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Home My WebLink AboutOWTS Design SpecsItem # lu.{530.2GP l53O Gallon Tnro Gompartment lnflltrator@ Poly Tank 61.7" 47" - 175.6" TANK TOP HALF CONTINUOUS ELASTOMETRIC SEAM CLIP TANK INTERIORTOP VIEW 19" FIBERGLASS SUPPORT (86) ruGilICNIT DOWEL(¡lE)TANK BOTTOM HALF I 24' ACCESS PORT wlTH LOCKTNG LtD (3) TanRf¿d/udællß BAFFLE WALL 1gr ]BAFFLE SLoT I/3 TOTAL VOL Dimensions 'S, lvtp-nelOHr SEAM SECTION DETAIL OUTLET TEE 54.5" END VIEW I l t:ì l _i, i .il'i t:l'rl. fr ; 44" 1.r,-. I :r r- 2/3 TOTAL VOL srDE vrEw ¡ Compliont with CSA ond IAPMO Stondords¡ PVC risers ovoiloble¡ Secondory sofety screen ovoiloble with PVC riserr Moxímum buriol depth is 48"r Minumum buriol depth is 6"¡ Tonk is not roted for vehiculor troffic looding¡ Exterior of monhole cover Íncludes the following worning: "DANGER DO NoT ENTER: POISON GASES,, SEAM CLIP LIFTINGSTRAP cfYPtcAL) (ffiFILTRATOR' s€pllc lanks ¡ñn^roríÍaßtc. Digging Specs lnvert '16' Long x 7' Wide' lnlet Outlet 43" below inlet 47" 44" Nçt w_orfing Ç_opççil"y _ .1st Comp. 2nd Comp. Totol Net Weight Length 175.6" width 61.7" Height 54.5"501 lbs.1006 gol , 505 9ol 1509 9ol ït ,l[LI IilfililJÏI 1to o :oÉ o o <:OË lt ltHI 1l[il[ Weûer & Wartcwabr o Systems o Prcduc'ts fnc. ¡ Servlæ ørg)395{704 2flI5oo'rufl7 P.O. Bo(æ5 Fax (719)gwgrn BsEYIúa æ81211 Webolb: www.valleyprccastærn Enull : tonüesk@valleyprccast æm VALTEY PRTCASI, Double Walled PVG Riser & L¡d Options Poly Lid (Static load tested to 5000lbs)r Skid resistance surfacer Available in gr€en¡ Highest level of UV Pro'bstion induded¡ lncludes a foam gasket for airtight and waterti ght applicationsr lncludes square drive scr€ws b discounage unauthorized enûy¡ lnsulation panels achieve R-10 insulation nating 2'oÍ Standard Orenco @ DuraFibern Access Lids (FLD) Not rccommended fur vehicr.rlar ûaffc 24" and 30'Diameblsr Solid, rcsin-infused fiberylass oonstt¡ct¡ono 20,(XXÞlb breaking sûengür¡ Standard green or brown colors¡ Available with orwithout ureürane lid gasket¡ Available with carbon filüationo 4 etainlese steel f,athead socket cap scr€ns & hex key wrencfr¡ lnsulated lids available -2' or 4 Double Walled PVC Riser ¡ Available in 24" and 30'Diameþr¡ Cut to leng[ho Sold in +/- 2" incremenb¡ Must be cut between ribs W#fur Fre)se56ze4 ffigt.eø o Slatems Fax (/l g ) g*g,n B^uta Vlsla, æ 81211 o Prcduct ¡ rnc. . se'vrce" y#i],fffiä:ffiVALIEY PRTCASI Residential B¡otube' Effluent Filters Applications Our patented* 4-in. (10O-mm) Biorube Effluent Filters, Biorube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranry. They prevent large solids from leaving the tank, dramatically improving wastewâter qualiry and extending the life of residential drainfields. 4-in, (100-mm) Biotube Efiluent Fiher 4-in, (1 00-mm) Biotube Jr. (4-ìn. Biotube cartridge auail- able separateþ as Insert Fiher) B-in. (200-mm) Base Inlet Fiher 4-in. (100-mm) Insert Filter * tl Orencoi superior effluentfibers resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Fiber prouides maximum long-term protection ìn a complete package, with housing, Our 4-in. (100-mm) Biotube Jr, at half the size of our standard model, has more fhering capacity than the full-sized f hers so/d by other mtlnufttcturers. For tanþs with existing outlet rees, the Biotube Insert Fiher is ìdeal. Andfor low-profle ranþ¡, therei the Base Inlet Fiher. t \ f I * Cove¡ed by parenr numbers 5,492,635 end 4,439,323 To Order Call your nearest Orenco Systems@, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to \¡/ww.orenco.com and click on "Distributor Locator. " APS-Ft-t Rev.3.4 @ 11l10 0renco Syslems@, lnc. Standard Featureg & Be-nefits . Has 5-10times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfa ctio n . lnstalls in min- utes inside new or existing tanks; extendible tee handle for easy removal . Ëasyto 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 Biotube Filtering Process . Alarm available,to signal the need for clea ning . Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and in creasi ng retention time . Custom and commercial sizes availa ble Effluent from the relatively clear zone of th e septi c ta n k, 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 Biotubes'entire sudace for filtering. Panicles larger than the BiOtube's mesh are prevented from leaving the tank. Orenco Systems* Ìrrcorporaled Cbanging tha W4ty tht \11¿ rld Do es \lhs tct¿'at er'! www,otênco.eom ft.tñ.rG Nomenclatures 4-in. Biotube Filter {standard) FTI 04 T 4-in. Biotube Effluent Filter Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube@ filter cartridge Solid base Filter housing 4-in. Biotube Jr. Tank wall 0ptions: Blank = n0 optionslV = flow modulation plate installedA = float bracket attached Cartrid0e height: 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 = '118" filtrationP = 1/l 6" filtration Biotube effluent filter series 8-in. Biotube Filter (base intetmodet) Ff 0822- 14 B--- 0ptions:A = fioat brackel FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plâte' Base inlet model Cartridge he¡ghtj 1 4" standard Housing he¡ght: 22" standard Filter diameter (inches) Blank = 1/8" filtrationP = 1/1 6" filtration Biotube effluent filter series Also available with coupl¡ng and sleeve as a "kit" fl-OVtRI'LOWK|l 4-in. Biotubê JL (includes cartridge and housing) Riser wall FT J nlo¿ re -T*onr, Elank = no options t\4 = flow modulation plate installed = float brackel attachedA Cartridge height (inches) Filter diameter (inches) W = fitsType3034oütletteeS = fits Schedule 40 outlel tee 4-in, Biotube Fiher lnsert (cartridse onty) FT ¡I04 ts -! Junior series Biotube effluent filter series Blank = 1/8" filtrat¡onP = 1/16" fìltration Blank = 1/S" filtrationP = 1/16" filtration ---r-- I For customized options (e.9., NC ind¡cates North Carolina reg¡ons) = fits Type 3034 outlet tee = fils Schedule 40 outlet tee Carlr¡dge lìeight (¡nches) Filter diameter (ínches) t; S Insert Biotube effluent filter series Distributed By: POLYLOK DISTRIBUTION BOX, RtsERS, AND LID uD-BOX0&UDAOXS < --22.45'.- .--- --D.BOX SEAL (ETTERYDü¡XOqlEgWlll asE r¡) 16"SIDE CUT OUT TO ACCEPÏ POLYLOK SEAL NO.3001 TEAR OUT FOR 4" SDR.35 OR scHD40 NOT TO SCALE UD.BOX 6'R|SER rlll I,---'-' --{-- I I*'i ROTO.FLOW 4" fl I I o I l-IL¿'J i: .-.@ UD.BOX 12'R|SER NOT TO SCALE ,4t: ,ll ii I POLYLOCK EQUALIZER 'v-NoTcH'yyElR 12"sltAPE ls sE-F IEIELII{G .l I RIBAPROì/IDE FrfFffiAIl.''PIPEID Æ 1:::.:=:: 20'covER FoR RtsER & D80X ^ro1¡osGAt-Ë GASKETED SEAL ON LID & RISER Waücr & Wa¡tewaüor o Slatems ¡ Products (2191 3956704 æþco. Rd.3l7 P.O. Bo(æ5 Fu: f/1g) gg+g7n H'sEMEla' @8121.1 Wcb¡lb: www.valleyprecastæm E¡mll : fiorr6od<@Valleyprccast æmPRTCASI'Inc. osemæ r ogujp,,ffi.,""' The Ouick4* Plus Standard CharnberIN FILTRATOR' ater t*chnc'r . s The Quick4 Plus Standard Chamber otfers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connectionr" which permits turns up to 15-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 Chamber Benefits: . Two center structural columns offer increased stability and superior strength . Advanced contouring connections . Latching mechanism allows for quick installation . Four-foot chamber lengths are easy to handle and install . Supports wheel loads of 16,000 lbs/axle with 12" of cover Ouick4 Plus All-in-One't2 Endcap Benefits: . May be used at the end of chamber row for an inlet/outlet or can be installed mid-trench . 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 Quick4 Plus All-in-0ne Periscope Benefits: . Allows for raised invert installations . 180" directional inletting . 12" raised invert is idealfor serial applications Ceftified by the lnternational Association of Plumbing and Mechanical Officials (IAPMO) Size 34"Wx53"Lx12"H (864 mm x 1346 mm x 305 mm) Effective Length 48" (1219 mm) Louver Height 8" (203 mm) Storage Gapacity 47 sat (178 L) Invert Height 0.6" (15 mm), 5.3" (135 mm), 8.0" (203 mm),12.7" (323 mm) Ouick4 Plus Standard Chamber Specifications APPROVED in w Quick4 Plus'' Series ^ *0rttck4." Ouick4 Plus Standard Chamber 12', 48" EFFEClIVÉ LENGTH Ouick4 Plus All-in-One 12 Endcap PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) FRONT VIEW 18" 8" INVERT SIDE VIEW INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural ¡ntegrity of each chamber, endcap and other accessory manufactured by lnfiltrator ("Unjts"), when installed and operated in a leachfield of an onsite septic system in accordance with lnfiltrator's instructions, is warranted lo the original purchaser ("Holder") aga¡nst defective materials and workmansh¡p for one year from the date that lhe septic permit is issued for the septic system containing the Units; provided, however, that ¡f a septic perm¡t is not required by applicable law, the warranty period w¡ll beg¡n upon the date that installation of the septic system commences. To exercise ¡ts warranty rights, Holder must notify lnfiltrator in wr¡t¡ng at its Corporate Headquarters in Old Saybrook, Connect¡cul w¡thin fifteen (15) days of the alleged defect. lnfilkator will supply replacement Units for Units determined by Infiltrator to be covered by this L¡mited Warranty. Infiltrator's l¡ability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WAHRANry AND REI\4EDIES lN SUBPARAGRAPH (a) ARE EXCLUSIVE, THERE ARE NO OTHEH WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILIW OR FITNESS FOR A PARTICULAR PURPOSE (c) Th¡s Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than lnfiltralor. The Limited Warranty does not extend to incidental, consequenlial, spec¡al or indirecl damages. lnfiltrator shall nol be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, ovehead costs, or other losses or expenses incurred by the Holder or any th¡rd party. Specifically excluded from Limited Warranty coverage are damage to the Unjts due to ordinary wear and tear, alleration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traff¡c or other conditions which are not permitted by lhe installation instructions; fa¡lure to maintain the minimum ground covers set forth in the ¡nstallation instructions; the placement of improper materials ¡nto the system containing lhe Units; failure of the Un¡ts or the sept¡c system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by lnfiltrator. This Lim¡ted Warranty shall be vo¡d if the Holder fa¡ls to comply with all of the terms set forth in th¡s Limited Warranty. Further, in no event shall lnfiltrator be responsible for any loss or damage to the Holder, the Units, or any th¡rd party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be ¡nstalled in accordance with all site conditlons required by state and local codes; all other applicable laws; and lnfiltrator's installation instruct¡ons. þ) No representative of lnfiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the or¡ginal Holder, The above represents the Standard Limited Warranty offered by lnfiltrator, A l¡m¡ted number of states and count¡es have different warranty requirements. Any purchaser of Units should contact lnfiltrator's Corporate Headquarters ¡n Old Saybrook, Connecticut, prior to such purchase, to obta¡n a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. 0uick4 Plus All-in-One Per¡scope QUICK4 PLUS ALL.IN.ONE PERISCOPE (360'SWTVEL) 12.7" INVERT I 6" t ls"l o r 4 Businêss Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 . Fd 860-577-7001 1-800-221-4436 www.inf iltraton¡vater.com IN FILTRATOR' w .ter technoiol Contour, M¡croleaching, PolyTuff, Chmberspacer, MultiPort, Pos¡Lock, Qu¡ckcut, QuickPlay, SnapLock and Stra¡ghtlock ie trademarks of lnliltrator Water Technolog¡es. PolyLok is a trademark of PolyLok, lnc. TUF-TITE is a registered trademark of TUF-TITE, lNC. Ultra-Rib is a trademark of IPEX lnc. @ 2013 lnf¡lkator Water Technologies, LLC. All rights reserved. Printed in U.S.A. PLUSOS 07 j 3 Contact lnfiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4/,36 129 CAINS LANE CeReor\¡oRLE, CO A1623 97O.309.5259 CAR LA.oSTBERG@GMAI L.COM !.iltl"l'f (: ( :()¡iti t : I.'l'I ¡i(; March 29,2023 Project No. C1800 Reyes Gutierrez soprisstone(@gmail. com Subsurface lnvestigation and Onsite Wastewater Treatment System Design 3-Bedroom Residence + 2 Future Bedrooms Lot 2, Gilead Gardens Garfield County, Colorado Reyes, CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 4.17-acre property is located outside of New Castle, in an area where OWTSs are necessary. Legal Description: Section: 7 Township: 6 Range: 91 NW Subdivision: GILEAD GARDENS Lot: 2 Parcel lD: 2181 -072-03-002 SITE CONDITIONS The property is currently undeveloped. A 3-bedroom residence is proposed. ln the future, two additional bedrooms may be added. The residence will be served potable water from a community water system. No OWTS component will come within 25-feet of the water line, which was not identified on the site plan. There is also a well located on the property. The well is located greater than S0-feet from the proposed septic tank and greater than 1OO-feet form the proposed soil treatment area (STA) The proposed soil treatment area (STA) location has an approximate five percent slope to the northwest towards the Colorado River. The proposed area is vegetated with native grasses. There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. SUBSURFACE The subsurface was investigated on March 29,2023 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, moist topsoil to 2.O-feet, underlain by tan silt clay loam to a maximum depth explored of 7.OJeet. No bedrock or groundwaterwas encountered I Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page2 The materials encountered in Test Pit #2 consisted of dark brown, moist topsoil to 2.5-feet, underlain by tan silt clay loam to a maximum depth explored of 6.5-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 soil formed a ball and a ribbon 1 to 2-inches in length before breaking. Soil structure shape was blocky and consistence was friable to firm. Soil texture was more smooth than gritty. Soils are consistent with SoilType 3, Silt Clay Loam, with moderate structure grade. A long term acceptance rate (LTAR) of 0.35 gallons per square foot will be used to design the STA. View of property Test Pit #1 Test Pit #1 Page 3 Test Pit #1 Ribbon 1 to 2-inches Sieved sample Test Pit #2 Page 4 Test Pit #2 DESIGN SPECIFICATIONS Desiqn Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + '150 GPD (4th and 5th Bedrooms) = 600 GPD LTAR = 0.35 GPD/SF 600 GPD / 0.35 GPD/SF = 1714 SF 1714 SF x 1.0 (gravity trenches) x 0.7 (chambers) = 1200 SF The OWTS design is based on 5-bedrooms. An average daily wastewater flow of 600 GPD will be used Forthe purposes of this OWTS design, Benchmark Elevation has been established as 100'(Finished Floor). CBO lnc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. 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 1500-gallon, two-compartment lnfiltrator@ poly septic tank with an Orenco@ Biotube effluent filter on the outlet tee. Any state-approved septic tank may be substituted. Risers must bring the manhole lids to grade for access. lf more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. Effluent will gravity flow to a distribution box, and then to six gravelless chamber trenches. The distribution box must be accessible from grade and must have flow equalizers, or similar product, installed on each outlet pipe in the distribution box to assure equal flow to each trench. Each trench will consist of 17 'Quick 4' Standard Plus lnfiltrator@ chambers for a total of 102 chambers and 1224 square feet of infiltrative area. There must be at least 4-lee| of undisturbed soil between each trench. We recommend keeping the trenches shallow, with the infiltrative area between 2 and 3-feet below native grade. 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 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. OWTS Gomponent Minimum Elevation Primary Tank lnlet lnvert Approximate horizontal distance 12' I min.2% fall I min. 3" fall Distribution Box Approximate horizontal distance 63' / min. 1% Íall I min. 7.875" fal| lnfiltrative Surface Approximate horizontal distance 52' to furthest trench / min. 1 % fall to STA / min. 6.5" fall GOMPONENT MANUFACTURER MODEL NO.COMMENTS Septic Tank lnfiltrator@ rM-1530-2CP 1500-gallon, 2- compartment poly septic tank Risers and Lids Orenco@ Double-walled PVC risers and lids Effluent Filter Orenco@ 4-inch diameter Full size Distribution Box Polylok Distribution box, lids, rises, and (6) flow equalizers Chambers lnltltratorß)US c ers Page 6 PERMIT APPLICATION INSTRUCTIONS An OWTS Permit Application must be submitted to Garfield County Environmental Health Department. https:l/www.oarfi-eld-countv.com/environmental-healLhifilesocco/sites/16/OWTS-Applicatíon,Complete- Packet-Dec.-2019.pdf. lf the OWTS Permit Application will be submitted with a Buildinq 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 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 (if applicable), septic tank location, STA locationn 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 additionalwater is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. 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 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 CONSTRUCT¡ON 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. Licensing of Systems Contractors may be required by county regulation. Please call with questions Sincerely, CBO lnc. {Lrr,("s- Lt*úx.^'g Carla Ostberg, MPH, REHS CBO lnc.129 Cains LaneCarbondale, Colomdo 81 623Phone 970.309.5259€rla.ostberg@gmail.ømlv2.01Iì'ISHUTOFFWELLLOCATIONNil',,fo'ã"- - -.---\*,.**\IIttîtE9r*DRAWINGS MUST BE USED INCONJUNCTION WITH DESIGNLETTER DATED 0312912023/--..-\(.APPROX. WATERTP1STPROPERTYTP2+30'IRRIGATION, TRAIL:& DoMESTtc wATER \,'EASEMENT ///SEPTICTANKGutierrez ResidenceLot 2, Gilead cardenscarf¡eld County, ColoradoProjectNumber: Cl800W.M tþ<s a6"42 11" W251.95'30ø.@4w^M*s./,"YL{'¡o.Þxê,qx1ø-ñc-;;ı*-3.BEDROOMRESIDENCE +2-FUTUREBEDOOMS03t29t2023Designed by: CBODrawn by: DDw1.0Sheet I 0F 4THE LOCAT¡ON OF PROPOSED IMPROVEMENTS SHOWN ARENOTTHE RESULT OF A PROPERTY SURVEY. THE LOCATIONSARE APPROXIMATE. IT IS THE HOMEOWNERS' DUTY TOENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCAIIONSARÊ ACCUFATE. PROPERTY LINES AND SETBACK DISTANCESSHOULD BE CONFIRMED PRIOR IO EXCAVATION. SCALEDFOR PRINTING ON 11" X 17'PAPER. CBO lnc.129 Cains LaneCarbondale, CdoEdo 81623Phone 970.309.5259€rla.ostberg@gma¡1.æmGutierrez ResidenceLot 2, c¡lead cardensGarfield County, ColoradoProject Number: Clg00PROPOSED3-BEDROOMRESIDENCE +2-FUTUREBEDROOMSÞ'f,EDa|e: 0312912023Designed by: CBODrawn by: DDSheet 2 0F 4w2.0N4(,r.'-d,jù,"#ø"NOTE: WELL ISAPPROXIMATELY3OO' NW OF HOUSENOTE: WATER LINE MUST BE LOCAAT LEAST 25' FROM ANY OWTSCOMPONENTffiSCALE: 1" = 20'{'¿Þ8.O'4" DIA SDR-35 SEWER LINE TO EACH TRENCH(MtN. lyo sLoPE TO TRENCH).òaà>..8.O',TP2BM 100''QUICK-4' CHAMBER TRENCHES.4 TRENCHES WTH 15 CHAMBERS PER TRENCHFOR A TOTAL OF 60 CHAMBERS AND720 SF.+FF RESIDENCEPotaet('IUpiæU/DIA SDR-35 SEWER PIPE WTH CLEANOUT4" DIA SDR.35 INSPECTION PORT ATBEGINNING AND END OF EACH TRENCHMIN 2% FALL TO TANK ,/,//4" DIA SDR-35 PVC SEWER LINE(MrN. 1% FALL TO D-BOX)TWGCOMPARTMENTSEPTIC TANK WTH EFFLUENT SCREENITP 1DISTRIBUTION BOXWITH ACCESS AT GRADEPoinionEasementLine þ$(Ji\r',/PROPERTY30' IRRIGATION, TRAIL &WATER EASEMENT.,u*"CALL811 FORUTILIry LOCATESo^,,-, ^r,-r r^\ GBO lnc.129 Cains LaneCarbondale, ColoEdo 8l 623Phone 970.309.5259æ¡la.ostberu@gma¡|.æmGutierrez ResidenceLot 2, Gilead GardensGarfeld County, ColoradoProjectNumber: C1800by:03t29t2023by: CBODDSheet 3 0F 4w3.017 CHAIIBËRS PERTRENCH4' DIA SDR-35 DISTRIBUTIONLINE TO EACH IRENCH(MrN. 1% SLOPE TO TRENCH)END PUTEGRAVELLÊSS 'QUICK-4'CHAMBER (4'x 3'),1" DIA SDR-35EFFLUÊNT PIPE FROMSEPTIC IANKBOX WTHACCESS ÀT GRÂDEDISTRIBUTION PIPESDIA SDR-35sTH AND 6IHINSPECTIONPORTPLACED IN4',4',TOP PORTOFCHAMBER ENOPUTESsorL2'EXCAVATIONDIA SDR-35 INSPEfrION'outcK{'PORTAT BEGINNING ANDEND OF EACH TRENCHSCARIFYCHAù4BER (4'x 3')/rICHAMBER TRENCH PLAN\!t-------ı=G/À CHAMBER .TRENCH SECNONvSMALL VALVE COVERBOX OR IRRIGATIONVALVE BOX AT GRADEFINISHED GRADECAP OR THREÐEDBOX AND COVER BROUGHT TO GRADECLEANOUT ASSEMBLY24"CONCRETE LIDCOMPACTSASE 10 SUPPORTsox4" PVC PIPE CUTTOFIT4' DIA SDR.35 SEWERFINSHEDGRADEUSE HOLE SAW TOCUT THRU TOP OF(MIN 2% SLOPE TO TANK,MtN. 1% TO SIA)ENDSCREÊNEDOR SANO FORBEDDING3" MtN.8"BAFFLE ORANGLED PIPETO BE USED/.\ INSPEC'IION PORT DETAILw,r-'-ffiæAT INLET/IIRENCH DETAIL\3'-rffio prsrRtBUT'oN BS4*årAtLOUTLETSoooo CBO lnc.129 Cains LaneCarbondale, ColoEdo 81 623Phone 970.309.5259æria.ostberg@gmail.mmGutierrez ResidenceLot 2, c¡lead cardensGarfi eld County, ColoradoProjectNumber: C1800Ðalei O3n9l2O23Designed by: CBODrawn by: DDw4.0Sheet 4 0F 4DESIGNs.BEDROOT RESIDEIIGE75 GPD x 2 PERSONS/tsEDROOM x 3 BEDROOMS + 1SO cpD (4TH AND STHBEDROOMS)WASTEWATER FLOW = 600 cPDTANK:MIN. 15OO GALLONSUSE 1soÈGALLON, TWO-COMPARTMENT SEPTIC TANKSOIL TREATMENT AREA (STA):LONG TER¡, ACCEPTANCE RATE (LTAR) = a.3s cAU SFCALCULATED STA = Q/LTAR = 600 / 0.3S = 17,14 SFGRAVITY, TRENCHES = 1714 SF X 1.0 = 17i4 SFCH,qMBERS = 1714 SF X 0.7 = 1200 SF/ 12 SF / C|-|AMBER = 100 CHAMBERSSIX GRAVELLESS CHAMBER TRENCHES17 'QUICK 4 CHAMBERS IN EACH TRENCHTOTAL 102 'OUICK 4' CHAMBERS/I SE'TBACK CHART\l/--üi-ıE¡SOIL PROFILE TEST PIT NO. 1SOIL PROFILÊ TEST PIT NO. 20'l345b7I9l0DARK BROWN, MOIST TOPSOILDARK BROWN. MOIST TOPSOILSLIP-ON PVCDO NOT GLUETAN SILT CLAY LOAMTAN SILT CLAY LOAMINSULATEDTRACER WREFINISHED GRADE4" DIALEGENDFl topso¡lf,l silt clay loamSEWER LINETOHOUSENO GROUNDWATER OR BEDROCK ENCOUNTEREODURING EXCAVATION/,\ CLEAN OUT DETAIL\9'-------:Ïıæ/ñSOILS LOGV TEfuSTA TO WATER COURSE50'N/ASTA TO WELL'100'235'STA TO HOUSE20'88'SEPTIC TANK TO WATER COURSE50'N/ASEPTIC TANK TO WELL315'50'HOUSE TO SEPTIC TANK12',5'OWTS COMPONENTSANDSETBACKMINIMUMREQUIRED APPROXIMATEPROPOSED -*--.:r GDqPublic.net* Garfield County, CO Overview ,lI l- *1 ..t._-.- I _t o NEW CASTLE GUTIERREZ PAVON, REYES & CARAVEO GONZALE 2412 GRAND AVENUE #5 GLENWOOD SPRINGS CO 81ó01 I /" t. ... I I ..'rl- Legend f-l Parcels Roads Parcel/Account Numbers Owner Name Lakes & Rivers - County Boundary Line 2019TotalActual $145,000 Last2Sales Value Date Price 87647 10/24/2022 $283,000 6/I0/2021 $235,000 I' Account Number Parcel Number Acres Land SqFt Tax Area 20t9MiI Levy R044ó30 218707203002 Physical Address Owner Address4 0 o23 65.5390 D ate cr e ale d: 3/ IO/2O23 Last Data Uploaded:3/lO/2O23 3:28:32 AM D ev e I ooe d bvGì FSl.f,S"dçl 3110123,2:18PMqPublic.net - Garfield County, CO - propefi Record Card: R0¡14630G)qPublic.net'" Garfield County, COSummaryAccountParcelPropertyAddræsLegal D€scr¡pt¡onAcresLand SqFtTaxAreaM¡llLeWSubd¡vis¡onR044ó30274707203ú2,NEWCASTLE,CO 81647Section: 7 Township: 6 Range: 91 NW Subdivision: GTLEAD GARDENS Loù 2 14.L7 ACI4.77023ó5.5390GILEADGARDENSView MapOwnerGUTIERREZ PAVON, REYES &CARAVEO GONZALE2412 GRAND AVENUE #5GLENWOOD SPRINGS CO 81ó01LandUnitType 1AC TO t/T 5 AC - 0520 (VACANT LAND)SquareFeet 0Actual ValuesAssessed YeãrLând Actuallmprovement ActualTotalActualAssessed ValuesAssessed YearLand Assessedlmprovement AssessedTotal AssessedTax HistoryTaxYearTaxes Billedm22$2,755.92202r20m$42.292022$14s,00o.0o$o.oo$145,000.m202r¿$42,oso.oo$o.oo$42,050.q)2019$39.80N¿L$2,5óo.oo$o.oos2,560.0020.21$74o.oo$o.oo$7¡10.0020ta$s4.ó8https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&pageTypelD=4&pagetD=g447&KeyValue=R044630$e.2o1t3 3110123,2:18 PMqPublic.net - Garfield Count¡ CO - property Record Card: R044630Click here to view the tax inforFation {orthis pe&el-Ð$e-çArñeld_C9Cnlly_rrçgågIgll-weÞSjlÊTransfersSaleDate DeedTypeTOI24I2O22 SPECIALWARRANTYDEED6IT0/202T SPECIALWARRANTYDEED8l2O/2O73 WTHDRAWALOFNOTTCE6l6l2ot3 NOTTCE70/6/2007 permit9/1412ú7 ptar9/U2OO7 EASEMENT812912æ7 DECLARATTON8/29/?æ7 SUBDIVISION IMPROVEMENTS8/28/2@7 EASEMENT6/26/2007 AGREEMENT71t3/2W3 RESOLUTTON3/74/2æ3 CoRRECTIONQU|TCLATM7/t3t2OO3 QUICLATMDEED!/T3/2æ3 STATEMENTOFAUTHORITYU2U2@t BOUNDARyLTNEADJUSTMENTu2a2oo1 QU|TCLAIM DEED4/t3/7999 QU|TCLA|M DEED4/73/7999 QU|TCLA|M DEED4/73/7999 QUICLATMDEED6/4t799A QU|T CLATM DEED614/t998 QU|TCLA|M DEED9/9/!994 WARRANTYDEEDI2/3YL9AO WARPÁNryÐEED5ta/7979 QUr CLATM DEED5/A17979 WARRANTyDEED4/30/1973 WARRANTyDEED6/6/1969 WARRANTYDEEDReception Number980óó5?s7e7283953883ó53ó2331e5æ3rr¿733leá73?1247931937272s964q1e362s2466I8929ó1892.8575:13257sïÌg5!4778s4411.q5441185??632s2864?4682793-1090??94830ë€3'243549Book - PageSale P¡ice$283,000$235,0O0$o$o$o$o$o$o$o$o$o$o$o$o$o$o$o$o$o$o$o$o$32ó,000$lo,soo$o$o$o$o194GA691535-775t462-370t42A-4377428-436122A-4407228-4377L25-329tt25-32A1725-3271081-00481077-OA740975-042905ó3-012t40529-067?o528-O2960443-051óo402-o263Property Related Public DocumentsCl¡ck here to vLew PrqpS¡lv ¡elgjed-E!þ!ç-Docgllgn.lgPhotoshttps://qpublic-schneidercorp.com/Appl¡cation.aspx?ApplD=1038&LayertD=22381&pageTypelD=4&pagetD=9447&KeyVatue=R0446302t3 3110123,2:18 PMNo data available for the follow¡ng modules: Buildings, Sketches.i"he'Jarfi f ..ù{.liìivl-lrssc'.i\it.: ìff .¡ *t : t, "i tií¡¡ li: ¡ir¿¿ji¡1 the /ìsi ii(.(ìt-jtÌi!,: ììi]lì: :Ì:fel:ìtitìil [)lìi,ì sali .ir it :tir¡qttrit.irå; ,¡r¡l.1ii::v:i-ufij(]r,ìí rj,i.n-:lt r:,r1,¡.n^, .,,[c¡l,thç:P:i.v-a.cy-P.s!!cyÇ-QP,3^P-ri,v:cy,t-'lol!_c,çþ-sl Dala.Uplp¡d: s / tp-/ 2Q2-Q, I:28 :32- SSqPublic.net - Garfield County, CO - property Record Card: RO¿14630ìrrt icn F()sìì ¡-ìÌ.-., llt rr.t r r¡ t;¡1 ¡¡ ¡r1¡p,t,taSr.iiI llJì1liß.iJrl r:; ir¡plied ":rt pl rivtii:d fc¡ i.íle n:f: llerûiiì, ir! ilse û¡iJçueloir.:d b;-l.)Fslunr4srVcrsir.l ?,3.115ihttps://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&pageTypelD=4&pagelD=92147&KeyValue=R0¿146303/3