HomeMy WebLinkAboutEngineer's OWTS Design Plan129 CAINS LANE
CARBONDALE, CO 41623
970.309.5259
cA R LA. o sT B-93$ q) Gl\4 AU-,_QO N,r
si I.) I "t- I ( ' ( '( ) \- si { I I .'t' I :i < i
July 1 1 ,2025 Project No. C1967
Dave Hodgins
dCI h(@ q u s1e n toq ro-u p.qqm
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
3-Bedroom Residence + 1-Future Bedroom
322 Sun King Drive
Garfield County, Colorado
Dave,
CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system
(OWTS) design for the subject residence. The 5.49-acre property is located outside of Glenwood
Springs, in an area where OWTSs are necessary.
Legal Description: Section: 21 Township: 7 Range: 89 Subdivision: OAK MEADOWS SUB. 3RD. Block: 3
Lot: 6
Parcel lD: 2395-211 -05-006
SITE CONDITIONS
The property is currently developed with a 3-bedroom residence. The residence is served by an existing
OWTS. The subject OWTS consists of a 1OO0-gallon Corr-A-Glass septic tank followed by a 12' x 50'
pipe and gravel soiltreatment area (STA). Garfield County lndividual Sewage Disposal System (ISDS)
Permit BB9 documents the system. The system was sized to accommodate a 3-bedroom residence. The
permit received final approval on September 9, 1980.
The septic tank was found to be in poor condition and buried extremely deep. This design will upgrade
the existing system and will be sized to accommodate a total of 4 bedrooms.
The residence is served by a community water system. The location of the water line is noted on the
lmprovement Location Certificate from 1980. The water line is on the north side of the residence and will
not come within 25-feet of any OWTS component.
The proposed STA location has an approximate ten percent slope to the northeast. The proposed area
is vegetated with native grasses and sparse trees. 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.
Clearing and cleaning of brush and undergroMh in the area of the proposed STA was completed after
our initial visit to the property.
Page2
Page 3
We have used resources available to us (such as a Google Earth images and an lmprovement Location
Certificate from 1980) to create a site plan to the best of our availability. The associated drawings are not
the result of a survey.
SUBSURFACE
The subsurface was investigated on January 22,2025 by digging one soil profile test pit excavation (Test
PiQ. A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.l
Getting equipment to the site was difficult and further difficulties were experienced gaining access to the
property beyond the driveway due to the depth of snow. Only one Test Pit was able to be excavated at the
time of mobilization.
The materials encountered in Test Pit #1 consisted of dark brown loam to a maximum depth explored of
6.0-feet. Digging deeper was difficult due to having to reach from the driveway. No bedrock or
groundwater was encountered.
A sample of the soil was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was
moderate. The soilformed a balland a ribbon less than 1-inch in length before breaking. Soil structure
shape was blocky and consistence was friable. Soil texture was both gritty than smooth.
I Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile
Evaluation of Soils Training.
Page 4
An additional Test Pit must he excavated prior to construction of the STA and this office must be
called to verify sorTs are consistent with previous findings and the soils described as the basis for
sizing of the STA.
The soil is consistent with Soil fype 2, Loam, with moderate structure grade. A long-term acceptance
rate (LTAR) of 0.6 gallons per square foot will be used to design the STA.
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Page 5
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DESIGN SPECIFICATIONS
The existing septic tank will be abandoned by pumping the tank and removing it or crushing the top,
bottom, and sides and filling in the void with onsite materials. The existing STA will be abandoned in
place. We have not been provided with the exact location of the existing OWTS components; however,
they are to the southeast of the residence.
Page 6
Desiqn Calculations:
Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4th Bedroom) = 525 GPD
LTAR = 0.6 GPD/SF
525 GPD / 0.6 GPD/SF = 875 SF x 1.0 (gravity trenches) x 0.7 (chambers) = 612.5 SF
Min. 51 'Quick 4'chambers
The OWTS design is based on 4-bedrooms. An average daily wastewater flow of 525 GPD will be used
Forthe purposes of this OWTS design, Benchmark Elevation has been established as 100'(existing
sewer line existing the residence). 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. Minimum grade refers to piping between components.
The existing sewer line existing the residence should be explored. If found to be cast iron or in poor
condition, it should be replaced with minimum 4-inch diameter SDR-35 sewer line and a minimum 2%
grade to the septic tank. A double-sweep clean out should be installed between the residence and septic
tank, where feasible.
The system installation must include a minimum 1250-gallon, two-compartment septic tank with an
Orenco@ Biotube effluent filter on the outlet tee. We have specified a 1S0O-gallon, two-compartment
lnfiltrator@ poly septic tank as they are locally available. Any state-approved concrete or poly septic tank
may be substituted. Risers must bring the manhole lids to grade for access. lf more than one riser is
added to the septic tank, an extension handle must be installed on the effluent filter.
Effluent will gravity flow to a distribution box, and then to four gravelless chamber trenches. The
distribution box must be accessible from grade and must have flow equalizers, or similar product,
installed on each outlet pipe in the distribution box to assure equal flow to each trench.
Each trench will consist of 13 'Quick 4' Standard Plus lnfiltrator@ chambers for a total of 52 chambers
and 624 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each
trench. lnspection ports must be installed at the beginning and end of each trench. Ports may be cut to
grade and placed in sprinkler boxes for access.
COMPONENT SPECIFICATIONS
The component manufacturers are typical 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 submifted, in writing, to our office for approval prior to installation. Component technical data
sheets are available upon request.
OWTS Component Minimum Elevation
Primary Tank lnlet lnvert Approximate horizontal distance 75'l min. 2oh fall I
min. 18.75" fall
Distribution Box Approximate horizontal distance 13' / min. 1% lall I
min. 1.625" fall
lnfiltrative Surface Approximate horizontal distance 36' to furthest
trench / min. 1% fall I min. 4.5" fall
Page 7
Construction must be according to the jurisdiction's adopted On-Site Wastewater Treatment System
Regulations, the OWTS Permit, and this design.
PERMIT APPLICATION INSTRUCTIONS
An OWTS Permit Application must be submitted to Garfield County Environmental Health Department.
hLtps.i/wulru.qarlield:aauntv.cam&nvlqnmentel-heaithlllleqqeqolsitesll6/OVlfl_$Appl!qaltqn-Qolxplele:
PaclGt-DeS.zQl!.Bd{. lf the OWTS Permit Application will be submitted with a Building Permit
Application, it should be submitted directly to Garfield County Building Department.
All questions regarding permit submission can be directed to Garfield County Environmental Health
Department, 970-945-661 4 x81 50.
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 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, 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.
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 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
GOMPONENT MANUFACTURER MODEL NO.COMMENTS
Septic Tank lnfiltrator@ lM-1530-2CP 1500-gallon, two-
:ompartment poly septic
lank
Effluent Filter Orenco@ 4" diameter full size filter
Tank Risers and Lids Orenco@ Double-walled PVc Rtsers and
lids (24" diameter)
urstnbutton Box PolyloK )istribution box, risers, lid, flow
-.qualizers (4)
Chambers lnfiltrator@ 'Quick 4' Plus Standard
Chamber
90 'Quick 4' chambers
Page 8
successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over
the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented
and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation
cover.
OPERATION INFORMATION AND MAINTENANCE
The property owner shall be responsible for the operation and maintenance of each OWTS servicing the
property. The property owner is responsible for maintaining service contracts for manufactured units,
alternating STAs, and any other components needing maintenance.
Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials
should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during
construction of the STA for better weight distribution. Livestock should not graze on the STA. Plumbing
fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a
running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA.
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 OWTS. No hazardous wastes should be directed into the OWTS.
Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste
only.
ADDITIONAL CONSTRUCTION NOTES
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.
LIMITS:
The design is based on information submitted. lf soil conditions encountered are different from conditions
described in this report, CBO 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 Contractors may be required
by county regulation.
Page 9
Please call with questions
Sincerely,
CBO lnc.
Carla Ostberg, MPH, REHS
(txr' { rz {isf &ro,-g
CBO lnc.
129 Cains Lane
Ca6ondale, Colorado 81623
Phone 970.309.5259
carla.oslberg@gmail.mm
N
THE LOCATION OF PROPOSED IMPROVEMENTS SHOW\I ARE
NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS
ARE APPROXMATE. IT IS THE HOMEOWNERS' DUTY TO
ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS
ARE ACCURATE. PROPERW LINES AND SETBACK DISTANCES
SHOULD BE CONFIRMEO PRIOR TO EXCAVATION. SCALED
FOR PRINTING ON '1 1'X 17- PAPER.
SCALE' 1 = 50'=0"
)
DRAWNGS MUST BE USED IN
CONJUNCTION wlTH DESIGN
LETTER DATED O7lI 112025
Hodgins Residence
322 Sun King Drive
Garfi eld County, Colorado
Project Number G1967
Dale: 07h112O25
Designed bla CBO
Drawn by: DD
w1.0
Shst 1 0F 4
CBO lnc.
129 Cains Lane
Carbondale, Colorado 81 623
Phone 970.309.5259
€rla.ostberg@gmail.6m
N
SCALE: 1 = 20'=0"\
WATER LINE LOCATION
DRVEWAY
NOTE: EXISTING SEPTIC TANK SHOULD BE
REMOVED OR ABANDONED IN PLACE AND STA
MAY BE ABANDONED IN PLACE. EXISTING
COMPONENT LOCATIONS WERE NOT PROVIDED
4" DIA SDR.35 SEWER LINE TO STA TP2(MrN. 1% FALL TO STA)+
TP1+4" DIA SDR.35 DISTRIBUTION LINE TO EACH
(MrN. 1 % SLOPE TO TRENCH)
4-BEDROOM
RESIDENCE 'QUICK-4' CHAMBER TRENCHES.
4 TRENCHES WITH 13 CHAMBERS PER TRENCH
FOR A TOTAL OF 52 CHAMBERS AND 624 SF.100'
o o
EXPLORE EXISTING SEWER LINE. REPLACE
WITH 4-INCH SDR.35
IF FOUND TO BE IN POOR CONDITION.
4" DIA SDR-35 INSPECTION PORT AT
BEGINNING AND END OF EACH TRENCH
ADD DOUBLE-SWEEP CLEAN
WHERE FEASIBLE.DISTRIBUTION BOX
WITH ACCESS AT GRADEMINIMUM 1 2sG.GALLON, TWO.COMPARTMENT
SEPTIC TANK WITH EFFLUENT SCREEN
LINE
20'UTILITY
Hodgins Residence
322 Sun King Drive
Garfield County, Colorado
ProiectNumber: C1967
Da!€: 07111nO25
Designed by: CBO
Drawn by: DD
w2.0
tu20F4
CBO lnc.
129 Cains Lane
Carbondale, Cdomdo 81623
Phone 970.309.5259
€rla.ostberg@gmail.com
DISTRIBUTION BOXWITH
AT GRADE
END PLATE
GRAVELLESS 'QUICK.4'
CHA ,IBER (4' x 3')4" DtA SDR-35
EFFLUENT PIPE FROM
SEPTIC TANK
FINISHED GRADE
24" MrN.
7- 4'DrA SDR-35 D|STRTSUT|ON./ LINETO EACH TRENCH/ 1latru. 1% sLoPE To TRENcH)
4" DIA SOR-35 SEWER LINE
(MlN 2% SLOPE TO TANK)
4'
SCREENED
OR SAND FOR
BEDDING
3" MtN.
PLACED IN
TOP PORT OF
CHAMBER END
PLATES
8'MIN.
/i TRENCH DETAIL\9|-i-rD-il
DIA SDR.35 INSPECTION
PORT AT BEGINNING AND
END OF EACH TRENCH
DIA SDR-35
BOX AND COVER BROUGHT TO GMDE
CONCRETELID-\
INSPECTION
PORT ffi{E5cffiE-
.T:
sotL 2'min
_l
BAFFLE OR
LIMIT
ANGLED PIPE
TO BE USED
AT INLETEXCAVATION
SCARIFY SURFACE
GMVELLESS 'QUICK-4'
CHAMBER (4'x 3)BAFFLE
ri CHAMBER TRENCH SECTION
OUTLETS
oooo
Hodgins Residence
322 Sun King Drive
Garfield County, Colorado
Project Number: C1967
Da!€: 0711112025
Designed by: CBO
Orawn by: DD
w3.0
shd30F4
CBO lnc.
129 Cains Lane
Carbondale, CdoEdo 81623
Phone 970.309.5259
€rla.ostberg@gmail.com
DESIGN
EXISTING 3-BEDROOM RESIDENCE + 1 FUTURE BEDROOM
75 GPD X 2 PERSONS/BEDROOM X 3 BEDROOMS + 75 GPD (4th BEDROOM)
WASTEWATER FLOW = 525 GPD
SMALL VALVE COVER
BOX OR IRRIGATION
VATVE BOX AT GRADE
CAP OR THREADED
CLEANOUT ASSEMBLY
USE MIN. 1250 GALLON, TWO-COMPARTMENT SEPTIC TANK
SOIL TREATMENT AREA (STA):
LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAL/ SF
CALCULATED STA = Q/LTAR = 525 I 0.6 = 875 SF
875 SF x 1 .0 (GRAVITY TRENCHES) X 0.7 (CHAMBERS) = 612.5 SF
4 TRENCHES, EACH WITH 13'QUICK4' INFILTRATOR CHAMBERS
COMPACT
BASE TO SUPPORT
BOX
PVC PIPE CUT TO
FIT
USE HOLE SAW TO
CUT THRU TOP OF
END
/AINSPECTION PoRT DETAIL\t---ffi
SOIL PROFILE TEST PIT NO. 1 LEGEND
[i] roam0
1
2
3
4
6
7
8
9
10
SLIP-ON PVC
DO NOTGLUE
INSULATED
TRACER WIRE FINISHED GMDE
4'DIA
DARK BROWN LOAM SEWER LINE
TO TANK
/iCLEAN OUT DETAIL\9r--R'rffi
NO GRCUNDWATER OR BEDROCK ENCOUNTERED
DURING EXCAVATION
Hodgins Residence
322 Sun King Drive
Garfield County, Colorado
ProjectNumber: C1967
Dale'. O7l'nn025
Designed by: CBO
Drawn by: DD
w4.0
Shsl4 0F 4
a
This does not constituts
a build or use permit,
GARFIELD COUNTY DEPAFTMENT OF ENVIRONMENTAL HEALTH
2014 Bloke Avenue
Glenwood Spilngs. Cololado 81601
Phone i(303) 945-7255
TNDTVTDUAL SEWAGE D|SPOSAL pERMlr N[r fS0
Owner Dr. Rol I and oeYounq
l,-:' Lot 6,'Flllng 3, Oak Hoadorf;",...., System Location
Licensed Contractor Enterorlre Cons t.
V'I
May we suggest /;k q"+ 't 3 'e/er"p o h /8 2 ? ".{ s' ,/n € /'.
' Conditional Construcrion approval ir hereby granted lor a -J-Q,-QJ)-gallon
Absorption area (or disperral area) computed as lollows:
Perc rate ot one inch in ,/2. ,minutes requires a rnlnlmum o, / 7 S*. ,o,,
Therefore the no. of bedroorns 3 * /J-Xq, ft. mtnimum requirement
ot<
ol(
(
Date I nspector
ft, of absorption area per bedroom,
= a total o!# C1q. ft. of absorption.rr€a,
i
Date ln
FINAL APPROVAL OF SYSTEM:
No system shall be deemed to be in compliancewith the Sewage Disposal Lawe until the assembled system is approved prior to cover.
ing any part.
dl l(Septic Tank access for inspection and cleaning withln 12" of ground surface or aerated accoss ports above ground'surface.
Proper materials and assembly.OR
&r<
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,!:.
:
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Trade name of septic tank or aerated trestment unit. ( e rr - 14- 6 /c n s
Adequate absorption (or dispersat) area. / 2 X CO ,.Tn e l" //, J
Adequate compliance with permit requirements,
Adequate compliance with County dnd State regulationslrequirements.
Other
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
.CONDITIONS:
1. All instoltation must comply with all requirements of rhe County lndividual Sewage Disposal Regulations, adopted pursuant to au,thority granted in 66.44-4, CRS f 963, amended 66-3.14, CRS 1963,
2' This permit is valid only for connection to structures which have fully complied with County zoning and building requiremonts.
Connection to or use with any dwelllng or structureE.not approved by the Building and Zoning office Jhall automatically be e viola.
tion of a requirement ol the perrnit and cause for both legal rction and revocation of the permit,
3. Section lll, 3.24 requires any porson who constructs, llters, or instolls rn individual sowagedisposal syst€m in a mannerwhlch in.
l\ volves a knowing and material variation from the termg or specificetions conloined in theipplication lf pormir commits a Class l, :
2, Potty Offense {$500.00 fine - 6 months in jail or both}.
I t
Building Official - Permit White Copy Applicont - Green Copy Dept. - pink Coor
'' l'i;i!4t.rjtil0rilu;*it,lu -ir,,lou.r,-.,*
iiaga-Tto -----
INDIVIDUAL HOMT SEWAGE TREATMENT SYSTEMS APPLICATION
e-ry-
Fees Pai d $JSg\-
Date 9-S:EDr
0wner:P.'D"Ou at
Attach separate sheets or report showing'entire area with respect to surrounding areas,
topography of area, habitable buildings, location of potable water wells, soil percola-
tion test holes, soil profiles ln test ho'les (see Page 3).
Mai I Address:Ci ty:ZJ p ; .- - -_ _.- Phone :_
INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW
l. Location of Facility: County GARF I ELD Clty or Town
Legal Description
?. 'No. of Bedrooms
/.r/ ^Ft/.n'- 3- ^Lot Size S,A,
2 Septi c Unit Capacity
3. Source of Dornestic Water: Public A/arce Dsvrir
Private: Well _ Depth 0ther Depth to lst gnound water table
4. Is facility within boundaries of a clty/town or sanitation district?
5. Distance to nearest sewer system:Morre-
Have you attempted to arrange a connection with the system?t6
If reJected, what was the.reason?
6. If R.P.E. tested, state rate of absorpt'ion in test ho'les shown on the location map, in
minutes per inch of drop in water level after holes have been soaked for 24 hours:
7. Name, address, and te'lephone of R.P.E. who made soil absorption tests:
9
8. Name, address, and telephone of R;,P.E. responsible for deslgn of the system:
Express permlssion is hereby granle{ for the inspection of the above property by any
member of the Garfield County Bui'lding & Sanitatlon Department and/or such persons as
they may designate. Any withdrawal of thls permission shall be in writing and receipt
acknow'ledged by the County Buildjng & Sanitation Department.
I have been given an opportunity to read the Indivldual Sewage Dlsposal Systems Regula-
tions of Garfield County and I hereby agree to comply with all terms, conditions and
requi rements I ncluded therei n.
t0.
*{n r,^,'^-'
gna
(T0 BE RETURNTD T0 BLDG. & SANI. DEPT.)
reo can
Page Three
a
PLEASE DRAlll AN.ACCURATE MAP TO YOUR PROPERTY
INDICATE BELOl,l THE LOCATION OF YOUR BUILDINGS WATER SUPPLY AND DISTRI-
t^
t
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st-
.b
\,
(T0 BE RETURNEq T0 BLDG. & SANI. D8PT.)
ELDORADO ENGINE€RING COMPANY co!suL;rNG €NGTNEEAS ' FE6rsrEn€D L^No suFVEVoRs
e?3 sLA(E AVENUE P.O. 3OX 669 GL€NTVOOO srFra6S. COLOCAOC e150r 301',9'5 35C5
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322 Sun King Drive Legend
5121125, 12:49 PM
Garfield County, CO
Summary
Account
Parcel
Property
Address
Letal
Description
Acres
Land SqFt
TaxArea
MillLew
Subdivision
qPublic.net - Garfield County, CO - Property Record Card: R080060
R080060
23952t705N6
322 sUN KING DR, GLENWOOD SPRINGS, CO 81601
Section: 2lTownship:7 Range: 89 Subdivision: OAK MEADOWS
SUB.3RD. Block:3 Lot:6
5.449
0
131
75.4630
OAK MEADOWS sUB. 3RD.
Map
Owner
HODGINS, DAVID & CICERYOVA" VANDA
322 SUN KING DRIVE
GLENWOOD SPRINGS CO 81601
Land
Unlt Type SINGLE FAM.RESTLAND - 1112 (RESIDENTIAL PROPERW)
Square Feet 0
Acres 5,48
Buildings
Bulldlng#
Unlts
BulldlngType
Abstract Codes / (Property Typel
Architectural Style
Stories
Frame
Actual Year Built
BasementArea
Gross LivingArea
Total Heated SqFt
Bedrooms
Baths
Heatlng Fuel
HeatlngType
Alr Condltionlng
RoofType
RoofCover
1-
1
SFR
sINGLE FAM.RES.IMPROVEMTS.l212 (RESIDENTIAL PROPERTY}
TRI LEVEL
!
WOOD FRAME
1980
957
2,787
2,787
3
2
ELECTRIC
ELEC BS BD
NONE
GABLE
COMPSHN6L
2025 2024 2023
Actual Values
TaxYear 2022 202t
Actual Value $966,330.00 $860,9/10.00 $860,9r10.0o $580,2@.q)$580,200.00
https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD-:4&PagelD=9447&Q=661305&KeyValue=R080060 'll2
5121125, 12:49 PM
Assessed Values
TaxYear
qPublic.net - Garfield County, CO - Property Record Card: R080060
2025 2024 2023 2022 202L
Non School Assessed Value $60,400.00 $o.oo $o.oo $0.00 $o.oo
School Assessed Value $68,130.00 $o.oo $o.oo $o.oo $o.oo
pre2o2sAssessedvatue $o.oo $57,680.00 $57,680.00 $40,320.00 $41,480.00
faqt
Tax History
TaxYear 2024 2023 2022 202L
Taxes Billed $4.3s2.72
elicq hgrgtrl Y!9w,ihq.ti!x itfurraatjql4{ tJris ttqr. qel o!1 t11-e.Gat
Transfers
$4,227.72 $3,246.s6 $3,298.16
Sale Date Deed Type Receptlon Number Book - Pase Sale Prlce
2t24/2025 SPECIALWARRANry DEED 100449r $1.025.000
6/2917999 WARRANWDEED 544290 1738-487 $285,0o0
utsl7994 SPECIALWARRANTY DEED 0893-0130 $o
to/4t7993 QUITCLAIM DEED 0878-0014 $o
u30/7992 SPECIALWARRANTY DEED 0825-0143 $o
tl7/t90o Deeds
Property Related Public Documents
Cticl( here to view ProDertv Relnted Public Docutnt:nts
No data available forthe followlng modules: Photos, Sketches,
0538-0726 $o
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Overview
L,
i F,-
Total Actual
Value
Legend
I I ear."tt
Roads
Parcel/Account
Numbers
Owner Name
Lakes & Rivers
- County Boundary
Line
$0 Last 2 sales
Date Price
2/24/2025 $1,025,000
6/29/1e99 $2Bs,ooo
Account R080060 Physical 322 SUN KING DR
Number Address
Parcel Number 239527705006 GLENWOOD SPRINGS
Acres 5 OwnerAddress HODGINS, DAVID&CICERYOVA,
LandSqFt 0 VANDA
TaxArea 13! 322 SUN KING DRIVE
Mill Levy 75.4630 GLENWOOD SPRINGS CO 81601
Dale created: 5 /21/2O25
Last Data Uploaded: 5/27/2025 2:7I:48 AM
8 1601
Develoved bv$71:.SCHNEIDER
a'i:o!;ajA".)xi.
Item #
lm-{53&2Gp
{S8O tiallon TWo Gompar{msnt
lnflltrator@ Poly Tank
TANK TOP
HALF
CONTINUOUS
EI.ASTOMETRIC
GASKET
175.6"TANK
INTERIOR SEAM CLIP
(86)TOP VIEW
ruq{TCNT
DOWEL(18)TANK BOTTOM
HALF
24' ACCESS PORT
wTH LOCKTNG LrD (3)
Ta{c}zdu&gk
@ uro+ercxr sEAM sEcloN DETATL
OUTLETTEE
2/3 TOTAL VOL TOTALVOL
5"
SIDE VIEW
SEAM CLIP
. Compliont with CSA ond IAPMO Stondordsr PVC risers ovoilobler Secondory sofety screen ovoiloble with
PVC riser
r Moximum buriol depth is 48"
o Minumum buriol depth ls 6"r Tonk is not roted for vehiculor troffic
loodingr Exterior of monhole cover includes the
following worning: "DANGER DO NOT
ENTER: POISON GASES"
LIFTINgSTRAF
(rYPrcAr)
END VIEW
ffir,rrnfJ,*n'
littAlottllLlt
Net
Weight l
Net Workin
1st Comp. 2nd
Co, Digging Specs lnvert Dimensions
16' Long x 7' Wide , Inlet Outlet Length , Width
175.6" 61.7"
Height
54.5" 501 lbs.43" below inlet 47 44"1006 gol , 503 9ol 1509 gol
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Residential Biotube' Effluent Filters
Applications
Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube
L.rsert Filters, and Biotube Base Inlet Filters are ideal for residential septic
tanks and have a lifetime warranry. They preverrt large solids from leaving
the tank, dramatically improving wastewater qualiry and extending the life
oF residential drainfields.
4-in. (1
4-in. (100-mm) Biotube Jr.
(4-in. Biotube cartridge aanil-
able separately as Insert Fiher)
B-in. (200-mm)
Base Inlet Fiher
4-in. (100-mm)
Insert Filter
o{t
;-.1 ,o l$n
Orenco's ntperior ffiuent f lters resist clogging better than nll other bmnds. Our strtn-
dard, full-sized 4-in. (100-mm) Biotube Effirent Filter prouides maximttm long-term
protection in a completepackage, with housing, Onr 4-in. (100-mm) BiotubeJr., at
half the size of our standard model, has more f hering capacity than the full-sized f hers
so/d by other mnnttfacturers. For tanhs with existing outlet tees, the Biotube Insert Fiher
is ideal. And for low-prof le tanks, therc's the Base Inlet Fiher.
* Covered by parenr numbers 5,492,63, and 4,439,323
To Order
Call your nearest Orenco Systems@, Inc. distributor. For nearest distribu-
tor, call Orenco ar 800-348-9843 or go to www.orenco.com and click on
"Disributor Locator."
APS-Ff-1
Bev.3.4 @ 11/10
0renco Systems@, lnc.
Standard Features & Benefits
. Has 5-10 times
more flow area
than other brands,
so lasts many
times longer
between clean-
ings, increasing
homeowner
satisfa ction
. lnstalls in min-
utes inside new
or existing tanks;
extendible tee
handle for easy
removal
. Easyto clean by
simply hosing off
whenever the tank
needs pumping
. Removes about
trruo-thirds of sus-
pended solids, on
average, extending
drainfield life
. Corrosion-proof
construction, to
ensure long life
. Lifetime warranty
0ptional
Features &
Benefits
. Alarm available, to
signal the need for
clea ning
. Flow modulating
discharge orifices
available to limit
flow rate leaving
tank, mitigat
ing surges and
increasing
retention time
. Custom and
commercial sizes
ava ilable
Biotube
Filtering
Process
Effluent from the
relatively clear zone
of the septic tank,
between the scum
and sludge layers,
horizontally enters
the Biotube Effluent
Filter. Effluent then
enters the annular
space between the
housing and the
Biotubes. utilizing
the Biotubes'entire
surface for filtering.
Particles larger than
the Biotube's mesh
are prevented from
leaving the tank.
tl->*-
ft*.,ff..r
€
Orenco Systems"
lncorpolitlcc
(,harying rlr Wlrtl' s/:t
llia li l.) or: \Yh t r n t n r r"
www.crenGo.com
Nomenclatures
4-in. Biotube Filter (standard)
FTn I04!n-
A-in. Biotube
Effluent Filter
Extendible PVC handle
Stainless steel set screws
Top seal plate
Air vents
Biotube@ filter ca rtrid ge
Solid base
Filter housing
4-in. Biotube Jr
Tank wall
--T--
| 0ptions:
Blank = n0 optionsl\il = flow modulati0n plale installedA = float bracket attached
Cartridoe height: 28" and 36" are standard
H0using height: 36" and 44" are standard
Filter diameter (inches)
W = fits
S = fits
Type 3034 outlet pipe
Schedule 40 outlet pipe
Blank = 1/8" filtrationP = 1/16" filtration
Biotube effluent filter series
8-in. Biotube Filter {base intetmodel)
FT! os 22-14 B[--l**r-
I 0ptions:A = float bracket
FS = 2" outlet orifice
FSO = 2"0utletorificeand overflowplate.
Base inlet rnodel
Cartridge height: 1 4" standard
Housing height: 22" standard
Filter diameter (inches)
- Riser
wall
0B=B"
Blank = 1/8" filkationP = 1/l6" filtration
Biotube effluent filter series
. Also available with coupling and sleeve as a "kit": FI-OVEBFLOWKIT
4-in. Biotub0 JL (includes cartridge and housing)
FT J Ino+ ts---r-
I 0ptions:
Blank = no optionsM = flow m0dulati0n plate installedA = float bracket attached
Cartridge height (inches)
Filter diameter (inches)
W = fitsType3034outletteeS = fits Schedule 40 outlet tee
Blank = 1/8" filtration
P - 1/l6" filtration
Junior series
Biotube effluent filter series
4-in. Biotube Filter lnseft (cartridse only)
FT in04 18 -!-E
-T*rrr,ornro
indicates North
options
Carolina
(e.9., NC
regions)
W = fits Type 3034 outlet teeS = fits Schedule 40 outlet tee
Cartridge height (inches)
Filter diameter (inches)
Blank = 1/8" flltrationP = 1/l6" filtration
lnsert
-_J F_===i
Biotube effluent filter series
Distributed Bv:J
Double Walled pVC Rirer & Lid Options
Poly Lid
(Static load bsbd to 5m0 bs). Skid resistance surhoe. Available in green. Highest level of UV Prcbction lnduded. lncludes a fuam gasket br airtight and
wabrtight applications. lncludes squar€ drive scf€ws b discourage
unauthorized entsy. lnsulation panels achieve R-10 insulaton rating
2'of lnsulation
Standard
Orenco @ DuraFibern Access Lids (FLD)
Not recommended br vehicular haffic
24'and 3O Diamebrc. Solid, reslnlnfused frberylass conefruc{ionr 20,00G1b breaking sfrengilh. Standard groen or brown coloe. Available with orwithout urclhane lid gasket. Available with carbon filhation. 4 stainless steel flathead sod(et cap scrsrys & hex
key wrendrr lnsulabd lids availaUe - 2'or4'
Double Walled PVC Riser
. Available in 24' and 30' Diamebr. Cut to length. Sold in +l-2'incrernenb. Must be cut botrvoon ribs
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48"
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ALL-IN.ONE 12
ENOCAP
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:NflLTRATOA SY$TEM3. INC. $TANSARD LIMITE} WANNANTY
(a) The structural integrity of each chamber, end plate, wedr'te enci other accessory manufal:tured by lnliltrator ( "L,rrits"), when inslalled nd
agarnsl ,Jefective ntaterials and workmsriship ior one year fro[] the date tlral the septic permit is issued lor the septic systefl] conlainin!l the Li'lits:
piovitied, however, that if a septiL- pernlt is not required lry epplicable law, the warrantv period will begin upon lhe date ihat inslallatior ol tlre
septic syslem coinmences. To exeicise ils waiianty dghts, llolder must notify lnfillralor in writing 3t its Corpilate l'leadqLraters irr Old Sayblook,
by this l-inriled Uiarranty lnliltrator's liability speciticalty excludes tlre cost of removal and/or inslallation of the Units
(b)THE LTMtIED WARRANTY AND RFMEDTES lN SLtBPARAGRAPIT (a) AnE EXCLUSIVE. TFIERE ABE NO ClTl-{Fli wARRi\NTIFS WITH RESPELIT
io rHr trrurrs, tNCLLTDtNG No [vlpLrED wAREANTTES oF MEFcHANTABtLITY oR FITNESS FOi"l A PARflctlL.\R PUflPosE
(c)lhisLinritedWairantvshaltbevoidifanypartoithe!'hambersystemismanuiactLredbvanyoneollrerlhanlnfrltrator. TheLimited\ryaoanty
does not extenrl to incidental, oonsequential, special or indirect damages. lnfiltlalor shall not be llable for penaliles or liqui<lated danlages'
including loss of production and profits, labor and mate.ials, overhead costs, or other losses or expenses inculred try the llolder or any thild parlv
Sper-ific;lly e\duded lrom Llmited Wailanty coverage are dsfi]age to tlre Unjts due to Lrrdinarv wear and tear, 3lteration, accident, misuse. sbuse
tlre tJnits; tajlule ol the Llnits Or the septic systenr due to inrproper siting Lrr inrprliper sizilg, excessive water usage, improper gresse disposal,
or improper operation; or any other event noi caused []y lnliltr.elor. This Lfitited w*3tant!, slrsll be void lf the tlolder lails to corlplv with all ol lile
fhird parlv resulting lrorn inslallation or shiprnent, or lrom any proLjuct li3bilrty clairns oi liolder oi itnv third party. For ihis Lirnited Watrantv to
installation instructiorls,
(d) No repiesenlative of tniiltr3klr hss the suthority to clranqe or extend this Limited Warranty. No warranty spplies lo any pafty other than the
origrral Hoider.
The aLrove represenls tlte St3ndard Limited Wananty otfered bv lnfillrato{. A lirniled nufrlrer ol stotes and courlties have drllereill warranlv
lLl obtein c clrpy of the 3ppliceble wai,antv, and should caretLrllV read that warranly prior to ihe pur!-hase ol Unifs
r
IN FILTRAT'OR-
syst*:"'i'l * in *,
tl Business Prlrk Road * P.C). Llox 76t-l
Old $aybrook, CT 06471i
860.5'77.7000 " FA)( 860.577.?00i
soCI.221.4436
www. i nf iltratcrsystern s.com
Ouick4 Flus $tandard Charnber Specificaticns
Size(\#xLxH).,34" x 53" x '12" (86 cm x 135 cm x 31 cm)lrrvert Height .,,.,.,...,..,,,, 0.6", 5.3", 8,0', 12.7'
(1.5 cm, 8,4 cm, 18.5 cm, 22'6 cm)Effective Length ..,....,,48" t122 cnt)
U.S.Patents:4,759,6ti1i5.017,Gl1;5,156,48u;5,336,017;5,401,I16;5,401.459;5'511'903;5,716,16i1,5,588,778;5'839844
Can3dianPalenls: 1,329,95-0;2.00.1,564 Olherpateiltspending.
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