HomeMy WebLinkAboutEngineer's OWTS Design Plan129 Cnlrus Lnrue
CeReoNonm, CO A1623
970.309.5259
cARLA.oSTBERG@GMAI L.coM
Ht.:I,'r.l( : (:( ):\stl :t,'t.ttY(;
January 1,2022
Benjamin and Erica Coon
c/o Brad Jordan
bradiordanarchitecture@omail.com
Project No. C1682
subsurface lnvestigation and onsite wastewater Treatment system Design
4-Bedroom Residence + 1 Future Bedroom
Lot 3, Rapids on the Colorado
Garfield County, Colorado
Benjamin and Erica,
CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system
(OWTS) design for the subject residence. The 2.329-acre property is tocated outside of New Caifle, in
an area where OWTSs are necessary.
Legal Description: Section:4 Township: 6 Range: 91 Subdivision: RAPIDS ON THE COLORADO Lot:3
Parcel lD: 2181-043-07-003
SITE CONDITIONS
The property is currently undeveloped. A 4-bedroom residence and detached garageiworkshop with
plumbing are proposed. A future bedroom is contemplated.
The property will be served potable water from a community water system. The water line will enter theproperty from the east. The water line will not come within 2S-feet of any OWTS component.
The Colorado River is located approximately 128'to the northwest of the proposed STA.
The proposed soil treatment area (STA) location has an approximate 2% slope to the northwest. The
proposed area vegetated with native grasses.
There should be no traffic or staging of material over the future STA site to avoid compaction of soilsprior to construction of the STA.
SUBSURFACE
The subsurface was investigated on November 15,2021 by observing three soil profile test pit excavations
(Test Pits) that were excavated prior to our arrival at the property. A visual and tactile soil analysis was
completed by Carla Ostberg.l
The materials encountered in Test Pit #1 mnsisted of light brown loam to 4.o-feet, underlain by light brown
loam with increasing cobbles to a maximum depth explored of 8.0-feet. No bedrock or groundwlter was
t Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile
Evaluation of Soils Training.
Page2
encountered. Test Pit #1 was excavated the area of the proposed residence.
The materials encountered in Test Pit #2 consisted of light brown loam to 6.0-feet, underlain by light brownloam with increasing cobbles to a maximum depth exflored of 8.g-feet. No bedrock or groundwater wasencountered.
The materials encountered in Test Pit #3 consisted of light brown loam to 6.0-feet, underlain by light brownloam with increasing cobbles to a maximum depth explored of 8.g-feet. No bediock or groundwater wasencountered.
Test Pits #2 and #3 were excavated in the area of the_ proposed STA. With increasing cobbles beginningat approximately 6-feet below grade, the proposed infiltrative area will remain shallow, with installa'tion a[approximately 2-feet below grade.
A sample of the soils was taken from Test Pit #2 at3-teel below grade. The soil structure grade wasmoderate. The soil formed a ball and a ribbon approximately 1-inch in length before breaki-ng. Soilstructure shape was blocky and consistence was friable to fiim. Soil textuie was both gritty ind smooth.
9IA lling is based on Soil Type 2, Loam with moderate structure grade. A long term acceptance rate
LLTAR) of 0.6 gallons per square foot will be used to design thi owTs in aicordance GarfieldCou nty On -Site Wastewater Treatment System Reg ulation's.
View Test Pit #1 , cobbles begin at 4'
Test Pit #1
Page 3
Test Pit #2,begin at 2'
View of and
Backfill
Pit #3
Page 4
Test Pit #3
View of property
a
Backfill
Looking toward the Colorado River
Sieved sample Ribbon approximately 1-inch in length
Page 5
DESIGN SPECIFICATIONS
Design Calculations:
AverageDesignFlow=T5GPDx2people/bedroomx3Bedrooms+T5GPDl4tnBedroom)=525GPD+
future bedroom 150 GPD = 675 GPD
LTAR = 0.6 GPD/SF
675 GPD / 0.6 GPD/SF x 1.0 (pressure dosed beds) x 0.7 (chambers) = 766 t-
The new OWTS design is based on 4-bedrooms and possible future bedroom. An average daily
wastewater flow of 675 GPD will be used.
For the purposes of this OWTS design, Benchmark Elevation has been established as Finished Floor of
the Main House 100' (5503.5'). The Finished Floor elevation of the Garage/ Workshop with plumbing is
99'. 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 OWTS installation practices. Component elevations may change during
installation due to site conditions.
The 4-inch diameter SDR-35 sewer lines exiting the residence and garage must have double-sweep
clean outs and a minimum2o/o grade to the septic tank. The sewer line from the garage should tie into
the sewer line from the main house with a wye fitting prior to entering the septic tank.
The system installation will include a 2000-gallon, two-compartment concrete septic tank with an
Orenco@ Biotube Pump Vault and an Orenco@ PF3005 pump in the second compartment of the septic
tank. The floats should be set to dose approximately 80 gallons each pump cycle, allowing approximately
2 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.
A 1.S-inch diameter Schedule 40 pump line must be installed from the pump to an Orenco@ automatic
distributing valve (ADV), model 6402. This pump line must have a minimum 1o/o grade for proper drain back
into the tank after each pump cycle. The ADV must be placed 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 existing the ADV remain visible for future inspection and maintenance.
OWTS Gomponent Minimum Elevation
Primary Tank lnlet lnvert Approximate horizontal distance 55' / min. 2% fall I
min. 13.75" fall
Automatic Distributing Valve Approximate horizontal distance 15'/ min. 1% rise
for drain back / min. 1.875" rise
lnfiltrative Surface Approximate horizontal distance to furthest bed 16'
/ min. 1o/o'fall I min. 2" fall
Dose Range Max = 171 gal. (675 GPD x25o/o
+ 2 qallons drain back)
Min. 62 gal. (15 gal x 4) + 2 gat
drain back
Dose Setting 80 gallons/dose 2 gallons drain back (15' I 1.5"
diameter oumo line)
Float Separation 2000 gallon 2-compartmet Valley
Precast concrete septic tank
6" on/off float separation
Pump Criteria 31.4 gallons per minute (GPM)22.8 feet total dynamic head
ffDH)
Page 6
Effluent will be pressure dosed through 1.5-inch diameter pipes to two beds, each with 2 rows of 17'Quick 4' Standard Plus Low Profile lnfiltrator@ chambers, for a total of 68 chambers and 816 square feet
of infiltrative area. There must be at least 6-feet of undisturbed soil between each bed. Efflueni will be
pressure dosed to 1.S-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 3-feet on center. Each lateral must end in a g0 degree ell facing -up
with a ball valve for flushing. Valves may be placed in a valve box, accessible from grade, for accesl. '
lnspection ports must be placed at the beginning and end of each trench. Ports may Oe 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
GBO lnc. must approve alternative components prior to instatlation of the OWTS. Requests must
be submitted, in writing, to our office for approval prior to installation. Gomponent technical data
sheets are available upon request.
Construction must be according to Garfield County On-Site Wastewater Treatment System Regulations, theowrs 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 oulined 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 lnc. must view the OWTS during construction. The OWTS observation should be performed before
backfill, afier 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.COMMENTS
Septic Tank Valley Precast Item # 2000T-2CP-HH 2-compartment concrete
reptic tank with high
read pump
Pump Orenco@ PF300511%HP
120 Volt
Biotube ProPak Pumo
Packaoe
Orencoc)BPP3ODD
dose
Tank Risers and Lids Orenco@ Double-walled PVC Risers and
-ids (24" diameter)
Orenco@ v64024 1.5" lnlet and Outlets
an Orenco@ Double-walled PVC Risers
and Lids (30" diameter)
Orenco@ Ol'150 1.5 inch diameter (84 total)
(Jrenco(D 1.5" diameter (2) 45" or 90" long sweep only
(4 total)
Chambers lnfiltrator@ 68'Quick 4' Low Profile
chambers
Page 7
ln an effort to improve the accuracy of the record drawing, we request that the installer provide asketch of the installation, including path of the sewer lines, water line installation (ii applicable),
septic tank location, STA location, and measurements from building corners or another fixed
gbjects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS DesignPacket' Photographs of the installation and final cover are also requested to supplement our installation
documentation.
REVEGETATION REQU IREMENTS
An adequate layer of go_o! l_uality topsoil capable of supporting revegetation shall be placed over the entire
disturbed area of the OWTS installation. A mixture of nativre grais seed that has good soil stabilizing
characteristics (but without taproots), provides a maximum transpiration rate, and fompetes well wit6
successional species. No trees or shrubs, or any vegetation requiring regular inigation shatibe placed overthe STA' Until vegetation is reestablished, erosion and sediment control measires 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 theproperty' The property owner is responsible for maintaining service contracts for manufactured inits,
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. plumbin!
fixtures should be checked to ensure thit no additional water is being discharg6U to OWTS. For example, I
running toilet or leaky faucet can discharge hundreds of gallons of waler a daylnd 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 yearc, or as needed gauged by measurement of
solids in the tank. Garbage disposal use should be minimized, and non-biodegrada-ble mate1als should not
be placed into the OWTS. Grease should not be placed in household drains. toading from a water softenershould not be discharged into the OWTS. No hazardous wastes should Oe OirdcteO 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 offreezing. 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 breakerand 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 graOe.
Backfill over the STA must be uniform and granular with no material greater than minus 3-inch.
Page 8
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 countyregulations. Requirements not specified in this report must follow applicable county relulations. The
contractor should have documented and demonstrated knowledge of the requirementianJregulations ofthe county in which they are working. Licensing of Systems bontractors may be required-by countyregulation.
Please call with questions.
Sincerely,
CBO lnc.Reviewed By
(auta }xfu"/rE t
Carla Ostberg, MPH, REHS Romeo A. Baylosis, PE
T-27-2022
l
at*388U'
Pump Selection for a Pressurized System - Singte Famity Residence Project
Coon Residence
Parameters
1.25
15
40
1.50
6402
J
40
1.50
2
3
40
1.50
4
68
40
1.50
5132
3
5
None
0
Galculations
100
300Discharge Assembly Size
Transport Length Before Valve
Transporl Pipe Class
Transport Line Size
Distribuling Valve Model
Transport Length After Valve
Transport Pipe Class
Transport Pipe Size
Max Elevation Lift
Manifold Length
Manifold Pipe Class
Manifold Pipe Size
Number of Laterals per Cell
Lateral Length
Lateral Pipe Class
Lateral Pipe Size
Orifice Size
Orifice Spacing
Residual Head
Flow Meter
'Add-on' Friction Losses
feet
inches
inches
inches
feet
inches
inches
feet
feet
inches
feet
inches
feet
feet
feet
250
150
50
PumpData
5 10 15 20 25
Net Discharge (Spm)
30 35 40
200oolr
IoF
tt(!o
.9
E
G
o
6
oF
Minimum Flow Rate per Orifice 0.68
NumberofOrificesperZone 46
Total Flow Rate per Zone 31.4
Number of Laterals per Zone 2
% Flow Differential 1st/Last Orifice 3.5
Transport Velocity Before Valve 4.9
Transport VelocityAfter Valve 4.9
Frictional Head Losses
gpm
gpm
fps
fps
Loss through Discharge
Loss in Transport Before Valve
Loss through Valve
Loss in Transport after Valve
Loss in Manifold
Loss in Laterals
Loss through Flowmet€r
'Add-on' Friction Losses
Pipe Volumes
6.9
0.9
7.4
0.2
0.0
0.4
0.0
0.0
00
feet
feet
feet
feet
feet
feet
f€et
feet
Vol of Transport Line Before Valve
Vol of Transport Line After Valve
Vol of Manifold
Vol of Laterals per Zone
Total Vol Before Valve
Total Vol After Valve
|quirements
31.4
22.8
1.6
0.3
0.3
14.4
1.6
15.0
gals
gals
gals
gals
gals
gals
PF3005 High Head Effluent Pump
30 GPM, 1/2HP
11 5/230V 16 6OHz, 200Y 36 6OHz
PF3007 High Head Eflluent Pump
30 GPM,3/4HP
230V 10 60H2, 200/460V 30 60Hz
PF3010 High Head Effluent Pump
30 GPM, 1HP
230V 1O 6OHz,2OO|46OV 30 6OHz
PF3015 High Head Effluent Pump
30 GPM, 1-1l2HP
230V 1O 60H2,20012301460V 3O 60Hz
gpm
SYSTEMSn
'l
I
j \?
System Curve: -
Pump Curve: *
Pump Optimal Range:-
Operating Point: O
o
Design Point:
feet
N
tf--ErEr-_l
SCALE: 1 = 50'=O'
DMWINGS MUST BE USED IN
CONJUNCTION WTH DESIGN
LETTER DATED O 1 IO1 12022
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LINE
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RESIDENCE
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THE LOCATION OF PROPOSED Ii,IPROVEMENTS SHOWN ARE
NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS
ARE APPROXIMATE. lT lS THE HOMEO\,r,NERS DUTYTO
ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS
ARE ACCURATE. PROPERTY LINES AND SEIBACK OISTANCES
SHOULD BE CONFIRMED PRIOR TO EXCAVATION, SCALED
FOR PRINTING ON 1,I'X 17" PAPER.
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CBO lnc.
129 Cains Lane
Carbondale, Colorado 81 623
Phone 970.309.5259
€da.ostberg@gmail.com
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lE STA
TP3
SEPTIC
TANK
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Coon Residence
Lot 3, Rapids on the Colorado
Garfi eld County, Colorado
ProjectNumber: C1682
Designed by: CBO
Dalei 0110112022
by: RB
DD
Reviewed
Drawn by:Sheet 1 0F 4
PROFILE CHAMBER BEDS CONNECTED WITH A LEVEL MANIFOLD.
EACH BEO HAS 2 ROWS OF 17 'QUICK 4' CHAMBERS FOR A TOTAL OF 68 CHAMBERS
AND 816 SQUARE FEET,
1,5'DIA SCH.4O SUSPENDED LATERALS WITH 5/32' DIA ORIFICES, 3'O.C FACING UP.
FIRST AND LAST ORIFICES FACING DOWN FOR DRAINAGE COVERED WITH AN ORIFICE
SHIELD.
2OOO.GALLON 2.COMPARTMENT SEPTIC TANK WITH AN
ORENCO PUMP PACKAGE IN THE SECOND COMPARTMENT
RISERS AND LIDS TO GRADE
/ /t
rwo (2) Low
1.5" DIA SCH-40 PUMP LINE,
1.5" DIA SCH4O PVC DISTRIBUTION LINE TO EACH BED
1.5" DIA SCH.4O LEVEL MANIFOLD
(MIN 1% DRAIN BACK TO TANK)/t
AOV MODEL 6402 AT HIGH POINT,
ACCESSIBLE AT GRADElt
TP3
6'
rP2+
,I.BEDROOM
RESIDENCE
FF 100'
(5503.5)
CBO lnc.
129 Cains Lane
Carbondale, Colo€do 81 623
Phone 970.309.5219
carla.ctb€rg@gmail.com
Coon Residence
Lot 3, Rapids on the Colorado
Garfield County, Cdorado
Project Number: C1682
Date: 0110112022
by: CBO
by: RB
DD
Designed
Reviewed
Drawn by:
TP.I
87
FLUSHING VALVE AT
END OF EACH LATEML
INSPECTION PORT AT
CORNER OF EACH BED
LINE
o
t
03s
.01 A(2
DRIVEWAY
4" DIA SDR-35 SEWER PIPE WTH CLEANOUT
MIN 2% FALL TO TANK. SEWER LINES CONNECTED
WITH WYE FITTING BEFORE ENTERING SEPTIC TANK\-\ / ..N/?
w2.0
N
i-----ffia@ffir----l
SGALE: 1'= 20'4"
Sheet 2 0F 4
,I.5'DIA. SCH-40 PUMP LINE FROM TANK
(MIN- IYO DRAIN BACK TO PUMP CHAMBER)
il02 ADV WITH ACCESS ATGME
1.5'DIA SCH.4O PVC SUSPENDED
LATEMLS WTH 5A? ORIFICES
FACING UP 3' O.C. FIRST AND
LAST ORIFICES FACE OOWN FOR
DRAINAGE
AUICK4(TM) LOW PROFILE END
CAPS
INFILTMTOR(R)
CHAMBERS, 3' X 4' LOW
6'
INSPECTION PORT AT
CORNER OF STA
END EACH LATERAL IN A 90"
SWEEPING ELL FACING UP WTH
A BALL VALVE FOR FLUSHING
STA TO WATER COURSE 50'124',
STA TO WELL 100
STA TO HOUSE 20'55',
SEPTIC TANK TO WATER COURSE 50'1U',
SEPTIC TANK TO WELL 50'
HOUSE TO SEPTIC TANK 5'
OWTS COMPONENTS AND
PHYSICAL FEATURES
MINIMUM REQUIRED
SETBACK
APPROXIMATE PROPOSEO
SETBACK
DIA VALVE BOX
WTH SECURED LID
PVC SLIP X MALE
PIPE THREAD
ADAPTERWCAP
,I.5" DIA BALL
VALVF
1.5'DIA PVC LONG
SWEEP 90'BEND
1.$ DIA SCH-40 PVC
DISTRIBUTION LINE FROM
ADV
1.5'DtA SCH-40 PVC
LEVEL MANIFOLD
BACKFILL WTH NATIVE MATERIAL
34 CHAMBERS EACH BED
4\CHAMBER BED PLAN\rr--------rF;G
FOR
(MUST BE MTNUS S|NCH
OR TOPSOIL
4' DIA SDR 35 PVC
INSPECTION PORT AT
FLUSHING ASSEMBLY
INFILTMTOR(R)
QU|CK4CTM) LOW PROF|LE CHAMBER, 3'X4
DIA SCH.4O PVC SUSPENDED
EACH CORNER OF
EXTENT OF
EXCAVATION
SCARIFY SURFACE
2'
INSTALL DISCHARGE
PIPE AND VALVE
ECCENTRIC TO
CENTER OF VAULT
END CAP
/iCHAMBER BED SECNON\5r---._anet
TATEMLS WTH 582' ORIFICES
FACING UP 3 O,C. FIRST AND
LAST ORIFICES FACE DOWN FOR
DRAINAGE. SUSPEND WTH ZIP
TIES /.\ FLUSHING VAL\E DETAIL\9r--i6.ffi
w3.0
CBO lnc.
'129 Cains Lane
Carbondale, Colorado 81 623
Phone 970.309"5259
€da.ostberg@gmail.com
Goon Residence
Lot 3, Rapids on the Colorado
Garfi eld County, Colorado
Project Number: C1682 by:
by: RB
DD
01t01/2022
by: CBO
Sheet 3 0F 4
SMALL VALVE COVER
BOX OR IRRIGATION
VALVE BOX AT GMDEDESIGN
4AEDROOM RESIDENCE + 1 FUTURE BEDROOM
75 GPD x 2 PERSONS/BEDROOM x 4 BEDROON,TS = 52S GpD
75 GPD x 2 PERSONS/BEDROOM x,I BEoRooM = 150 GPD
WASTEWATER FLOW = 675 cpD
TANK;
MIN. 15OO GALLONS
USE 2OOO-GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WTH
ORENCO PUMPING SYSTEM IN THE SECOND COMPARTMENT
SOIL TREATMENT AREA (STA):
LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAU sF
CALCULATED STA = Q/LTAR = 675 / 0.6 = 1 125 SF
PRESSURE DOSED, BEDS = 1 i25 SF X i.0 = 1 12S SF
CHAMBERS = 1.125 SF X 0.7 = 788 sF / 12 sF / CHAMBER = MIN.66 GHAMBERS
TWO GMVELLESS CHAMBER BEDS
2 ROWS OF 17'QUICK 4'CHAMBERS IN EACH BED
TOTAL 68 'QUICK 4' CHAMBERS
SOIL PROFILE TEST Pfi NO. 1 SOIL PROFILE TEST PIT NO- 2
LIGHT BROWI\ LOAM LIGHT BROWN LOAM
LIGHT BROWN LOAM WTH INCREASING
PERCENTAGE OF COBBLES
FINISHED GRADE
24'MtN.
3'MtN.
/AIRENCH DETAIL\r-------nrrs
SOIL PROFILE TEST PIT NO, 3
LIGHT BROYVN LOAM
LIGHT BROWN LOAM WTH INCREASING
PERCENTAGE OF COBELES
4'PVC PIPE CUTTO
FIT
(DlISeEc'ltoN_Pos*cH AM BER
AUTOI\,IATIC
DISTRIBUTING
VALVE ASSEI\4BLY
1.5'DtA SCH40
PVC INLET AND
OUTLETS
4" DIA SDR.35 SEWER
(MrN 2olo SLOPE TO TANK,
MrN. 1% TO STA)
SCREENED
COI\,IPACT
END
BASE TO SUPPORT
BOX
USE HOLE SAWTO
CUT THRU TOP OF
CAP OR THR€ADED
CLEANOUT ASSEMBLY
VAL\E DETAIL
FINISHED GRADE
HOUSE
OR SA}ID FOR
BEDDING
8'
0
30" DIAMETER PVC
RISER
FROM
PUMPING
SLIP.ON PVC
DO NOT GLUE
INSULATED
TMCERwlRE
4'DIA
SEWER LINE
2
4
5
6
LIGHT BROWN LOAM WTH INCREASING
PERCENTAGE OF COBBLES
I
NO GROUNDWATER OR BEDROCK ENCOUNTERED
DURING EXCAVATION TOTANK
10
LEGEND
fiil r@m
/.\CLEANOUT DETAIL\7ASOILS LOG\rr--ft,ft
w4.0
CBO lnc.
129 Cains Lane
Carbondale, ColoEdo 81 623
Phone 970.309.5259
cada.ostberg@gmail.mm
Coon Residence
Lot 3, Rapids on the Colorado
Garfi eld Gounty, Colorado
ProjectNumber: C1682
Date: 0110112022
Designed by: CBO
by: RB
DD
Reviewed
Drawn by:Sheet 4 0F 4
111t22,9..53 AM
Summary
Account
Parcel
Property
Address
Legal
Descriptlon
Acres
Land SqFt
Tax Area
MillLevy
Subdivlsion
View Map
Owner
COON, BENJAMIN DON & BRUCKER COON, ERICA
222 BLACKHAWK DRIVE
NEW CASTLE CO 81547
Land
Unlt Type 1 AC TO VT 5 AC - 0520 (VACANT LAND)
Square Feet 0
Actual Values
Assessed Year
Land Actual
lmprovement Actual
Total Actual
Assessed Values
Asressed Year
Land Assessed
lmprovement Assessed
TotalAssessed
Tax History
Jbx Year
Taxes Billed
qPublic.net - Garfield County, CO - Property Record Card: R17O35S
6qPublic.net'" Garfield County, CO
R170355
218104307003
,NEWCASTLE,CO 81647
Section;4Township: 6 Range: 91 Subdivision: RAPIDS ON THE
COLORADO Lot: 3
2.329
o
T7
62.32rO
RAPIDS ON THE COLORADO
Click here to view the tax information for this @
Transfers
202L
$825.t2
2020
$s30.40
20.2r
$45,640.00
$o.oo
$4s,640.00
2027
$13,240.00
$0.00
$13,240.00
20L9
$s09.12
2020
$32,s60.00
$0.00
$32,560.00
2020
$9,440.00
$o.oo
$9,440.00
201A
$664.24
2079
$32,s60.00
$0.00
$32,560.00
2079
$9,440.00
$o.oo
$9,440.00
20t7
$56s.80
Sale Price
$210,000
Sale Date
8/t2/202t
6/70/2027
70/20t2003
72/28/200r
9/8/t997
9/8/L997
9/5/L997
9/3/L997
70/74/L996
6/75/1992
tl/8/7974
77/8/L974
7t/7/7974
Reception Number
96L620
958023
639203
594733
513354
513353
s1?3s5
573352
499822
435827
265351.
265350
265246
Book - Page
t316-983-987
7032-0948
7032-096t
7032-0945
o996-0665
0834-0233
0466-0207
o466-0204
0466-0029
Deed Type
SPECIAL WARRANTY DEED
EASEMENT
Plat
SPECIALWARRANTY DEED
SUBDIVISION I MPROVEMENTS
Plat
QUITCLAIM DEED
SPECIAL WARRANTY DEED
RESOLUTION
RESOLUTION
WARRANTYDEED
WARRANryDEED
WARRANry DEED
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
No data available for the following modules: Buildings, photos, Sketches.
https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&pagelD= 9447&Q=1755240261&KeyVatue=R170355 1t2
'1,11122,9:53 AM qPublic.net - Garfield County, CO - Property Record Card: R170355
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https:i/qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1755240261&KeyValue=R170355 212
d
G)qPuhlic.ttet"" Garfield County, CO
Account
Number
Parcel
Number
Acres
Land SqFt
Tax Area
2019 Miil
Levy
R170355
218104307003
2
0
o77
62.32LO
Physical
Address
Owner
Address
0
NEWCASTLE
COON, BENJAMIN DON & BRUCKER
cooN, ERIcA
222BLACKHAWK DRIVE
NEW CASTLE CO 81647
Overuiew
s
Legend
i ! parcets
Roads
Parcel/Account
Numbers
Highways
- Limited Access
- Highway
Major Road
Local Road
Minor Road
Other Road
Ramp
* " Ferry
Pedestrian Way
Owner Name
i j Lakes&Rivers
- CountyBoundary
Line
2019Total Actual $45,640 Last 2Sales
Value Date Price
B'J.647 8/72/2027 $210,000
6/to/2o2r $o
Date created: llU2O22
Last Data Uploaded: I/7/2Q222:O3:53 AM
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