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Home My WebLink AboutEngineer's OWTS Design Plan129 Cnrrus L-arur CRRsoruoRLE,CO At623 970.309.5259 cnn La. os-reE R G @ ctvtAr L. cor\4 stttl"t'I( : ( :( DNst I f .'t'Il\(* October 30,2024 Project No. C1916 David Jones d richmond iones@gmail.com Su bsurhce lnvestigation and Onsite Wastewater Treatment System Design 3-Bedroom Residence + Future 2-Bedroom ADU 6533 CR 214 Garfield County, Colorado David, CBO lnc. perfonned a subsurfae,e investigation and completed an onsite wastewater treatment system (OWTS) design for the subject property. The 1.559-acre properly is located outside of New Castle, in an area where OWTSs and wells are neoessary. Legal Description: Section: 4 Township: 6 Range: 91 TR OF LAND lN LOT 4 1.56 ACRES Parcel lD: 2181-042-00-013 SITE CONDITIONS The property is cunently developed with a 3-bedroom residence, originally constructed in 1962, that is being renovated. No doc,unentation was available from Garfield County Land Explorer on the existing OWTS serving the residence. A detached 2-bedroom accessory dwelling unit (ADU) is also proposed. The existing OWTS will be propedy abandoned. The proposed design willaccommodate both the existing residence and the proposed ADU, The residences will be served by a private well on flre proper$. The well is located to the north of the existing and proposed residence. An additionalwell is located on the property to the west, nearthe shared property line. Both wells are located greater than 50-bet from the proposed septic tank and greater than 1O0-feet from the proposed soil treatment area (STA). The proposed soiltreatment area (STA) location has an approximate five perent slope to the south. The proposed area is vegetated with native gmsses and some trees that may need to be removed. There is an existing driveway off the county road that runs to the north in the southwest portion of the property. This driveway will be abandoned. The soils in the area of the driveway are unlikely to have been compacted because soils contain minimalclay. There should be no haffic or staging of material over the future STA site to avoid compaction of soils priorto construction of the STA. Page2 SUBSURFACE The subsurface was investigated on ftober 16, 2024 by digging two soil profile test pit excavations (Test Pits), A visual and tactile soil analysiswas completed by Carla Ostberg atthe time of excavation.l The materials encountered in Test Pit#1 consisted of light brown sandy loam to a maximum depth explored of 7.5-bet. No bedrock or groundwater was en@untered. The materials encountered in Test Pit #2 were consistent wi$r those encountered in Test Pit #1 . Test Pit #2 was excavated to a maximum depth explored of 7.S-feet. No bedrock or groundwater was encountered. A sample of the soil was taken from Test Pit #1 at 4-feet below grade. Soil structure grade was moderate. The soilformed a balland a weak ribbon less $an 1-inch in length before breaking. Soil structure shape was blocky and consisten@ was friable. Soiltexture was more gritty than smooth. We have researched soils in the area through USGS Web Soil Survey. The report is enclosed. The area of the proposed STA is identified by map unit symbol 51. The map unit name is Onley loam, 3 to 6% slopes. The soil is onsistent with Soil Type 2, Sandy Loam, with moderate structure grade. A long-term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the STA. lf soils in the area of the former driveuay appear compacted (dense), this office must be contacted for mitigation measurcs which would include removing the compacted soils and importing approved sand filter material. Test Pit#1 Backfill ' Carla Ostberg holds a Certifcate of Attendance and Examination from the CPOWVisual and Tactile Evaluation of Soils Training. Page 3 Profile Sieved s€lmple Ribbon less than 1-inch Test Pit#1 Page 4 View of Test Pits and Test Pit#2 DESIGN SPECIFICATIONS Any existing OWTS components serving the existing residence must be properly abandoned. The existing septic tank should be removed or pumped and ttre top, bottom, and sides crushed and any remaining void filled with onsite materials. The existing STA will be abandoned in place or if a component with any type of void is discovered, it should be pumped and filled, as needed. Desiqn Calculations: AverageDesignFlow=(T5GPDx2people/bedroomx3Bedrooms)+ZSGpDx2people/bedroomx2 Bedrooms) = 750 GPD LTAR = 0.6 GPD/SF 750 GPD / 0.6 GPD/SF = 1250 sF x 1.0 (gravity trenches) x 0.7 (chambers; = g7s sF 875 SF / 12 SF/chamber = min. 73 'Quick 4' Infiltratofl$ chambers The OWTS design is based on 3-bedrooms in llrc residence and 2-bedrooms ln the ADU. An average daily wastewater flow of 750 GPD will be used. Page 5 For the purposes of this OWTS design, Benchmark Elevation has been established as 100' (Finished Floor of-existing 3-bedroom residence). CBO Inc. should be notified of any discrepancies or problems with grade etevations of proposed components during installation of the OWTS. *Elevations are based upon standard 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 sewer line serving the future ADU will be installed at the time of construction of the ADU- The system installation must include a 1S0O-gallon, two-compartment lnfiltrator@ poly septic tank with an Orenco@ Biotube effluent filter on the outlet tee. Risers must bring the manhole lids to grade for access. lf more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. 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 13 'Quick 4' Standard Plus lnfiltrator@ chambers for a total of 78 chambers and 936 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. lnspection ports must be installed atthe 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 e19!ne9rs in this area- GBO 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. Minimum ElevationOWTS Gomponent Approximate horizontal min.3.75" fall distance 15'l min. 2o/otall IPrimary Tank lnlet lnvert Approximate horizontral distance 14' I min. 1o/o fall I min. 1.75" fall Distribution Box Approximate horizontal distane 23' to fu rthest trench I min. 1o/o fall to STA / min. 2.875" tall lnfiltrative Surface COMPONENT MANUFACTURER MODEL NO.I COMMENTS Septic Tank lnfiltratoflD M-1530-2CP septic Effluent Filter Oreno@ " diarneter full size filter Tank Risers and Lids Orenco@ IDoubl+walled PVC Risers and Itios (z+" diameter) I Distribution tsox Polylok lDistribution box, risers, lid, flow lequalizers (6) Chambers lnfiltratoflD -Quick 4' Plus Standard Chamber lZ8'Ouick 4'chambers Page6 Construction must be according to the jurisdiction's adopted On-Site Wastewater Treatment System Regulations, the OWTS Permit, and this design. PERMIT APPLICATION INSTRUCTIONS An OWTS PermitApplication must be submitted to Garfield County Environmental Health Department. https://www.qarfield-countv.com/environmental-health/filesqcco/sites/16/OWTS-Application-Complete- PacketDec.-20't9.pdf. lf the OWTS PermitApplication willbe submifted with a Building Permit Application, it should be submitted directly to Garfield County Building Department. All questions regarding permit submission can be directed to Garfield County Environmental Health Department, 970-945-6614 x81 50. INSTALTATION 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 offie in advance of installation. Any additionalconditions in this design or county permit must be completed and documented priorto finalapproval of the OWTS installation. Communication between the installerand 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. shouH be notified 48 houri in advance to observe the installation. ln an effort to improve the accuracy of the record drawing, we request that the installer provide a sketeh of the installation, including path of the sewer linesn water line installation (ii applicable), septic tank location, STA location, and measurements from building comens or anothli fixeO gbigcts on the property. This sketch is most easily provided on Sheet tnB.O ottne 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 w1fi successional species. No trees or shrubs, or any vegetation requiring regular inigation shali 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 @ver. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS seruieing theproperty. The property owner is responsible for maintaining seruice contracts for manufactured Jnits, 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! PageT 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. lf an effluent filter or screen has been installed in the OWTS, we re@mmend this filter or screen be cleaned annually, oras needed. lf the OWTS consists of a pressurized pump system, we re@mmend 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 dnains. Loading ftom 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. ADD]TIONAL 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 potentialto 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 submifted. lf soil conditions encountered are different from conditions described in report, CBO lnc. should be notified. AIIOWTS 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. (a,,[a C*hu,g Carla Ostberg, MPH, REHS Sheet 1 0F 4 w1 .0 Date: 1Ol3Ol2O24 Designed by: CBO Drawn by: DD 6 c c]v m€STA * I :{*: a i' .J': I eir TP2 TP1 a N swz&r 2w .olillt tnw? ttnogP 660f c?ailry 80/2 afJt0" 6 ?&rer riur,,ymuB,gw SCALE: 1 = 50'=0"n It b fliEznr afiD 22vt tnwT tiRoET860' COAtZrSd/2 2t140" 6 PtleE 7/Utrtymdn,ga? 35,75 .m.OA D t:rArrm,r3, trAt',,rjEntnS 8699 6?An r 80/2 2fJ thetO" A nE/eE 7/UAETma?,gz? I a 2-BEDROOM ADU 3.BEDROOM RESIDENCE ROPERry LINE -COUNTY ROAD 214 I THE LOCATION OF PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERry SURVEY. TXC IOCNTIOTTS ARE APPROXIMATE. IT IS THE HOMEOWNERS'DUryTO ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS ARE ACCURATE. PROPERry LINES AND SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALED FOR PRINTING ON 11" X 17" PAPER. /aSlTE PLAN CALL 811 FOR UTILITY LOCATES\-7 1'- 5O' - 0- Roaring Fork Land & Home, lnc. 6533 CR 214 Garfield County, Colorado Project Number: C1916 oa I .:1. ;.a .,::: 645/ .f' Water dtP f fuicg, A@ ,&oru throttdt ahJcctprqtty to thc thcNttl,ot adJotthtgptcd Rac. na lrJOil gg,-l Uffilty tutc t+F * Pagc toRcfs Wcllw 2of2 DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 1OI3OI2O24 oE Dr U J'1.E2) 'r \:. xgg&98'tn& E t (N a lau aEw5i657.Ji6' Fnd. Alumts vldc Pbc l o ( 33 Four Wheel Drive Road Carbondale, Colorado 81 623 Phone 970.309.5259 carla@allserviceseptic.com Sheet 2OF 4 w2.0Date: 1013012024 Designed by: CBO Drawn by: DD 'l-. j l -l- .l :' t-l I trtritr:Tffi SCALE: 1" = 20'-0" N z :t BM1 3-BEDROOM RESIDENCE oo !E ,.#l o RE 2-BEDROOM ADU -i:: -rt'i'i .5 *e d5 Roaring Fork Land & Home, lnc. 6533 CR 214 Garfield County, Colorado Project Number: C1916 1 (t! -f '{1-l L -' , /rllAJ :"'.- i; o s r\ 4" DIA SDR.35 SEWER PIPE WITH CLEANOUT MtN 2% FALL TO TANK\l ' I \ 1 sOO.GALLON, TWO.COM PARTMENT SEPTIC TANK WITH EFFLUENT SCREEN 4'DIA SDR.35 SEWER LINE TO D.BOX (1% FALL TO D-BOX) 10'MlN ! @a' DISTRIBUTION BOX WITH ACCESS AT GRADE LINE TP CorI Cqroge Gra, req,B* B |{l IIbF : : .1... ' ..r e@ oQ b TP2 ov m€ oQ I Tl2s / rre/s Ir#t,rfi!* .QUICK.4'CHAMBER 6 TRENCHES WITH 1 TRENCHES. 3 CHAMBERS PER TRENCH CHAMBERS AND 936 SF. Trlsr FORrfl-p A TOTAL OF 78 =bTI .t 4" DIA SDR.35 DISTRIBUTION LINE TO EACH TRENCH (MrN. 1% FALL TO TRENCH) 4" DIA SDR-35 INSPECTION PORT AT BEGINNING AND END * OF EACH TRENCH E \ CBO lnc. 129 Cains Lane Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com IIIIIIIIIIII' IIIIIIITIIIIIIIIIIITIIIIII IIilTIIIIITTIITIIIIIIIII!II DISTRIBUTION BOX WITH ACCESS AT GRADE GRAVELLESS'QU|CK4' CHAMBER(a'x 3') 4" DIA SDR-35 EFFLUENT PIPE FROM SEPTIC TANK SLIP.ON PVC DO NOT GLUE INSULATED 13 CHAMBERS PER TRENCH TRACER WIRE FINISHED GMDE 4" DIA SDR-35 INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH 4 INFILTRATOR END PLATE 4'DIA SDR-35 SEWER LINE TO TANK TO HOUSE - PIPES PLACED IN TOP PORT CHAMBER END PLATES 4' DIA SDR-35 DISTRIBUTION LINE TO EACH TRENCH (MtN. 1% SLOPE TO TRENCH) SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE BOXAND COVER BROUGHTTO GRADE CAP OR THREADED CONCRETE LID " DIA SDR-35 CLEANOUT ASSEMBLY INSPECTION PORT FINSHED GRADE 4 max L COMPACT SOIL 2'minl BASE TO SUPPORT BOX 4' PVC PIPE CUT TO FIT - 4'min USE HOLE SAW TO CUT THRUTOPOFLIMIT BAFFLE OR ANGLED PIPE TO BE USED EXCAVATION END PLATE SCARIFY GMVELLESS'QUICK.4' CHAMBER (4'x 3') AT INLET ON ^,\ OUTLETS oooo CBO lnc. 129 Cains Lane Carbondale, Colorado 81 623 Phone 970.309.5259 carla.ostberg@gmail.comst.:I.'t. t(' ( ;( )r-s('r.a'I N( ; sl'"w..ffi 6533 CR 214 Garfield County, Colorado Project Number: C1916 Roaring Fork Land & Home, lnc.10t30t2024 ned by: CBO by: DD w3.0 Sheet 3 0F 4 DESIGN 3.BEDROOM RESIDENCE + FUTURE 2.BEDROOM ADU (75 GPD x 2 PERSONS/BEDROOM x 5 BEDROOMS) WASTEWATER FLOW = 750 GPD USE 15OO GALLON, TWO.COMPARTMENT SEPTIC TANK SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAU SF CALCULATED STA = Q/LTAR = 750 / 0.6 = 1250 SF 1250 SF x 1 .0 (GRAVITY TRENCHES) X 0.7 (CHAMBERS) = 875 SF / 12 SF/CHABMER = MlN. 73 CHAMBERS SOIL PROFILE TEST PIT NO. 1 SOIL PROFILE TEST PIT NO.2 0 LIGHT BROWN SANDY LOAM LIGHT BROWN SANDY LOAM LEGEND fS topsoil m sandy loam NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION FINISHED GRADE 2 24'MlN. 3'MlN. F IIJttl lJ- I IF o_[!o 3 4 5 6 7 I I 10 4'DIA SDR-35 SEWER LINE (MtN 2% SLOPE TO TANK, MrN. 1% TO STA) SCREENED ROCK OR SAND FOR BEDDING 8'MIN w4.0 OWTS COMPONENTS AND PHYSICAL FEATURES MINIMUM REQUIRED SETBACK APPROXIMATE PROPOSED SETBACK HOUSE TO SEPTIC TANK 5'8' SEPTIC TANK TO WELL 50'221', SEPTIC TANK TO WATER COURSE 50'N/A STATO HOUSE 20'29', STA TO WELL 1 00'245', STATO WATER COURSE 50'N/A BACKFILL CBO lnc, 129 Cains Lane Carbondale, Colorado 81 623 Phone 970.309.5259 carla.ostberg@g mail.com 6533 CR 214 Garfield County, Colorado Project Number: C1916 Roaring Fork Land & Home, lnc.Date: '1013012024 Designed by: CBO Drawn by: DD Sheet 4 0F 4 Legend6533 CR 214 9125124,10:46AM qPublic.net - Garfield County, CO - Property Record Card: R013090 sf +- ONE 112.0 sf ? t\Jq bN 28' 28' owB s60.0 f -o 4 t2' kAI 8' or ONE 488.0 sf 36' I he Garfreld Cou nty Assessor's Office rnakes every effort to produce the n'lost accurate information possible. No warranties, expressed or i:nplied are provicled for the data herein, its use or interpretation. Data is subject to constant change aild its accuracy and completeness cannot be guaranteecl. I Use[ Privacv Pellc,l I GDPRPTivaE Notic_e Laqt Oata u ple3d:_ilZfl 294,1291:08AM Contact Us Developed by Q sc'1y"e.gg5 9t25t24,10:46AM qPublic.net - Garfield County, CO - Properly Record Card: R013090 Actual Values TaxYear xn4 2{Jf23 m2:t zutt mtn AstualValue 9411,270.00 *471270.fi t291510.00 t291,510.00 t267,750ffi Assessed Values TaxYear 2024 xn!xrn xm minJ AssessedValue Tax History TaxYear $27,5s0.00 $27'550.O0 m23 $20,260.00 xnz $20,8,{Om m2t $19,11{}00 xrzJ Taxes Billed $1,4{)820 Click here to view the tax information for this oarcel on the Garfield CounW Treasurer's website. Transfers Sale Date Deed 6t30t2023 SPECIALWARRANTY DEED Reception Number Book- Pace $1,118.20 $r,297-96 $!,o74.e SalePrie ?47286 $40o,mo u1ano22 INCLUSION 975077 $o LO/tO|7999 QUITCLAIMDEED 554029 LLs6-342 $o 70t8tt999 EASEMENT 554026 tts6-377 $o 6128/1997 POWEROFATTORNEY 554028 1156-381 $o 3126/tee3 WARRANTYOEED o858{181 $o u12/1986 WARRANryDEED 9/T511980 WARRANryDEED Propefi Related Public Documents ellck here tgtyleqPIepclLy &elated Public Documents Photos Sketches hftps://qpublic.schneidercorp.com/Application.aspx?ApplD=1o38&LayerlD=22381&PageTypelD=.4&PagelD=gzt47&Q=1910135766&KeyValue=R013090 213 9125l/24,10:46AM Garfield County, CO Summary Amrnt Parcel ProDerV Address leeal Descrlpdon Acr€s tandSqFt TaxArea Mllllsy 9rbdMsim qPublic.net - Garfield Gounty, CO - Property Record Gard: R013090 ffiRO13)90 2181042mO13 6533 214 COUNTY RD NEWCASTLE CO 41647 Section:4Township: 5 Ran8p: 9ITROFLAND lN LOT4 1.56 ACRES L559 o 144 511150 Map ViewMao Owner ROARING FORK LAND &HOME INC 6809COUNryROAD214 NEW CASTLE CO 81647 Land UnitType SINGLE FAM.RES.-LAND - 1112 (RESIDENTIAI PROPERTY) SquareFeet O Buildlngs Building# Unlts BuildingType Abstract Cod€s/ (Propefi Typel Arcftltectural Style Storles Frerp Actual Year Built BenentArea GrogslhrhgArea Total Hcated SqFt Bedrooms Baths HeatingFuel HeatlngType AirGodiffonlng RoofType RoofCd€r t t SFR SINGLE FAM.RE5.IMPROVEMIS.1212 (RESIDENTIAL PROPERTY) 1-5TRY/BSM 7 WOODFRAME L962 560 Lt6oI,tfi 3 L GAS FORCEDAIR NONE GABLE COMPSHNGL i'l 1,'I-li: (', ci ,,1 l-) hr -Ll i--"i- t. (:-,'t Irr,,tr lr Vitllr:y fili 1 rEtil':'}\7rt{!1 :t?*A i{nl{iiJ trlicl tg$.['l!U t{ffiltr-dltr,;inrn(.. l & f tii,lil:ilx!, i'.{fi{r[..{PI*]iT'H 1J'illyi t' ,li lilllr (llrli 1 i lrlil GDqPublic.net'" Garfi eld County, CO Account RO13O9O Number Parcel Number 2L81O42OOOL3 Acres 2 LandSqFt O TaxArea 144 Mill Levy 51.1150 6533274COUNWRD NEWCASTLE ROARING FORK LAND & HOME lNc 6809 COUNTY ROAD 214 NEW CASTLE CO 8T647 Physical Address Owner Address TotalActual Value Overview Legend f Parcels Roads Parcel/Account Numbers OrnerName i I lakes&Rivers - CountyBoundary Line $4lt27g last2Sales Date Price 6t30t2o2s $4OO,o0onla $ 81647 Datecreatd:9/25/2O24 Last Data Uploaded : 9 I 25 I 2O24 2:31:OB AM Develonea uvlS SCHNStDER GEOSPATIAI GS **:::-:j:3;:-"Map Viewer ; Well Constructed e Final Permit si Ground Water x Geophysical Log c Confluence Point Source Water Route Framewo Lj County Superfund Sites Legend a r- l Location Notes 292 0 146 292 Feet I 1: 1,754 {} This ptoduct is for informational pul.poses and may not have been prepared for, or be suitable for legal, engineeing, or suNeying purposes. Users of this information should review or consult the pimary data and information sources to asceftain the usability of the information. Date Prepared: 1013112024 9:06:00 AM Map Unit Description: Olney loam, 3 to 6 percent slopes-Rifle Area, Colorado, parts of Garfield and Mesa Counties Hydic soil nfing No Data Source lnformation Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 17, Aug 29,2024 TJSDA - Nafural Resources Consewatort Ssrvice Web Soil Survey Nalional Cooperative Soil Survey 10130t2024 Page 2 of 2 Map Unit Description: Olney loam, 3 to 6 percent slopes-Rifle Area, Colorado, Parts of Garfield and Mesa Counties Rifle Area, Colorado, Parts of Garfield and Mesa Counties S0-Olney loam, 3 to 6 percent slopes Map Unit Sefting National map unit symbol: jnyl Elevation: 5,000 to 6,500 feet Farmland classification; Prime farmland if irrigated Map Unit Composition Olney and similar soils: 85 percent Estimates are based on obseruations, descriptions, and transects of the mapunit. Description of Olney Sefting Landform: Alluvial fans, valley sides Down-slope shape: Linear, convex Across-s/ope shape: Linear, convex Parent mateial: Alluvium derived from sandstone and shale Typical profile Hl - 0 to 12 inches.' loam H2 - 12 to 33 inches: sandy clay loam H3 - 33 to 43 inches: gravelly sandy clay loam H4 - 43 to 60 inches: very gravelly sandy loam Properties and qualities S/ope:3 to 6 percent Depth to restictive feature: More than 80 inches Drainage class; Welt drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 7.6 inches) lnterpretive groups Land capability classification (inigated): 3e Land capabil ittl cl assification (no n i nig ated) : 3c Hydrologic Soil Group: B Ecologicalsrte: R048AY306UT - Upland Loam (\Afioming Big Sagebrush) USDA - Natural Resources Gonservation Service Web Soil Survey National Cooperative Soil Survey 10t30t2024 Pagel oI2 Soil Map-Rifle Area, Golorado, Parts of Garfeld and Mesa Counties Map Unit Legend iiap unit symbot Itap Unlt Namo AOrcslnA0l PercgntofAOl 50 Olney loam, 3 to 6 percent slopes 0.5 5.6% 5'l Olney loam, 6 to 12 percent slopes 8.6 94.4o/o Totals for Area of lnterest 9.1 100.0% USDA - l{atural Resources Consewaffon Service Wbb Soil Survey National Cooperalive Soil Survey 'loB0no24 Page 3 of3 USDA =- Natural Resources Conservation Service Soil Map-Rifle Area, Colorado, Parts of Garfield and Mesa Counties Web Soil Survey National Cooperative Soil Survey 10t30t2024 Page 2 of 3 MAP LEGEND MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale, Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source ofMap: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG;3857) Maps from the Web Soil Survey are based on the Web Mercator projection, wttich preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required, This product is generated from the USDA-NRCS certified data as of the version date(s) listed below Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and Mesa Counties SurveyArea Data: Version 17, Aug 29,2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 25, 2021-Sep 5,2021 The orthophoto or other base map on which the soil lines were compiled and digitized probably difiers from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Area of lnterest (AO1) Soils Area of lnterest (AOl) Soil Map Unit Polygons g1 Spoil Area A Stonyspot dB Very Stony Spot V Wet Spot t3 Other .. Special Line FeatureE Water Featurcs Streams and Canals Transportatlon 1-1.1 Rails I lnterctate Highways rry. US Routes , , Major Roads Local Roads Background I Aerial Photography p* Soil Map Unit Lines I Soil Map Unit Points Speclal Point Features qg; Blowout B Borrow Pit X Clay Spot O Closed Depression X Gravel Pit ; Gravelly Spot O Landfill A Lava Flow C3 Marsh or swamp * Mine or Quarry O Miscellaneous Water S Perennial \Ahter \f Rock Outcrop + Saline Spot :.: Sandy Spot €p Severely Eroded Spot * Sinkhole F Slide or Slip @ Sodic Spot B h s R. Soil Map--Rifle Area, Colorado, Parls of Garfield and Mesa Counties ztsplo zr9ua 2EEM ziw Web Soil Survey Nalional Cooperative Soil Survey 3 lo s 3qo 33' 42 N $ 39 33'42fN $ E R fr e E e E g fi B =b * R z&lg) Natural Resources Conservation Service l@ Scde: 1:1,29) f dnbd on A pdraft (&f x 1f) sH. l,leEls015x)60s) 0s102mffi lvlap Holxtin: lthb nae(ebr &rnsodrae; \lES84 EQo tico: LfiM Ane 13I{ VVGS&I = 3 N A 10t3012024 Page 1 of3 390 33 3y N USDA - 3P 333il Item # It-{53G2CP {53O Gallon Thro Gompartment lnflltratol@ Poly Tank 61 TANKTOP HAI'F CONNNUOUS EIESTOMETRIC 175.6"TANK INTERIOR SEAM CLIP (86)TOP VIEW ATIGttffiNT DOWEL(161 TANKBOTTOM HALF ?4'ACCESSFORT wnH LocKrNG LrD (3) tutrffirm.ffi O uto+erenrsEAu sEcroN DETAIL OUTLETTEE TOTALVOL I/sTOTALVOL SIDE VIEW SEAMCLIP r Compliont with CSA ond IAPMO Stondordsr PVC risers ovoilobler Secondory sofety screen ovoiloble with PVC riser o Moximum buriol depth is 48" r Minumum buriol depth is 6"o Tonk is not roted for vehiculor troffic loodingr Exterior of monhole cover includes the following worning: "OlnCen DO NOT ENTER: POISON GASES" LIFnNGSIRAP oYHCAT) END VIEW ffir,rr$*Ian' rltrAn$slE Digging Specs lnvert Dimensions Net Weight Comp.Totol 16' Long x 7' Wide 43" below inlet lnlet Outlet Length width Height 44"175.6"6't.7"54.5"501 lbs.1006 sol 503 9ol 1509 9ol o o €oE o o aoet €oso o o flll II IIII lrl illllllllIrlillltll iill lrl ltl iii!lltIil I I FIBERGI.A$5 SUPPORT 'f Wetcr tWerffir e SYstems o Pmdudg InG. oSenl€ (z{9l3ot6zo{ zflffiooru'$7 P.O.Bo(S Fu: O19) Wrn BHEVldq@-un1 Wrblb: nuw.vallqprcd.ort Enn[:ffi, Nomenclatures tl-in. Biotube FiJter {standard} FT 04 -I Blank = l/8" fiitralionP = 1/16" fittralion Filter diameter (inches) W = fts Type 3034 outlet pipe S = fib Schedule,l0 outlet pipe 0ptions: Elank = no optionsM = flow modulalion plate installedA = float bracket attached Carfidge heighL 28" and 36" are standard Housing height 36" and 44" are standard 0ptions:A = Jloatbraclct FS = 2" oufletorifice FSO = 2"outletorificeandoverfl0wplate* Base inlet model Cartridge height: 14" standard Housing height 22" standard Biotube effluent lilter series 8-in. Biotube Fifter (base inletmodel) FT 08 22- 14 B Filter diameter (inches) 08 =8" Blank = 1/8" fifrationP = .l/16" {ilFation Biotube effluent fllter series - Also available with c0upling and sleeve as a "kit: FI-0VERFLOWKIT t[-in. Biotube JL fincludes carridge and housingl FTJ 04 18 0ptions: Blank = nooptionsM = flow modulati0n plate installedA = float bracket attached Caffidge height (inches) Filter diameter (inches) W = fitsType3034outletteeS = fils Schedule 40 ouflettee Blank = 1/8" fittrationP = 1/16" filtration Junior series Biotube effluent filter series &in. Biotube Fiher lnsert (carridse onlyl Fr i !M ls -n- For customized indicates Norttr oplions (e.9., NC Carolina regions) W = fibType3034oudetteeS = fits Schedule 40 outletlee Cartridge height (inches) Filter diameter (inches) Blank = .l/8" liitrationP = 1/16" filtation lnsert Biotube effluent filter series Distributed By: tl-in. Biotube Effluent Filter Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube@ filter cartidge Solid base Filter housing tl-in. Bistube Jr. Tank wall Riser wall POLYLOK DISTRIBUTION BOX, RISER$, AND LID uD€ox 6 & uD€ox8 DAOXSEAL GI,BYOfiO*8tfirarEA$ 16"SIDECUTOT'T TOACCEPT FOLYLOKSEAL NO.3(xr @@ TEARq'TFOR 4"SDR-350R scHa)-{0 wOrrosclu-E UD€OX O'RISER ROTOfLOW4' I 6" t @ uDaox t2'RISER NOTTOScr,IE FOLYLOCK EOUAl.trER ry.NOTCH'WEIR 1 S1IIFEF @SE.FLET'E"T|o RBSFROI'DE FlTF(nALLf PSED 1 + 20'covER FOR RTSER & D€OX ,vor7t,s/uE GASKETED SEAL ON LID & RISER Wrlrr &Waffir o Syslems r Prcduds Orgl 395€?61 2txFoo m'317 P.O.Bo(95 Fu: O19) gg6\Tt? Bm\Eb' @91u-1 $ftbrlb: wrw.wlblpmd.ort Enu[:tr Mrrnc.oseryte Quick4 Plus Standard Chamber Side and End Views 48" (EFFECTIVE LENGTH) Quick4 Flus All-in-One 12 Encap Front, Side and End Views 34 r 11-2" 13" 8'INVERT t Quick4 Plus All-in-One Periscope oulcK4 ftus (3tr SWVIL ) 12.7" INVERT 8" INVERT 5.3" INVERTl_ 6" QUICKT nUS IL-IN-ONE 12 ENDCAP 5" Quick4 Plus Standard Chamber Specifications Size(WxLxH)34" x 53" x 12" (86 cm x 135 cm x 31 cm)lnvert Height 0.6u, 5,30, 8,O',, 12,7', (1.5 cm, 8.4 cm, 18.5 cm, 22.6 cm)Effective Length 48' (1 22 cm) INFILTRATOR SYSTEMS, INC. STANDAFD LIMITED WARRANTY (a) The structural integrity of each chamber, end plate, wedge and other accessory manufactured by lnfiltrator ( "Units"), when inslalled and operated in a leachfield of an onsite septic system in accordance with lnfiltratoas instructions, is warranted to the original purchas€r ("Holdei ) against defective materials and workmanship for one year from the date that the septic permjt is issued for the septic system containing the Units: provided, however, that il a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty righls, Holder must notify lnfiltrator in writing al its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. lnfiltrato. will supply roplacement Units for Units determined by lnfiltratol to be covered by this Limited Warranty. lnliltrator's liability specilically exeludes lhe cost of removal and/or installaiion of the Units. (b)THE LIMITED WARRANTY AND REMEDIES lN SUBPARAGRAPH (a) ARE EXCLUSIVE. TFIERE ARE NO OTHER WARRANTIES wlTH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOF A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber syslem is manufactured by anyone olher than Infiltrator. The Limited Waranty does not extend to incidental, consoquential, special or indirecl damages. lnfilkator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third pa(y. Specifically excluded from Limiled Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permilted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; lhe placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper slting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any olh€r event not caused by lnfiltrator. This Limited Waranty shall be void if the Holdel fails to comply with all ol the terms set forth in this Limited Warranly. Further, in no event shall lnfiltrator be responsible tor any loss or damage to the Holder, lhe Units. or any third party resulting from installation or shipment, or from any product liability claims ol Holder or any third party. For this Limited Waranly to apply, the Units must be installed in accordance with all sate condilions required by stato and local codes; all other applicable lawsi and lnfiltrator's installation instructions. W I N FI LTRATOR' systems inc, 6 Business Park Road . P.O, Box 768 Old Saybrook, CT 06475 860.577.7000 . FAX 860,577.7001 800.221.4436 www.inf iltratorsystems,comtd) No orjginal representative Holder, The above represents the Standard Limited Wa(anty offered by lnfiltrator. A limited number of slates and counties have diflerenl warranty requirements. Any purchaser of Units should contact lniiltrator's Corporate Headquarters in Old Saybmk, Connecticut, prior to such purchase, to obtain a copy ot the appiicable warranly. and should carelully read that warranty prior to the purchase of Units. of lnliltrator has the authority to change or cxtend this Limited Warranty. No warranty applies to any pariy other than thc THE QUICK4@ PLUS STANDARD CHAMBER u.s. Palenrs: 4,759,661; 5,0 1 7,041; 5,1 56,488; 5.336,0'l 7; 5,401,1 16; 5,401,459; 5,51 1,903; 5,716,163; 5,588,778: 5,839,844 Canadian Patents: 1,329,959i 2,004,564 Other palents pending. lnfiltrator, Equalizer, Quick4 and Ouick4 Plus are registered trademarks of lnfiltratol Systems lnc. lnfiltrator is a registered is a registered trademark in Mexico. Contour Swivel Connection is a trademark of lnfilkator Systems ,nc. @ 2009 lnfiltrator trademark in France. lnfiltrator Systems lnc Systems lnc. Printed in U.S.A.PLUS0510r 0tSl-2