HomeMy WebLinkAboutEngineer's OWTS Design PlanI29 CAINS LANE
CARBONDALE, CO 41623
970.309.5259
CARLA.OSTSERG@GMAlL.COM
l.iIII,'l. l(: <:('}F*!altr,'l'l N(i
April4,2025 Project No. C1949
David Door
ddorr@hdaspen.com
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
4-Bedroom Residence
555 Wooden Deer Road
Garfield County, Colorado
David,
CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system
(OWTS) design for the subject residence. The 3.28-acre property is located outside of Carbondale, in an
area where OWTSs are necessary.
Legal Description: Section: 25 Township: 7 Range: 88 Subdivision: WOODEN DEER SUB Block: 0 Lot:
113.28 ACRES
Parcel lD: 2393-252-04-01 1
SITE CONDITIONS
The property is currently undeveloped. A 4-bedroom residence is proposed
The residence will be served by a community water system. Although not indicated on the site plan, the
water line will run from the curb stop, north to the driveway, and then west to the residence. The water
line will not come within 1O-feet of the septic tank or within 2S-feet of the soil treatment area (STA).
The property has an approximate 30% slope to the south as represented by the topography on the site
plan; however, there is a moderately sloped area just south of the proposed residence that is relatively
clear of pinion trees. The slope is approximated at approximately 15%. The area is sparsely vegetated
with the proposed bed configuration allowing less clearing of trees along the steeper, down-gradient
slopes.
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.
SUBSURFAGE
The subsurface was investigated on March 20,2025 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 topsoil to 1-foot, underlain by tan to
whitish calcareous clay matrix to a maximum depth explored of 7.O-feet. No bedrock or groundwater was
' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile
Evaluation of Soils Training.
Page 2
encountered.
The materials encountered in Test Pit #2 were consisted with those encountered in Test Pit#1. Test Pit #2
was explored to a maximum depth of 7.O-feet. 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. Soilstructure
shape was blocky and consistence was friable. Soil texture was more smooth than gritty.
Calcareous clay matrix is consistent with Soil Type 2 with moderate structure grade. A long-term
acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the STA.
Sieved sample Ribbon less than 1"
Proposed STA south of tree cluster Test Pit #1
Page 3
Test Pit #1
Test Pit #2
Page 4
Backfill
DESIGN SPECIFICATIONS
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 1.2 (gravity, bed) x 0.7 chambers = min. 735 SF/ 12 SF/chamber=
Min. 62 'Quick 4' lnfiltrator@ chambers
The OWTS design is based on 4-bedrooms. An average daily wastewater flow of 525 GPD will be used.
For the purposes of this OWTS design, Benchmark Elevation at grade 6536.51' has been established as
100' (Finished Floor Main Level). The Finished Floor of the Lower Level will be 6525.51' (89'). 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. We recommend extending the clean out to just beyond the hardscape patio
for access.
The system installation must include a minimum 1250-gallon, two-compartment septic tank with an
Orenco@ Biotube effluent filter on the outlet tee. We are recommending a poly lnfiltrator@ septic tank,
but this may be substituted with any state-approved concrete or poly septic tank. 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.
OWTS Comoonent Minimum Elevation
Primary Tank lnlet lnvert Approximate horizontal distance 25' I min.2% fall I
min.6.25" fall
Distribution Box Approximate horizontal distance 43' / min. 1o/o fall I
min.5.375" fall
lnfiltrative Surface Approximate horizontal distance 7' I min. 1% lall to
STA / min. 0.875" fall
Page 5
Effluent will gravity flow to a distribution box, and then to two gravelless chamber beds. 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 bed.
A 4-inch diameter SDR-35 level manifold must be installed to connect each row of the chamber beds.
The chamber beds will each consist of 3 rows of 11 'Quick 4' lnfiltrator@ chambers for a total of 66
chambers and 792 square feet of infiltrative area. lnspection ports must be installed at each corner of the
beds. 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.
PERMIT APPLICATION INSTRUCTIONS
An OWTS Permit Application must be submitted to Garfield County Environmental Health Department.
httpsj./iwr4 (.garfield-county.com/environmental-health/filesgcco/sites/16/OWTS-Applicqlign-Complete-
Packet-Dec.-2Q'19.pdJ. 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 xB1 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.
COMPONENT MANUFACTURER MODEL NO.GOMMENTS
Septic Tank lnfiltrator@ lM-1530-2CP [/l inimum 1 250-gallon,
lwo-compartment poly .
septic tank (We have
specified a 1 500-9allon
septic tank as rt is
lvp ical lv I ocal lv avail abl e\
Effluent Filter Orenco@ 4" diameter full size filter
Tank Risers and Lids Orenco@ Double-walled PVC Risers and
Lids (24" diameter)
Distribution Box Polylok Distribution box, risers, lid, flow
-.qualizers (2)
Chambers lnfiltrator@ 'Quick 4' Plus Standard
Chamber
36 'QuicK 4' chambers
Page 6
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
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.
Page 7
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 ditferent from conditions
described in the 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
&.nt* }x&x;'g
Carla Ostberg, MPH, REHS
CBO lnc.
129 Cains Lane
Carbondale, ColoEdo 81 623
Phone 970.309.5259
€rla.ostberg@gmail.@m
TP2
SEPTIC
TANK
vSTA
STOP
+
TPl
Goldman/Slusar Residence
Number: C1949
555 Wooden Deer Road
Garfield County, Colorado
Dal€: Ml04l2O25
Designed by: CBO
Drawn by: DD
shdl 0F4
w1.0
N
RESIDENCE ffi
SCALE: 1 = 50'=0'
LINE
THE LOCATION OF PROPOSED IIIIPROVEMENTS SHOWN ARE
NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS
ARE APPROXIMATE. IT IS THE HOMEOW\JERS' DUTY TO
ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS
ARE ACCURATE. PROPERTY LINES ANO SETBACK DISTANCES
SHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALED
FOR PRINTING ON 1'I" X,I7'PAPER.
DRAWINGS MUST BE USED IN
CONJUNCTION WTH DESIGN
LETTER DATED 04104/2025
CBO lnc.
129 Cains Lane
Carbondale, Colorado 81623
Phone 970.309.5259
€da.ostberg@gmail.@m
RESIDENCE
BM 100' = 6525.51'
LL = 89'= 6525.51'
TP1
TP2
DISTRIBUTION BOX
WITH ACCESS AT GRADE
o
37,1
6s40
36.5
Goldman/Slusar Residence
555 Wooden Deer Road
Garfield County, Colorado
Number: C1949
Da|€: O4lO4l2O25
Dosigned by: CBO
DEwnby: DD
Sh€6t 2 0F 4
w2.0
4'DIA SDR-35 SEWER PIPE WITH CLEANOUT
MIN 2% FALL TO TANK
4'DIA SDR-35 INSPECTION PORT
AT EACH CORNER OF EACH BEDS
1 2sGGALLON, TWO-COMPARTMENT POLY
SEPTIC TANK WITH EFFLUENT SCREEN
7g \(. \
4' DIA SDR-35 PVC LEVEL MANIFOLD 4" DIA SDR.35 SEWER LINE TO STA
(MlN. 1% FALL TO STA)LOT 1I
AC.+4" DIA SDR.35 DISTRIBUTION LINE TO EACH BED
(MrN. 1% SLOPE TO BEDS)/+
AAnr
TWO'QUICK-4'CHAMBER BEDS. EACH BED HAS 3 ROWS OF 1
CHAMBERS = 60 TOTAL CHAMBERS = 792 SF
6'500
&s*64o^a
LOT IO
SCALE' 1 = 20'=0"
N
LIIiHTII{G
LINE
ffi
CBO lnc.
129 Cains Lane
Carbondale, ColoEdo 81 623
Phone 970.309.5259
€rla.ostberg@gmail.@m
\-
DISTRIBUTION BOX
ACCESS AT GMDE
PIPES PLACED IN TOP
PORT OF CHAMBER
END PLATES
4' DtA SDR-35
EFFLUENT PIPE
(MrN. 1% FALL
FROM SEPTIC
TANK)
'QUtCK4'
END PLATE oHAMBERS (4'x 3')FINISHED GRADE
24" MtN.
4" DtA SDR-35
(MrN 2olo SLOPE TO TANK)
4' DIA SDR-35 INSPECTION
PORTAT EACH CORNER
OF STA
4" DIASDR-35 PVC
LEVEL MANIFOLD SCREENED
1 1 CHAMBERS PER ROW
OR SAND FOR
BEDDING
3" MtN.
4'DIA SDR-35 SEWER LINE
TO EACH TRENCH I'MtN.(MlN. 1% SLOPE TO TRENCH)
AMBER BED PLAN /i]RENCH DETAIL\lr--ffi
4" SDR 35
INSPECTION PORTAT
EACH CORNER OF STA TNFTLTRATOR(R)
QUTCK4(TM) CHAMBERS, 3'X4
FOR v[w covER
BOX OR IRRIGATION
VAVE BOXATGMDE
CF OR THRruED
CtsOUT ffiSEMALY
4
2'COMPACT
BNE TO SUPPORT
BOX
4. WC P|PE CUT TO
FIT
EXTENT OF SCARIFY SURFACE USE HOE $W TO
CUT THRU TOP OF
EXCAVATION END
/^CHAMBER BED SECTION\v
/AINSPECTION PORT IN CHAMBER\9r-r-
BACKFILL MUST
BE MINUS 3-INCH
MATERIAL
Goldman/Slusar Residence
555 Wooden Deer Road
Garfield County, Colorado
ProjectNumber: C1949
Dalei O4lO4n025
Designed by: CBO
DEwnby: DD
w3.0
Sh€€t 3 0F 4
CBO lnc.
129 Cains Lane
Carbondale, ColoEdo 81623
Phone 970.309.5259
cada.ostberg@gmail.com
Goldman/Slusar Residence
555 Wooden Deer Road
cartield County, Colorado
Number: C1949
Dale: 0410/.12025
Designed by: CBO
Dramby: DD
Shst 4 0F 4
w4.0
DESIGN
STATO WATER COURSE 50'N/A
STATO WELL 100'N/A
STATO HOUSE 20'2
SEPTIC TANK TO WATER COURSE 50'N/A
SEPTIC TANK TO WELL 50'N/A
HOUSE TO SEPTIC TANK 5'15
OWTS COMPONENTSAND
PHYSICAL FEATURES
MINIMUM REQUIRED
SETBACK
APPROXIMATE PROPOSED
SETBACK
4.BEDROOM RESIDENCE
75 GPD x 2 PERSONS/BEDROOM x 3 BEDROOMS + 7s cpD (4th BEDROOM)
WASTEWATER FLOW = 525 GPD
USE 1250 GALLON, TWO-COMPARTMENT SEPTIC TANK
SOIL TREATMENT AREA (STA):
LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 cAU SF
CALCULATED STA = Q/LTAR = 525 I 0.6 = 875 SF
875 SF x 1.2 (GRAVITY, BED) x 0.7 (CHAMBERS) = 735 SF I 12 SF/CHAMBER =
MIN. 62 'QUICK 4' CHAMBERS
/iSETBACK CHART\t--Tntrffi
BOXAND COVER BROUGHTTO GRADE
CONCRETE LID
SOIL PROFILE TEST PIT NO. 1 SOIL PROFILE TEST PIT NO. 2 LEGEND
F topsil
Fl El@@us
l' :tl d"y r"irix
FINSHED GRADE RISERS (LrMtT TO 2-FEET MA)()
0
1
2
3
4
5
6
7
8
9
10
DARK BROWN TOPSOIL DARK BROWN TOPSOIL FROM SEPTICTANK
BAFFLE OR
ANGLED PIPE
TO BE USED
AT INLET
TAN TO WHITISH CALCAREOUS CLAY
MATRIX TAN TO WHITISH CALCAREOUS CLAY
MATRIX
/iDISTRIBUTION BOX\y
SLIP.ON PVC
DO NOT GLUE
INSULATED
TMCERWRE FINISHED GRADE
NO GROUNDWATER OR BEDROCK ENCOUNTEREO
DURING EXCAVATION 4'DIA
SEWER LINE
TO TANK
/iCLEANOUT DETAILS\9'-tr6.tr
OUTLETS
ooo o[=I
414125,9:33 AM
Garfield County, CO
Summary
Account
Parcel
Property
Address
Legal
Descrlptlon
Acres
Land SqFt
TaxArea
MlllLcvy
Subdlvlslon
View"lvtap
Map
Owner
GOLDMAN, DANIEL LAWRENCE & SLUSAR, BETTI
4OEMEADOWCOURT
BASALT CO 81621
Land
UnltType
Square Feet
VACANT RES LOTS - O1OO (VACANT LAND)
0
ActualValues
Tax Year
qPublic.net - Garfield County, CO - Propefi Record Card: R111848
R111848
23932520407L
,CARBONDALE,CO 87623
Section: 25 Township: 7 Range: 88 Subdivision: WOODEN DEER
SUB Block: 0 Lot: 11 3.28 ACRES
3
o
1"t
74.4140
WOODEN DEERSUB
2025 2024 2023 2022 202L
Actual Value $400,000.00 $400,000.00 $40o,000.00 $180,000.00 $180,000.00
Assessed Values
School Assessed Value $108,000.00 $o.oo $o.oo $o.oo $o.00
Pre2o25AssessedValue $0.00 $111,600.00 $111,600.00 $52,200.00 $52,ZOO.OO
*House Bill 248-1001 establlshed a separate assessment.ate for school dlstrict residential propertles, effective for the 2025 tax year rnd beyond. Click he:e forAssessor
FAQs
https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&KeyValue=R111848 1t2
414125,9:33 AM
Tax History
TaxYear
qPublic.net - Garfield County, CO - Property Record Card: R111848
2024 2023 2022 2027
Taxes Billed $8,3o4.60
Click hg.e to view the aax information for:his patce, on the Garielgl_lEqgltvT.easuter's website.
$8,093.00 $4,229.72 $4,764.32
Transfers
Sale Date Deed TyDe Reception Number Book - Page Sale Price
7/19/2024 SPECIALWARRANry DEED 9?8177 $429,OOO
6/23/1993 WARRANryDEED 449072 0866-0842 $53,ooo
8/2/7992 RESOLUTION 437725 0838-06s4 $o
1U7U199I WARRANryDEED
Property Related Public Documents
CljELhere to vlew Prepqly Rebted ig!l;s.pg!!!!S!!s
Photos
42?844 0819-0100 $3s5,000
No data available for the following modules: Buildings, Sketches.
"l'he Garf;:lei er:i:r1y fiss+ssor's Offrce n::kes evr:ry rilcrt ao p.aai!ic* thc !!]c:l :aeuf:rle
inlorl:ation p*::i'rlr. Nl w:rrra::ti*s, expr*::ed *r in:r:li:d ar* pr*vi11*d ir: ti.le elala herein, its
us{ a!'i!itarprsli{itn. Data i: subjeer ia c$nst;r'r ch!n&il rrd ils aaaurnry *nd crlt:pl*t*ee:s
carnat be gu:ri:ntrer{.
I UserPriyae Pqlie-y I GD.P-R"Piira"cy.llqlicc
!$! Pala! pj-qed-41{/?Aaq,:?46!4Au
a*nar.r Us Dcve lep':d by
f scngglggg
https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&KeyValue=R111848 212
GDqPuhlic.ngt'" Garfi eld County, Co
Account
Number
Parcel
Number
Acres
Land SqFt
Tax Area
Mill Levy
R111848
239325204071
3
0
011
74.4140
SCHNEIDER
Physical
Address
Owner
Address
CARBONDALE 8T623
GOLDMAN, DANIEL LAWRENCE & sLUSAR,
BETTI
408 MEADOW COURT
BASALT CO 81621
Overview
Legend
l*".] Parcels
Roads
Parcel/Account
Numbers
Owner Name
ffi Lakes&Rivers
- CountyBoundary
Line
$0 Last2Sales
Date Price
7/t9/2O24 $429,OOO
6/23/1993 $s3,000
0 Total Actual
Value
Date created: 4/4/2025
Last Data Uploaded:4/4/2025 2:06:34 AM
Develooed bv8
Item #
lM-{530-2CP
{53O Gallon Two Gompartment
lnfiltratol@ Poly Tank
TANKTOP
HALF
CONTINUOUS
ELASTOMETRG
GASKET
175.6'TANK
INTERIOR SEAM CLIP
(86)TOP VIEW
AUGIIIENT
DOWEL(46)TANK BOTTOM
HALF
24'ACCESSPORT
wrrH LocKtNG LtD (3)
TanR hdttdps llts
@ uto-geteursEAM sEcroN DETATL
4
OUTLET TEE
2^' TOTAL VOL 1I3 TOTAL VOL
5'
SIDE VIEW
SEAM CLIP
r Compliont with CSA ond IAPMO Stondordsr PVC risers ovoilobler Secondory sofety screen ovoiloble with
PVC riser
r Moximum buriol depth is 48"
r Minumum buriol depth is 6". Tonk is not roted for vehiculor troffic
loodingr Exterior of monhole cover includes the
following worning: "DANGER DO N0T
ENTER: POISON GASES"
LIFTING STRAP
crYHcAr)
END VIEW
IIffi FILTRATOR'
scptlc lanks
ItnNot$ral3lt
Digging Specs Dimensions Net
Weight
Net Workin Co
p
16' Long x 7' Wide
43" below inlet
Length
175.6"
Height
54.5"501 ibs.1006 9ol
€o€
o
o
o
o
€o€
o
o
:o€
FIBERGLASS
SUPPORT
WALL 1
SLOT
lnlet Outlet
47"44"
ln vert
width
61 .7"
d Comp.
503 gol
Totol
1509 qol
Water &
Waetew#r
r $Yetems
r Produ*
fnc. r SeMce
(719) 3956704 AfrECo' Rd317
P.O.Bo(gt
Fax (71g) ggffi7n Brsn\4sta' @81211
Webslb: www.vallelprecasilom
Emall : fonHeok@valleyprccaail.mmN PRECAST,
Residential Biotube' Eflluent Filters
Applications
Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube
Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic
tanks and have a lifetime warranty. They prevent large solids from leaving
the tank, dramatically improving wastewater qualiry and extending the life
of residential drainfi elds.
4-in. (100-mm) Biotube Fiher
4-in. (1 00-mm) Biorube Jr.
(4-in. Biotube cartridge auail-
able separately as Insert Fiher)
;r
.:.:
B-in. (200-mm)
Base Inlet Filrer
4-in. (100-mm)
Insert Fiher
t
Orenco's sttperior efiluent fhers resist clogging better than all other brands. Otr stan-
dard, full-ilzed 4-in. (100-mm) Biotube Effluenr Fiher prouida mrximum long-term
protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at
half the size of our standard model, has more f hering capacity than rhe full-sized fibers
sold by other manufacturers. For tanhs with existing outlet tees, the Biotube Insert Fiher
is ideal. Andfor loru-profle tanks, there's the Base Inlet Fiher.
* Covered by patent numbers 5,492,635 and 4,439,323
To Order
Call your nearest Orenco Systems@, Inc. distributor. For nearest disuibu-
tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on
"Distributor Locator. "
APS-Fr-1
Rev.3.4 @ 11110
0renco Systems@, lnc.
Standard Features & Benefits
. Has 5-l0times
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
two-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
ava ila ble
Biotube
Filtering
Process
Effluent from the
relatively clear zone
ofthe septic tank,
between the scum
and sludge layers.
horizontally enters
the Bi0tube Effluent
Filter. Effluent then
entersthe 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 Syctemc*
lncorporated
ehangiag the \Yay the
World Doet W'a**uatere
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Nomenclatures
4-in. Biotube Filter (standard)
T T.
FT J IIo+ ra
FT 04
0ptions:
Blank = no optionslv = flow modulati0n plate installedA = float bracket attached
Cartridge heighti 28" and 36" are standard
Housing height: 36" and 44" are standard
Filter diameter (inches)
W = fits Type 3034 outlet pipe
S = fits Schedule 40 outlet pipe
Blank = 1/8" filtrationP = 1 /1 6" filtration
Biolube effluent filter series
8-in. Biotube Filter (base intet modet)
FT 0822-14 B
0ptions:A = float bracket
FS = 2" outlet orifice
FSO = 2" outletorificeandoverflowplate-
Base inlet model
Cartridge height: 14" standard
Housing height: 22" standard
Filter diameter (inches)
08=8"
Blank = 1/8" filtrationP = 1 /1 6" filtration
Biotube effluent filter series
" Also available with c0upling and sleeve as a "kit": FI-OVERFLOWKIT
4-in. Biotub0 JL (includes carffidse and housins)
4-in. Biotube
Effluent Filter
Extendible PVC handle
Stainless steel set screws
Top seal plate
Air vents
Biotu be@ filter cartridge
Solid base
Filter housing
4-in. Biotube Jr.
Tank wall
Riser
wall
---r--
| Options:
Blank = no optionslV = flow modulation plate installedA = float bracket attached
Cartridge height (inches)
Filter diameter (inches)
W = fitsType 3034 outlet tee
S = Iits Schedule 40 outlet tee
4-in. Biotube Filter lnseft (cartridse onty)
FT in04 ls -n--TI l-or customized
indicates North
Junior series
Biotube effluent filter series
Blank = 1/8" filtrationP = 1/16" filtration
Blank = 1/8" filtrationP = 1/16" filtration
options
Carolina
(e.9., NC
regions)
W = fitsType 3034 outlet teeS = fits Schedule 40 outlet tee
Cartridge height (inches)
Filter diameter (inches)
lnsert
Biotube effluent filter series
Distributed By:
Double Walled PVG Riser & Lid Options
Poly Lid
(Static load tested to 5000lbs). Skid resistance surface. Available in green. Highest level of UV Prcbc{ion induded. lncludes a foam gasket fur airtight and
watertight applications. lncludes square drive screws b discounage
unauthorized enty. lnsulation panels achieve R-l0 insulation rating
2'of lnsulation
Standard
Orenco @ DuraFibern Access Lids (FLD)
Not recommended for vehicular hafic
24'and 30'Diameterse Solid, rcsin-infused fiberylass conshrction. 20,00G.1b breaking sfength. Standad grsen or brorm colorcr Available with orwithout urethane lid gasketr Available with carbon filhation. 4 stainless steel flathead socket cap screws & hex
key wrenchr lnsulated lids available - 2'or4'
Double Walled PVC Riser
. Available in 24" and 30' Diamebr. Cut to lengtr. Sold in +l- 2" incrementsr Must be cut between ribs
V/ALLBT
N PRECASI,
Wator &
Wartewater
I Slatems
r Prcduc'ts
InG. r SeMce
(7rs) 305{784 2fln6co Rd317
P.O. Bo(905
Fax (71grgwg7n BtHBVlsh' @u211
Weblb: wrvul.valleyprecasfiom
Emall : fonff esk@valleyprccastmm
POLYLOK DISTRIBUTIOI{ BOX,
RlsERS, AND LID
uD-BOX6&UD.BOX8
* 22.45' -- >D.BOX SEAL
(E\nnromxcqegwmr
.8EAA'
@16"SIDE CUT OUT
TO ACCEPT
POLYLOK SEAL
NO.3001 TEAR OUT FOR
4" SDR-35 0R
SCHD40
NOT TO SCALE
uD-BOX 6" RTSER
ROTO-FLOW 4'
I
6
i
UD-BOX 12'RISER NOT TO SCALE
POLYLOGK EQUA1IZER
'v-NoTcH'wElR
1
SHAFE l8
8Et.F I..EVELII{G
RIBSPROVIDE
FIT FORAI.I-f PPE ID
d tue
20'COVER FOR RISER & D€OX ,vornoscAtE
GASKETED SEAL ON
LID & RISER
--J
\/
Water &
Waeteurater
r Sllstems
r Producte
InG. r SeMcs
(719) 3956704 2fln6co' Rd317
P.O. Bo(%t
Farc (71g')gg+g7n Busavi$a' @81211
Webclb: unvw.valleyryrecast om
Emall : fronHesk@vallelryrecastomn PRECASI,
ff {*t A *l
Quick4 Plus
All-in-One Periscope
Ouick4 Plus Standard Chamber Ouick4 Pius
All-in-One 12 Endcap
Center Struct,lr-al Cclumns
The Cuick4 Flus 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
cantouring capabil:ty with its Contour Swivel ConnectionrM which permits 1O-degree turns, right and left, lt is also
available in four-foot lengths to provide cptimal 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.
Quick4 Plus Standard Chamber
I Two center structural columrs ofJer increased stability and
superior strength
. Advanced contouring connections
r Lalching mechanism allows lor quick installaiion
r Four-foot chamber lengths are easy to handle and install
. $upports wheel loads of 16,000 lbs/axle with 12" of cover
Quick4 Plus All-in-One 12 Endcap
. May be used al the end of chamber row for an inlei/
outlet or can be inslalled rnid-trench
. L4id.trench connecticn feature allows conslruction of
chamber rows wiih center feed, as an alternattve lo
inletiing at the ends of chamber rows
r Center*feed conneciion allows for easy instaliation of
serial distribution systems
" Pipe connec|on options inclrrde sides, elcis or top
0uick4 Plus All-in-One Periscope
' Allor,rrs for raised inverl ilstallatlons
. I80" directional inlet.ting
. Twel';e inch raised inverl great for ser:al applications
Yai,gk4r fid#$'
*€*g IF 3 **
*i:i*k4 Fl*s $ts:=**re€ *1t::=":**r *i*il* *e=d fa:* Vi*ar=
48"
(EFFECTIVE LENGTH)
**i=k4 Fi** *li-l::-{3;=* "i* il::**p Fr*:ri. *!ci* **el *:"** Vl*:*;s
34"
12"
5.3'INVERT
r 11.2'
8" INVERT
L* ,u r"
13"
QUICK4 PLUS
ALL-IN-ONE
(360'swrvEL )
8'INVERT
t i
33'
i"1 * i * *.1 i: I * = € I I - i :': - r,= :: * l= * I ? :: * * ;:: L-
6'
QUICK4 PLUS
ALL-IN-ONE 12
ENDCAP
: Quick4 Plus Standard Chamber Speclfications
xLxH)34" x 53" x 12" (86 cm x 135 cm x 3'l cm)
12.7'INVERT
5'I'
r Ei{ective Length 48" (1 22 cm)
IN']LTRATOR SYSfEMS, INC. g'IAN'AND LIMITED WARFANTY
':r"iI
,rrt;ti:a:i!tf : i,ts:.rjal:.'rts
ari(l!fill f1!ldaf
tir)a)lat.aaropyrl li,r:afcl --- '-rafiilfiiy ar.alshliiii: ir..i!lii.iaj lir.-tl ?i:.:Ii:/pa]ijri!llii:!)rr.{rh!ii;t.jilr,:.
lnvert Height ,......,.,..,.,,. 0.6", 5.3',8.0", i2.7"
(1 .5 cm, 8,4 cm, 18.5 cm, 22.6 cm)
INTILTRATOR"
:v.::i*i:-:rs iira:.
6 3rrsiness Park ilcad ' P.ai, Bcr '758
Oid Saybicr<, CT 05475
860,577,7000 . FAX 850,577,7001
800.221.4436
www.i nf iltratorsystems.eom
--a',:'.:t'-*o*a-' f Jr--..$f
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