HomeMy WebLinkAboutEngineer's OWTS Design PlanCI}(},,.129 CArNS LANE
CARBONDALE,CO A1623
970.309.5259
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Aprit29,2024 Project No. C1874
Dean Bacon
DearJ iracOrr 9 i 33@qrritaii.corii
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
3-Bedroom Residence
587 CR 122
Garfield CountY, Colorado
Dean,
CBO lne. performed a subsurface investigation and completed an onsite wastewater treatment system
fowrsl d'esign for the subject residencel The 35.049-acre property is located oulside of carbondale, in
an area where OWTSs and wells are necessary'
Legal Description: section: 4 Township: 7 Range: 87 SW4, TRACT 8, PLEASANT VALLEY RANCH'
35.05 ACRES
Parcel lD: 2391-043-00-265
SITE CONDITIONS
The property is currently developed with an agricultural out-building with no plumbing' A 3-bedroom
residence is proposed as an addition to the existing structure.
The residence will be served by a private well on the property. The well is located approximately 750'
feet to the southwest of the proposec soil treatment area (STA). A well providing water to the Ten Peaks
Surbdivision is located approximately 430-feet south of the proposed STA' All wells must be located
gr;ui*t than Sg-feet from'the proposed septic tank and greater than 100-feet from the STA.
The proposed soil treatment area {STA} location has an approximate 5 to 10 percent slope to the south'
The proposed area is vegetated with native grasses'
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 April 1s,2a24 by digging two soil profite test pit excavations {Test Pits)'
A visual and tactile soit anifisis was completed by Ci*aOstnerg at the time of excavation.l
The maierials encountered in Test Pit #1 consisted of dark brown topsoil to 3-feet, underlain by medium to
reddish brown sandy ilay loam to a maximum depth explored of 7.0-feet. Soils appear to have a higher
content of sand below 6.b-feet. No bedrock or groundwater was encountered'
I Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile
Evaluation of Soils Training.
Page 2
The materials encountered in Test Pit #2 consisted of dark brown topsoil to 4.O-feet, underlain by medium
to reddish brown sandy clay loam to a maximum depth explored of 7.0-feet. Soils appear to have a
higher content of sand below 4.0-feet. No bedrock or groundwater was encountered.
A sample of the soil was taken fronr Test Pit #1 at 3-feet below grade. Soil structure grade was
moderate. The soilformed a balland a ribbon 'l to 2-inches in length before breaking. Soil structure
shape was blocky and consistence was firm. Soil texture was more gritty than smooth.
The soil is consistent with SoilType 3, Sandy Clay Loam, with moderate structure grade. A long-term
acceptance rate (LTAR) of 0.35 gallons per squar€ foot will be used to design the STA.
Looking north toward agricultural structure Test Pit #1
Tcst Pit #1
Page 3
"\*.,
Seived sample
Ribbon 1 to 2-inches before breaking
Firm, blocky peds
Test Pit #1
:::.1,:,-..' ': .""ff
Looking from Test Pit #1 to Test Pit #2
Ptrge -l
-I
Test Pit #2
DESIGN SPECIFICATIONS
Desiqn Calculations:
Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms = 450 GPD
LTAR = 0.35 GPD/SF
450 GPD i 0.35 GPDISF = 1286 SF x 1.0 (gravity lrenches) x 0.7 (chambers) = 9gg
"-
The OWTS design is based on 3-bedrooms. An average daily wastewater flow of 400 GPD will be used
For the purposes of this OWTS design, Benchmark Elevation has been established as 100' (Finished
Floor). 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 installaticn 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 grade to the septic tank.
The system installation must include a minimum 10OO-gallon, two-compartment lnfiltrator@ poly septic
tank with an Orenco@ Blotube effluent lilter on the outlet tee. Any state-approved poly or concrete septrc
tank may be substituted. We have provided specifications for a 1500-gallon, two-compartment
lnfiltrator@ tank at your request. 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 aach trench.
OWTS Gomponent Minimum Elevation
Primary Tank lnlet lnvert Approximate horizontal distance 20' / min. 2To fall I
min.5" fall
Distribution Box Approximate horizontal distance 27' I min.1%fall I
min.3.375" fall
lnfiltrative $urface Approximate horizontal distance 38' to furthest
trench I min. 1o/o fall to STA / min. 4.75" fall
Page 5
Each trench will consist of 15 'Quick 4' Standard Plus lnfiltrator@ chambers for a total of 75 chambers
and 900 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.
COM PONENT 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.
PERMIT APPLICATION INSTRUCTIONS
An OWTS Permit Application must be submitted to Garfield County Environmental Health Department
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PackqLDec.-2019.pdf. 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 Couniy 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 additional conditions in this design or county permit must be completed and documented
prior to final approval of the OWTS installation. Communication behrveen 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 alsc be observed. CBO lnc. should be notified 48 hours
in advance to observe the installation.
COMPONENT MANUFACTURER MODEL NO.COMMENTS
Septic Tank lnfiltrator@ tM-1530-2CP 1S00-gallon, two-
compartment poly septic
lank
Effluent Filter Orenco@ 4-inch diameter, full size
Tank Risers and Lids Orenco@ Double-walled PVC Risers and
Lids (24" diameter)
Dlstrlbuuon Box PolyloK Drstribution box, risers, lids,
and flow equalizers (5)
c;rlambers lntiltrator(S 'Qutck 4', Plu$ titandard /5 Chambers
Page 6
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. Plrotographs of the installation and final cover are also requested to supplement our installation
documentation.
REVEGETATION REOUIREMENTS
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 lre responsible for mairrtaining 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,
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 ihe 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.
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 GONSTRUCTION NOTES
lf design includes a pump, weep holes must be insialled 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 hre connected to a ccnlral breaker separale from the high-water alarm hreaker
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 ehould bo placod on all septio tank componcnts to allow acccss to thcm from cxisting grade.
Baekfill over the STA must be uniform and granular with no maierial greater ihan minus 3-inch.
Page 7
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 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.
(,xr,t* L)*tS"*q
Carla Ostberg, MPH, REHS
CBO lnc.
129 Cdre Lane
Carbondalo. Colorado 81023
Phone 970.309,5259
caila.ostbsg@gmail.com
Bacon Residence
587 CR122
Garfi eld County, colorado
ProjectNumber: C1874
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Sheet I 0F 4
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50"ilm8 KI4NG
?ITELTNE TASTMTNT
REC. NO. 243297
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THG LQCAIION OF PROPOSEO IMPROVEMENTS
NOl TI.|E RESI,LT OF A PROPFRIY SURVEY. ThE
+
ARE APFROXIUATE. 11 IS THE |IOMEOW1{ERS' OUTY TO
ENSURE ALL CONSTRUCT1ON AND IMPROVEMENT LOCATIONS
ARE ACCURATE, PROPERTY LINES ANO SSIBACK DISIANCES
SHOULD BE CONFIRMEO PRIOR IO EXCAVATION. SCALED
FOR PRINTING ON 1 1' X 1T PAPER"
NOTE:
WELL IS
APPROXIMATELY 430'\\\rrri+
+
-.'i-
ORAWHGS MUST BE USED IN
CONJUNCTION WITH DESIGN
LEfiEF DATED O4l29I2024
CALL811 FOR
UTILITY LOCATES
}BEDROOM
RESIOENCE
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a\
TP2
SEPTIC
TANK
6ASIS OT tsEARIN6S SqO"OO',OO"E
CBO lnc.
129 Cains Lane
Caltondale, Colorado 81623
Phone 970,309.5259
carla.ostberg@gmail.com
N
A
4' DIA SDR-35 SEWER PIPE WTH CLEANOUT
MIN 2% FALL TO TANK
1 5OO-GALLON, TWO.COI\4PARTMENT SCALF:1"= 20-0'
SEPTIC TANK WITH EFFLUENT SCREEN
4' DIA SDR-35 PVC SHWER LINE
(MtN. r % FALL TO D.BOX)
DISTRIBUTION BOX
WITH ACCESS AT GRADE
TP1+
4' DIA SOR.35 INSPECTION PORT AT
BEGINNING AND END OF EACH TRENCH
4" DIA SDR-35 DISTRIBUTION LINE TO EACH TRENCH
(MtN. 1% SrOPE TO TRENCH)
TP2
,OUICK.4' CHAMBER TRENCHES.
5 TRENCHES WITH 15 CHAMBERS PER TREI\CH
FOR A TOTAL OF 75 CHAMBERS AND
900 sF.
NOTE:WELL IS
APPROXIMATELY 750'WELL IS
APPROXIMATELY 430'SOUTHEAST CALL811 FOR
UTILITY LOCATES7u"
Bacon Residence
587 CR 122
Garfleld County, Colorado
Project Number: C1874
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I Designed by: CBO
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Sheet 2 0F 4
CBO lnc-
129 Cains Lane
Carbondale ColoEdo 81623
Phone 970.309.5259
cada.ostbee@gmall.com
-INFILTRiTOR/ ppo pu.rr 6RAVELI,EgS 'OUICK-1'
CHAHBFn(a'xi)
SIIAI I V( VF COVFR
BOX OR IRRIGATION
VALVE 8OX AT GRAOE
CAF OB Ti{READEC
CLEANOIJf ASSEIil6LY
a' DU\ S0R.35 DISTRIEUTION
LINE TO EACH TRENCH
{MIN. 1'l. SLOPq TO TRENCH)
COMFACT
4' DIA SDR"35
EFFLUENT PIPE FROM
SEPTIC TANK
BASE TO SUPPORT
BOX
I}VC IIPE CIJ1 ] G
FIT
4'usu HoLb sAw ro
CUT THRIJ TOP OF
DrsTRtBLrTtoN BOX \r,/trir END
4" DtA SDR.35 tNSpFCTtON
PORT AT BEGINNINS ANO
€NO OT EACH IRENCH ^\ INSPECT]ON PORT DETAIL\rr--@
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'10P
CHA[IBEE END
pLAras
f\CHAMBER 1RENCH PLAN\!r-s@
BOX AND COVER BROUGIIT TO GRADE
DIA soR-35 CO\3RETE LIDINSPECTION
PORT
L
GRADE
SOIL
ii.l.tMr
EXCAVAIION
GMVELIESS 'QUICK{'BAFFLE OR
ANGLED PIPE
TO BE USED
CHAMBEF (a' x 3')
/ACHAMBER 'IRENCH SECTIONLrt-ffidffiE A1 INLET
/i D]STRIBUTION BOX DETAIL\1t--.Tm
15 CHAMBERS PER TRENCH
&
OUTLETS lf:oooo
Bacon Residence
587 CR 122
Garfield County, Colorado
Project Number: C1874
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CBO lnc.
129 Cains Lane
Carbondale, Colorado 81623
Phone 970.309.5259
carla.ostberg@gmail.com
Bacon Residence
587 CR 122
Garfield County, Colorado
Proiect Number: C1874
Date: Ml29l2A24
Designed by: CBO
Drawn by: DD
w4.0
Sheet 4 0F 4
DESIGN
3.BEDROOM RESIBENCE
(75 GPD x 2 PERSONSiBEDROOM x 3 BEDROOMS)
WASTFWATER FLOW = 450 GPD
TANK:
MIN, lOOO GALLONS
USF 1sOG,GALLON. TIVO-COMFARTMENT SEPTIC TANK
STA TO WATER COURSE N/A
STA IO TVELL 100'430'
SEPTIC TANK TO WATER COURSE N/A
s'rA r0 HousE (sLqB)10'
SEPTIC TANK TO WELL 50'497',
HOUSE TO SEPTIC TANK 20'
OWI-S COMPONENTS AND
PHYSICAL FEATURFS
MINIMUM REQUIRED
SE'TBACK
APPROXIMATE PROPOSED
SETBACK
SOIL TRFATI\4ENT AREA (STA):
LONG .IERIII ACCEPTANCE RATE (LTAR) - 0,35 GAU SF
CALCULAIED STA 3 Q/LTAR .450 / 0.35 3 1286 SF
GRAVIIY, TRENCI-IES = 1286 $F X 1.0 i 1286 SF
CHAMBERS < 1286 SF X 0.7 : 900 SF / 12 SF / CHAMBER - 75 CHAMBERS
FIVE GRAVELLESS CHAMSER TRENCHES
15 'QUICK 4' CHAI.,4BERS IN EACH TRENCH
'TOTAL 75'QUICK 4' CHAIVIBERS
a\ SE'TBACK CHARTur-------ftrlf-s,a
FINISHED GRADE
SOIL FROFILE TEST PIT NO.1 SOIL PROFILE TEST PIT NO, 2 LEGEND
Fl topsoil
f,l s9no.v
clay loam
tr
t
[F-
il-oL_
L
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0
1
3
4
6
7
I
9
'10
24" ldll..].
OARK BROWN TOPSOIL OARII BROWN TOFSOIL
4'OIA $DR-35 gE\{gR LINE
(r\4rN 2% SLOPE TO TANK.
MtN. 1% TO SIA)
I\4EDIUM TO RFODISH BRO\^/ii SAI".IDY
CLAY LO'.I,,I
SCREENED
I"{FDIUI,,4 TO REDDISH BROWN SANDY
CLAY LOAI'4 (SANDIER WITH DEPTH
SFLOW 4)
OR SAND FOR
BEDDING
3'MlrJ.
SLIP.ON PVC
DO NOT GLUE B'MIN.
INSULATED
TRACER WIRE FINISHED GRADE
r;\IRENCH OETAIL\3r---167BG?
4'DIA
NO GROUNDWATER OR SEDROCK ENCOUNTERED
DURING EXCAVATION
SEWER LINE
TO TANK
/ASOILS LOC\rr-ffisd
A\ CLEAN OUT DETAIL\7
BACKFILL
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R009858
04300265
BACON.
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fi)qPublic"net" Garfield County, CO
R009B5B Physical
Address
239104300265
35 OwnerAddress
0
UUf,
60.9540
587 122 COUNTY Rt)
CARBONDALE 87623
BACON, DEAN
587 COUNIY RAAD 122
LAKTJUI\UALL LL-,,
87623
2O19 Total Actual
Valse
Overview
Legend
i -l rarcels
Roads
Parcel/Account
Numbers
Owner Name
Lakes & Rivers
- CountyBoundary
Line
$1,990 Last2Sales
Date Prlce
7/28/2023 $1,090,000
7/3/20A7 $880,000
ffi
Account
Number
Parcel Number
Land SqFt
Tax Area
2019 MillLevy
Datc cr calcd: 4/ 15 /?O24
Last Data Uploaded:4115/2O24 2:1D7O AM
Deverooed bvqf,;t) Sphlpj$gl
4115124,10:52 AM
Garfield County, CO
Summary
Account
Parcel
Property
Address
Legal
Description
Acres
Land SqFt
Tax A.rea
Mill Levy
Subdivislon
Ylsvifur
Owner
nAcorj n[AN
587 COUNTY ROAD 122
CARBONDALECO 81623
Land
Unit Type
Square
Feet
ActualValues
Assessed Year
Land Actual
lmprovemcnt Actual
Total Actual
Assessed Values
Assessed Year
Land Assessed
lmprovementAsse$ed
Total Assessed
Tax History
Tax Year
Taxes Billed
Sale Daie
7/28t2023
7/28/2023
7t28t2023
7/28/2023
4/L7/2A23
I/9/2023
lLi7/2018
5/27/20\7
7U20/2oA9
7t8/2048
70i30/2407
rot30/2047
70.130/70a7
9/17/2007
7ftl2407
7t3/2007
7/3/2007
qPublic.net - Garfield County, CO - Property Record Card: R009858
R009858
2391043ca.26s
587 122 COUNTY FD, CARBONDALE, CO 81623
Section: 4lownship: 7 Range: 87 SW4 TRACTS, PLEASANT
VAILEY RANCH. 35,05 ACRES
35.049
0
5
60.9540
GRAZING LAND-AGRICULTURAt. 4147 {AGRICUTTURAL
PROPERTY)
U
2024
$1.990.00
$o.oo
ir.990.00
2024
$s30.00
f,o.oo
$530.00
2023
$32.32
2023
$1,990.00
$o.oo
$1,990.00
2023
$s30.00
$o.00
$530.00
2022
$34.76
2422
$1.930.00
$o.oo
$1,930.00
2A22
$s10.00
$o.oo
$510.00
2021
$37.60
2021
$1.930.00
$0.00
$1,t30.00
2021
$560.00
$o.oo
$560.00
2020
$33.88
Cljli. itqt.r t,f cq. ir-.tr(elo1ltir:: !:;r!i!:lsito*tv irc$:,rijTr rxi.}s;ti.'.
Transfers
DeedType
EASFMEN'
QUITCTAIM DEED
5PECIAL WARRANTY DEED
STATEMENT OF AUTHORITY
DEED
AGREEMENT
AGREEMENT
JUDGEMENTAND DECREE
COURTDECREE
QUITCLAIM DEED
STATEMENTOFAUTHORITY
QUITCLAIM DEED
BARCAIN AND SALE DEED
QUITCLAIM DEED
STATEMENT OFAUTHORITY
QUITCLAIM DEED
SPECIALWARRANTY DEED
Reception Number
98ai.it
!98149
:84111
!$s-L4i:
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Book - Page Sale Price
$o
$o
$1,090,000
$o
$o
$o
$0
$o
$o
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$o
$o
$o
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$880,000
https:l/qpublic.schneidercorp.com/Application.a$px?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=19 7925222&KeyVatue=R0098... 112
4115124,10:52AM
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PUBLICTRUSTEES DEED
PUBLICTRUSTEESCERT
PUBLIC TRUSTEES CERT RED
CERTIFICATE
NOTICE
POIA/ER OF ATTORNEY
PUBLIC TRUSTEES CERT REO
STATEMENT OF AUTlJORITY
WARRANTYDEED
SPECIAI. WARRANTY DEED
SPICIAIWARRANWD€EO
SPECIAL WARRANTY OEED
SPEC'ALWARMNTY DEED
QUrrcr,trn4 0grg
NOTICEOF LIS PENDENS
SHERIFFS DE€D UNDER FOREC
QIJITCI.AIMDEED
Property Related Public Documents
cllsiiherF toyislv Prooe$v Rel*ted Publi; Do(ilnrents
No data avallable for the followlng modules: Buildings, Photos, sketches.
qPublic.net - Garfield County, CO - Properly Remrd Card: R009858
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7U76t1998
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10/28/L996
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L4474579
twg-4J729
1009-0736
0999-0068
0981-0396
974+&24
0739-0809
0579{733
Sale Prlce
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Last Dd-taUplord: 4/ 15 /2O24. 12)A:1O AM
https:/lqpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1947925222&KeyValue=R0098.. . 212
Item #
lill-{530-2cP
{53O Gallon Two Gompartment
lnflltrator@ Poly Tank
61 7"
TANKTOP
HALF
CONTINUOUS
ELASTOMETRIC
175.6"TANK
NTER'OR SEAM CLIP
(86)TOP VIEW
AlreuFrr
DOUH.{161 TAI.IKBOfiOM
HALF
, - 24'ACCESSPORT./ wnH LocKtNc UD (3)
TttcHfrk
O mp+relerrsEAM sEcnoN DFTATL
47',4{OUTLETTEEFIBERGTASS *
SUFPORT
TOTALVOL ItSTOTAI VOL
stDE vtEw l'l
i
I
SEAM CLIP
I
i
c Compliont with CSA ond IAPMO Stondordsr PVC risers ovoilobler Secondory sofety screen ovoiloble with
PVC riser
r Moximum buriol depth is 48"
r Minumum buriol depth is 6"r Tonk r's not roted for vehiculor troffic
loodingo Exterlor of monhole cover includes the
following woming: "DANGER Do NoT
ENTER: POISON GASES"
LIFn}'GSTRAF
FYPTCAT'
END VIEW
{ffi FILTRATOR'
$6ptlc lanks
r;lrAICMITG,
Digging Specs lnvert
lnlet Outlet
44"
Dlmensions Net
I{eight
Net Working Copocity
1st Comp. 2nd Comp. Totol
16' Long x 7' Wide
45" below inlet
Length
175.6"
Width Height
61.7' 54 5"501 lbs. 1006 gol 503 gol 1509 gol
{t
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SLOT
BAFFLElw* t
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9"
;i'
: !:i
Wfir&Wrffi
r$!#ems
.Hoducls
ffrsl mr{ilEr ztrEcorofi7
P.O.Bo(gE
Fu: Fr9) m.S7? B'ga\eqco8,n11
tUr[rlb: u,ww.r&)pr€cd.6m
Emd:ffi;hc.r$eru&e
Residential Biotube* Effluent Filters
Applications
Our patented* 4-in. (100-rnrn) Biotube Etlluenr Filters, Biotulre Jr., Biorube
lnscrt Filtcrs, and llionrbe Basc lnlcr Filrcrs are idcal fbr rc.sidcnrial scptic
t;ruks and lrlve a lifctirrre \varrarlry. T'hey prevent large solids f'rom leaving
thc tank, dramaticallv improving wasrcwarcr qualiry and cxrcnding thc lilc
of residential drainfields.
i-in. (100-uu) Eionl,r EJjfuent Fiher
4-i n. (I 00-nun) Bitnhe Jr
(4-in. Iliotubc cnrtriige nuni!,
abh, stpamtcly ns lnscrt Filtc{
f-in. ()00-ntnr.)
Basr Ints Fil*'r
4-in. (100+mti
lwtrt I;ilter
,+?
i
:
{
:
iI
t
!
l
1 ..r.,r,
: -i'!:11,1 ff
Orenco's superior effltrcnt.filters rcsist Lloggiitg $etrcr tb,tu rtlI otlrr [sr,rur/s. Orr stan-
dard, t'dll-sizcd 4-in. 4100-nm) lliombe EJJluanr lilrer proaidcs mnxinttn long-rernt
p;tcction in a cotnplatt pachage, with ltotiing". Aur 4-h. (100-nun) Riorubc Jr., at
ha$'rhc sizr oJ'our staudard nuttlel, har tnow filrriug rtrytadty rlnn tfu Jill-sind Jilrcrs
solr/ l:,y other nutnt$uturets. Iitr tanhs u,ith e.ristingoutlil tees, thc [Jiantbe Insert l:il*r
it iilcnl.,4wlfor low prafilc tanks. tlia* tlrc IJas lnltr lilttr
(irrr:rcrl iry prrcnr rrrnl'crs 5, i9l,6i5 rnl ;i,j3q, l2-l
To 0rder
(lall your ncarcst Orcnco Systcmst", Inc. distributor. For ncrrcst clistribu-
tor, call ()renco at 80{}-348-9843 or go ro wwlv.orerlco.conr ant{ click on
"l)istributor Locltor."
APS-Fr-l
fiev. 3.4 @ llll0
0renco Systems'1 lnc,
Standard Features & Benefits
. Has 5-10 times
more flow area
than othsr 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
. Easy to clean by
simply ltosing off
whenever the tank
needs pumping
. Removes about
two-thirds of sus-
pended solids, on
average, extending
drainfield life
. Corrosion-proof
c0nstruction, 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, nritigat-
ing surges and
increasing
retention time
. Custom and
commercial sizes
available
Biotube
Filtering
Process
Effluent fronr the
relatively clear zone
of the septic tank,
between the scum
and sludge layers,
horizontally enters
the Biotube Effluent
Fiher. Effluentthen
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.
Orenco Systems
li lL.{r lli/laitrjr:i
(.i t,t t tyi t t! / l u' \Yit-y t lL'
\\hr!l I )ol \\'i;sttt+ttrt
Gr",fir-r
€
www,(':enco.com
Nomenclatures
4-in. Biotube Fiher (standardl
rrf Ioa[[-mn
&in. Biotube
Effluent Fiher
Extendible PVC handle
Stainless steel set screws
Top seal plate
Air vents
Biotubec filter cartridge
Solid base
Filter housing
4-in. Biotube Jr:
Tank wall
-T-ou,,u,'r,
Blailk = {ro 0pti0ils
t/l = flou./ rilodulaiior platu irElallcd
= tloat bracl{el atlached
Carlridgc height: 28" and 36" are stnnrlard
llflrsinq heiqht:36" aod44" are standnrd
f ilier dia,Ictor (inchos)
W = fii$Tyoe 3034 outlei pipe
S = {ilsSchedule 40 oullet pipe
tslattk = ll8" filtratiorrP 1/16, liltration
uiotut$ oillucnl liltry $ctics
f-in. Biotube Filter {base intetmsdet}
FTI os 22-1r Bl--_l
--I--I cptions,A = llaai bmckej
FS = T"outletodfice
I S0 = 2" ouilet 0nfiee arrd ovcd!,'w platu'
Base inlet mooel
lor cuJionrizdd oplions {c.u.. NC
in{iiurtrs Nofih Ciir0liila rugionsl
ilqre 3034 ol:flet tee
Schedule 40 orillet tee
Cartridge height {iflches}
Filter iJianrdter {iriches)
Riser
wall
Cartrid0e hei0hl: 14" standard
Hildnq heirtht; 22" shndard
Filtcr dianri,'lcr (iilcllcs)
Blank = l/S" filtratioriP - 1/16" tiltration
Biotubc cftlicni filtcr scrics
' Also avdilable w jlh c0uplifiq aild slc$ve .is a ki1' : F l-0VEfiFLOV'JKll
t[-in. Biotube J[ {irrcludes cartridge and housirrg}
FTJ 04 18
0piicns:
Blank = no options
1,,,1 = ll0w r;l0dulati0n plafc instaue{lA - floetln ckcianachcd
Cartrklge huight {inches)
Iiltor diailrclor (ir!chc5)
W = fils Type 3034 outlei ieeS = fits Suhcriulo 40 ouilct tu{r
Blank = llS" tillralionP = 'lilti" filt?ti0n
Junior series
Biotube eflluent filter series
&in. Biotube Fiher lnsert {cartriose onty}
FTi 0418-
W - filsS - fits
Blank - 1lB" tilkalionP - 1/16'' liltration
lnsorl
Biotilbe eflhrent tilter series
f)istributed By:
Double Walled PVG Riser & Lid Options
Poly Lid
(Sbtc load M b5000lbs). Skld loslslanca $rh. Avallabla ingraen. Hlgheet level of W Pr$dion inddsd. lndudes a bam gasket ftr aF$glil and
vuaterff ght applicatorn. lndudeg squerc drive sctgrns b dismmgp
unautprized enby. lnsulaton fnds acfiieve R-{0 lnEuHon ratrU
? of lnsuldon
Standad
Omnco o DunaFiberu Amss Lids (FLD)
Not rsosnmended ftn vehlorh ffic
2+ arrlill'Diamobrco Solld, rcln infusad fibergh$ mneffi.rcilion. 20,fiXHb breaking sfrangilt. Standard gruen orbrown @lors. AvallaHe wtth orwilhout urdtile lid greket. Available utlft ca6on filhatm. 4 silainlass sbC ffiiod sockd cap scr€\ils & ]el(
key wmndr. lnsulabd lids availabb - ? orf
Double Walled PVC Riser
. Avallable in 24'and 3(I Dknffir. Cutb lengltt. Sdd in +hT incnments. Must bo crlt bdtren ribe
nffi,
Wlbr&
Wrtrryebr
r $Ystgnc
rPrcducile
ItlG. r Sendce
Frqaocfiet 2flrFcoru'fi7
P.O.Bo(95
Fu ff19) ffi{tnn H'gte\filE,m$inl
tfobrtbr nunv.depmcd.omffi:
POLYLOK DISTRIBUTIOI{ BOX,
RI$ERS, A]{D LID
UD€OXO&UD€OXO
+,-22.45L +DBOXSEAL
G'X'DGCCETI'II
!
I
I
18,l8
16"i slDE curour; TOACCEPTI POLYLOKSEAL @:
I
t
NO.3{X}1 TEAROUT FOR
4'SDR-35 0R
SCHD.40
NOTTOSCAI-E
UD€OX C'HSER
I
E'
I
ROTO#t-tr4:
t_lt- 4' *t
@
UD€OX I2'ilsER NOITOSCATE
PIOLYLOGK EQI'AIJZER
ry.NOTCrl'WEIR
1
*IIFEF
sE.F LElE"irG
ffi8FR(I'ffiFffiInl
FlTFMAIL{'PDED
.*, - -- ,ds!. . *J€t" * .
*-:-i
-
2OI c|o\lER FM, R}sER A D€OX tror70s{J:
GASKETED SEAL ON
LID & RISER
VALLUTm,
IUrilr t
lYerhmbr
rS!d*m
r Pmdrds
Ine,. r$gvle
ft{e} Sato. alF&'ru'$7
F.O.Bo(&5
Fa(| ff19) 3g$.Tt2r Bffavlsh'@ffa1
Iltbrlh ruvuwffipmcd,,om
EnS:
fl
,ii
:;t+r-
Cl:;l:4 Plu:,
Al l-iir -On e itre ri...:i:opt:
Giircl.4 Plus
Aii-r;r-Une i 2 l:ru-lcilfr
f <-' nlr r ;l irtralr,; ; ti C :rl;., nr,.,;
Trrc Culcr4 Pir-rs S't:iitciar:c Ciiambei lii:cr: ma>cmirni sveng{i^ iiiroi,igh ii: iwc,.eitt{:ri:it;i.ic'ir.iiai c.jiiirrifis, This
ccr-tourlng capabtlity wrlir its Cr:ntctir Swrvel Ccnneclion " iryhrcir itecrits iO-cegree lurns irgiri arrci left. lt s alscr
the Curck4 Penscolte are avallallie rvrth'lhrs chanber, i-rrovrcting increased flexicrlii,v in svsten"r confiqurations
Quick4 Plus Standard Chamber
r Two ccnter structuml colurnns oifcr inci'cas;ed ,.:labilil'; and
qr rnorinr qi rr.nn lh"*t-- .- "'"'ir'"
c Aclvanced corrtourinq connections
" l-atchjng mechanism alloi'vs for quick insii-illarlion
" i:our-foot chamber iengihs ate ei.l$y to hancjie and in:-<iaii
. Supports rvheel lo.lds ol"1(j,000 ibs,'a.rtle v",ii! ; i2" o{ cc'ier
Ouick4 Plus All-in-One 12 Endcap
" f;lay be r-;scd ;rt ihe end crf chamber row ior an inlclr'
oullel- ar c2n be installec rniii-trencl'r
r Mid-trenclr connection feature allols corrstruciion o{
cnrlmber raws with cerifei feeri, as an ailern:rtive lo
ir:1,:llirrfl rrl lltir r:nri:: oI cit itiilcr iitv,,:
r C)enierieed conneclion allci,r,s ,+r:r easy insiallation o{
:;crial cilsiribulior r svstenr:;
. Fipe r'utrireciiort t-';.rtiuirs it iuiuLle sir-iel', errijr. r,rr it-r1-r
farrieled FErrc All-in-fllnn Sericennavutv/\? I tH+ tatt at I vt tb I vt lJvvlgv
e Allor'vs foi raised invc.ir-i inslailations
. I B0- clirectional inletting
o lv/elve inch raised in'rert rJieat ior ser jal appficatror rs
Or.ricl<4 Pl,-rs Siat :riaril Ci:r;r i{ri.r
-fDt, ir+b'fqErJrA+
3 ns I&*:t-.U
t'\',i^lr A fAl,.- C+^*"J--,.1 ,AL^*l.^- (}id.!^ ,-nrl Sh".l lf iA,.cFurrrkf\_* r lLlJ urutrlaktk vrrsill#br di\Ib 1,{1 }L blt9 urutta
4g
{FFFECTIVF LENGIH)
Suick4 FNe*s,&$l-in-*ne 1* ffineep Fr**t, $!de artd ffir'rd Vievrs
'12'
34'
r 11.z',
13'
B" INVERT
i
l*,' r.r,,
Lt :.i r$Kr4 Ff fr {"t *i f4r}* I r}" {"* $ e tdef a $G{}6} s*
OUICK4 PLUS
ALLJSNE
{3@'SwW! }
12.7" INVERT Lpgtr*t *l. l* L, -l
8" INVERT
t 5,3" INVERT
33',
OUICK4 PLUS
ALL.IN.ONE I2
ENDCAP
Ouick4 Plus Standard Chamber Specifications
ISize(WxLxH) 34"x53nx12"(86cmx135cmx31 cm)lnvert Height .............,... 0.6', 5.3n, 8,A', 12,7'
(1.5 cm, 8.4 cm, 18.5 cm, 22.6 cm)
IN FI LTRATOR'
sy-";t*ms in.;.
6 Business Park Road . P.O. Box 768
Old Saybrook, CT 00475
860.577.7000 . FAX 860.577.7001
aoo.221.4436
www.inf iltratorsystems.com
Effective Length ..,.,.... 48" (122 cm)
i
INFILTFATOR SYSTEMS, INC, STANDARD UMITFO WAFRANIY
{a} The strJclurffl iniegrity ot eaci} cha[rl]ef. srd plate. wedpe end o:he. ricessory nranuiactJred J.r' kril;r?:or ( Uflils ], ]:hen nstalled ai.J
ope'alddI ale1u,)iylJoiur]ufsilcsupliLsyslJlririuuorda'l€wrlirirriiiuator'rir:tru:iJnj,'5vrd(d,leci_Jtirurruilatuu,ciraser(Hoiuer'r
bylrjsLil'ril1dWi{16ri'y. !iriilir":orsl:abiliiysl({iicdlly{)xclJdosllecoslitrcrnc.v.ilar(y(i:a:ititll:::icf,o JliUrr:s.
il))TiiE LilvljTED V{Aililil.jT r riND AEi,iED;ES ii.i SUBF/i,qriGFriPri 1*y rifrE
'XCLUSiVE.
Ti-JEFE AFE i$; OTtiEn it iFiiAliiifs wrti ilESPEUT
TO rllE UNlrs. INCLUDING NO IMPLIFD WnnnAlJrlFS OF h.lFRCHANrarBiLlw On FITNESS FOn l' PAflnCUL^R PUnPDSE
lc) ll is l.inilqr{ War.arly cllall bc v.ii i, af,!, !ra. of :he charDe. s_vsren iq maa{rla.lurc.l hy al6le oll-Fr ihaa loli,rra.or. Thc Limlr+d \trlar?nly
does nol exlc.ld lo rrfi.ieltal, tcqse?I.o4'iai, ,ep6cial or ird r6c .igrnoas. kllill.at4r shall rc b6 l;,h!g l,:r aaralt es 1r liqur.larel fiana(Jes.
rn.lucing los.: .l pfcdr,criol ald pfrlilr, lalor an. r-raierials. overheael .ros s, or f,lher losses .t expanies ftitr'9d hy thc Hol{te. tr aly ltird parl} -
Spei.iiaallyaxcltrrledlrcrLiniledlvafanllcrN6:agearcdarqgrlollc(lr'sair€llorclina'yv/ea-ar,ea-.ella'alicn.eccd€nt migr$e.anuse
lc mainlain the rilimur gti-Fd covefs sel lrytr rn i.g iil::allal on irsrrKl:Dns. ll e olacemel: ri iTprofrer ralerigls irtc 11€ system afqlarlng
ll,e tjn ls. {ail{rre ol lhe lhiis or ,lr9 sepl c iysretr due io incroFer 9:irg or momper srzirg. o\ceisi/e lvaic" r,sa$e, irrroper lr€ase cisoosal.
o' )apflper opc.alron; 1r anv tlher eren' not carrseii by lcl{lrator. ihrs L Trlec V,Jarianty shall be i.o.l i .he tlclder iarls lo cffiplv wiih all .f lhe
te.msseitolhrnllisLinri:edWarranry.lurl]er.:.noiverlslalllnfil:reorberasponsrllleforarylosso-dan'agekrlhetiol{ip.r,lle{Jnils o.afy
llird raly resullirg t'ear.nstallaiion or stnomarl. :r lrom ary rr.rcud liatlility clainrs ol llolcer xr aly lhir.l rariy, l.or lris Unil"d Uv'trran:y to
apcly, lhe i-l'rits ilrst be .nstallej ro ascordanse &rll ali srie Jfwt ons rerui'scl try slale and local cmes. all other apchca"le lav€: ard lilil:ra:or s
r rsia{ia.i3a irs:{uci orrs.
(a)llcreprcscnlalveo l|llhalo"haslhaa.Jihoftylocr3ngefexlenil:hrsLrtled!Va{anl}. NoraaaflyapplcstoilryFaritoiherilrartre
original llolder.
trc above rrpresents thc Sianda'd I imited Warran:v oicrec by ls|ltato. A linited r:mbcr cl slates nnd count es havo d lerenl warrantv
rcquireraents. Any purcluscr of Units shoulo :cntact ln'ilra:or's Cc'Ftra:e Headcuarters in Old Say3rook. Ccnnect crrl p- or :o srcn purchasc,
irJiiiail,ardpyoliFerppiiciLiswdrr.0rly.rrtisrruieiclrvl"liyrcdLiiilriidtrrrantvprioriDlrdpuc;i,-iwoJUr,:s-
r
U.S.Po:crls 2,75!r.ti61.5017,U41.515ti.498. 1336,0-7 540'.11C 14111.459.5N11.903, 1.716 lti3 !.599778.5.839,844
v' $ ! lnr q"r l^ h .rr!r.
lnfill,atfr. tqua|zsr, OLrck4 af;d Olrch4 l)lLs ar€ regislered t/adEnahs o' ln{ ltrato' Sys:eils lnc, lnillrator is a regrstered
is a rcgrslcrcc lradgnar{ n lvlc{tca. Cf,ntoLr Swrlel Connoctror s a l.adcmarl{ of lnfrltralor Syst?rrs lrc. O 2009 lnil:ra,or
trademark if Frarce. Int ltratc. Svslens lrc.
Systcn.s lnc. l'flntecl n L,S.A.I'LUS05 l0 l0tSt-2