (STA) location has an approximate five to ten percent slope to the
north. The proposed area is located north of the residence.
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 March 16,2021 by digging two soil profile test pit excavations ([est
Pits). A visual and tactile soi analysis was completed by Carla Ostberg at the time of excavation.l
The materials encountered in Test Pit#1 consisted of dark brown topsoil to 1.5-feet, underlain by medium
brown to clay loam to a maximum depth explored of 6.5-feet. No bedrock or groundwater was
encountered.
r Carla Ostberg holds a Certificate of Attendance and Examination from the CPOWVisual and Tactile
Evaluation of Soils Training.
Page2
The materials encountered ¡n Test Pit #2 consisted of dark brown topsoil to 1 .5-feet, underlain by medium
brown to clay loam to 4.5-feet, underlain by dense, tan calcareous clay matrix to a maximum depth
explored of 7.O-feet. No bedrock orgroundwaterwas encountered.
A sample of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was
moderate. The soilformed a ball and a ribbon 1 to 2-inches in length before breaking. Soil structure
shape was blocky and consistence was friable to firm. Soil texture was both gritty and smooth.
STA sízing is based on SoilType 3, Clay Loam with moderate structure grade. A long term acceptance
rate (LTAR) of 0.35 gallons per square foot will be used to design the OWTS.
Test Pit #1
{
å
1.I:
Backfill
Page 3
i;;"''d,; '
.i.,s rii.li r t¡.îÉÈ$'{S4i¡i
;1¡f:1j.,;¿r1 jil::+t.rjiHÈ\¡i,iÀ;r;. i .
:ånaü*1r.._,.,,..,,
Jt*ri*;¡,.,
':;;.-,,r'-.'
View of Test Pit #1
Ë
o
Test Pit #2
Sieved sample Ribbon 1-2 inches in length
Page 4
DESIGN SPECIFICATIONS
Design Calculations:
Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4ü' Bedroom) = 525 GPD
LTAR = 0.35 GPD/SF
525 GPD / 0.35 GPDiSF x 0.8 (pressure dosed trenches) x 0.7 (chambers¡ = 840 SF
The OWTS design is based on 4-bedrooms. An average daily wastewater flow of 525 GPD will be used.
For the purposes of this OWTS design, Benchmark Elevation at lower-level finished floor 7104' has been
established as 100'. The sewer line will likely exit the crawl space at approximately 98' (7102'). 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 sewer line exiting the residence must have a double-sweep clean out and a minimum 2o/o gradeto
the septic tank. ln order to achieve gravity flow to the septic tank, it must be installed near the existing
fence line. An additional clean out must be installed in the sewer line because of the length of the run.
The system installation will include a 15OO-gallon, two-compartment poly lnfiltrator@ septic tank with an
Orenco Biotube Effluent filter on the outlet tee followed by a S0O-gallon poly lnfiltrator@ pump chamber
with an Orenco@ Biotube Pump Vault and an Orenco@ PF3005 pump. The floats should be set to dose
approximately 70 gallons each pump cycle, allowing approximately 6 gallons of drain back after 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. We recommend Valley Precast out of Buena Vista be contracted for start-up of the
pumping system.
Table
A 1.5-inch diameter Schedule 40 pump line must be installed from the pump to an Orenco@ automatic
distributing valve (ADV), model 6605. This pump line must have a minimum 1o/o grade for proper drain back
into the tank afrer each pump cycle. The ADV must be placed at a high point in the system and be placed 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 existing the ADV remain visible for future inspection and maintenance.
Minimum ElevationOWTS Gomoonent
Approx. horizontaldistance 94'l min. 2o/ofall / min.
23.5'fall to seotic tank
Primary Tank lnlet lnvert
Automatic Distributing Valve Approx. horizontal distance 58' / min. 1o/o rise I
min.7.25" rise
lnfiltrative Surface (to furthest trench)Approx. horizontaldistance 45' Imin.lo/otall / min.
5.625" fall to furthest trench
Min. 50 gal. (11 gal x 4) + 6 gal
drain back
Dose Range Max = 137.25 gal. (525 GPD x
25o/o + 6 gal drain back)
6 gallons drain back (58' / 1.5'
diameter pump line)
Dose Setting 70 gallons/dose
5.5" on/off float separationFloat Separatíon 500 gallon single-compartment
lnfiltrator@ poly pump tank
15.7 gallons per minute (GPM)19.2 feet total dynamic head
(TDH)
Pump Criteria
Page 5
Effluent will be pressure dosed through 1.5-inch diameter pipes to five trenches, each w¡th 14 'Quick 4'
Standard Plus lnfiltrator@ chambers, for a total of 70 chambers and 840 square feet of infiltrative area.
There must be at least 4-feet of undisturbed soil between each trench. Effluent will be pressure dosed to
1.5-inch diameter laterals, which 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 placed 2.5-feet on center. Each lateral must end in a 90 degree ellfacing 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 at the beginning and end of each trench. Ports may be cut to grade and covered
wíth a valve box for access.
COMPONENT SPECIFICATIONS
The component manufacturers are typical of applications used by contractors and engineers in this area.
GBO 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.
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 outlined in this
design. The installer must review this design thoroughly and coordinate with our offce 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. Communícation between the installer and this office is
expected throughout the installation.
COMPONENT MANUFACTURER MODEL NO GOMMENTS
Septic Tank lnfiltrator@ Item # lM-1530-2CP 1SO0-gallon,2-
:ompartment poly septic
lank
Effluent Filter Orenco@ 4-inch diameter, full size
filter and housinq
Pump Tank lnfiltrator@ Item # lM-540-HH 500-gallon, single
compartment poly pump
chamber
Pump Orenco@ PF30051 1 Y2HP
120 Volt
Biotube ProPak Pump
Packaqe
Orenco@ BPP3ODD /ault, Filter, Control Panel
'demand dose)
Tank Risers and Lids Orenco@ Double-walled PVC Risers and
Lids (24" diameter)
ADV Orenco(Ð v66054 1.5" lnlet and Outlets
ADV Riser and Lld Orenco@ Double-walled PVC Risers
and Lids (30" díameter)
Or¡t¡ce Shields Orenco(Ð os150 1.5 inch diameter (10 total)
Flushing Assembly Orenco@ 1.5" cliameter (2) 45" or 90" long sweep only
(5 total)
Chambers lnfiltrator@ standard Plus 70'Quick 4' Standard Plus
Chambers
Page 6
INSTALLATION OBSERVATIONS
CBO lnc. must view the OWTS during construction. The OWTS observation should be performed before
backfìll, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing
síphons, 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 installation, including path of the sewer lines, water line installation (if appl¡cable),
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 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 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 seruice contracts for manufactured units,
altemating 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 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 O\ /TS. 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
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.
PageT
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 wíth no material greater than minus 3-inch.
LIMITS:
The design is based on information submitted. lf soil conditions encountered are different from conditions
described in report, CBO lnc. should be notified. All OWTS construction must be according to the county
regulations. Requirements not specifled 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.
Síncerely,
CBO lnc Reviewed By:
(p',,, (* ts+ bu 'g
Carla Ostberg, MPH, REHS Romeo A. Baylosis, PE
" 6-2-2021
t Í
h ai¡
o
cñ.38823
Pump Selection for a Pressurized System - single Family Residence Project
MULLER RESIDENCE / LOT 24 STIRLING RANCH
Paramètêrs
Discharge Assembly Size
TÊnsporl Length Before Valvé
Transport Pìpe Class
Transport L¡ne Size
Distribuling Vatue Model
Transport Length Aller Vâlve
ïEnsport P¡pe Class
TEnsport P¡pe Size
Ms Ëlewt¡ø Lift
Man¡fold Lôngth
Manifold P¡pe Class
ft¡lanifold P¡pe Size
Number ofLâtôrals per Coll
Lateral Length
Lateral P¡pe Class
Lateral Pipe Size
Orilice gize
Oriñco Spacing
Res¡dual Head
F¡ôw Mêlet
'Add-on' Friction Losses
300
Câlculat¡ons
1.25
58
40
1.50
6605
45
40
1.50
5
0
40
1.50
5
56
40
1.50
5t32
2.5
5
None
0
¡nchs
fæt
inches
fæt
¡nches
¡nches
feet
inchos
inches
feEl
feet
fæt
feet
¡nches
fed
150
t
Attt.
:Eôt-
't3a
'oI
It
E
Ê5c¡
ã
o
[4inimum Flow Râlê per Orifice
Number ol Orillces per Zone
Total Flow Rale per Zone
Number ofLatsals per Zone
ô¿ Fl@ Differont¡al lsulast or¡ficG
TÊn8port Velocity Before Valve
TËnsport Veloc¡ty Afrer Valve
0.68
15.7
1
2.5
2.5
gpm
gpm
i/i,
fps
fps
Loss through D¡scharge
Loss ¡n Transport Beforê Valve
Los through Valve
Loss ¡n Tr¿nsport afierValvo
Loss ¡n Mânifold
Loss in Lalerals
Loss thrcugh Flwmeter
Add-on' Fricl¡on Losses
Pipe Volumes
1.7
0.9
5.6
o.7
0.0
0.0
0.0
fæt
feet
fæt
fGôt
feel
fegl
feet
feet
100
50
PumpDetâ
Vol ofTransport Ljne Before Valve
Vol ofTranspoú UneAner Vâlve
Volof Mânifold
Vol ofLâterals psrZone
Total Vol Before Valve
lotal Vol Afrer Valve
M¡nimum Pump RequiremenG
6.1
4.8
0.0
5.9
6.1
10.7
gals
gals
gals
gals
gals
gals
0 5 10 40
Design F¡ow Rate
Total Dynam¡c Head
15.7
19.2
gpm
15 20 25
Net Discharge (gpm)
30 35
Pump curye:
Pump Opt¡ma¡8ango:
operatìËiPo¡nt:
oesiftoint:
fæt Legend
PF30O5 H¡gh Head Effuent Puñp
30 GPM, 1/2HP
1 1 5123(N 1ø 60H2, 200V 3ø 60H¡
PF3O07 H¡gh Head Efrlueoi Pump
30 GPM,3/4HP
230V 1 ø 60H2, 200/,160V 3ø 60Hz
PF3010 H¡gh Head Effuent Pump
30 GPM, IHP
230V 1ø 6OHZ,2O01460V 3ø 60Hz
PF3015 H¡gh Hsd Efiuent Pump
30 GPM, 1.I/2HP
n(N 1ø 60Hz,2oOl230l460V 3ø 60Hz
-T
ta.0NIXXX¡.. IIIt-SCALE: I = 50'=0"TPÀI,,1I-,tITP+óÈ''tîðÞBARNRESIDENCE-t--- }-. 5f+,//i PROPERWì,/./.-PLACÉ,/ah_,/.., ¿'THE LOCAÎION OF PROPOSEOSHOWN ARE NOT THE RESULT OF AsroPROPERTY SURVFT/. THÉ LOCATIONS ARE ^PPROXIMATE, lT lS IHE HOMEOWNERS DUTYTO ENSURE ALL CONSTRUCTION AND IMPROVEMEÑT LOCATIONS ARE ACCIJRATÊ.PROPËRTY LINES AND SETBACK DISTANCES SHOULD gE CONFIRMED PRIOR TO/EXCAVATION. SCA¡-ED FOR PRINTING ON 11'17'PAPERI,' ,,/,'l'/DRAWINGS MUST BE USED INCONJUNCTION WTH DESIGNLETTER DATED 05/252021ORIVEWAYlhìw1 .0Shs€t I 0F 4Muller ResidenceTBD Clipper PlaceGârñeld County, ColoradoProþctNumb€n C1596o5nsno21by: CBOby: RBby: DDCBO lnc.ili¡ FourWhæl ùiye RoadCaÈondåle, Colorado 81 623Phone 970,309.5259carla.ostb€rg@gma¡|.æm
I.5- DIA SCH4O PUMP LINE.(MIN 1% DRAIN BACKTO TANK)SEWER PIPES CAN BE RUN IN SAME TRENCH IFDESIRED TO MINIMIZEO SITE DISTURBANCE.5 TRENCHES EACH WITH 14 'QUICK 4'CHAMBERS = 70 CHAMBERS =MO SF1.5' DIA SCH.4O PVC SUSPENDED LATERALS WTH 5/3? DIA ORIFICES2.5' O.C. FACING UP. FIRST AND LAST ORIFICES FACING DOWN FORDRAINAGE COVERED WITH ORIFICE SHIELDS1sOO-GALLON 2-COMPARTMENT POLY SEPTG TANKFOLLOWED BY A sOO€ALLON SINGLE-COMPARTMENTPUMP CHAMBER. RISERS AND LIDS TO GRADEXX:¡Nt'l3cN!l eNuslr¡- 4' DIA SOR.35 INSPECTION PORT ATBEGINNING AND END OF EACH TRENCH7ts7\dlå/+TP2\¡oomonnl clenN our oN 4" DIA sDR-35SEWER LINE\4' DIA SDR.35 SEWER PIPE WTH CLEANOUTMIN 2% FALL TO TANKFLUSHING VALVE AT END OF EACH LATERAL7t1.5' DIA SCH.4O DISTRBUTION LINES 10 ÊACH TRENCHFUTURËN_' _- '. ADV MODEL 6605AT HIGH POINTWTH ACCESS AT GRADE7103SCALE:1"= 2O{)'*o'*;1"- -----'ì7o110104 AFR.^/ \/ñPROPOSED OWTSæ04prArûs&w2.0She6t 2 0F 4Dalei 0il292021Des¡gned by: CBORevi€wed by: RBDrawnby: DDMuller ResidenceTBD Clippsr PlacsGaffi èld County, ColoradoProjoct Number: C1596CBO lnc.33 FourWhælDrive RoadCarbondåle, Colorado 81623Phons 970.309.5259€rla,o€tb€rg@gmail "com
INFILÍRATORENO PLATEGMVÊLLESS'QUICX4'CHAI¡SER (a'r 3)1,5' DIA SCH¡O SEWERLINE 10 ÊACH TRÊNCHL5. DtA 8CH.40EFFLUENT PIPE FROMMffiERSLIP-ONACCESS ATIN IOP PORÌINSPECTIONDO NOT GLUEGRADÉINSULATEDPUCED4'TRACERWREFINISHED GRADEOF C'IIÁ¡IIBÊR ÉNO PLAIESsolL2DISÌR|AUT|ON LINES4'TO OIHER TRENCHES(5 TOTAL)SÉYVER UNËDIA SDR¡s INSPECTIONEXCAVAÎONPORI AT BEGINNII.IG ANDEND OF EACH TRÊNCHl¡UtCK4,SUSPEND LATERAf,SCHAI¡EER (4 r g)END EACH I.Â'TËRAL IN A 90' LONGSWEEPING ELL FACING UP WlH A BAIIVÀVE IN A VALVE BOX ACCËSSIBLÊ A1GRADEI .I DIA SC}I.4O PVC STJSPENOED NÌERALwfrH c32" DlA oRrFlcÉs AT 2.$ o,c. FACTNGUP. FIRST AND TÄSI ORIFICËS FACE DOVYNWIH AN ORIFICE SHIELO FOR DMINAGEZIP.Í¡ES TO UNDERSIDEOF CHAMBERS/I CHAMBER fRENC+t PLAN\!r____ru.Fræ@,ç!rycroN ,o/^"rorr.ru""^.:êi,Eåå?ixi8-/ã CaEÂ,NOUT DEÍAIL\gr-rrüESMAI VIW COVERBOX OR RRETNNVALVE gOX Al GME30" DI¡'METER PVC1 O' DIA VALVE BOXWlH SECURED LID1.5" Br'C SLIP X MALEPIPE THREADADAPTERWCAF1.5'DIA BALLVALVERISERCAP OR THREÆ)EDCLilOUTASSffiLYr.5'DrASCH40 Pl/CLONG SV\TËEP gO" ELBOWÊASE TO SUPPOfITBüF^/C PIPE CUTTODISTRJBUIINGVALVE ASSEMBLYÊND CAPFROMUSE HûE SW TOCUT ffRU rcP OFPUMPING.5'DTASCH-1015" ÐtA Sot-t4o F{/CSUSPENDED LAIERAI-ENDPl/C INLÊÎ ANDOU'TLETS/;\INSPEC1ION PORI IN OIAMSER\1/-ffi/ã\ AUTOMATC DISTRIBUÎNG\gr'-"'...............'-MVALVÊ DETAIL/: FLUSHING VAL\Ê DEIAIL\gr-¡tTlæw3.0Sheet 3 0F 4Muller ResidenceTBO Cltpp€¡ Plac€Garfield County, ColoradoProject Numb€n C1596luat,: o5t2sfal21tes¡gneo ¡y: ceo¡Rêvlevtred by: RBlDrawn by: DDCBO lnc,33 F@r Whod Dri\€ RoadCe¡bondale, Colorado 81623Phons 970.309.5259carla.oslberg@gmâil,com
DESIGN4€EDROOT RESIDENCÊ75 GPD x 2 PERSOilSBEDROOM x 3 BEDROOMS + 75 GPD (4TH BEDROOM)WASTEWATER FLOW = 525 GPDTANKMIN. I25O GALLONS + CAPACITY FOR PUMPING SYSTEMUSE 1sOO.GALLON, TWO{OMPARTMENT POLY SEPNC TANK + S@ G¡LLONPOLY PUMP CFIAMBÊROWTS COMPONENTS ANDPHYSICAL FEATURESMINIMUM REQUIREDSÊlBACKAPPROXMATE PROPOSEDSE'ÍBÀCKHOUSÊ TO SEPTTC fArü(&tSEPTIC TANK TO WELL50N/ASEPTIC TANK TO WATER COURSÉ50,N/ASTA TO HOUSE2g44'STATO WErl-100'l,UASTA TO WATER COURSEwASOIL'ÍREATMENT AREA (STA):LONG TERM ACCEPTANCE RATE (LTAR) = 0.35 GAU SFCALCULATED STA = Q/LTAR = 525 / 0.35 = 1500 SFPRESSURE DOSÉD TRENCHES = 1500 SF X 0.8 = 1200 SFCHAMBERS = 1200 SF X0.7 = 840 SF5 TRENCHÊS, EACH WTTH 14 QUICK 4 INFIL'IRATOR CHAMAÊRSTOTAL 70 CHAMBËRS,840 SF INFILTRATIVEAREASOIL PROFILE TEST PIT NO. ISOIL PROFILÉ TEST PIT NO, 20I234567I910DARK BROW! IOPSOIL24' TOPSOIL AND ROOT ZONE DEPTHMÊDIUM BROWN CI..AY LOAMMEDIUM BROWN CLAY LOAMFINISHED GF¿ADETAN CALCAREOI'IS CLAY MATR¡XLÊGENDf! ¡op8o¡lF:T€lcâmGciåy maüixf,?l aavmm4' DIA SDR.35 SEWER LINE(MrN 2% SLOPE TO TANK)NO GROUNOWATË.R OR BEDROCK ENCOUNTÊRËODURING EXCAVATIONSCREENEDOR SAND FORBEDDING3r MtN.rMIN,¡.1SOII.S LOG\rr-----ñæA'IRENCH DETAIL\lr--GræIBACKFILLw4.0Sheet 4 0F 4Date: 0512512021Des¡gned bli: C8OReviewed by: RBDrawn blr DDMuller ResidenceïBD Ctipper PlaceGarfi eld Coun9, ColoradoProjedNumb€r: C1596CBO lnc,33 Ferwhæl ùive RædCarbondale, Colorâdo 81623Phonè 970.309.5259carla.cçtb€¡g@gmail.com
5t29t2021 qPubl¡c.net - Garfield County, CO - Property Record Card: R008799
fÐ qPublic.net'" Garfr eld County, CO
Summary
Account
Parcel
Property
Addr¿ss
Legal
Description
Acres
Land SqFt
TaxArea
Mill Levy
Subdivision
@,-&p
Owner
MULLER,SHERMAN & JAME5, JANICE
2SOOVERLOOK ROAD
CARBONDALE CO 81ó23
Land
UnitType VACANT RES LOTS - 0100 (VACANT LAND)
Square Feet 0
Actual Values
Assessed Year
Land Actual
lmprovement Actual
Totâl Actual
AssessedValues
Assessed Year
Land Assessed
lmprovement Assessed
Total Assessed
Tax History
Tax Year
Taxes Bi¡led
R008799
239r29t05024
OCLIPPER PL, CARBONDALE, CO 81ó23
Section: 29Township:7 Range: 87 Subdivision: STIRLING RANCH PUD
Lot:24 32.377ACRES
32.376
0
7I
75.5380
STIRLING RANCH PUD
2020
94,928.84
202L
$2s0,000.00
$o.oo
$250,000.00
2021
$72,s00.00
$o.oo
$72,500.00
2079
$4,972.64
2020
$225,000.00
$o.oo
$225,000.00
2020
$ó5,250.00
$o.00
$ó5,250.00
2018
$4,L67.O4
20t9
$225,000.00
$o.oo
$225,000.00
20t9
$ó5,250.00
$o.oo
$ó5,250.00
2017
$3,983.1ó
Click here to viewthe tax lnformation for this oarcel on the Garñeld Countv Ïreasurer's webs¡te.
Transfers
77/2I/2007 WARRANryDEED
7t3!/2OO6 QUITCLAIMDEED
Sale Date
9/24/2020
6/7/20t9
Deed Type
WARRANTY DEED
AGREEMENT
Rêception
Number
942657.
942L75
Book -
Page
1835-
01ó0
1354-672
1354-662
7322-402
L322-407
L269-478
7769-631
679-804
ó35-813
574-304
416-75
738393
705103
SalePrice Grantor
$272,5oo NYSTROM, BOB; NYSTROM, MICHELE
$O STIRLING RANCH PROPERTYOWNERS
ASSN
$450,000 STtRLtNG 5UN MESA tNC
$o
$O STIRLINGSUNMESA,INC
$O STIRLINGSUN ME5A,INC
$0 STtRLTNG PROPERT|ES, INC
$5,500,000 STtRLtNG PROPERTIES, INC
$O STIRLING, JOHN M.
$o
$o
$o
$o
$o
Grantee
MULLER, SHERMAN; JAMES, JANICE
NYSTROM, BOB; FREEMAN,
GREGORYAi...
NYSTROM, BOB; NYSTROM, MICHELE
STIRLING SUN MESA,INC
STIRLING 5UN MESA, INC
STIRLING PROPERTIES, INC
5/14/2002
5/13/2002
rl15/200?
r/75/2002
7/3t200r
17/26/1999
r2/2/\985
9/t5/L983
4/7/L98t
12/14/I970
DECLARAÏION
AGREEMENT
SPECIALWARRANTY
DEED
WARRANTY DEËD
PERSONAL REP DEED
LETTERS
RESOLUTION
AFFIDAVIT
QUITCLAIM DEED
WARRANTY DEED
603327
6033?6
59ó038
596037
58453ó
558189
367025
345827
315719
2485
No data available forthe following modules: Buildings, Photos,5ketches.
https;//qpublic.schneidercolp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=62068160&KeyValue=R008799 112
Ð qPublic.net'" Garfield County, CO
Account
Number
Parcel
Number
Acres
Land SqFt
TaxArea
2019M¡ll
Levy
R008799
239729105024
Physical
Address
Owner
Address
OCLIPPER PL
CARBONDALE
MULLER, SHERMAN & JAMES,
JANICE
23OOVERLOOKROAD
CARBONDALECO 81ó23
2019Total Actual
Value
Overuiew
Legerd
[*] earcets
Roads
Parcel/Account
Numbers
Highways
: LimitedAccess
- Highway
Major Road
Local Road
Minor Road
Other Road
Ramp
-" Ferry
Pedestrian Way
Owner Name
: ì Lakes&Rivers
- CountyBoundary
Line
$250,000 Last2sales
Date Price
9/24/2020 $272,5@
6/U2019 $O
81623
32
o
011
75.5380
ù ate cr e ate d: 5 / 29 / 2A27
Last Dâtâ Uploaded: 5/29/2027 2:O4:O2 AM
Deverooed bv(t ì gpþgFJgçt