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Home My WebLink AboutOWTS DesignI29 CaINS LANE CaReorrroRLE, CO 81623 970.309.5259 cARLA. oSTBERG@GMAIL.coM st.)l"t' I( : ( :( )ñÍlst I r-'tr I¡¡<i August 6,2022 Natalie McDonald nataliemcdonald@mac. com Project No. C1738 Subsurface lnvestigation and Onsite Wastewater Treatment System Design 3-Bedroom Residence 726 CR 137 (Canyon Creek Road) Garfield County, Colorado Natalie, CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 3.13-acre property is located outside of Glenwood Springs, in an area where OWTSs and wells are necessary. Legal Description: Section: 25 Township: 5 Range: 90 TR OR LAND lN NWSW Parcel lD 2123-253-00-001 SITE CONDITIONS A 3-bedroom, single-family residence presently exists and is utilizing an existing OWTS. We were unable to locate any records on the existing OWTS in Garfield County's Land Explorer database. The existing OWTS consists of a 1000-gallon, two-compartment concrete septic tank and a soiltreatment area (STA) of unknown size, exact location, and configuration. lt is believed that the STA may come within 1OO-feet of the existing well and there is a desire to move the STA outside of the required setback The residence is currently served a private well located to the southeast of the existing residence. The well is greater than 50-feet from the existing septic tank and greater than 10O-feet to the proposed STA. A ditch runs to the east of the proposed STA. This ditch will be at least SO-feet from the proposed STA Canyon Creek Runs along the east property boundary. The proposed soil treatment area (STA) location is a relatively flat bench below Canyon Creek Road and above the exiting ditch. The property generally slopes to the west toward Canyon Creek. 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. Page2 SUBSURFACE The subsurface waE investigated on June 3,2022 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 reddish brown sandy loam to a maximum depth explored of 7.0-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 consisted of reddish brown sandy loam to a maximum depth explored of 7.5-feet. No bedrock or groundwater was encountered. A sample of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was moderate. The soil formed a ball and a very weak ribbon less than 1-inch in length before breaking. Soil structure shape was single-grain to blocky and consistence was loose to friable. Soiltexture was gritty. STA sizing is based on SoilType 2, Sandy Loam with moderate structure grade. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS. Proposed bench for STA Beginning Test Pit #1 I Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Backfill Sieved sample Test Pit #1 Weak ribbon View of sidewall of Test Pit #1 Beginning Test Pit #2 Page 4 Test Pit #2 backfill Test Pit #2 sidewall Test Pit #2 sidewall Backfill from Test Pit #2 Page 5 DESIGN SPECIFICATIONS The existing OWTS sewer line from the residence to the existing septic tank was explored with a camera by Altitude Septic. The sewer line was found to be in good condition. The existing septic tank will remain. We have approximated the location of the septic tank on our drawings as it was not located on the survey. A sanitary tee on the inlet side of the septic tank must be installed. The sewer pipe exiting the outlet side of the septic tank must be re-aligned and a full size 4-inch diameter Orenco@ Biotube Effluent filter must be installed. We recommend 6-inch risers bé installed on the manhole lids for access, which would allow more ground cover over the septic tank. Existing Septic Tank (need inlet sanitary tee)Remove outlet pipe to realign and installfilter Septic tank had mid-tank baffle and no risers currently Page 6 Desiqn Calculations Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms = 450 GPD LTAR = 0,6 GPD/SF 450 GPD i 0.6 GPD/SF x 1.2 (gravity bed) x 0.7 (chambers) = 639 tt The OWTS design is based on 3-bedrooms. An average daily wastewater flow of 450 GPD will be used For the purposes of this OWTS design, Benchmark Elevation has been established 100' as the sewer line exiting the existing septic tank. 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 system installation must include a minimum 4-inch diameter Schedule 40 sewer line (possible traffic and/or horses in this area) with a minimum 1% fall from the septic tank to the STA. A 4-inch diameter SDR-35 level manifold must be installed to connect each row of the chamber bed. The chamber bed will consist of 4 rows of 14 'Quick 4' lnfiltrator@ chambers for a total of 56 chambers and 672 square feet of infiltrative area. lnspection ports must be installed at each corner of the bed. 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 Garfield County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. OWTS Component Minimum Elevation Primary Tank Outlet lnvert EXISTING (BM 1OO') Chamber Bed Manifold Approximate horizontal distance 90' / min. 1o/o fall I min. 1 1.25" fall lnfiltrative Surface Approximate horizontal distance 2' lmin.1o/ofall I min. 0.25" fall COMPONENT MANUFACTURER MODEL NO COMMENTS Tank Risers and Lids Copeland Concrete 6-inch high risers liontact flm cr substitute risers and lid copeland d¡rectly Valley Precast S. Effluent Filter Orenco@ Biotube Effluent Filter 4-inch diameter, full size Chambers lnr¡ltratol(Ð 56 'QutcK 4', Standard or Low Profile PageT 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. I NSTALLATION OBSERVATIONS CBO lnc. must view the OWTS during construction. The OrnnS 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 OWïS 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 rqvegetation 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 maintenancê. Geo-fabrics or plastics should not be used over the STA. Ño fieavy 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 gallorts 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 purhp 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. Page I 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. 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. Llcensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, CBO lnc. (År,[ø. tst'å{,n.6 Carla Ostberg, MPH, REHS DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 0810612022 0' l0' 20' Scale: 1" = 20'=0" I I I I I I CANYON CENTER (NOT HIGH WATER) iSHEÞ PR9PERT TANK rP2 o z ozo7mmãvo c, IN 50'SETBACK FROM DITCH + TP I LINE THE LOCATION OF PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. ¡T IS THE HOMEOWNERS' DUry TO ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS ARE ACCURATE, PROPERTY LINES AND SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALED FOR PRINTING ON '1,I'X 17" PAPER. I 3.BEDROOM RESIDENCE w2.0 CBO lnc. 129 Cains Lane Carbondals, Colorado 81623 Phone 970.309.5259 mrla.ostberg@9ma¡l.com McDonald Residence 726 Canyon Creek Road Gameld County, Colorado Project Number: C1738 , w1 .0 Dale: 0811612}22l Designêd by, CBOI Drawn by: DD I Sheet 'l 0F 4 EXISTING SEWER LINE TO REMAIN. ALTITUDE SEPTIC VERIFIED CONDITION OF SEWER LINE APPROXIMATE LOCATION OF EXISTING lOOO-GALLON SEPTIC TANK. ADD 6'RISERS. ADD INLET SANITARY TEE- INSTALL EFFLUENT FILTER ON OUTLET PIPE. 3.BEDROOM RESIDENCE LINE N SCALE: 1" = 30:0" BM1 4" DIA SDR-35 SEWER LINE TO STA (MrN. 1% FALLTOSTA) o 2 ozo1frmxuo o DIA SDR-35 PVC LEVEL MANIFOLD ICK-4'CHAMBER BED.4 ROWS OF 14 CHAMBERS = 56 CHAMBERS = 672 SF 50'SETBACK FROM 4' DIA SDR-35 INSPECTION PORT AT EACH CORNER OF BED CBO lnc. 129 Ca¡ns Lane Carbondale, Colorado 8'1623 Phone 970.309.5259 cerla.ostberg@gmail.com McDonald Residence 726 Canyon Creek Road Garfield CounÇ, Colorado Project Number: C1738 Dale: 0810612022 Designed by: CBO Drawn by: DD w2.0 Shêet 2 0F 4 CBO lnc.129 Cains LaneCarbondale, Colorado 81623Phone 970.309.5259carla.ostberg@gmail.æmDIASDR-35 SEWER LINETO EACH TRENCH(MrN- 1% SLOPE TO IRENCH)END PUEGRAVELLESS'OUICK4'CT|AMBERS (4'x 3')4' DIA SCH-,I{)EFFLUENT PIPESMALL VALVE COVERBOX OR IRRIGATIONVALVE BOX AT GRADE(MtN- 1FROM% FALLTANK)CAP OR THREADEDCLEANOUT ASSEMBLY1 4 CHAMBERS PER ROWDIASDR.35 INSPECTIONCOMPACT4' OtAPORT AT EACH CORNER OFSTABASE TO SUPPORTBOX4'PVC PIPE CUlTOFITPVC LEVËTMNIFOLDPLACED IN TOPPORT OF CHAMBÊREND PTATESUSE HOLE SAWTOCUT THRU TOP OFEND/ACHAMBER BED PLAN\rr----ffi/ÀINSPECTON PORT IN CHAMBER\érffi4',SDR 3sINSPECTION PORTATEACH CORNER OF STAFINISHED GRADEourcK4(TM) CHAMBERS, 3X4'MIN. (RECOMMENDED)4'4" DIA SCH4O SEWER LINE2',(MtN. 1% fO STA)SCREENEDÉXTENTOR SAND FORBËDDING3" MtN.EXCAVATION8" MtN./ãCHAMBER BED SECTONt-ffi/I'TRENCH DETAIL RECOMMENDA\:/,--ræTIONSBACKFILL MUST BEMINUS 3.INCH MATERIALMcDonald Residence726 Canyon Creek RoadGarfield County, ColoradoProjectNumber: C1738lo^t t ostoøtzozzloes¡gneo ov: ceolDrawn bv: DDw3.0Sheet 3 0F 4 CBO lnc.129 Ca¡ns l-aneCarôondale, ColoEdo Il623Phone 9æ.309.5259carla.ostberg@gmail.compEslg!3€EDRq)il RESIOENCE(75 GPD x 2 PERSOIIS/BEDRCOM x 3 BEDROOMS)WASTEWATER FLOV, = 450 GPDSTA TO WATER COURSE50'50'STATO WELL100'103'STATO HOUSE20'240'EXISTING SEPTIC TANK TO DITCH50'89'EXISTING SEPTICTANK TO WELL50g'HOUSE TO EXISThIG SEPTIC TANKOWTS COMPONENTS ANDPHYSI(:AI FFATIIRFSMINIMUM REQUIREDAPPROXIMATE PROPOSEDSETBACKSFTBA(:KTANK:MIN. IOOO GALLONSUSE EXISTING IOOO-GALLON, TWO-COMPARTMENT CONCRETE SEPTICTANKSOIL TREATMEHT AREA (STA}:LONG TERM ACCEPTANCË RATE (LTAR) = 0.6 GAU SFCALCULATED STA = CYLTAR = 450 / 0-6 = 750 SFGRAVITY, BED = 750 SF X l.2 = 900 SFCHAMBËRS - 900 SF X 0.7 = 630 SF / 12 SF / CHAMBER = 53 CHAMBERSFOUR ROWS OF 14 'QUICK 4' CHAMBERSTOTAL 56'QUIC< 4' CHAI\¡BERSSOIL PROFILE TEST PIT NO. 1SOIL PROFILE TEST PIT NO. 2012456789l0REDDISH BROWN SANDY LOAMREDDISH BROWN SANDY LOAMNO GROUNDWATER OR BEDROCK ENCOUNTEREDDURING EXCAVATION/lSOlLS LOG\!r-rñæLEGENDFTsandyloamMcDonald Residence726 Canyon Creek RoadGarf¡eld County, ColoradoProjectNumber: C1738Date: 08/06/2022Designedby: CBODDDrawnby:w4.0Sheet 4 0F 4 )"k,\ø¡È.'^6.ö6s-rrÉ'þl.s.\oI;eTOWNSTTP 5ilOEÊA PASCEL AESOTTT/T, RANGE90 WEST OF THE 6Th P.M.,/4 0F ,SEC. 25GARFIELD COUNTY, COLORA.DOcb REC N0. 3150ù2Po{qP61s\stqsv¡Ë!*ËË*IÈâoø9'E¿tIIIII1TIENCEUNE 6PAN7 65 gJH. 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ASg.ßU IIETTS NAY AÌFEET Uß P@TR'IY.1) EOUNOTRY M$ltStøtS r',ND NFORMAÌ&I ABE sff}$tt ACCüüI6 TO RÉCfdO. IIIFûTIAIII}f ND Mo¡llIilENlAÍuT As F1IJND {¡þ:fÉffirfÐ IEREan. : ,' '.åÈÊ: ÐSËÈutÐøèıÈ$€s.ËEËaËxoì ÈËoølc.lËÊE(ñËwMm2t^rcg/fdrAND 3.JB.ECTnÍ No, 726 Canyon Greek Roadþt"rfu{Googleår'lra.#r4¡r.*eff#'-ä-'"raþ -It i*r*",* '8 ' G)qPublic.hêt'" Garfield County, CO Account Number Parcel Number Acres Land SqFt Tax Area 2019 Mill Levy R040097 Physical Address 2t23253ñOOr 3 Owner Address 0 723 79.4730 72ó 137COUNry RD GLENWOODSPRINGS STEINER, KI RSTIE F TRUST 15óCOUNry ROAD 137 GLENWOODSPRINGS CO 87607 2019Total Actual Value Overview Legend I Parcels Roads Parcel/Account Numbers Highways æ LimitedAccess - Highway = Major Road - Local Road -- Minor Road Other Road Ramp -- Ferry Pedestrian Way Owner Name [l Lakes & Rivers - CountyBoundary Line $624,360 Last2Sales Date Price 8/t/2O76 $O 7/t7/2O12 $O 81ó01t. Date created:5/3/2022 Last Data Uploaded: 5/3/20222:1O46 AM D eve rooed bvGl *þgpl,gçf 81912' 1:15PMSurmaryAccountParcelProperÇAddressLegal DescriptionAcr€sLand SqFtTaxAreaMillLewSubdivisionGarfield County, COqPublic.net - Garfield County, CO - Property Record Card: R040097GDR040097272325300001726 137 COUNTY RD, GLENWOOD SPRINGS, CO 81ó01Sætion: 25 Townsh¡p: 5 Range: 90TR OF LAND lN NWSW3.13072379.4730ViewManOwnerMCDONALD TIMOT}IY JOHN & NATALIE JEAN72é 137 COUNTY ROADGLENWOOD SPRINGS CO 81ó01L¿ndUlútTypeSquãre FeetBuildingssINGLE FAM.RES.-LAND. 1112 (RESIDENTIAL PROPERTY)oEuilding#Un¡tsBuildinETypeAbstract Codes / (Propfi TypefArchitect¡ral StyleStoriesFrameAcü¡al Year BuiltBasementAreâFinish Baseme¡rtAreaGross LivingAreaTotel Heated SqFtBedroomsBathsHeating FuelH€tingTypeAirConditioningRoofTypèRoofCover7!SFRSINGLE FAM.RES-IMPROVEMTS-1212 (RESIDENTIAL PROPERTY)1-STRY/BSMTWOOD FRAME79661,t527,!521,8392,99t31.5GASFORCEDAIRNONEGABLEPRO PANELhttps://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=657281186&KeyYalue=R040097114 819122,1:15PMActualValuesAssessed YearLând Actuallmprovement ActualTotel ActuelAssessedValuesAssessed YearLand Assessedlmprovement AssessedTotal AssessedTax HistoryTaxYearTaxes BilledClick heretoviewthe tax ¡nformetion forthis oarcelon the Garfield CounwTreasurer'swebsite.TransfersqPublic.net - Garfield County, CO - Property Record Card: R0400972022$185,ooo.oo$439,3ó0.00$ó243ó0.002022$12,8ó0.00$30,5¿1O.OO$43,,too.oo202t$3,s47.682020$2,623.442021$185,000.00$439,3ó0.00$624,360ßO2021$13,230.00$31,410.00W64o.N2079$2,644.322020$13s,000.00$353,900.00$¡188.900.002020$9,ós0.00$2s,3OO.OO$34,950.002018$2,690.44Sale Date5/L6/20225/t6/20228/t/20767/t7/20t27/77/20127/5t20127/si2ón-6t29t20r26/29/2012 .7U27/t9927/23/L991uut900DeedTypeQUITCLAIM DEEDSPECIALWARRANTY DEEDSTATEMENTOFAUTHORITYQUITCLAIM DEEDWARRANTYDEEDBARGAIN ANDSALE DEED. STATEMENT OF AUTHORITY" QUITCLAIM DEEDWARRANryDEEDWARRANTYDEEDQUITCLAIM DEEDWARRANryDEEDReception Number974€/.8974€4788124282t64382t64282t524aztszsczggl'820880442436Book - Page0850-0502o82+O4770519-0289Sale Price$o$1,s42,s00$o$o$o$o$o$o$73o,ooo$1ss,ooo$o$o290236Property Related Public DocumentsClick here to view PropgÉ@ Public DocumentsPhotoshttps://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=657281186&KeyValue=R040097a4 819122,1:15PMSketchesqPublic.net - Garfield County, CO - Property Record Card: R040097I/YBA4& sfm3'20L2AddngoH175 sfffiP320 EfONE512 sfþ-1?',ü)<rJrL:AN84 SF7X12USTtãìs 1ã13https://qpublic.schneidercorp.com/Application.aspx?ApplD=1O38&LayerlD=22381&PagefypelD=4&PagelD=9447&Q=657281186&KeyYalue=R040097314 Residential B¡otube' Effluent 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 quality and extending the life of residential drainfields. 4-in. (100-mm) Biotube Effluent Fiher { 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge auail- able separateþ øs Insert Fiher) I-in. (200-mm) Base Inlet Fiher 4-in. (100-mm) Insert Fiber I ia Orenco! superior ffiuentfibers resist cloging ltetter than all other brand¡. Out'stan' dard, full-sized 4-in. (100-mm) Biotube Effluent Filter prouides møximum long-term protection ín ø complete package, with housing. Our 4-in. (100-mm) BiotubeJr., at hølf the size of our standard model, høs more fibering capøcity than the full-sized filnrs sold by other manufacturers. For tønles with existing oüler rces, the Biotube Insert Filter is ideal. And þr low-prof le tanþs, therezs the Base Inlet Fiher. * Cove¡ed by patent ¡umbers 5,492,635 and 4,439,323 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-1 Rev.3.4 @ 11/10 0lenco Systems@, lnc. t t Standard Features & Benefits . Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfa ction . lnstalls in min- utes inside new or existing tanks; extendible tee handle for easy removal 0ptional Features & Benef its . 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 . 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 Biotube Filtering Process Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the B¡otubes'entire surface for filtering. Particles larger than the Biotube's mesh are prevented from leaving the tank. , ) Orenco Systems''' lncorporaled Changing thc lVa.y tltc Wortd l.) o es Wa il e p¿ te ri: *- *. € wurw.ofenco.c0m Nomenclatures 4-in. Biotube Filter (standardl FT 04 0ptions: Blank = no optionslV = flow modulttion plûtc instrllcdA = float bracket attached Cartridge height: 28" and 36" are standard Holrsin0 hei0ht: ilô" and 44" are stanciarcj Filter diameler (inches) W = fitsType 3034 outlet pipe S = fits Schedule 40 outlet pipe 8-in. Biotube Filter (base inter modet) FT 08 22- 14 B 0ptions:A = fioat bracket FS = 2" outlet orifice FSO = 2" outlel orifice and overflow plate. Base inlet model Cartridge height: I 4" standard Housing heightr 22" standard Filter diameter (inches) 08 -8" Blank - 1/S" filtrationP - 1/16" filtration Biotube effluent filter series ---T-- I I or customiTed options (e.0., NC indicates N0rth Car0lina regi0ns) = fits Type 3034 ortlel lee = fits Schedule 40 outlet tee Cartridgc hcight (inchcs) Filter diâmeter (inches) Blank = l/8" filtrationP = 1/16" filtration lnsert filtration1¡6" filtration1/8" Biotube effluent filter series Blank P - Also available with coupling and sleeve as a "kit": FT-OVERFL0WKIT 4-in. Biotubê JL (includes caftridge and housing) FTJ !Io¿ rs- ----r--- I options: Blank = no optionslV = flow modulation plate installedA = float bracket attached Cartridge height (inches) Filter diameler (inches) W = fitsType3034outletteeS = lits Schedule 40 outlet tee Blank = .1/S" filtrationP = 1/16" fìltratìon Junior series BiotLrbe effluent filter series 4-in. Biotube Fiher lnsert (carrridse onty) FT ¡ !04 18 -! l. S Biohrlle effllrent filter series Distributed By: 4-in. Biotube Effluent Filter Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube@ filter cartrid ge Solid base Filter housing 4-in. Biotube Jn Tank wall - Riser wall IN FILTRATOR' water technologies -_ou,i*ç,,f,.#J',' The 0uick4'Plus Standard Chamber The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wíde trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connection" which permits turns up to 1S-degrees, right or left. lt is also available in four-foot lengths to provide optimal installation flexibility The Quick4 Plus All-in-One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength Quick4 Plus'' Series Ouick4 Plus Standard Ghamber Benefits: . Two center structural columns offer increased stability and superior strength . Advanced contouring connections . Latching mechanism allows foi quick installation . Four-foot chamber lengths are easy to handle and install . Supporls wheel loads of 16,000 lbs/axle with 12" of cover Quick4 Plus All-in-One 12 Endcap Benefits: . May be used at the end of chamber row for an inlet/outlet or can be installed mid{rench . 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 Ouick4 Plus All-in-One Periscope Benefits: . Allows for raised invert installations . 180o directional inletting . 12" raised invert is ideal for serial applications Certified by the lnternational Association of Plumbing and Mechanical Officials (IAPMO) \ ç , Size 34"Wx53"Lx12"H (864 mm x 1346 mm x 305 mm) Etfective Length 48" (1219 mm) Louver Height 8" (203 mm) Storage Gapacity 47 gal (178 L) Invert Height 0.6" (15 mm),5.3" (135 mm), 8.0" (203 mm),12.7" (323 mm) 0uick4 Plus Standard Ghamber Specifications APPROVED in €D Quick4 Plus"'Scrics =0ufip,!r,.$!" Quick4 Plus Standard Ghamber 12" 34 48" EFFECTIVE LENGTH Quick4 Plus All-in-One 12 Endcap PRESSURIZËD PIPE DRILL POINTS LOCATIONS (2 PLACES) FRONT VIEW 18" 8" INVERT SIDE VIEW INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANW (a) The structural integrity of each chambêr, endcap and other accessory manufactured by lnf¡ltrator ("Unìts"), when ìnstalled and operated in a leachfield of an onsite septic system in accordance with lnf¡ìtratoas instructions, is warranted to the orìginal purchaser ("Holder") against defective mater¡als and workmanship for one year from the date that the septic permit is issued for the sepiic system containing the Units; provided, however, that if a septic permìt is not requirêd by applicable law, the warranty period will begìn upon the date that installatìon of the septic system commences. To exercise its warranty rights, Holder must notify lnfiltrator in wr¡ting at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. lnfiìtrator will supply replacement Units for Units dêtermined by lnfiltrator to be covered by this Limited Warranty. lnfiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF IVERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c)This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than lnfiltrator. The Limited Warranty does not extend to ¡ncidental, consequential, special or indirect damages. lnfiltrator shall not be liable for penalties or liquidated damages, ìncluding loss of productìon and profits, labor and materials, overhead costs, or other losses or expenses incuned by the Holder or any thhd party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accidênt, misuse, abusê or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installatìon instructions; the placement of improper materials into the system containing the Units; failurê of thê Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty 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 lnfiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Wananty to apply, thc Units must bc ¡nstallcd in accordancc with all site cond¡tions required by state and local codes; all otherapplicable laws; and lnfiltrator's installation instructions. (d) No representative of lnfiltrator has the authority to change or extend this Limited Warranty. No waffanly applies to any pafty other than the original Holder. The abovê rèprêsents the Standard L¡mited Warranty offered by lnfiltrator. A lim¡ted number of states and counties have different warranty requirements. Any purchaser of Units should contact lnfiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Unlts. Ouick4 Plus All-in-0ne Per¡scope QUICK4 PLUS ALL-IN-ONE PERISÇOPE (360. SWTVEL) 12.7'INVERT lsl I qî 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 I N F I LTRATOR' ii;i.iíi:L';,'."x860-577-7001 watertechnologies www'inf¡ltratorwater'comt PolyLok is a trademark of PolyLok, lnc. TUF-TITE ¡s a registered trademark of TUF-TIïE, lNC. Ulka-Rib is a trademark of IPEX lnc. @ 2013 lnf¡ltrator Water Tæhnologies, LLC. All rights reserued. Printed in U.S.A. PLUSos 0713 I Contact lnfiltrator Water Technologies'Technical Services Department for assistance at 1-800-221-4436