HomeMy WebLinkAboutEngineer's OWTS Report] 29 CAINS LANE
CARBONDALE,CO A1623
970.309.5259
CARLA. OSTBERG@GMAIL. COM
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April 19,2024
Tim Finholm
tfinhol m@u niq ueprop. com
Onsite Wastewater Treatment System (OWTS) lnspection
240 Rippy Lane
Garfield County, Colorado
Tim,
As requested, CBO lnc. performed an Onsite Wastewater Treatment System (OWTS) inspection at240
Rippy Lane, New Castle, Colorado on April 19,2024. The legal description of the 4.98-acre property is
as follows:
Section: 5 Township: 6 Range: 91 A TR. lN THE SESE. 4.98 ACRES
Parcel lD: 21 81-054-0044A
The permit (enclosed) was provided by Garfield County Land Explorer Database. The subject OWTS
consists of one 1000-gallon, two-compartment Copeland concrete septic tank followed by a soil treatment
area (STA) comprised of an 18' x 45' pipe and gravel absorption bed with 3-feet of gravel under the
perforated pipe. lndividual Sewage Disposal System (ISDS) Permit 1420 documents the system. The
system was sized 1o accommodate 3 bedrooms. The permit received final approvalon April29, 1988.
The existing residence will be replaced with a new, 3-bedroom residence placed in the same
approximate location as the existing residence.
The septic tank is located off the southwest portion of the existing residence. The manhole lids are
approximately 6-inches io 1-foot below grade. Sanitary tees were present on both the inlet and outlet
side of the septic tank. Pipes coming into and going out of the septic tank are cocked upward slightly
which is an indication of setting of the sewer lines outside of the septic tank. The outlet side of the septic
tank is showing signs of deterioration of the concrete. Liquid levels in the septic tank were normal. lf the
septic tank will remain in use, we recommend adding risers to bring access to grade and replacing the
damaged manhole lid.
There were no inspection ports observed in the STA. We walked the approximate STA and found no
evidence of surface saturation or failure at the time of the inspection.
This evaluation is not a guarantee of future system performance.
Disclaimer: Tltis inspection is intended only as an evaluation of the present condition of the OWTS
based upon what was observed and the Licensed lnspector's experflse in onsite wastewater technology.
The lnspector has not been retained to warrant or guarantee the proper functioning of the system for any
period of time in the future. Because of numerous facfors which may affect the operation of an OWTS,
as well as the inability of the lnspector to supervise or monitor the use or maintenance of this OWTS, this
repoft shall not be construed as a warranty by the lnspector that the sysfem will function properly for any
particular prospective buyer, and the lnspector dl'sc/ams any warranty, either expressed or implied,
arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the
sysfem is having on groundwater.
There was interest in replacing the septic tank at the time of delivery of the new home.
SITE CONDITIONS
The existing 3-bedroom residence will be removed and replaced with a new 3-bedroom residence.
The existing OWTS may remain in use. lf replacement of the septic tank is desired, the existing septic
tank must be pumped and the top, bottom, and sides collapsed and the remaining void filled with onsite
soil OR removed.
The residence is served by a private well on the property. The well is located to the northwest of the
driveway. The well must be at least SO-feet from the proposed septic tank.
The Colorado River runs along the eastern portion of the property. All OWTS components are at least
50-feet from the river.
The existing 18' x 45' STA may remain.
There should be no traffic or staging of material over the ETA to avoid compaction of soils and/or
damage to distribution piping.
DESIGN SPECIFICATIONS
For the purposes of this Septic Tank Replacement design, Benchmark Elevation has been established as
100' as the elevation of the sewer line existing the new residence. While we have included minimum fall
requiremenfs, fhe elevation of the existing sewer line entering the STA must match existing. 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 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 1OO0-gallon, two-compartment Infiltrator@ 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.
The 4-inch SDR-35 sewer line exiting the septic tank must have a minimum 1% fall and tie into the
existing sewer line entering the STA.
OWTS Component Minimum Elevation
Primary Tank lnlet lnvert Approximate horizontal distance 17' I min.2% lall I
min.4.25" fall
lnfiltrative Surface Approximate horizontal distance 12' I min. 1o/o fall
to STA/ min. 1.5" fall
Please call with questions.
Sincerely,
Cs,\{*- fixfixxg
Carla Ostberg, MPH, REHS
NAWT Certifi ed I nspector
Certification # 11O44ITC Exp. April 2026
Existing septic tank / inlet and outlet
View of approximate STA
CBO lnc.
129 Cains Lane
Carbondale, ColoEdo 81623
Phone 970.309.5259
€rla-ostberg@gmail.@m
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SLIP-ON PVC
SCALE: 1 = 50'=0"DO NOT GLUE
INSULATED
TRACERWIRE FINISHED GRADE
4'DIA
SEWER LINE
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GENERAL NOTES:
DRAWINGS MUST BE USED IN
CONJUNCTION WITH DESI€N
LETTER DATED O41 1912024
CALL811 FOR
UTILITY LOCATES
240 Rippy Lane LLG
240 Rippy Lane
Garfield County, Colorado
ProjectNumber: C1877
04t19t2024
Designed by: CBO
Drawn by: CBO
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APRON
C8O lnc.
129 Cains Lane
Carbondale, ColoEdo 81623
Phone 970.309.5259
carla.ostberg@gmail.com
BARN
B.M. = 200.00
TOP OF STAB
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WELL
HOUSE
BM 100'
PUMP
240 Rippy Lane LLC
240 Rippy Lane
Garfield County, Colorado
Project Number: C1877
0411912024
Designed by: CBO
Drawn by: CBO Sheei 2 0F 2
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TOP OF
NEW 4" DIA SDR-35 SEWER PIPE WITH DOUBLE SWEEP CLEANOUT
2% FALL TO TANK
NEW 1 OOO-GALLON, TWO-COMPARTMENT
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SEPTIC TANK WITH EFFLUENT SCREEN,/-"
@ ABANDON EXISTING SEPTIC TANK
NEW 4" DIA SDR-35 SEWER LINE TO
STA (TIE INTO EXISTING SEWER LINE)
(MIN. 1% FALL TO STA)
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EXISTING 18'X 45 PIPE AND GRAVEL
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STA (3'OF GRAVEL UNDER
DISTRIBUTION PIPING)
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CALLBll FOR
UTILITY LOCATES
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I hercbt ce.tily to Tin Finhant that thl Torygruphic S,Ney and
Plal verc tnade by ne and or Mder D! dire.l frea1,lsio, and
chec*ing, and that hoth orc ttue and coilect to the bel ol,nr
GENERAL NOTES:
Meridicn Design 97O 275 9469
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Scale l" = 20'
TOPOGRAPHIC PLAT OF
FINHOLM PROPERTY
240 RIPPY LANE
GARFIELD COLINTY, COLORADO
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a GARFIELD COUNTY BUILDING AND SA,NITATION DEPARTMENT
2014 Bhkr Avonuo
clonwood Sprlngs, Colorrdo gl60l
Phon6 (3031 945.824t
TND|vTDUAL SEWAGE D|SPOSAL pERM|T ig t {?0
This does not constitute
a buildi or use permit
Owner Fred L. Snyder
Svstem Location I /coa
Licensed lnstaller Omer
* Conditional Consrruction opproval is hereby granred 1o, , #8O ,- g^tton
-/- ll Septic Tank or
-*-Aerated
treatment unit.
Absorption area {or dispersal area) cornputed as follows;
Perc rate of one inch in /+minules requires a minimum ol L ft, of absorption aroa per b0droom.
Therelore the no. of bedrooms . -3 * .XTO sq. ft. minimum reguirement = a toral of 8/.Q ,0. ft. of absorption arog,
May we sussest /J /x 6I 'X 3 L/. *f * /8k4 k s'/* *
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I nspectorDate
FINAL APPROVAL OF SYST{:M
No systern shall be deemedlio be
ing any part,
".t !
in compliance with the Sewage oisposal Laws until the assembled sysiem is approved prior to cover.
Septic Tank access for inspection and cleaning within 12" of ground surface or oerated acca$$ ports above ground
su rface,
Proper materials and assembly.a/<
fl y'{.
- Trade naryiftt,septic rank
P /{ Adequarii?6sbiption (or d
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Ad_equat'ffiiianl" wiir,
or aerared trearment unn. cop e/".-/ t o o o qt J, 6n ct e-{c
"iliy!(*'f 4r' /" /a/U ia* a/z t/a a Pt
.permi t requi re;nehts.' i
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Adequate cornpliance with County and State regulations/requirements.
RETAIN WITH RECEIPT RECOR T CONSTRUCTION SITE
BDate
'CONDITIONS:L All installation must comply wi.th all requirements of thE County lndividqal Sewage Disposal Regulations, adopted pursuant to au._ thority sranted ip.66-{a.d,,CgS'1963,.tn,r{Ehded 06.344,6R6 1963. I ./: .
2' This permit is vafid only ior'connection to structures which have fully complied,with county eonirrg_.and/building requiremenrs.Connection to or use with any dwelling or structures not approved by the Building and Zoning "iil." ,f.riii ert".rii',,.'rv be a vioja.lion of a requirement of the permit and cause for borth legal action gs. reyo,gationllinupuraill--, ,., , i ., 9.?113. 111,.3.24 requires anv person who constri{'p{E; atiers,'or,tnciaffsii i;Jiriirlil rr*sudisposalsystem in a nlanner,which in-villve5 a'kn'owing and mareriat vitia.rion from rni:'iepnp pr speClficatieris contairled'i" tt, upprllatl;"-;;';,,.'i;i;;r;;r; ;;;;';,Petty Oflense t9500.00 line - 6 months in iait or littri.r , ,r',
Apptlcrnt: Grren Copy Drprrr.hrnt: pl^k Cob( i'! 't ,.'
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ADDRESS
. CONTRACTOR-
ADDRESS
l1 t, I.JI JIJI YYL I
PHONE
Approva I by
County Official:
PHONE
PERI4IT REQUEST FORrAttach separate sheetopography of area,test holes, soil pro
}{ New Insraltatlrs 9r report shovrlnghabitable building,-lflles in test ho'lis.
0n() Alteration () Repairentl re area with res pect to surroocation of [:fot" water wells, s
unding areas roil percolatlon
6 atre s
L0CATI0N- 0F gR0qOSEq fAcrlrry: Coun
Near what City of Town a)
See
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Lot siLegal Descrlptfon
l,lAsT TYPE:()4 Dwelling ( ) Transient Use( ) conmerclal or Institutional ( ) Non-domestrc wastes( )Other-Describe
:1
BUILDIT'lG 0R SERVICE TypEr
Number of bedrooms Number of persons( ) Garbage grinder (5() Automatic washer (X) Dishwasher
ND TYP l.,A suP Y : ()d) wel I () spring ( ) stream or creekGive depth of all wells within lg0 feet of system:If suppl ied by communlty water, give name or suppl ier:
GROU ND COND ITIONS:
Depth to bedrock:-k
Depth to first Ground Water Table:
Percent ground slope:
TYPE 0F II'IDIVIDUAL sEr,rAGE DIspOsAL sysrEr'r pROp0sED:
DISTANCE TO NEAREST COMMUNITY SEI.IER SYSTEM:
lrlas an effort made to connect to conrmunity
Ilq Septic Tank
( ) Vault Privy
( ) Pit privy
( ) Cfremi cal Toi I et
system?
( ) Aeration P'lant
( ) Composting Toilet
( ) Incineration Toflet
( )Other-Describe:
( ) Vault
( ) Recyclingr potable use
( ) Recycling, other use
FINAL DI POSAL BY
K *urorpfion Trench, Bed or pit
( ) Unaerground Dispersal
( ) Above Gnound Dispersal
( )Otrrer-Describe:
( ) Evapotranspiration
( ) Sand Filter
( ) l,lastewater pond
t^lILL EFF LUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE?
Page 2
t"s[tL trr.Hcuunr lult I 15l KrluL r 5:tlu ue c(Jlltpleteo uJ xcgtsLe|eu rt'utcssruilcrr L|grilcct./
Minutes per inch'in hole No.1 Minutes per inch in hole No.3
Hinutes per inch in hole No, ? f4inutes per inch in hole No.*
rNafie, address and telephone of RPE who made soil absorption tests:
Name, address and telephone of RPE responsible for design of the systeml
App licant acknowledges that the completeness of lhe a pplication is condltional upon suchfurther mandatory and addltlonal tests and r eports as may be re
ppl icant or by the
gui
loc
red by the local healthal heal f.h ddepartment to be nade and furnished by the a epartment
J,s "subJecpurposes of the evaluatlon of the ap plicationi and the lssuance of the perrnlt tto
such terms and conditions as deemed necessary
c.R.s. 197
to insure compliance with rules and regulatlons
adopted under Article 10, Title 25,3, as amended. The undersi gned hereby certiflesthat all statements made, infornntlon and re ports submitted herewith and required to be
submltted by the a ppllcant are or wlll be re presented to be true and correct to the bestof my knowledge a nd belief and are desi ned to be relied on by the local d epartment of healthin evaluating the same for purposes of ssulng the permlt applied for herei n,I further under-
stand that any falslflcation or misrepre sentatlon may result in the denial of the applicationor revocatlon of a ny permit granted based upon said applicatlon and in legal action for per-j ury as provided by I aw.
Date Sign
DRAW AND ACCURATE TOY R RTY
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A oircel of laud situated y F.t, 1: Section 5' Tomshlp 5 South' Range
91 llest of the Sr;;;;;clpal ro.'iailil^;;";iy of Garfield State ot
colorado, *** n"llt"i"iry'a""crlbed as follors:
Beginnlng :: :-1"il:.:::1 ri:i: l#il1fuhqfit::""il: l.*"
:$:::T: ?iffiiToiili'-asi' o7 t""t
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:H1:: :ri*1":r,,-1; il;i"1.;,85 ryo0-0' eo'l-l:-l'o' 66 feet to the
ooLnr of tegrnninj,l#aog"'bttt a 30 foot access easeE€nt being 15 feet
Ln both sides "iTi"'e;j;;tng
described centerline:
Beginning * " t"lg;lll:r:i; i*'#& F:l=li:tlll:til:00'00"Southeast Corne:
E. 223'00 feet"t"";;n; ".i!1 1f-;t*t *i ltat:r-"-rgttt" aPPurtenant
thereto, tncludiug- 2 Ll| ehares i"-li. niies atrd l{are Ditch
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4115124, 11:07 AM
Garfield County, CO
5ummary
Account R015060
Parcel 2781O54QO74O
PropertyAddress 240 RIPPY LN, NEwCASTLE,CO 81647
Legal Description Section: 5 Township: 6 Range: 91 A TR. lN THE SESE. 4.98 ACRES
Acres 4.98
Land SqFt 0
TaxArea 15
Mill Levy 60.6880
Subdivlsion
View Ma9
Owner
240 R]PPY LN LLC
PO BOX 503
NEWCASTLE CO 8147
qPublic.net - Garfield County, CO - Property Record Card: R015060
Land
Unlt Type
Square Feet
Buildings
SINGLE FAM.REs.-LAND - 1112 (RESIDENTIAL PROPERIY)
0
Building #
Unlts
BulldingType
Abstract Codes / (Property Type)
Architectural Style
stories
Frame
Actual Year Built
Gross LivingA.rea
Total Heated SqFt
Bedrooms
Baths
Heating Fuel
HeatingType
Air Conditioning
Roof Type
Roof Cover
Actual Values
Assessed Year
LandActual
lmprovement Actual
Total.A.ctual
Assessed Values
Assessed Year
Land Assessed
lmprovement Assessed
Total Assessed
Tax History
1
I
5FR
SI NGLE FAM,RES.I MPROVEMTS-1212 (RESIDENTIAL PROPERTY)
MANUFACTURED-HUD
7
WOOD FRAME
7982
1,056
1,056
3
GA5
FORCEDAIR
EVAPORATIV
GABLE
CORG METAL
2024
$28o,0oo.oo
$316,580.00
$s96,580.00
2024
$18,760.00
$21,210.00
$39,970.00
2023
$2,2O2.36
2023
$254,190.0o
$287,390.OO
$541,580.oo
2023
$17,030.O0
$19,260.00
$36,290.00
2022
$2,789.92
2022
$230,000.00
$250,960.00
$480,960.O0
2022
$1s,99O.O0
$r7.440.OO
$33,430.00
2421
$2,539.80
2021
$230,000.00
$250,960.00
$480,960.00
2027
$16,450.00
$17,e40.00
$34,390.00
2020Tax Year
Taxes Billed $7,645.52
hftps://qpublic.schneidercorp.com/Application.aspx?ApplD=1 038&LayerlD=2238,l &PageTypelD=4&PagelD=9447&Q=879323389&KeyValue=R01 5060 113
4115124,11:07 AM
Click here to vi ew the tax informa:ion for this o3rcel on the Garfreld Coultv Treasurer's website.
Transfers
qPublic.net - Garfield County, CO - Property Record Card: R015060
Sale Date
72/6/2019
7n/?918
7/9/2078
7/9/2018
6/8/2078
6/4/20L8
u31/2018
1/3\/?o!?
7/71/2003
5/7/2003
s/27/7980
Deed Type
STATEMENT OF AUTHORITY
SPECIALWARRANry DEED
QUIT CLAIM DEED
WARRANry DEED
Manufactured Home Affidavit of Real Prop
Manufactured Home Certificate of Permare
QUIT CLAJM DEED
WARRANTY DEED
q4sFllEfr
EASEMENT
WARRANryDEED
Reception Number
9297A7
ry.123
:oel]l
9091 :i3
2o7rys
907634
9O28W
:93939
6?1s38
628267
303643
Book - Page
1492-35
1474-536
0548-0100
Prlce
$o
$o
$o
Sale
$o
$o
$o
$o
$o
$369,000
$230,000
$2O,ooo
Property Related Public Documents
Click here to view Prooertv Related Pxblic Documents
Photos
Sketches
https:/lqpublic.schneidercorp.com/Applicaiion.aspx?ApplD:1038&LayerlD=223B1 &PageTypelD=4&PagelD=9447&Q*879323389&KeyValue=R015060 213
4115124,11:07 AM qPublic.net - Garfield County, CO - Property Record Card: R015060
the Sarield founty Asssssor'i Office makes every effori to produce the $os1 accurats
int*rmaiion possible. Na warranties, expressed or implied are provid*d for the d:la herein, iis
use cr inlerprelation. Data i5 subject ta .onstaflt.hafige and its aceurac-v and c*mpleteness
e;nnot be guarant**d.
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Crntacl Us
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F0p
200 :f
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1056 Et
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400 sf
FDG
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Developed by
A)Fsl.srEif,rr
https://qpublic.schneidercorp.com/Appllcation.aspx?ApptD=1038&LayerlD=22381&PageTypelD.4&PagelD=9447&Q=879323389&KeyValue=R015060 313
*tqpsblic.net'" Garfi eld County, CO
Account
Number
Parcel Number
Acres
Land SqFt
TaxArea
2019 Mill Levy
R015060
218105400140
5
0
015
60.6880
Physical
Address
Owner Address
240 RIPPY LN
NEWCASTLE
24O R:PPY LN LLC
PO BOX 503
NEWCASTLE CO
87547
2019 Total Actual
Value
Overview
Legend
l-l Parcels
Roads
Parcel/Account
Numbers
Owner Name
r j Lakes&Rivers
* CountyBoundary
Line
$596,580 Last2Sales
Date Price
7/9/20!8 $369,000
r/37/2OrB $23o,ooo
87647
D ate cr e ated: 4 / \5 / 2024
Last Data Uploaded'. 41 15/2O24 2:1O:70 AM
Deve ro ned bv1f, .) pp|gr""^d gt
Item #
rM {o6&2GP
1060 Gallon Thro Gompartment
lnfiltratol@ Poly Tank
lT'Top
View
TANK TOP
HALF
CONTINUOUS
GASKET
622',
TANK
TNTERIOR SEAM CLIP
(64)
ALIGNMENT
DOWEL (34)
TANK BOTTOM
HALF
Mid-Height Seam
Section
24'A@ES8 oFENtl{Ct\Section
View
Tank Indudc ll&
54.7'
I
17'111
OUTLET
vr
&.7
EXTERIOR
HEIGHTr Compliont with CSA ond IAPMO Stondordsr PVC risers ovoilobler Secondory sofety screen ovoiloble with PVC riser
o Moximum buriol depth is 48"
. Minumum buriol depth is 6"r Tonk is not roted for vehiculor troffic loodingr Exterior of monhole cover includes the following
worning: "DANGER D0 NOT ENTER: POISON
GASES''
SEAM CLIP
(TYPTCAL)
LIFTING STRAP
(TYPTCAL)
End
View
Digging Specs ln vert Dimensions Net
Copocity
Weight
{ffi'F'LTgftI*n'
riln lutYrcfi)G.
Length
127"320 lbs
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1
f"
Ailkh€d
12' Long x 7' Wide lnlet
47"
Outlet
44"
width
62.2"
Height
54.7"1094 gcl
fYater &
Warbtrabr
r Systems
r Products
fnc. r SeMce
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unauhorized enfyr lnsulation panels achieve R-10 insulation rating
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Orenco @ DuraFiber* Access Lids (FLD)
Not recommended for vehicrularffic
24'and 30" Diamebrs. Solid, rcsinlnfused fibenglass consfrucffon. 20,O0Glb breaking sfuengfttr Standard gr€en or brcwn colors. Available with orwithout urghane lid gasket. Available with carbon filfrationo 4 stainless steelfrahead socket cap scrcws & hex
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P.O. Bo(m5
Fu: (fIg) 39$3727 B'sE\frb' @fial
Webclb: www.wlleyprmtom
Ennll : tondcn@tlalleyprewtom
Residential Biotube' Effluent Filters
Applications
Orrr patented* 4-in. (100-mn-r) Biotube Eflluent Filters, Biombe Jr., Biotube
insert Fiiters, and Biotube Base Inler Filters are ideal for residential septic
tanks and have a lifetime warranty. They prevent iarge solids from leaving
the tank, dramatically improving wastewater quality and extending the life
of residential drainfields.
4-in. (100-nm) Biotube Efihrcnt []ilrcr
4-in. (1 ?}-tnrn) Biotube Jr.
(4-itt. BioLttbe carnidgc aunil-
able sepamtely as Insert Filter)
:
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8-in. (200-ntnt)
Base Inlet Filter
4-in. (100-mnz)
Iruert Filter
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3I
Orenco's superior ffiuent fbers resist clogit'tg better t/tan a/l ather brandl Otr'r stan-
iard, Jilll-sized 4-in. (100-tnn) Bioutbe Efluent Filter prouides ntaxinttsn lzng-terllt
protection in acrsmplete package, u,ith /tottsing. Our 4-in. (100-mm) BiombeJr., at
half the size of ottr standard model, has nzore flta'ing cttpacity than the f.tll-sizedfilters
sold b), otlter ntanufachrws. "Fbr tunles witlt existing ou.tlct teas, thc Biotr,t.be Insert Filtar
is ileal. And for lpv.profle tanhs, tlsarei the Base Inlet Filter.
. Covered by patcrt numbes 5,492,635 avl 4,439,323
To Order
CaIi your nearest Oreuco Systemso, Inc. distributor. For nearest distribu-
tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on
"Distributor Locator."
APS-Fr-1
Rev.3.4 @ t1l10
0renco Systems@. lnc.
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Standard Features & Benefits
. Has 5-l0times
more flow area
than other brands,
so lasts many
times Ionger
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
. Rernoves about
tuuo-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
c lea ning
. FIow modulating
discharge orifices
available to limit
llow rate leaving
tank, mitigat-
ing surges and
incre asing
retention time
. Custom and
commercial sizes
availa b le
Biotube
Filtering
Process
Effluent from the
relatively clear zone
of the septlc tank,
between the scrm
and sludge layers,
horizontally enters
the Biotube Effluent
Filter. Elfluent then
enters the annular
space between the
housing and the
Biotubes, utilizing
the Biotubes'entire
surfa ce for filtering.
Pafticles larger than
the Biotube's mesh
ale prevented from
leaving the tank.
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Changing the \Wg tlt
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Orenco Systems'
lncorp0rated
Nomenclatures
4-in. Biotube Fifter {standard)
4-in. Biotube
Effluent Fiiter
4-in. Biotube Jr.
Tank wall
FT 04
FT J I!o+ ra
T T.Ixterdible PVC handle
Stainless steel set screws
Top seal plate
Air
Biolube@ filler cartridge
Solid base
Filter housing
Ca(ridge height: 2B" and 36" are standard
Housing height: 36" ard 44" are standard
Filter diameter (inches)
W = lits
S = lits
Type 3034 outlet pipe
Schedule 40 ortlet pipe
8-in. Biotube Filter {base inler model)
FT 0822-14 B
0ptions:A = floai bracket
FS = 2" outlet orilice
1/S" flltration
1/16" filtratlon
Blank
P
0ptions:
Blank = n0optionsM = flow modulalion plate installedA = float bracket attached
FSO = 2" outlel oritice and overilou/ plale"
Base inlet model
no optionsl\,4 - flow rnodulation plale installedA = float bracket atlached
Cartridge height {incles)
Filter diameter (inches)
Biotuire effluert filler series
Riser
wall
Cartridge height: 1 4" standard
Housing height: 22" standard
Filler diamete. {inches)0B=B"
Blank = 1/B" filtrationP = 1/16" filtration
Biolube effhent fllter series
Also available with coupling and sleeve as a "kit": il-OVERFL0WKIT
4-in. BiotubB Jl. (includes cartridge and housing)
-T*on*,
Blank =
W = flts Type 3034 outlet teeS = fits Schedrle 40 outlet 1ee
4-in. Biotube Fitter Insert (cartridse onty)
FTi 0418-
Junior series
Biotube eflluent filter ser:es
Blank = 1/B" fi:tralionP = l/16" tiltration
Cartridge height (inches)
Filter diameter (inches)
Blank = 1/8" filtrationP = 1/16" fillration
s=
For customized options {e,9., NC
indicates \o.th Carolina regioos)
tits Type 3034 outlet tee
f:ts Schedule 40 outlet lee
lnsert
Biotube ef'fluent filler series
Distributed By:
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Learn these simple steps to protect your home, health, environment and property value:
S*:
. I'iave your sysigl: inspecited {in general} every three years by a licensed .onlractol
and have lhe tank punr;:ed. when necessary, generali,v every three to five years.
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; i f..-i: :i.'i:. ::t,.'i;i'i;:, r,.t:': :
$ eptl ca:
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;.j i Ir]! r,rrm€riil Frnt':.iicr: l!!ri.y
ffion't:
" Four caoking greas* or oil dcwn the
sink or toilet.
" Rinse coffee ground: inlo the sink.
" Pcur househoid che:nicals dow:r the
sink or flush thenr.
Dcn't:
" Flush rrorr-degradable products or
chenicals, such as feminine hygiene
prod:-rc{s, conclonrs, dertal floss,
diapers, cigarette brtls, cat litter, palrer
towels, pharmaceulicals.
S*:
o Elirninale or limil the use of a garbage
d isposal.
, Properly dispose o{ cc{fee grounds B
fcod.
" Put grease in a ccntainer to harden
belo;"e discarding in the lrash.
ilo:
* llispose of ihese iterrs in the trash can!
Sc:
" Consr:lt a septic service professional tc
advise vou of the ;:roper distance for
planting trees and shrubs, depending cn
yoLrr septic tank location.
$on'{:
" Park or clrive on your drainfield, The
weight can damage the drain lires.
r Plant trees or shlubs 1oo close to your
drainfield, roots car grow irto your
system and clog it.
Fon't
" Conc€ntrate your wnler Lrse by usirg
your dislrwasher, shower, w:shing
*achine, and toilel at the sarne tine,
All thal exta lt'aler car really strain
your sep{ir system"
So:
" Stagger the use ol wa{er-ge:.lerating
appliances. This can be helpful
especially il your syster: has noi been
pumped in a long lime.
" Beconre more -rl:alar,*flri-:"1;! by fixin6l
plumbing Ie*ks and ccnsider in:talling
balhroom and kiiehen taucet aelstors
anel water-efficienl products.