HomeMy WebLinkAboutEngineer's OWTS Design PlanI29 CruruS L-ANE
CARBoNDAT-e, CO A1623
970.309.5259
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May 5,2025 Project No. C1948
Tom Lester
to ml@ lesterdevelopment. com
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
S-Bedroom Residence
500 Whitecloud Road
Lot 6, Whitecloud Ridge Subdivision
Garfield County, Colorado
Tom,
CBO lnc. performed a subsurfiace investigation and completed an onsite wastewater treatment system
(OWTS) design for the subject residence. The 6.212-acre property is located outside of Carbondale, in
an area where OWTSs are necessary.
Legal Description: Section: 28 Township:7 Range: 87 Subdivision: V/HITECLOUD RIDGE SUB-DIV Lot:
6 6_212 ACRES
Parcel lD. 2391-294-1 8-006
SITE CONDITIONS
The property is currently undeveloped. A 5-bedroom residence is proposed.
The residence will be served by a community water system. The curb stop is located near the
subdivision road on the north side of the property. The water line will not come within 2S-feet of any
OWTS component.
The proposed soiltreatment area (STA) location has an approximate ten percent slope to the southwest.
The proposed area is vegetated with sage and native grasses.
There should be no traffic orstaging of material overthe future STA site to avoid compaction of soils
priorto construction of the STA.
SUBSURFACE
The subsurfa@ was investigated on March 18,2025 by digging two soil profile test pit excavations (Test
Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.l
The materials encountered in Test Pit#1 consisted of dark brown clay loam topsoil to 2.O-feet, underlain by
light brown calcareous clay matrix to a maximum depth explored of 6.5-feet. No bedrock or groundwater
was encountered.
t Carla Ostberg holds a Certificate of Attendance and Examination fiom the CPOWVisualand Tactile
Evaluation of Soils Training.
Page2
The materials encountered in Test Pit#2 consisted of dark brown clay loam topsoil to 2.0-feet, underlain by
light brown calcareous clay matrix to a maximum depth explored of 7.0-feet. Sidewall appeared to be
more dense than in Test Pit #1 , No bedrock or groundwater was encountered.
A sample of the soil was traken from Test Pit #1 at 3-feet below grade. Soil structure grade was moderate
to weak. The soilformed a ball and a ribbon less than 1-inch in length before breaking. Soil structure
shape was blocky and consistence was firm. Soil texture was both grifty and smooth.
Calcareous clay matrix is consistent with Soil Type 2A with weak structure grade. A long-term
acceptance rate (LTAR) of 0.5 gallons per square foot will be used to design the STA.
View of property looking north
Test Pit #1 Sieved sample
Page 3
Page 4
Looking towards Test Pit #2 to east
Soils slightly more dense in Test Pit#2
Page 5
c
View of property looking south
DESIGN SPECIFICATIONS
Desion Calculations:
@=75GPDx2people/bedroomx3Bedrooms+150GPD(4thand5thBedrooms)=
600 GPD
LTAR = 0.5 GPD/SF
600 GPD / 0.5 GPD/SF = 1200 SF x 1.0 (gravity, trenches) x 0.7 (chambers) = min. 840 SF
The OWTS design is based on 5-bedrooms. An average daily wastewater flow of 600 GPD will be used
For the purposes of this OWTS design, Benchmark Elevation at grade 6951.8' has been established as
100' (Main Level Finished Floor). There is a Lower Level that will have a finished floor elevation of 88'
10" = 6940.63'. CBO lnc. should be notified of any discrepancies or problems with grade elevations of
proposed components during installation of the OWTS.
OWTS Gomponent Minimum Elevation
Primary Tank lnlet lnvert Approximate horizontal distance 29' / min. 2o/o fall I
min.7.25" fall
Distribution Box Approximate horizontaldistance 25'l min. 1o/olall I
min. 3.125" fall
lnfiltrative Surface Approximate horizontal distance 41' I min. 1o/o fall
to STA / min. 5.125" iall
Page 6
*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 4-inch SDR-35 sewer line exiting the residence must have a double-sweep clean out and a minimum
2o/o grdde to the septic tank. The clean out should be placed beyond the hard scape patio.
The system installation must include a 150O-gallon, two-compartment lnfiltrator@ poly septic tank with an
Orenco@ Biotube effluent filter on the outlet tee. 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 five 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 equalflow to each trench.
Each trench will consist of 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. 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 submitted, in writing, to our office for approval prior to installation. Component technical data
sheets are available upon request.
Construction must be according to the jurisdiction's adopted On-Site Wastewater Treatment System
Regulations, the OWTS Permit, and this design.
COMPONENT MANUFACTURER MODEL NO.COMMENTS
Septic Tank lnfiltrator@ M-1530-2CP 1500-gallon, two-
compartment poly septic
tank
Effluent Filter Orenco@ 4" diameter full size filter
Tank Risers and Lids Orenco@ f,ouble-walled PVC Rlsers ancl
lids (24" diameter)
Distribution Box Polylok Distribution box, risers, lid, flow
aoualizers (5)
Chambers lnfiltrator@ 'Quick 4' Plus Standard
Chamber
Z0 'Quick 4' chambers
PageT
PERMIT APPLICATION INSTRUCTIONS
An OWTS Permit Application must be submitted to Garfield County Environmental Health Department.
httos://vrnnrw.qarfield-countv.com/environmental-health/filesscco/sites/16/OWTS-Application-Complete-
Packet-Dec.-2019.pdf. lf the OWTS PermitApplication willbe 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, 970-945-6614 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 additionalconditions in this design or county permit must be completed and documented
priorto finalapprovalof the OWTS installation. Communication between the installer and this office is
expected throughout the installation.
I NSTALIATION 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
patnet. Photographs of the installation and final cover are also requested to supplement our installation
documentation.
RWEGETATION REQUIREMENTS
An adequate layer of good qualig 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 vegetration 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 additionalwater 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.
Page 8
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 report, CBO lnc. should be notified. AIIOWTS 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.
Please call with questions.
Sincerely,
CBO lnc.
itn/.0x }Xh"uug
Carla Ostberg, MPH, REHS
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THE LOCATION OF PROPOSE
NOT THE RESULT OF APROF
ARE APPROXIMATE, IT IS THI
ENSURE ALL CONSTRUCTIOI
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SHOULD BE CONFIRMED PRII
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PATlO
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AND DAYLIGHT BEYOND LIMITS
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IBER TRENCHES.
IITH 14 CHAMBERS PER TRENCH IIF 70 CHAMBERS AND 840 SF o
4" DIA SDR-35 SEWER PIPE WITH CLEAN
MIN 2% FALL TO TANK
/
4" DIA SDR-35 SEWER LINE TO
DISTRIBUTION BOX
(1olo FALL TO DBOX)
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EFFLUENT PIPE FROM
SEPTIC TANK
4" DIA SDR-35 DISTRIBUTION
LINE TO EACH TRENCH
(MrN. 1% SLOPE TO TRENCH)
PIPES PLACED IN
TOP PORT OF
CHAMBER END
PLATES
BOX AND COVER BROUGHT TO GRADE
CONCRETE LID
F INSHED GRADE
IJlg' t\\,, I \,LiJE
INSULATED COPPE
TRACERWIRE
4" DIA
SEWER LINE
FINISHED
4'min
4' DIA SDR.35
INSPECTION
PORT
2'min
GRAVELLESS'QUICK-4'
CHAMBER (a'x 3')
TO TANK HO
CHAMBER TRENCH PLAN
NOT IO SCAII
+BAFFLE OR
ANGLED PIPE
TO BE USED
AT INLET
COMPACT SOI
BASE TO SUPPORT
BOX
USE HOLE SAWTO
CUT THRUTOPOF
END PLATE
{ SECTION
lo scltE
/i DISTRIBUTION BOX DETAIL
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OUTLETS
\y NOT 1() SCAtr
OOM x 3 BEDROOMS + 150 GPD (4th and sth BEDROOMS)
GPD
)MPARTMENT POLY SEPTIC TANK
A):
RATE (LTAR) = 0.5 GAL/ SF
I = 600 / 0.5 = 1200 SF
:NCHES) x 0.7 (CHAMBERS) = 840 SF
MIN. 70 'QUICK 4' CHAMBERS
4 'QUICK 4' CHAMBERS
OWTS COMPONENTS AND
PHYSICAL FEATURES
HOUSE TO SEPTIC TANK
SEPTIC TANK TO WELL
SEPTIC TANK TO WATER COURSE
STATO HOUSE
STA TO WELL
STA TO WATER COURSE
FINISHED GRADE
4'DIA SDR-35 SEWER LINE
(MrN 2% SLOPE TO TANK)
SCREENED ROCK
OR SAND FOR
BEDDING
MINIMUM REQUIF
SETBACK
20'
1 00'
50'
BACKFII
5'
50'
50'
30tL
)ROCK ENCOUNTERED
SOIL PROFILE TEST PIT NO. 2
DARK BROWN TOPSOIL
LIGHT BROWN LOAM
(MORE DENSE)
LEGEND
fq topsoil
m loam
M
sfirffi
8" MIN
r
L.132.f9'
@.586'0r'O7E
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IMPROVEMENT SURVEYP
LOT 6, WHITECLOUD RIDGE SUBDTVISIOI
SECTION 2% TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE (
COUNTYOF GARFIELD STATE OF COLORADO
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G)qPublic.Jl€t'" Garfi eld Cou nty, Co
AccountNumber R007103
ParcelNumber 239t2941A0o6
Acres 6
LandSqFt 0
TaxArea 011
Milllevy 74.4140
Date created:413/2025
Last Data Upload ed: 4/3/2O25 2:77:53 AM
PhysicalAddress 500WHITECLOUD RD
CARBONDALE 8L623
OwnerAddress WHITECLOUDCAPITALLLC
POBOX2329
BASALTCO 81621
Overview
Legend
flParcels
Roads
Parcel/Account
Numbers
Owner Name
ffi Lakes&Rivers
- CountyBoundary
Line
TotalActualValue $O Last2Sales
Date Price
5/12/2023 $7,700,000
tl/30/202! $5,500,000
Develoned bvti SCHNEIDER
Garfield County, CO
Summary
Acount
Parcel
Property
Address
l€Sal
Descrlptlon
Acres
tand SqFt
Ta<Area
Mllllrvy
SubdMsion
ViewMao
R007103
239t29418N5
SOOWHITECLOUD RD,CARBONDALE, CO 81623
sectlon: 2STowmhip: 7 Rangp; 87 SubdMsion:WHITECLoUD
RIDGE SUB-DIV Lot 6 6212 ACRES
5
o
17
74A 10
WHITECLOUD RIDGE SUB-DIV
Map
Owner
WHITECLOUD CAPITAL LLC
POBOX2329
BASALTCO81621
Land
Unlt Type VACANT RES LOTS - O1OO (VACANT LAND)
SquercH O
ActualValues
TaxYear ?J'i25 m24 m2 mu2 m2r
ActualValue $36tem.m $361,900.00
2oi24
t36'"900.q)
xn3
$7s.,qb.fi $75,920.00
AssessedValues
To<Year m25 n2:L 2021
Non School Assessed Value $97J70.@ $o.00 $o.oo $o.oo $o.oo
School Assessed Value $97Jto.6 $o.00 $o.oo $o.oo $o.oo
Pre 2O25 Assessed Value $o.0o $100,970.00 $100,970.@ $22,020.00 $22,020.W
'House Bill 24B-10O1 established a separate assessment rate for school dlstrict residentlal properties, effective for the 2025 tax year and beyond. Click here for Assessor
FAOs
Tax History
TaxYear 2024 2023 20212 2021
Taxes Billed
Click here to view the tax information for this parcel on the Garfield CounW Treasurer's website
Transfers
$7,513.60 $7,322.L6 $1784.24 $1s3.96
Sale Date DeedType Reception Number Book - Page Sale Prlce
slIu2023 BARGAIN AND SALE DEED 985746 $o
5tLU2023 SPECIALWARRANTY DEED $7,70O,00O
5t1?/2023 STATEMENTOFAUTHORITY 985744 $o
319t2022 Declaration Of Covenants 99L349 $o
2/23t2022 AGREEMENT 971324 $o
u23/2022 BARGAIN AND SALE DEED 971323 $o
u23t2022 DECLARATION 97132!$o
LU30l202l ASSIGNMENT 967379 $o
7U30t2027 ASSIGNMENT 967378 $o
7U301202L BARGAIN AND SALE DEED $o
luTl202r BARGAINANDSAI.S DEED $0
|Uilfj/2027 ASSIGNMENT $o
7UW202t SPECIALWARRANTYDEED $5,s00,000
7U30/2027 STATEMENTOFAUTHORITY 967373 $o
LU301202L STATEMENTOFAUTHORITY 957372 $o
612812021 RESOLUTION 960034 $o
41u2027 RIGHTOFWAY 954866 $o
3t29/202t EASEMENT 956008 $o
3t312021 EASEMENT 9575t2 $o
ut8l202L STATEMENTOFAUTHORITY $o
9t29t2020 ASSIGNMENT $o
9/29t2020 ASSIGNMENT $o
9t29t2020 BARGAINANDSALE DEED $o
9t29t2020 SPECIALWARRANTYDEED 942943 $3,000,000
$0ASSIGNMENT8t30t20t9
ASSIGNMENT $osl30l20t9
8t30t2019 SPECIALWARMNTY DEED 924900 $2,090,000
8t30t2079 BARGAIN ANDSALE DEED 924898 $o
8/30t20t9 STATEMENTOFAUTHORITY 924896 $o
8t29t2019 BARGAIN AND SALE DEED $o
8t16t2019 SPECIALWARRANTV DEED 924797 $o
tot8t2014 PERSONAL REP DEED $o
u7412070 WITHDRAWAL OF NOTICE 780640 $o
t1t1a12009 NOTICE $o
70m2@9 LETTERS $o
3tru2ffig POWEROFATTORNEY $o
3/LU2008 POWEROFA|TORNEY $o
3/to/2w8 POWEROFATTORNEY $o
PROTECTIVECOVENANTS 7213-496 $oro/20/20w
AGREEMENT t2t3-563 $07Ut9lr997
EASEMENT 1213-550 $o7UL9/1997
AGREEMENT 1213.4s'2 $08t7811997
72/2311996 WARRANWDEED 502872 100+519 $o
7ut9lt996 WARRANTYDEED 502650 1(xx-133 $o
l,U79t7996 GENERALWARMNTY DEED 502659 1004-0130 $o
7U!4/1996 WARRANTYDEED 502813 1qx-521 $o
7Ur417996 BOUNDARY LIN E ADJUSTMENT 502877 1fiX-510 $o
71811996 RESOLUTION 495867 0985{520 $o
4t28t7994 CTAIM DEED 462889 0901€708 $o
12t6tt993 WARMNTYDEED 4566s4 0886{3s7 $1,600
BOUNDARY LINE ADJUSTMENT 45665I 0886-0346 $o7AUL993
?/2s11992 WARRANWDEED 432045 a2+641 $159,s00
a2qL992 QUITCTAIM DEED o82+M39 $o
3/UL991 LETTERS
432044
0824-0535
$o
u24/1992 WARMNTYDEED 0824{538 $1s,soo
u20tL992 WARRANTYDEED a2+642 $o
2t20t1992 BOUNDARY LINE ADJUSTMENT $o
SaleDate I)eedTYDE ReceptlonNumber Book- PaBe Sale Prlce
tut6l1989 BOUNDARY LINE ADJUSTMENT 407644 767-537 $o
LUl417988 WARRANTYDEED 397763 74693 $50,000
8lu\lL9g8 PERSONALREPDEED 394757 0739-O837 $72,W
!23t1967 CI.AIM DEED 238060 38+545 $o
TATEMENTOFAUTHORITY
Property Related Public Documents
Clict here to vlew Prooertv Related Public Doanments
Photos
No data avallableforthe follmlng modul6: Buildinss,Sketches.
The Garfreld County Assessor's OfFce makes every effort to prsduce the most accurate
information possible, No warranties, expressed or implied are provided for the data herein, its
use or interpretation. Data is subiect to constant change and its accuracy and completeness
cannot be guaranteed.
I User Privacv Policv I GDPR Privacv Notice
Last Data Up!gdd@5,12:17:53 3M
924793 $o
Conlact Us Developed by
8 r.""ry5,,?Fn
t* tqll}ry
.{rG.
Item #
It-{53(l.2GP
{53O Gallon TWo Gompartment
lnflltratol@ Poly Tank
TANKTOP
HALF
CONTINUOUS
EIASTOMETRIC
175.e TANK
INfiERIOR SEAM CLIP
(88)TOP VIEW
AIIOTENT
DOWE(1rl TANKBOTTOM
HALF
2tr ACCE$SFORT
unTH LOCKTNG UD(3)
Tq*ffifrb
@ up+rErcnr SEAM sEcTtoN DETATL
OUTLETTEE
TOTALVOL l^'TOTALVOL
stDE vlEw
SEAM CUP
. Compliont with CSA ond IAPMO Stondordso PVC risers ovoilobleo Secondory sofety acreen ovoiloble with
PVC riserr Moximum buriol depth is 48"
o Minumum buriol depth is 6"r Tqnk is not roted for vehiculor troffic
loodingr Exterior of monhole cover includes the
following worning: "DANGER Do NOT
ENTER: POISON GASES"
LIFnNOSTRAP
(TYPICAt)
END VIEW
ffirrrr,**1*n"
rf,ilrorSiGalG
g Specs lnvert Dimensions Net Net
Weight
16' Long x 7' Wde
below inlet 1509 9ol
o
o
alsoE
o
o
.Fgc)
o
o
a:OE{)
1
SLOTFIBERGTASS
SUPPORT
,,1"
ffiil
jl
lst Comp.2nd Comp.
501 lbs.1006 gol 503 9ol
lnlet
47'
Outlet
44'
Length
175.6"
width
61.7"
Height
54.5"
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Residential Biotube' Effluent Filters
Applications
Our patente d* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube
Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic
tanla and have a lifetime warranty. They prevent large solids from leaving
the tank, dramatically improving wastewater qualiry and extending the life
of residential drainfields.
4-in. (1 Bionbe Fiber
4-in. (1 00-rnm) Bionbe Jr.
(4-in. Biotube cartidge auail-
able separately as Insert Fiher)
8-in. (200-mm)
Base Inlet Filter
4-in. (100-mm)
Insert Fiber
*
+a
Ormco's saperior frluentfiherc resist chgging benn than all other brands. Our stan-
dard" full-sized 4-in. (100-mrn) Bionbe Effluent Filter proaid.es rnaximum hng-terrn
protection in a cornplete pachage, utith housing Our 4-in. (100-mm) BiotubeJr., at
half the size of our standard rnodzl, has more fhering capacity than the full-sized fihers
sold hy other rnanufactarers. For tanhs witb exieting outlet tees, the Biotube Insert Fiher
is ifual. Andfor low-prof.le tanhs, therds the Base Inlet Fiher.
* Covered by patent nubers 5,492,635 nd4439,323
To 0rder
Call your nearest Orenco Systems@, Inc. distributor. For nearest distribu-
tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on
"Distributor Locator."
APS.FT.l
Rev.3.4 @ 11fl0
Orenco Syslemso, lnc.
,t,
i
.i
i
:
Standard Features & Benefits
. Has 5-10 times
more flow area
than other brands,
so lasts many
times longer
between clean-
ings, increasing
homeowner
satisfaction
. 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
cleaning
. Flow modulating
discharge orifices
available to limit
flow rate leaving
tank, mitigat-
ing surges and
increasing
retention time
. Custom and
commercial sizes
available
Biotube
Filtering
Process
Effluent from the
relatively clear zone
ofthe septic tan(
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.
OrencoSystems''
lncorporaterl
Changitg tfu \Yhy tht
lfu r I d D o es \'Yh s r e u, tt te r "
www.otenco.com
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Nomenclatures
&in. Bistube Fiher kanoaru)
FT 04
Cartrldge height 28" and 36" are shndard
Houstng heighf 36" and 44" are s:hndard
Filhr diamebr finchos)
W = fibType 3034 ouflet pipe
S = fib S$edule /t0 oufletpipe
Blank = 1l8" fiftrationP = 1fi6" fituaton
Biotube e,lfluent fltter series
8-in. Biofu be Fiher (uase inletmodel)
FT lm22-14 B
options:
Blank = moptonsM = flow modulaton plab inshlledA =floatbnacl@tattached
0ptions:A = floatbnacket
FS = 2" outetodfice
FSo = 2" outet orifice and overflorv plate*
--1
Base inlet model
Carfidge hoight 14" standard
Housing heigtrh 22" slandard
Filter diameter [nch6)08 =8"
Blark = 1/8" filbatonP = 1/16"fflbation
Biobbe effluent fl lter seris
- Also available lvih coupling and slseve as a'klt': FI-oVERFL0WKII
&in. Biofub€ Jr. {includes carfidge and housing]
FTJ N 04 18
options:
Blalk = noopfonsM = flow modulation plate installsdA = float bracket atached
Carfidge heigm (inches)
Fihsr dlamebr (nches)
W= fibS=flts Type 3034 ouuettee
Schedule 40 oudet toe
Blank = 1/B" flltsationP = 1/16" fituaton
Junior series
Biotube effluent filter series
&in. Biottbe Hlter lnsert (cartldse only)
Ffi 0418-
r,g = lib
S=fib
Carfidge height (nchos)
Hlter diameter {nches)
Blank = 1/8" filfationP = 1/16" flltra'tion
fur cusbmizd optiom (e.9., NC
indicates Norh Camlina ]egions)
Type 30i14 oufletbe
Schedule 40 outot be
lnsert
tl-in. Biotube
EffluentFiher
Extendible PVC handle
Stainless steel set screws
Top seal plate
Air vents
Biotube@ fiher cadridge
Solid base
Filter housing
&in. Bioilbe Jr
Tank wall
- Riser
wall
Distributed By:
Double Walled PVC Riser & Lid Options
Poly Lid
(Static load bsfted b 5000lbs). Sldd lsistano surfaeo Avallable ln gwto Higheet levd of W Prcbdion indudodo lndudes a fuam gasket fur aiilight and
urabrfght applicatom. lndude squarc drive sctuwB b disounge
unauhorized enfy. lnsulation panels acfileve R-10 insulalion naliry
T oI lnsulation
Standald
Orcnco @ DunaFiberu Access Lids (FLD)
Not rcoommended fur vehicularffic
24' and 30' Dlameblg. Solld, rcsin-lnfusod fiboElass @nsfitrc{ion. 2O,qXHb bmaking sfr€ngfit. Standald grcen or brcrvn @lots. Available witr orwithqrt uphane lid gasket. Available wih carton filtalion. 4 stainless sbd f,afiead sodct cap scrotils & hel(
key rumcft. lnsultrd llds avallable -? q#
Double Walled PVC Riser
. Avallable in24r and 30'Dlamebro Cutb lertglth. Sold in +bT incrcmenb. Must bo cut bstruen dbe
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POLYLOK DISTRIBUTIOI{ BOX,
RISERST Al{D LID oPrroNAL
up€ox 0 & upaoxS
D€OXSEAL
FrrFfDilffiWrilaGfll}
16',SIDE CUTOUT
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POLYLOK SEAL
NO.300l TEAROUT FOR
4'SDR-35 0R
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NOTTOSCALE
UD€OX O'RI8ER
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UD€OX 12'RIsER ,VOT 7O SC/qIJg
POLYAOGK EOIJAIIZER
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FITFfi,AI,L''F?ED
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20'GOVER FOR RISER& D€OX ffirrtos/uE
GASKETED SEAL OI.I
LID & RISER
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THE QUICK4@ PLUS STANDARD CHAMBER
Ouick4 Plus
All-in-One Periscope
Ouick4 Plus Standard Chamber Ouick4 Plus
All-in-One 12 Endcap
Center Structural Columns
The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This
chamber can be installed in a 36-inch-wide trench. Like the original line of Ouick4 chambers, it offers advanced
contouring capability with its Contour Swivel Connectionru which pennits 1O-degree tums, right and left. lt is also
available in four-foot lengths to provide optimal installation flexibility, The Ouick4 Plus All-in-One 12 Endcap, and
the Ouick4 Periscope are available with this chamber, providing increased flexibility in system configurations'
Ouick4 Plus Standard Ghamber
o Two center structural columns offer increased stability and
superior strength
o Advanced contouring connections
r Latching mechanism allows for quick installation
. Four-foot chamber lengths are easy to handle and install
. Supports wheel loads of 16,000 lbs/axle with 12" of cover
Ouick4 Plus All-in-One 12 Endcap
. May be used at the end of chamber row for an inlet/
outlet or can be installed mid-trench
r Mid-trench connection feature allows construction of
chamber rows with center feed, as an alternative to
inletting at the ends of chamber rows
. Center-feed connection allows for easy installation of
serial distribution systems
. Pipe connection options include sides, ends or top
Quick4 Plus All-in-One Periscope
r Allows for raised invert installations
. 180o directional inletting
o Twelve inch raised invert great for sedd applications
HUS
Ouick4 Plus Standard Chamber Side and End Views
48"
(EFFECNVE LENGTH)
1T
u
Quick4 Plus All-in-One 12 Encap Front, Side and End Views
11.2
13"
8" INVERT 8" INVERT 5.3" INVERTl_
Ouick4 Plus All-in-One Periscope
PLUS
(360'S|VEL )
6"
12.7" INVERT QUICI{4 PLUS
ALL.IN{NE 12
ENtrcAP
5"
INFILTBATOR SYSTEiIS, INC. STANOARD UM|TED WARRANTY
(a) The structurat integrity of each chamber, end plate, wedge and other accessory manufactured by lnfiltrator ( "Units"), when installed and
iperateO in a leachlieid of an onsite septic system in accordince with lnfilfator's instructions, is warranted to the original purchaser {"Holder')
against defective materials and workmanship
-for
one year from the date that the septic permit is issued for the septic system containing the Units:
piovided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that inst-?llation.of the
septic system commences. To exeicise its wananty rights, Hoider must notify lnfilkator in writing at its Corporate Headquarters in Old Saybrook'
Conneciicrt *ithin fifteen (15) days of the alleged dlfct. lnliltrator will supply replacement Units for Units determined by lnfiltrator to be covered
by this Limited Warranty. tnfiitrat6r's liability saecifically excludes the cost of removal and/or installation of the IJnits
(b)THE LIMITED WARRANTY AND BEMEDIES IN SUBPARAGHAPH (A) AHE EXCLUSIVE. THEHE AFE NO OTHER WAHRANTIES WITH RESPECT
io rHe ur,trrs, INCLUD|NG No tMpLtED WARRANTTES eF MERCHANTABILTTY oB FlrNEss FoR A PARTICULAB PURPoSE
(c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than lnfiltlator. The Limited Watranty
does not extend to incidental, consequentiai, spmial or indirect damages. lnfiltrator shall not be liable for penalties or liquidated damages,
including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party,
Specific;|ry excluded from Limit& Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse
oi neglect'of tne Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure
to ma]ntain the minimum ground covlrs sbt forth in the installation instructions; the placement of improper materlals into the system containing
the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, impropel grease disposal,
or improper operation; or any other event not caused by lnfilirator. This Limited Watranty shall be void if the Holder fails to comply with all of the
terms set forth in this Limited Warranty. Further, in no event shall lnfilkator be responsible for any loss or.damage to the Holder, the Units, or any
third party resutting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to
app|i, tne Units muit be instailed in accordance with all site conditions required by state and local codes; all other applicable laws; and lnfiltrator's
installation instructions.
(d) No representative of lnfittrator has the authority to change or extend this Limited Warranty. No watranty applies to any party other than the
original Holder.
The above represents the Standard Limited Warranty offered by lnfiltrator. A limited number of states and counties have different warranty
rejuirements.'Any purchaser of Units should contact lnfiltrator's Corporate Headquarters in Old Saybrmk, Connecticut, prior to such purchase,
to obtain a copy of ihe applicable warranty, and should carefully read that warranty prior to the purchase of units.
W
IN FILTRATOR"
systems inc.
6 Business Park Road o P.O. Box 768
OId Saybrook, CT 06475
860.577.7000 r FM 860.577.7001
800.221.4435
www. inf iltratorsystems.com
Quick4 Plus Standard Chamber Specifications
Size(WxLxH) 34"x53"x 12"(86cmx 135cmx31 cm)lnvert Height ..............,.. 0.6", 5.3n, 8.0o, 12,7n
(1.5 cm, 8.4 cm, 18.5 cm, 22'6 cm)
Effective Length .... 48'(122 cm)
THE QUICK4@ PLUS STANDARD CHAMBER
For technical assistance, installation instructions or customer service, call lnfiltrator Systems at 800'221-4496
u.s, Patents: 4,759,66 1 i 5,Ol 7,041; 5,156,488i 5,336,017; 5,401,1 16; 5,401 ,459; 5,51 1,903; 5,716' l 63; 5,588,778; 5'839,844
Canadian Patentsr '1,329,959i 2,004,564 Other patents pending.