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Home My WebLink AboutEngineer's OWTS Design PlanI29 CAINS LANE CaneoNoRLE,CO 81623 970.309.5259 CARLA. oSTBERG@GMAIL.COM sltlyt ra: (:()lisrf : r.'f I s<; August 21,202+Project No. C1907 Dave and Suzan Andrus DmandruslT@qmail.com Subsurface lnvestigation and Onsite Wastewater Treatment System Design 4-Bedroom Residence Lot 20, Rapids on the Colorado Subdivision Garfield County, Colorado Dave and Suzan, CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 2.029-acre property is located outside of New Castle, in an area where OWTSs are necessary. Legal Description: Section:4 Township:6 Range: 91 Subdivision: RAPIDS ON THE COLORADO Lot:20 Parcel lD: 21 81 -O43-07-020 SITE CONDITIONS The property is cunently undeveloped. A 4-bedroom residence is proposed The residence will be served by a community water system. The water line will not come within 1O-feet of the proposed septic tank or within 25-feet of the proposed soil treatment area (STA). Garfield Creek bisects the property along the east side. Garfield Creek is located greater than 200-feet to the east of the proposed residence. The Colorado River runs to the north of the property. The proposed STA location has an approximate 1 to 2 percent slope to the southeast toward Garfield Creek. 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 priorto constuction of the STA. SUBSURFACE The subsurhce was investigated on July 17,2024 by digging two soil profile test pit excavations (fest Pits). A visual and tactile soilanalysis was completed by Carla Ostberg atthe time of excavation.l The materials encountered in Test Pit #1 consisted of light brown sandy loam to 4.0-feet, underlain by moist, light brown sandy loam to a maximum depth explored of 8.O-feet. No bedrock or groundwater was encountered. ' Carla Ostberg holds a Certificate of Attendance and Examination ftom the CPOWMsualand Tactile Evaluation of Soils Training. Page2 The materials encountered in Test Pit #2 were consistent with those encountered in Test Pit #1. Test Pit #2 was excavated to a maximum depth explored of 8.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. Soil structure shape was blocky and consistence was firm. Soil texture was more gritty than smooth. The soil is consistent with Soil Type 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 STA. View of property Test Pit #1 Page 3 sample Ribbon lessthan f -inch Page 4 Looking towards Test Pit #2 Looking from Test Pit #2 towards Test Pit #1 Test Pit #2 DESIGN SPEGIFIGATIONS Desiqn Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD 14tn Bedroom) = 525 GPD LTAR = 0.6 GPD/SF 525 GPD / 0.6 GPD/SF = 875 SF x 1.0 (gravity, trenches) x 0.7 (chambersl = 612,5 SF I 12 SFlchamber = '.i- E,l .r1..i^i- r' ^L^6L^-^rllrr. ut \{uIUNa vttcillltJiil- 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 5515.5' has been established as lOO' /trinichor{ Flnnr nf fha rocidanna\ f\Elf'l lna charrl;{ ha na{ifiad af anrr rliaarananaiaa ar *raklam^ i.,:rLttevlt vvv vv rrvrrrlvv vl qllt srgvl9lJqllvlgo Vl l/lvWlgrllD Vvllll grade elevations of proposed components during installation of the OWTS= OWTS Gomoonent Minimum Elevation Primary Tank lnlet lnvert Approximate horizontal distance 9' / min. 2o/o fall I min.2.25" fall Distribution Box Approximate horizontal distance 18'/ min. 1Yo rise / min.2.25" rise lnfiltrative Surface Approximate horizontal distance 28' to furthest trench I min. 1%o fall to STA / min. 3.5" fall Page 5 *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 minimum 12SO-gallon, two-compartment lnfiltrator@ poly septic tank with an Orenco@ Biotube effluent filter on the outlet tee. Any state-approved concrete or poly septic tank may be substituted. We have specified a 1500-gallon, two-compartment lnfiltrator@ poly septic tank as they are available locally. 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 instatled on the effluent filter. Effluent will gravity flow to a distribution box, and then to four gravelless chamber trenches. The distribution box must be accessible from grade and must have tlow equalizers, or similar product, installed on each outlet pipe in the distribution box to assure equal flow to each trench. Each trench will consist of 13 'Quick 4' Standard Plus lnfiltrator@ chambers for a total of 52 chambers and 624 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. lnspection ports must be installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. CBO lnc. must approve alternative components prior to installation of the OtftlTS. 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€ite Wastewater Treatment System Regulations, the OWTS Permit, and this design. COMPONENT MANUFACTURER MODEL NO.COMMENTS Septic Tank lnfiltrator@ tM-1530-2CP 1SOO-gallon, two- :ompartment poly septic lank Effluent Filter Orenco@ 4" diameter full size filter Tank Risers and Lids Orenco@ Double-walled PVg Rasers and rids (24" diameter) Distribution tsox Polylok Distribution box, risers, lid, flow :qualizers (4) chambers lnflltratofl@ 'Qulcl( 4', Plus Stanclard Chamber 52 'Quick 4'chambers Page 6 PERMIT APPLICATION INSTRUCTIONS An OI|UTS Permit Application must be submitted to Garfield County Environmental Health Department. !ttDS://www.qarfield-countv.com/environmental-health/filesqcco/sites/16/OWTS-Application-Complete- PacKet-Dec.-2019.0df. lf the OWTS Permit Application will be submifted with a Building Permit -Application, it should be submitted directly to Garfield County Building Department. Allquestions regarding permit submission can be directed to Garfield County Environmental Health Departrnent, 970-945€61 4 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 between 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 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 (ii applicable), septic tank location, STA location, and measurements from building corners or another fixed gbiects on the property. This sketch is most easily provided on Sheet tnP.O of tne OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our insiallation documentation. REVEGETATION REQUIREMENTS An adequate layer of good quali$ 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 proper$ owner shall be responsible for the operation and maintenance of each OWTS servicing theproperty. The property owner is responsible for maintiaining 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. Plumbin[ frxtures should be checked to ensure that no additionalwater is being discharged to OWTS. For example, i running toiletor leaky faucet can discharge hundreds of gallons of water a day and harm a STA. PageT 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 yearc, 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 controlsystem 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. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, CBO lnc. ('t r' b- 0st6-ctg Carla Ostberg, MPH, REHS CBO lnc. 129 Calns Lane Carbondala, Colorado I 1623 Phone 970,309.5259 carla.ostberg@gmsil.com Y SHUT OFF -ffi SfrBAcK a . GARFIELD TP2 50'SETBACK ..'.._ \ +TP SEPTIC. TANK ro7 /8 Rd.pids on the Colorad,o LOr t9 t? 43,o Qepro t 4 Andrus Residence Lot 20, Raplds on the Colorado 6arfi eld County, Colorado ProjectNumber: C1907 Dale: 08121i2024 Dasigned by: CBO Drawn by: DD w1.0 Sheet 1 0F 4 N ffi BRANNON PRAPERTIES 4039 335 COUNTY RDSCALE: 1 = 50'E0' LOT 2I Rapid; on tl"e Colorod,o RESIDENCE PROPERTY THE LOCATION OF PRoPoSED IMPROVEME\ITS SHOyJN ARE NOT THE RESULT OF A PROPERW SURVEY, THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS'DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS ARE ACCURAIE. PROPFRTY LINES AND SETBACK DISTANCES SHOULD BE CONFIRI.IED PRIORTO EXCAVANON, SCALED FOR PRINNNG ON ' 1" X 1/ PAPER.DENNIS MICHAEL & .SUS/if KATHERINE KRUMPFER, ESUINE OPEN SPACE RAPIDS ON THE COLORADO PUD 3839 335 COUNTY RD DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 08121 12024 A SITE PLAN CBO lnc. 129 Calns Lan€ Carbondale, ColoEdo 81 623 Phone 970.309,5259 oarla.oBtberg@gmail.com .1. .F .p .tL DNvJ,y4y GARAGE FF 5515.0 .F Andrus Residence Lot 20, Rapids on the Colorado Garfi eld County, colorado Project Numbec C1907 Date: 0812112024 Designed by: CBO Drawn by: DD Sheei 2 0F 4 w2.0 .fr .F. .r. &8f '*2 .F .P .lL N Ini,galion EasemBnt .p .t ffisq .?.P .P SCALE: 1" = 2010" .F 4.BEDROOM .? ( RESIDENCE .f'BM '100'= FF 5515.5 .,-?1,:j, Lorudo €.F.F .f. rP2.F.f.r .F..? cg \\ 4'DIA SDR.35 INSPECTION PORT AT BEGINNING AND ENO OF EACH TRENCH 4" DIA SDR-35 SEWER PIPE CLEANOUT MIN 2% FALL TO TANK .? \ \-\TP1 .F .F MIN. 12so-GALLON, + SEPTIC TANK WITH EFFLUENT SCREENv \v/\ 4" DIA SDR.35 SEWER LINE TO STA .* .? \ \ 'QUICK-4' CHAMBER TRENCHES. 4 TRENCHES WTH 13 CHAMBERS PER TRENCH FOR A TOTAL OF 52 CHAMBERS AND 624 SF, (MtN. 1olo FALL TO STA)\\\$F\ DISTRIBUTION BOX WITH ACCESS AT GRADE\\ \ .p .? \ .P .7..p 4" DIA 8DR.35 DISTRIBUTION LINE TO EACH TRENGH (MtN. 1% SLoPE rO TRENCH) BUILDING SETBACK .> .p *.? PROPERTY .P CALL 811 FOR UTILITY LOCATES 2z .(,0'.F.N CBO lnc, 129 Calns Lang CaDondale, Colorado 81423 Phon€ 970.309.5259 carlaoslberg@gmall.corn GRAVELLESS'OUICK4' PLUS STANOARD NOTE: TRENCH INSTALLATION SHOULD BE AS sHArtow As PoggtBLE. CFIAITBER (4' x 3') BOX WTH ACCESS AT GRADE ENO PLATE DIA SDR-35 EFFLUENT PIPE FROM SEPT]C TANK DIA SDR-35 INSPECTION PORT 4' sl)tL 2', 4' DIA SDR.35 DISTRIBUTION LINE TO EACH TRENCH (MtN. 1% SLoPE TO TRENCH)EXCAVATION 4',GRAVELLESS 'QUIgK.C CHAMBER (4'xs') PLACED IN A CIIAMBER TRENCH SEC]ION\rr__--___15,8 TOP PORT OF CHAMBER END PLATES DIA SDR.35 INSPEfiION PORTAT BEGINNING AND END OF EACH TRENCH A\ CHAMBER TRENCH PLAN\rt___--._T7r6.cE SMALT'r'AL\€ COVER 3OX OR IRRIGATION VALVE BOX AT GRAOE FINISHED GRADE CAP OR THREAOED CLEANOWASSEMBLY 4'DIA SDR.35 SEWER L{NE COMPACT (MtN MIN, 2% SLOPE TO TANK, 1% TO STA)BASE 'O SUPPORT BOX USE HOLE SAW TO CUT THRU TOP OF 4" F\rC PIPE CUt TO FIT SCREENED OR SAND FOR EEDDING 3" MtN. ENO ADISIRIBUTION EOXtgr--._mffi 13 CHAMBERS PERTRENCH E r .l-.. ' Andrus Residence Lot 20, Raplds on the Colorado Garfl eld County, Colorado ProjectNumb€r: C1907 fat", oatztnoz+ lDesigneo oy: CBo lDrawn bv: DD w3.0 Sheet 3 0F 4 CBO lnc. 129 Cain6 Lan€ Carbondale, Colorado 81 623 Phone 970,309.5259 carla.ostberg@gmall,com DESIGN STA TO WATER COURSE 50'17o', STA TO WELL 100' STA TO HOUSE m'25' SEPNC TANK TO WATER COURSE 50'250' SEPTIC TANK TO WELL 50 NIA HOUSE TO SEPTIC TANK 9' OWTS COMPONENTS AND PHYSICAL FEATURES MINIMUM REQUIRED SETBACK APPROXIMATE PROPOSED SETBACK PROPOSED 4.BEDROOM RESIDENCE 75 GPD x 2 PERSONS/BEDROOM x 3 BEDROOMS + 75 cPD (4th BEDROOM) WASTEWATER FLOW = 525 GPD USE MIN, 1250 GALLON, TWO-COMPARTMENT SEPTIC TANK SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAU SF CALCULATED STA = Q/LTAR = 525 / 0.6 = 875 SF 875 SF X 1,0 (GRAVITY, TRENGHES) X 0.7 (CHAMBERS) = 613 SF 613 SF / 12 SF/CHAMBER = MlN. 51 CHAMBERS 4 TRENCHES, EACH WITH 13'QUICK 4' INFILTRATOR CHAMBERS /ASEIBAO( CHARTLtF--lrtdll BOXAND COVER BROUGIfTIO GRADE CONCRETE SOIL PROFILE TEST PIT NO. 1 SOIL PROFILE TEST PIT NO. 2 EN-o"fift- -0 -t :, -3 -4 5 -b -, -8 -' -10 LIGHT BROWN SANDY LOAM LIGHT BROWN SANDY LOAM BAFFLE OR ANGLED PIPE TO BE USED AT INLET FuuE EFcUo ADISIRIBUTION BOX DETAIL\9r-ar'1rEE MOIST, LIGHT BROWN SANDY LOAM MOIST, LIGHT BROWN SANDY LOAM SLIP-ON PVC DO NOT GLUE INSULATEO TMCERWIRE FINISHED GRADE 4'DIA NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION SEWER LINE /iSOlLS LOGLrt____-__rrlfw !g9E!9. f';ll sandy loam OUTLETS oooo Andrus Residence Lot 20, Raplds on the Colorado Garfeld County, Colorado ProjectNumber: C1907 Datet 0812112024 Designed by: C8O Drawn by: DD w4.0 Sheet 4 0F 4 Docusign Envelope lD: 30D9F4E$02A2-47S&&1AD€E5'IoCOAEEA8 Chd Utuc 41.51' 35.11' N38"Dr3{ N31.3615{T Chod BadnoCdrolAmlo 19"02'&l 20'13r3, Rodiug 50-00 100.00 A( Lenqifi 17.8t' Cu*e No. cl D^r€ I RfrSd dscRrFuJob No.r 18.013 Ootet Aprit 22, 2A24 .dw9 filer 18.013.120 Cllentr Dovid ond Su:on Andrug Drcwn By: 5. Phelps A26-1/2 Grond Avenue Post Office Aax 2782 Glenwood Springs, CO, 81602-27A2 SurwCo, Inc. Professlonal Land SurveyinGlseldgee'ffi- Sheet 1of 1 Found rebar and 2u slumlnum cap, PLS No. 13501. Set nail "polnt on llne" Irrlgatlon valve(s) . tot \lne) Adjolner wood rall fence Improvement Location Certilicate Lot20, The Rapids on the Colorado Subdtu'ision As Amended Situated in the SW1/4 Section 4 Township 6 South" Range 91 West of the 6th P.M. County of Garfield, State of Colorado l@. {Cefiifi6iin putssnt ro C.R.S. 3&51 . I 08) I her€by edit lhd ifijs lmpDmeir bcolion Cen{icoie wos pepored by Sun4o, lnc., {u Sheilo \nn Smilh, ihot i is iol 0 land suryey pld d improvored suMy dd ond liot il b nol to b rdied lpon hr lhe doblBhmeni oi f€d€, boibing, or dher ldu€ inpbwnsl lines. Tlis eriiffde ii rclid only lor ue by Dovid ond Surcn Andm oni ducrib* ihe poreh oppmom€ on Apd 22, 2C2l. I fudlFr qdifi ItFl ho improvmenh s lhe obovo d$crib€d porcd on lhb Me, Apd22,2A24 , ercdr'. unliiy cnrslihs, ore edicly fiihln ihe bovndories ol tfie poel, exep os s}*n, tfid lhe6 oe m etrrddm.ils upon lhe deiH premlsr, repr os ldided, ond {Ft'h*e is no oppoeni evtlene or sign ol ony ft*ment crc$iq of bldening ony p,l ol soid pel, wept os rcted. By: Somuel D. Phel6 Coloodo Liored PoJesaond Lmd Suneyor No. 276 I 3 Fo od on bohoffof SuruCo, Inc A Colorodo spordion Doo ol @dilidid; AFil 22, 2024 I ) This lnpbwrent lMtion Cediffc& doa d epesnt o {& sffh by fijs lond suneyo o lond suruyirg conpoff All inlomolis pedoinins lo Mne6hip, ffiMh ond ollE 6n.umbrence ol reord b hken ftom o fith insunnce cdmil@i1 isued bl tlnd Tide Guoene Cmpony, ille insonce commlment or&r No. G86302 I I 39, e{lociivc dolE tlord 08, 2024 d 5100 P.lvl. 2) Thh propedy b $bird ro dntrl dgil csedtuns od U5 pdril 4;ht os nded in lh6 obove ebr*cd Hle insuFr6 cohmilmd. 3l Thh propd h subled to Foiedi6 covenoils md Brlidions os noled in lhc obow t€nced fi* hsu'dfte comditmcd. 4)Thb lmprwment looiion Gdihdr is bosed upoi ile mnlmedolion lound in ihe f eld os indiohd hereon ond tlp recdd .lot lor fie 3ubied popeiy (R@plion No. 639203). 5l Dote ol ffeld suwep April 22, 2024 6)AI I.6rd:r.'tus shorn remn ce in uS surq leer. 4 Csin &l ie opp@ on llE pld dl Tfu Xopids q llB Cdorodo os Amended tlrd ol{ea fr srbi* prop*ty ond by hh €le6n6 o€ iol6d lt@n, Ndker lPu&onlb C.R.S. 13.801051: Aording b Cobftdo h yor muil commen@ ony hd ocJid bd*d upon oiy d{ed ln lhis lnpomoil Lodbn Cfilical. wilhln +e yeo6 dlH )bu liili disw sd defud. h no Nrl mq lnv 0.1ion blsd upon orry de{ect in ilris lmpoemni bcofim Cerlficcp be commnc6d mm,lEn bn Fo6 toft 116 dds of dilicalion shom hmon. Edge of Rapids View Lane Found rebar and 2'' aluminum cap, PLs 20 ond I 0 Uilily, dminos {ne. No. 639203) 1I No.13501. Dralnage ditch Electrlc trans. Tele, rl*r Found No. 5 Irrlgatlgn Fosnd rebar and,Z' // alunlnum mp, PLs No, 13501. o- AdJolner chain link !@. Ldm Tfc RotiJs oi iho Col@do rerding to tlc omvded plo thereol os frled br rcrd Od. 24, 2003 undd ReQplio0 No. d39203 County of Godisld lloF o, coldodo 50 60 Nol sbmd NewCosil6, CO.81647 {rci wirhin munjchol limilt GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. N89?8?6't 310.09 Oulll@ J Lot 20 The Raplds on the Colorrdo Subdivlelon as Amelded (Rec. No.639203) (Vacetrt) (2.03 acres as pbtted) 23, -0 0. SdndO" 6126124,8:14AM Garfield County, CO qPublic.net - Garfield County, CO - Poperty Record Card: R170372 Summary Acount Parc.l Property Addrcss Legal D6cdpthn Ag,e3 lend SqFt TaxArca MilllGty Subdlvlslon RL70372 218104{tO7020 ,NEWCASTLE,CO 81647 Sectlon: 4Toivnship. 6 Range: 91 Subdlvlsion: RAPIDS ON THE COLOMDOLoh20 zo29 0 !7 5L1150 RAPIDSONTHECOLORADO View Map Map Owner ANDRUS.DAVIDM&SUZAN M .133 R|VERVtEW DRTVE #1605 NEW CASILE CO 81647 Land Unlt Tlpe 1 AC TO t/T 5 AC - O52O {VACANT LAt\tD} SquaraFoat 0 Actual Values Taxleer ActualValug Assessed Values .Taf Yaal Aesesed\rrblue Tax History TaxYeal Ta(esBllled m24 t1.04.200.00 20iu rro,asQoo m23 $1442{n00 m:23 '4DP30SO ry1 $2,056.36 m22 t47,U2Am min $1S,640.m x)22 20,21 945,640.00 XW ris,zao.m 2o'21 mm t21,710.00 2020 i630.OO mm $353.e6 Click here to vieldhqlaritlormgllpltblltliqparceljn tbe_tGat]ftqk! tqountv Treasurer's website. $7szw $825.12 1t2 6/126124,8:14AM Transfers qPublio.net - Garfield County, CO - Property Record Card: R170372 ReceptlonNumber ??614e, e589?3 594733 Book- Pasa t316-983-987 1032-0948 10s24945 1032-0951. 09960665 o€3+o-233 M79-M29 0!165-0207 0466-0204 o466-N29 foniacl Us Sale Date . 5lt6l20?4 ilLOnOn 7U281200r gtut997 91311e97 uu79@ u1/te0o uuTry uutry uutgw u7/L90o uuTw DerdlVpe SPECIALWARRANWDEED EASEMENT SPECIALWARRANryDEED ST.IBDIMSION IMPRo\/EMENTS SPECIALWARRANTY DEED Deeds Deeds Deeds Deeds @l Deeds Deeds Sale Prlce $215,mO $o $o $o $o $o $o $o $o $o $o $o Property Related Public Documents Click here toview ProoerW Related Publlc Documents No data avallable ior the follodng module$ Buildlngs, Photos, Sketches. The Garfield County Assessor's O{fce makes eve.'y effort to produce the most accurate infcrmati<x possiirie. No wai-ranries, expressed or implieci are provideri fr:r the rjaia herein, its uce or interpretfitir:n. Daia is subleri to constant change and its accuracy and co$tlcieness cannoi be guaranteerj. i User Privacy Policy i 9Qg$PliyasvXslisg Lasr D ata U dqiAdt 6 / ?9 /2O?4 El9,s 6 AM lleveleiped by {.)Fgl'g'g'd* a2 Item # IH.{53G2GP {53O Gallon TIro Gompartment lnfiltrator@ Poly Tank TANKTOP HALF co'lTrNuot s ELASTOITiETRIC 175.6"TANK INIERIOR SEAM CLIP (86)TOP VIEW AUqnE|fr DOTTEL({O TAIIKBOTTOITI HALF 24" ACGESrSFORT wllfr LocKrNG uD (s) Ta{cladttdrsK, @ up+rercnrsEAM sEcnoN DETATL OIMETTEE 2ISTOTALVOL lETOTALVOL srDE vrEw SEAII CI.JP r Compliont with CSA ond IAPMO Stondordsr PVC risers ovoilobler Secondory sofety screen ovoiloble with PVC riserr Moximum buriol depth is 48"r Minumum buriol depth is 6"r Tonk is not roted for vehiculor troffic loodingr Exterior of monhole cover includes the following worning: "DANGER Do NoT S.|TER: POISON GASES" UFnNoSTRAF FYFTCAT) END VIEW ffir,rr**r,*[' rf,n^nmarc. 16' Long x 7' Wde 43" below inlet fi o <- o o- o <F o o-) o -o o- {t FtsERGLASS SUPPORT I ,,i' SLOT Digging Specs lnvert Dimensions Net Weight Net lVorkinq Copocity lnlet +7" Outlet 44" Length 175.6" width 61.7" Height 54.5"1006 gol 503 9ol 1509 sol5O1 lbs. Wd.r&Wrffir o SYBloms r Prcduds I[G. o ssvloo Fr9) 3St{76{ ztrEcoru'fl7 P.O.Bo(gs Fu: (f19) 3ff'grn RH€E@8'.a-I UTobrlb: wrvw.vd$pacaot un Endl:ffim, Residential Biotube' Eflluent Filters Applications Our patented* 4-in. (100-mm) Biotubc Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a liGrime warranty. Thcy prcvent large solids from leaving the mnh dramatically improving wastewafer quality and e.xtending the life of residential drainfi elds. 4-in. (100-mm) Bionbe Effiuent Filter 4-in. (1 00-rnm) Biowbe Jr. (4-in. Bionbe cartridge aaail- ahh separately as Insert Fiher) *,, Yj, ti ;:. t. 8-in. (200-mrn) Base Inlet Fiber 4-in. (lA}-mm) Insert Fiher .,* :t, : Orenco's sulterior ffiaentfbets resist clogging bener than all other brands. Our stan- tkni full-sized 4-in. (100-nm) Biotabe Elflaent Fiber prouidzs maximum lang+erm protection in a comphte package, with hoasing Our 4-in. (100-mm) Bionbe Jr., at half the size of our standard model, has nore fltering capacity than the full-sizedfilters sold by other manufacturers. For tanhs ttith existing oatlet tees, the Bioabe Insert Fiber is idcal. Andfor hw-profh tanhs, there's the Base Inltt Filten * Covered by patent numbcrs 5,492,635 and4439,323 To 0rder Call your nearest Orenco Systems@, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go ro www.orenco.com and click on "Distributor Locator. " APS-Fr-l Rev.3./t @ 11110 orenco Systomso, lnc. S-anda-rd feature--s & Benelits . Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction . lnstalls in min- utes inside new or existing tanks; eKendible 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 . Ufetime warranty 0ptional Features & Benefits . Alarm available,to signal the need for cleaning - fl-- , ---r -l,a:r FIlu, rillrill[ailtril discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time . Custom and commercial sizes available Biotube Filtering Process Effluent from the relatively clear zone ofthe septic tank, between the scun-l and sludge layers, horizontally enters the Biotube Effluent Filter. Effiuentthen 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. ,'---\. '\*r'ft-z*.r € OrencoSystem*' ir:r 'r'.rr:n r rl::,d Cl:tngiry tfu lT/*v thr V4t rtd t,l o t ; \Yi t.c t t u,at t t' r"' www.otcnco.eom Nomenclatures 4-in. Biotube Fifter {standard) FT 04 !$ Filter diameter (inches) W = fitsType 3034 outet pipe S = fits Schedule 40 outlet pipe 0ptions: Blank = no optionsM = flow modulatlon plate installedA = float bracket attached Carfldge height 28" and 36" are standard Housing height 36" and 44" are standard 0ptions:A = float bracket FS = 2" outletorifice FSo = 2"oufletorifi$andoverflou/plate" Base inlet model Cartridge height: 14" standard Housing height 22" stafldard Fllt€r diameter (inches) Biotube effuent filter series Blank = 1/8" fillrationP = l/16" llltration 08 =8" Blank = 1/8" fikationP = 1/16" fllfation Biotube effluent filter series f-in. Biotube Fiher base intet modell FT w22-14 B "Also a\railable wi$ ff)upling and sleeve as a "kit": FI-OVEHFLOWKII tl-in. Biotub9 Jr. (includes carridge and housing) FTJ 04 18 0plions: Elank = nooptionsM = flor{ modulat0n plate lnstalledA = floatbraclctattacted C€rf idge heighl (indres) Filter diameter (inches) W = iitsType 3034 outletteeS = fitsSchedule40outlettee Blank = 1/8" filtntimP = 1/16"fiflratbn Junior se{k}s Biolube elfluent filter series 4-in. Biotube Fiker lnsert (cartridse onty) Ft i tro+ ls -[ t: D For G'ustomiz€d @tions (e.9., NC indicates l.loft Carolina r€gions) = fibType3034oufletbe = iSSchedule40outlettee Cartridge height (inches) Filter diameter (inches) Blank = 1/S" filtrationP = 1/16'filtalion lnsert Biotube effluent filter series Distributed By: &in. Biotube Effluent Filter Extendible PVC handle Stainless steel set screws Top seal plate Air Biotube@ filter cartridge Solid base Filter housing 4-in. Biotube Jr. Tank wall Riser wall V 1000 Double Walled PVG Riser & Lid Option$ Poly Lld (Sffic load bsbd b s(Xn bs). Skid leeistane surfre. Available in gmen. Higheot level of W Protecfion idudod. lndudes a fuam gasket br alrfght aM water0ght applicalims. Fdrffi sqlrete drlvc snrrg b dbmwqe unauftodzed onty. lnsulaton pande acfileve R-l0lmdafron mtng T ol lnsuhtion Sbndard Orcnco o DunaFibern Access Lids (FLD) Not racommended br vehicularffic A" aN 30" Diamebns. Solid, rcein-lnfrsod fibsglass @nsm&frm. Al,fiXl-lb brcaklng sfi€ngh. Standard gt€n on brcrvn @lorg. Avallable wllh orwithout urcffiane lld gasket. Available wilh ca6on fl,haton. 4 stalnlae sbd f,aftead socket cap sct€l,us & ho( keyrvramfr. lnsulated llds avallable -T q 4' Double Walled PVC Riser . Available in?4r and 30" Diarnsbr. Cutb lengtt. Sold in +Ft iruernenb. Must bo cut betreen rlbe ffi ilff.*, fnetrsrrGr ffisrz :Fffi I-?T grelsss-szzr Hsavtr4@$al 1Inc..bo,il POTYLOK DISTRIBUTION BOX, RlsERS, AllD LID uD€ox6&uD€ox8 '- - --*22'45tt-+DAOXSEALrffi.trfls@@16"SIT'ECUTOt'T TOACCEPI FOLYLo|(SEAL NO.:t001 TEARfl'TFOR 4"SDR€5OR scflD40 ArorToscAl"E uDsx6'R|8ER ROTO#Lffi4' I 6" I uD€ox t2'RlsER NOTTOSCAIE POLYLOCK E(UAIJZER '!/-NOTCH'WEIR 1 8E.F I.EYEIIE @ NESFROVDEffiTOI HTFMAII''P3ED 1 + 20'GO\IER FOR RISER & D€OX ilor70s/uE GASKETED SEAL ON LID & RI$ER Wtrr& Warffiebr r Sysbme r Pmducts ctiglrgS{?o+ axEooru'3l7 P.O.Bo(S5 F fl19) Wrn BHla\H4ffi8121-1 Webdb: wrvrv.vdlqprccaot on Enulft fonUe@raqmrcd.mmPRECASI;Inc. eseryle e F t ,1 t tL p D Ouick4 Plus All-in-One Periscope Ouick4 Plus Standard Chamber Ouick4 Plus All-in-One 12 Endcap Center Structural Columns The Ouick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wide trench. Like the original line of Ouick4 chambers, it offers advanced contounng capability with its Contour Swivel ConnectionTM which permits 1O-degree turns, right and left. lt is also available in four-foot lengths to provide optimal installation flexibility. The Ouick4 Plus All-in-One 12 Endcap, and the Ouick4 Periscope are available with this chamber, providing increased flexibility in system configurations, Quick4 Plus Standard Chamber . Two center structural columns offer increased stabilitv and superior strength . Advanced contouring connections . Latching mechanism allows for quick installation o Four-foot chamber lengths are easy to handle and install . Supports wheel loads cf I6,000 lbs/axle with 12" of cover Quick4 Plus All-in-One 12 Endcap . May be used at the end of chamber row for an inlel/ outlet or can be installed mid-trench r Mid-trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows r Center-feed connection allows for easy installation of serial distribution systems . Pipe connection options include sides, ends or top Quick4 Plus All-in-One Periscope o Allows for raised invert installations r I80" directional irrletting o Twelve inch raised invert great {or serial applications -4ut#H P/'IJS A I l I fII Ouiak4 Plus Standard Charnber Side and End Views (EFFECTIVE LENGTH) &uiek4 Flus Al!-in-One 12 Eneap Fnont, Side and End Views 1'l 13" 8" INVERT 8'INVERT 5.3" INVERTt Quick4 Flus All-in-Sne Ferlscope OUICK4 PTUS ALL]N.oNE (3S'SWvEr ) 33" OUICK4 PLUS ALL.IN-ONE 12 ENDCAP 12.7"LagEat *1,.L [,"-] Quick4 Plus Standard Chamber Specifications Size(WxLxH)34'x 53" x 12" (86 cm x 135 cm x 31 cm)lnvert Height .....,,...,...... 0.6n, 5,3', 8.0', 1 2.7' (1.5 cm, 8.4 cm, 18.5 cm, 22.6 cm)Effective Length 48' (1 22 cm) TNFILTFATOR SYSTEMS, INC. STANDARD LIMITED WARRANTY ia) The structural integrity of each chamber, end plate, wedge and other accessory manufaclured by lnfillrator { Units"), when inslalled and operated in a leachfield of an onsite septic system in accordance with lnliltrator's instructions, is warranted to the original purchaser ("Holdei ) against delective materials and worl(manship for one year from the date that the septic permit is issued for the septic system conlaining the Units; provided, however, that if a septic permit is not required by applicable lav/, ihe warranly period will begin upon the date that installation o{ the septic syslem comrnences. To exercise ils watranty rights, Holder must notify lnliltrator in wriling al its Corporate Headquarlers in Old Saybrook. Cannecticut within fifteen {15) days of the alleged defect. lnfiltrator will supply replacement Units for Units delermined by lnfiltralor to be covered by this Limiled Warranty. lnlillralor's liability speci{ically excludes lhe cost of removal and/or installation of the Units, (b)TIlE LIMITED WARRANTY AND REIIIEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THEFE ARE NO OTHER \'VARRANTIES WITH RESPECT IO THE UNIIS, INCLUDING NO II\4PLIED WABRANTIES OF MFRCHANTABILITY OF FITNESS FOR A PARTICULAB PUFPOSE (c) This Limited Warrtrly shall be vojd if any parl of the chamber system is manufaclured by anyone other than lnfiltralor. The Limited Warranty does not exiend to incidental, consequential, special or indirect damages. lnfilkator shall not be liable for penalties or liquiciated damages, includlng loss of production and profits, labor and materials, overhead cosls. or otlrer losses cr expenses incurred by the Holder or any third parly. Specilically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse. abuse or neglect ot the UniLs; the Units belnq subjected to vehiclo lraffic or olher conditions which are nol permitled by the inslallation instruclionsl failure lo majntain lhe minimum ground covers set to(h in the installation rnslructions; the placement of improper materlals into the system containing the tjnits: failure of the Units or the seplic system due to improper siling or improper sizing, excessive water usage, improper grease disposal, or improper operatjon; or any other evenl not caused by lnfiltrator. This Limited Warranly shall be void if lhe Holder lail6 to comply wilh all of lhe tcrms set forth in thjs Limited Watranty. Furlher, in no cvcnt shall loiiltrator be rcsponsible for any loss or damage to the Holder, thc Units, or any third party resulting from installation or shipment, or from any product liability claims ot Holder or any lhird pa(y. For this Limited Watranty 1o apply, the Units must be installed in accordance with all site conditions required by state and local cooes; all other applicable lawsi and ltrfiltrator's installation instructions. (d) No representative of lnfiltrator lras the authorily to change or extend this Limited Watranty. l{o waruanty applies io any party other ihan the original Holder. The abo!€ represenl$ the Standard Limiled Warranty oflered by lnfiltrator. A limited number of stales and coLrnlies have different warranty requiremenls. Any purchaser of Units should contact lnfiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy ot the applicable warranty, and should carefully read that warranty prior to the purchase of Units. IN FILTRATOR' systems inc. 6 Business Park Road ' P.O. Box 768 Old Saybrook, CT 06475 860.577.7000 . FM 860.577.7001 8AO.221.4436 www,i nf iltratorsystems.com U.S. Patents: 4,759,661; 5,01 7,041; 5,156,488; 5,336,01 7i 5,401,1 16; 5,401,459: 5,51 1,903; 5,716,1 63: 5'588'778; 5,839'844 Canadian Patenls: 1,329,959; 2,004,564 Olher patenls pending. is a registered trademark in Mexico. Contour Swivel Conncction is a trademark ol lnlilllator Syslems lnc. (O 2009 lnliltralor Syslems lnc. Prinled in [].S.4.PLUS051 010tSt-2