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Home My WebLink AboutOWTS DesignRECEIVED IAN 2 7 2t22 GARFIËLD COUNTY COMMUNITY DEVELOPMENI] 29 CAINS LANE CARBoNDALE, CO 41623 970.309.5259 ceRLe. osraE Rc@c fvtRI L. cot\4 sttl"t'I< : (:()l\rs(,tf -'|.ri\<; January 22,2022 Project No. C1690 Tom Will tom@aspen insulation.com Subsurface lnvestigation and Onsite Wastewater Treatment System Design 5-Bedroom Residence 4744 CR 115 Garfield County, Colorado Tom, CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 5.O-acre property is located outside of Glenwood Springs, in an area where OWTSs and wells are necessary. Legal Description: Section: 28 Township: 6 Range: 88 A TR lN LOTS 5 & 10 Parcel lD 2187 -282-00-122 SITE CONDITIONS A 4-bedroom, single-family residence presently exists on the property. The residence is served by an existing OWTS. The OWTS consists of a 1000-gallon, two-compartment concrete septic tank followed by a soil treatment area (STA) consisting of an 18' x 34' absorption area with 3' of gravel under the distribution piping. Garfield County lndividual Sewage Disposal System Permit 1416 documents this system. The system was sized to accommodate 3-bedrooms. The permit received final approvalfrom Garfield County on April 12,1985. The existing OWTS will be abandoned and replaced with this proposed OWTS. The residence is currently served by a private well on the property. The well is located on the southern portion of the property with the water line running to the residence along the western property boundary. We have approximated the well location as the well was not located on the survey. The well is located greater than 1OO-feet from any OWTS component and the water line is located greater than 25-feet from any OWTS component. There is a natural dry drainage between the residence and the proposed STA. The existing STA is located in this drainage. The proposed STA will be located on a relatively flat area to the south of the drainage. The 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. Page2 SUBSURFACE The subsurface was investigated on December 22,2021 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 medium brown clay loam to a maximum depth explored of 6.O-feet where backhoe refusal was encountered due to a large boulder. No bedrock or g roundwater was encountered. The materials encountered in Test Pit #2 consisted of medium brown clay loam to a maximum depth explored of 8.O-feet. The existing STA was encountered at approximately 2 to 3-feet below grade with evidence of saturation. No bedrock or groundwater was encountered. A sample of the soils was taken from Test Pit#2 at 3-feet below grade. Soil structure grade was moderate. The soilformed a ball and a ribbon I to 2-inches in length before breaking. Soil structure shape was blocky and consistence was friable. Soil texture was both gritty and smooth. STA sizing is based on Soil Type 3, Glay Loam with weak structure grade. An over-excavated, unlined sand filter with minimum 2-feet of sand filter material (Secondary Sand) is proposed. A long term acceptance rate (LTAR) of 0.65 gallons per square foot will be used to design the OWTS. Test Pit #1 - refusal on large boulder Backfill ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOWVisual and Tactile Evaluation of Soils Training. Page 3 Test Pit #2 backfill Test Pit #2 (encountered existing STA),* ' ':' i¡ '. .i'. .. +: edge of STA encountered (saturation) Page 4 Sidewall Effluent from end of existing STA Ribbon 1 to 2-inches in lengsample Page 5 View of existing STA in the natural dry drainage DESIGN SPECIFICATIONS The existing septic tank will be abandoned pumping and crushing the top, bottom, and sides and filling the remaining void with onsite material. The existing STA will be abandoned in place. Desion Galculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 150 GPD (4th and Sth Bedrooms) = 600 GPD LTAR = 0.65 GPD/SF 600 GPD / 0.65 GPD/SF = 923 SF The new OWTS design is based on 5-bedrooms. An average daily wastewater flow of 600 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as the sewer line existing the residence as 100'. CBO lnc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. *Elevations are based upon standard OWTS installation practices. Component elevations may change during installation due to site conditions. OWTS Gomponent Minimum Elevation Primary Tank lnlet lnvert Approximate horizontal distance 20' I min.2o/o fall to seotic tank / min. 5" fall Pump chamber Approximate horizontal distance 97'l min. 1% fall I min.12.125" lall Automatic Distributing Valve Approximate horizontal distance 60'/ min. 1% rise to ADV / min.7.5" rise lnfiltrative Surface Approximate horizontal distance 3' / min. 1% fall I min.0.375" fall Page 6 The sewer line exiting the residence will be replaced with a minimum 4-inch diameter SDR-35 sewer line with a double-sweep clean out and minimum 2o/o grade to the septic tank. The system installation must include a 15OO-gallon, two-compartment poly septic tank with an effluent filter on the outlet tee. A 4-inch diameter SDR-35 sewer line will run from the septic tank to a pump chamber located at a low point, crossing the natural dry drainage. A 5O0-gallon, single-compartment poly pump chamber with an Orenco@ ProPak and Orenco@ PF3005 pump will be installed. Risers must bring the manhole lids on both tanks to grade for access. lf more than one riser is added, extension handles must be installed on the effluent filters and float tree. The floats should be set to dose approximately 90 gallons each pump cycle, allowing approximately 6 gallons of drain back after each pump cycle. A pump curve is enclosed. The control panel for the pump must be located within line of sight of the pump chamber. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. Table Effluent will be pumped through a 1.5-inch diameter pump line from the pump chamber to an Orenco@ automatic distributing valve (ADV), model 6402. This pump line must have a minimum 1o/o grade for proper drain back into the tank after each pump cycle. The ADV must be placed at a high point in an insulated riser with access from grade. Screened rock must be placed below the ADV to support the ADV and to assure the clear pipes exiting the ADV remain visible for future inspection and maintenance. Effluent will be pressure dosed through I .5-inch diameter distribution lines to two zones in a 12' x 77' bed. A minimum of 2Jeet of sand filter material will be installed in the over-excavated footprint. Sand filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.15 and 0.60 mm. The uniformity coefficient must be 7.0 or less. Material meeting ASTM 33, for concrete sand, with three percent or less fines passing 200 mesh sieve may be used. A gradation of the sand media must be submitted to this office prior to obtaining the sand. Laterals will be connected with 1.5{nch diameter level manifolds. Laterals used to disperse the effluent must be surrounded by washed coarse screened gravel or crushed stone (minimum 6-inches below and minimum 2-inches above laterals). All of the gravel or stone must pass a 2 lz-inch screen and must be retained on a 3/¿-inch screen. Laterals must be 1.5-inches in diameter with 5/32-inch diameter orifices facing down, spaced 4-feet on center (OC). We recommend Orenco@ Orifice Shields be installed on the laterals at each orifice. Laterals will begin 2-feet from the edges of the filter, with 2-feet between the middle laterals and 3- feet between the laterals that are connected with the manifold (see W3.0/1 STA Plan). Each 1.5-inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric should be placed over the gravel layer followed by approximately 1-foot of topsoil or other suitable soil able to support vegetative growth. lnspection ports must be placed in each corner of the bed. 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. Max = 156 gal. (600 GPD x25% + 6 qal drain back) Min.72 gal. (16.5 gal x 4) + 6 gal drain back Dose Range 6 gallons drain back (60' / 1.5' diameter oump line) Dose Setting 90 gallons/dose 500 gallon single-compartment lnfiltrator@ polv pump chamber 7" onlolÍ float separationFloat Separation 28.3 feet total dynamic head (TDH) Pump Criteria 25.9 gallons per minute (GPM) PageT Construction must be according to Garfield County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. 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 offìce 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 location, and measurements from building corners or another fixed objects on the propefi. 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. COMPONENT MANUFACTURER MODEL NO COMMENTS Septic Tank lnfiltrator@ Item # lM-1530-2CP 2-compartment poly septic tank Effluent Filter Orenco@ Full size 4-inch diameter effluent filter Pump Chamber lnfiltrator@ Item # lM-540-HH Single compartment poly pump chamber with HH pump Pump Orenco@ PF300511%HP 120 Volt B¡otube ProPak Pump Packaqe orenco@ BPP30DD Vault, Filter, Control Panel ldemand dose) Tank Risers and Lids Orenco@ Double-wallecl PVC Rlsers and Lids (24" diameter) ADV OrencoG)vb,402A.1.b" lnlet and ouilets ADV RISET ANd LId ()renco@ Double-walled PVC Risers and Lids (30" diameter) Orifice Shields Orenco@ OS150 1.5 inch diameter U2total) Flush¡ng Assemþly Orenco@ 1.5" diameter (2) 45" or 90" long sweep only 14 total) Page 8 REVEGETATION REQU IREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. lf an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. lf the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDIT¡ONAL CONSTRUCTION NOTES lf design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high- water conditions and shall be connected to a control breaker separate from the high-water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in the excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. LIMITS: The design is based on information submitted. lf soil conditions encountered are different from conditions described in report, CBO lnc. should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Page 9 Please call with questions. Sincerely, CBO lnc. Carla Ostberg, MPH, REHS fur" Reviewed By: Romeo A, Baylosiq PE :ffiü Í-26-2022 a Pump Selection for a Pressurized System - Single Family Residence Project WillResidence Parameters Discharge Assembly Size Transport Length Before Valve Transport Pipe Class Transport L¡ne Size Distr¡buting Valve Model Transport Length After Valve Transport Pipe Class Transport Pipe S¡ze Max Elevation Lift Man¡fold Length Man¡fold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Cless Lateral Pipe S¡ze Or¡fice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 300 inches 250 inches 200 feet 150 Calculations 100 1.25 60 40 1.50 6402 40 1.50 10 J 40 1.50 4 75 40 1.50 5t32 4 Ã None 0 inches feet feet inches feet feet inches inches feet feet inches feet oorL Io tt .BoE .9 E IUc ê tû P M¡nimum Flow Rate per Or¡f¡ce Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Dlfferential l svLast Orifìce Transport Velocity Before Valve Transport Velocity After Valve Frictional Head Losses 0.68 38 25.9 2 2.7 4.1 4.1 gpm gpm o/o fps fps 50 PumpData 5 't0 15 20 25 Net Discharge (gpm) 30 35 40 Loss through Discharge Loss in Transport Before Valve Loss through Valve Loss in Transport after Valve Loss in Manifold Loss ln Laterals Loss through Flowmeter 'Add-on' Friction Losses Pipe Volumes 4.7 2.4 5.8 0.1 0.0 0.3 0.0 0.0 feet feet feet feet feet feet feet feet 0 0 end Vol of Transport Line Before Valve Vol of Transport Line Atter Valve Vol of Manifold Vol of Laterals per Zone Total Vol Before Valve Total Vol After Valve 6.3 0.3 0.3 15.9 6.3 16.5 gals gals gals gals gals gals PF3005 High Head Effluent Pump 30 GPM, I/2HP 1151230V 1Ø 60ïz,200v 3Ø 6OHz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 1Ø 60H2, 200/460V 3Ø 60Hz PF3010 H¡gh Head Effluent Pump 30 GPM, 1 HP 23oV 1Ø 60Hz,200146ov 3Ø 60Hz PF3015 H¡gh Head Effluent Pump 30 GPM, 1-1l2HP 230V 1Ø 60H2.20012301460V 3Ø 60Hz I 5 It \\ t r\ System Curve: - Pump Curve:- Hump uprmar Kange: Operating Po¡nt: O o Deslgn Point: gpm feet f\I / uor*urto* coul?T Q6' RESIDENCE + 1 FUTURE BEDROOM t¿t '?ô,( ¡\ ( \\\ STORY WOOD \\ )ssIELr frNCr ár GRAWLDRIW sflrD GARAGI \\ N \ I \\\\\\\\ 0' 10' 20' Scalè: 1" = 20'=0" DÈ.c,tr SEPTIC TANK TE LOCAÏION OF - NATURAL DRY DRAINAGEilil t) il t/t/l l // rRrN1l I I LINE / oo2 sf-b) c\f(o oo \\ {t{{ ll Ì )) \\ / //// ll ìì aoV'))) /.''tvELt / DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 01 I 2212022 II il É STA It! É.o THE LOCATION OF PROPOSED II\,,IPROVËMENTS SHOWN ARE ltNOT THE RESUL OF PRôPERTY THESURVEY LOCATIONS ARE APPROXIMATÊ.THE HOI\4EOWNERS'DUIY TO ENSURE ALL CONSTRUCTION PRÕPERTYAREACCURATE. SHOULD BE CONFIRMËD PRIOR EXCAVATION.TO SCALED FÔR PRINfING 11"ON X 17"PAPER. IT iltt Ix TP PU MP CHAMBER iltl ltil TP1+ AND II\.,IPROVEMENT LOCATIONS I LINES AND SETBACK DISTANCES CBO lnc. '129 Ca¡ns Lâne Carbondâle, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com WillResidence 4744 CR 115 Garfield Counly, Colorado Project Number: C1690 Dale: 0112212022 Designed by: CBO Reviewed by: RB Drawn by: DD Sheet 1 0F 4 w1 .0 4-BEDROOM RESIDENCE T 1 FUTURE BEDROOM o o 1S OD N GAl'AÇE ì SCALE: 1" = 20L0" DECKS [-s¿ uNA APPROXIMATE LOCATION OF NATURAL DRY DRAINAGE 4" DIA SDR-35 SEWER PIPE WITH CLEANOUT. SEWER LINE.2' BELOW GRADE. MIN 2% FALL TO TANK EXISTING SEPTIC TANK TO BE ABANDONED CLEAN OUT ñ BM 100'4' DIA SDR.35 SEWER PIPE MIN 1% FALL TO PUMP CHAMBER NEW 1 SOO.GALLON 2-COMPARTMENT POLY SEPTIC TANK, RISERS AND LIDS TO GRADE NEW sOO-GALLON PUIVIP CHAI\,4BER WITH AN ORENCO PUMP PACKAGE, AND LIDS TO GRADE IF ANY PORTION OF THE SEWER LINE IS SHALLOW (LESS THAN 18") DUE TO THE DRAINAGE, INSULATE WITH BLUE BOARD, AS NEEDED. TP1 EXISTING 18'X 34'STA TO BE ABANDONED + rP2+ 1.5" DIA SCH4O PUI\,4P LINE. (MIN 1% DRAIN BACK TO TANK) ADV MODEL 6402 AT HIGH POINT, ACCESSIBLE AT GRADE RTC CH 1.5' DIA SCH.4O PVC PUMP LINE TO EACH BED 1.5' DIA SCH-40 LEVEL MANIFOLD I I I ¡ I ¡ / ¡ I 12' x 77' PRESSURE DOSED, OVER-EXCAVATED, UNLINED SAND FTLTER (MtN. 2'ASTM C-33 CONCRETE SAND) WITH FOUR 1.5" DIA SCH.4O PVC LATERALS. to+ oo t-{ O) l+., OO 1.5' DIA SCH-40 PVC LATERALS W/ 5/32' ORIFICES FACING DOWN,4'O,C, FLUSHING VALVE AT END OF EACH LATERAL INSPECTION PORTAT CORNER OF EACH BED WillResidence 4744 CR 115 Garf¡eld County, Colorado PrÕjecl Number: C1690 by: RB DD Detê'. 0112212022 by: CBODesigned Reviewed Drawn by: w2.0 Sheet 2 0F 4 CBO lnc. 129 Cains Lane Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmall.com CBO lnc.129 Ca¡ns LaneCarbondale, ColoEdo 8'1623Phone 970.309.5259carla.ostberg@gmail.comt32'.5'DIA SCH4O PVC I-ATÊRALS1.5'DIA 3CH.4O PUMP LINE.(MIN 1% DRAIN BACK TO TANK)LATERALS SURROUNDED AYGRAVEL, 6" UNDER LATERALS ANO 2"OVER LATERALSWITH 5/32'DIA ORIFICES FACINGDOWN AT 4'O.C. INSTALL ORIFICESHIÊLD ON EACH ORIFICEADV MODEL 6402 A1 HIGH POINTACCESS BLE AT GRADE1.5'DIA SCH4O TATERALSW|DE BEDINSPECTION PORTS AT CORNERSOF BEDVALVE ATEND OF EACH LATERAI-SEPARATION FABRIC OVER 1.5"LATERALS.ISTA PLAN\rr--rq-æ1.5' DtA SCH-40 PVCFLUSHING VALVÊSINSPECTION PORT AT EACHCORNER10" DIA VALVE BOXWITH SECURED LIDWITH 5/32' DIA ORIFICES FACINGDOWN AT 4' O.C. INSTALL ORIFICESHIELD ON EACH ORIFICE,I.5' PVC SLIP X MALEPIPE THREADADAPTER WCAPLANDSCAPE FABRICON GRAVEL1.5' DIA BALLVALVESND FITTER MAER&"SECONDÆY SNTEFFECTIW slZE = 0.15- 0.06 mmuNlFoRMIY COEFFTCTENT :7.0% FINES PASSTNG t200 SIEG:3.0FILTER MEDIA1.5'DIA SCH-40 PVCLONG SWEEP SO' ELBOWIUIN. ÈINCHES UNDER LATERALS¡,IN. 2-INCHES OVER LATERALSALL FLUSHINGVALVE ECCENTRIC TOCENTER OF VALVE BOX1.5" DtA SCH-40 PVCLATERAL/:SAND FILIER SECTION\¿r-ffi/I FLUSHING VAL\E DETAIL\9'-r6nr.fii1't1 0"-t{,tN.WillResidence4744 CR 115Garfield County, ColoradoProiectNumber: C1690lDeÍe: o1t22t2o22loes¡gneo oy: ceolReviewed by: RBlDrawn bV: DDw3.0Sheet 3 0F 4 CBO lnc.1 29 Cains LaneCarbonda¡e, Colorado 81623Phone 970.309.5259carla-ostberg@gma¡l.comDESIGNSTA TO WATER COURSE50'STA TO WELL100'313'STA IO HOUSE20'1 61'SEPTIC TANK TO WATER COURSE50'N/APUMP CHAMBÊR TO WELL50'458'HOUSE TO SEPTIC TANK5'16'OWTS COMPONENTS ANDPHYSICAL FEATURESMINIMUM REQUIREDSFTBACKAPPROXIMATE PROPOSEDSETBACKS.BEDROOM RESIDENCE75 GPD x 2 PERSONS/BEDROOM x 3 BEDROOMS + 150 GPD (4th and sthBEDROOIVS) = 600 GPDWASTEWATER FLOW = 600 GPDTANK:MIN. 15OO GALLONSUSE 1sOO-GALLON. TWO-COMPARTMENT POLY SEPTIC TANK FOLLOWED BYA sOO-GALLON POLY PUIVP CHAMBER WTH AN ORÊNCO PUMPING SYSTEMSOIL TREATMENT AREA (STA):LONG TERM ACCEPTANCE RATE (LTAR) = 0.65 GAL/ SFCALCULATED STA = Q/LTAR = 600 i 0.65 = 923 SFUNL¡NED, OVER.EXCAVATED SAND FILTER WTH MIN. 2'SAND12',X77',SLIP-ON PVCSPRINKLER VALVEBOX AT GRADEDO NOT GLUEFINISHED GRADE4'DIAINSPECTION PIPESOIL PROFILE TEST PIT NO. 1SOIL PROFILE TEST PIÏ NO. 21/4'DIA HOLÊ DRILLÉDINTO TWO SIDES OF PIPEFOR VENTILATION(BELOW SL|P ON CAP)012467II10STAMEDIAMEDIUM BROWN CLAY LOAMMEDIUM BROWN CLAY LOAMTIINSPECTON PORT DETAIL\l,-ffisilSATURATION FROM END OF EXISTINGSTA ENCOUNTEREDLEGENDfl aavøanFINISHED GRADEREFUSAL ON LARGE BOULDER24" MtN.NO GROUNDWATER OR BËDROCK ÊNCOUNTEREDDURING EXCAVATION4' DIA SDR-35 SEWER LINE(MIN 2% SLOPE TO TANK)SCREENED ROCKOR SAND FORBEDDING3" MtN.8'MIN,BACKFILLWillResidence47M CR115Garfield County, ColoradoProiectNumber: C1690Ðatet 0112212022Designed by: CBOReviewedDrawn by:by: RBDDw4.0Sheet 4 0F 4 ' l. ú.r... rl.'rì::i F - -.r,i-.ãa"r:r,¡ Ì..:r I GARFIÊLO COUNTY BUILDING AND SANITATION DEPARTMENT 2014 Blako Avonuo Glenwood Sprlngr, Color¡do gl60l Phone (3031 945.8241 / "\rl DTvTDUAL SEWAGE DtSPOSAL pERMtT ,ill 1410 This does not constitute a build of use Owner Kathl een McVev System Location -J|-l-[X-tI (Sprf n.g- Val ley). - 47-d4 îounty n¿ t lE .. Liconsed I netôller Davl d Coddi nqton .} FIN \ * Conditional ConstructioÅ approval is hereby granted 1s¡ 9 I å00 __ gallon { Septic Tank or -Aerared treatment unlt. @.,fX Sepr¡oTlnk .ì..lto, inspecrion and cleaning wirhin 1 2" of ground surfacé o, .rrrrro accers ports above ground ' 3urflce. **-e4- Propér materjals and assembly. ! T,<-Adequate absorpr¡on (or dispersal) ar"a. 1eþ 4*k Z' Ð /<-Adequate compliance with permit requirements. Adeguate compliance with County and Stato regulations/requirements.^ t'\ o Date I nspector RETAIN WITH RECEIPT RECORDS NSTRUCTION SITE *CONDITIONS: ¡ s l. All installation must comply with all requirements of the County lndividual Sewage Disposal Begulatione, adopted pursuant to au,thority granted in 66-44.4. CRS 1963, amanded 66.3.14. CRS 1969. 2. This permit is valid only for connection to structures which have fully complied wíth County zoning and buildingrequirements.Connection lo or use with any dwelling or structures not approved by the Buildingand Zoning office shall automariãaily be a viola.tion of a requirement of the permit and cause for bofh legal action and revocation of the perm-it. 3. Section lll, 3'24 requires äny person who constructs, alters. or installs an individual sewage disposal system ¡n a manner which in.volves a knowing and material variation from the tÉrms or specifications contained in the application of perrnit commits a Class l.Petty Offense (S500.00 fine * 6 monrhs in jait or both). Appt¡e!^r: Gruen CoÞy ÞeÞrrtm.ñt: plñk CopV test holes, solì profl I e L . UJÊt Jr)tLt't ArtLl A IUN Approva I Þy County Official: DRESS HONE CONTRACTOR ADDRTSS P H0NE g, J6- FLq\èPERI,IIT REQUEST FOR:New Instal lation () ATteration ( ) RepalrAttach separate sheets r report shoylf ng entire area with res pect to suruoundl n9 areäs,topography of area habl table buildlng location of potabl e water weìlsr soll percolationts in test holes. (See page 4 ) LOCATION OF PROPOS ED FACI ITY:Coun Near what Clty of Tow Ç\=*,.Slze ( { Dwetlins ( ) Transient Use( ) cormercial or Institutíonal ( ) Non-domestfc trlastes( )Other-Describe ii BUILDTNG 0R sERVrcE TYPE: S.¿^Legal Descrîption I.JASTE TYPE: Number of bedrooms (r|) GarUage grlnd er ( !1 nutomaric washer ( X) ( N) wert ( 0 feet of system: fve name or suppl umber of persons Dishwasher ) spring ( ) stream or creek SOURCE AND PE 0F t.lATg R SUPPLY: Give depth of all wells within lgIf suppl ied by community water, g GROUND CONDI TIONS: i er: Depth to bedrock: Depth to first Ground Hater Table ¡ìo Percent ground slope:\ DISTANCE TO NEAREST COTIMUNITY SEI,'ER SYSTEM:S*r.t\ç l.las an effort made to connect to co¡munf ty system? TYPE OF INDIVIDUAL SEHAGE DISPOSAL SYSTEM PROPOSED hs. ().) Septic Tank ( ) Vault PrÍvy ( ) PÍt Privy ( ) Chenical Toilet FI DI SP0SAL BYr (-\4 ¡Osorption Trench, Bed or pit (¡) UnAerground Dispersal ( ) Above Ground Dispersat ( )0ther-DescrÍbe: ( ) Aeration Pìant ( ) Composting Toitet ( ) Incineratíon Toilet ( )0ther-Describe: () () () ultVa Recyc Recyc ìi ti ng, potabìe use ng, other use ( ) Evapotranspiration ( ) Sand Filrer ( ) trlastewater pond LUENT BE DISCHARGED DIRECTLY INTO I,|ATERS OF THE STATE? I,IILT EFF Page ? ha _f-!t,HCU!ôJ l¡tJt ttst x¡ 15: I to De Çunrpteteo uy KegrsLcl'cu rr'orcss.eror Lrrsrreer.r y 'Minutes per inch in hole No. I Minutes per fnch in hole No.3 - t'linutes per inch in ho'le No. 2 l{inutes per inch ín hole No._ Name, address and telephone of RPE who made soil absorptÍon tests: Name, address and telephone of RPE responsible for deslgn of the system: {RPllcant acknowledges lhft^the_compìeteness of lhe appllcation is condltíonal upon suchfurther mandatory and additlonal tests and reports as may be regulred by the locâì health department to be made and furnished by the applicant or by the ìocal treâtttr departnrent forpurposes of the evaluatlon of the application¡ and the issuance of the perrnl't.ls'subJect to such terms and condltJons as deemed necessary to lnsure compìlance wlth rules and reguÌatlons adopted under Artlcle 10, Title ZS, C.R.S. 1973, as ömended. The underslgned hereby certlflesthât all statements made, informailon and reports submitted herewlth and iequlred to be submitted by the appìicant are or will be represented to be true and correct to the best 9f my knowledge and belief and are deslgned to be retled on by the local department of healthin evaluatlng the same for purposes of issuing the permft applied for hereln. I further under- stand that any faìslffcation or mlsrepresentatlon may result ln the denlaì of the applicatÍon ;;: or revocatlon of any permlt granted based upon sald applicatlon and ln legat action for per-:' Jury as provided by ìaw. Date Signed PLEASE DRAI.I AND /\CCURATE MAP TO YOUR PROPERTY \'l.ú q., \r \\\ t'ì' Yl vl $ âe LegendT 4l44caRd 115 ÐqPublic.net* Garfield County, Co 2019Total Actual Value Overview Legend I Parcels Roads Parcel/Account Numbers Highways r Limited Access - Highway * Major Road * Local Road * Minor Road Other Road Ramp -' Ferry Pedestrian Way Owner Name Sl Lakes&Rivers - (eu¡tySsu¡d¡¡y Line $5o2A7o Last2Sales Date Price 7O/7/2O72 $O sn/2012 $o I I Account Number Parcel Number Acres Land SqFt Tax Area 2019 Mill Levy R050254 218728200122 Physical Address Owner Address 47447T5COUNTY RD GLENWOODSPRINGS WILL, GREGORY THOMAs & PINE, SUMMER B 4744COUNTY ROAD 115 GLENWOOD SPRINGS CO 81ó01 81ó01 5 0 005 62.7420 Date created: 72/75/2027 Last Data Uploaded: 72/75/2O212:16:O0 AM Deve ro oed bvfì p5:årgF^idçf 12115121,3:49 PM qPublic.net - Garfield County, CO - Property Record Card: R050254 tÐqPublic.nef" Garfield County, CO Summary Account Parcel PropertyAddress LeBal Descr¡pt¡on Acres Land SqFt TaxArea Mlll tevy Subdlvision R050254 2L87282æ722 47¿14 115 COUNTY RD GLENWOOD SPRINGS, CO 81ó01 Section: 28 Township: ó Rãnge: 88 A TR lN LOTS 5 & 10. 5 0 5 62.7420 i i ViewMap Owner WILL, GREGORY THOMAS & PINE, SUMMER B 4ZI4 COUNTY ROAD 115 GLENWOOD SPRINGS CO 81ó01 Land UnltType DUP/TRIPLEXËS-LAND-1115(RESIÐENTIALPROPERTY) &uare Feet 0 Buildings Bulldlng# Unlts BulldlngType Abstrect Codes / (Property Typel Arch¡têcturel Style Storles Frame Actuel Year Bullt BasementArea L 2 DUP.TRIPLEX DUPÆRI PLEXES-I MPROVEMTS.1215 (RESIDENTIAL PROPERTY) TRI LEVEL 2 WOODFRAME 1985 720 720 1,800 2,520 4 3 ELECTRIC ELEC 8S BD NONE GABLE COMPSHNGL Gross LlvlngArea Total Hêeted sqFt Bedrooms Baths Heeting Fuel HeatlntType Alr Condltlonlng RoofType RoofCover Actual Values Asqessed Year Land Actual lmpro!€ment Actual Total Actual Assessed Values Assè9scdYèår Land Assessed 202t $1ó0,ooo.oo 2Ct20 20L9 $1so,ooo.oo $u,4a¡.90 $24,1180.00 $9114.10.00 s502,410.æ 202r $28ó:189.00 f43ó,180.00 m20 $10,730.00 $20,4ó0.00 . s3r,190.00 2q18 $1,809.84 $?8ór18ooo $43ó,180.q) 20L9 $19-73o.oo $20,4óo.ooI qp.rgy,gmeltt Assgleq Total Assessed Tax History TexYear Taxes Billed 2020 $r,9s6.92 $35,920.00 2019 $1,975.80 $31,190.00 20L7 $7,807.64 Click here to v¡ew the tax information for thls p¡ræþúISSernçld-Cou¡ly TrffiCIgdg.weþClle. https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=85¿t405368&KeyValue=R050254 1t3 12115121,3:49 PM Transfers qPublic.net - Garfìeld County, CO - Property Record Card: R050254 Sale Date ton/2012 snt2072 4/27/20t2 2/29/2072 a/23/2007 a/23/2007 3t26t2004 3/24t2004 77/7A/2003 a/27120,03 6/26t2003 5/3/2003 2/2U7995 77/U7983 7216/7979 3/6/L979 6/74/7977 5t20t7977 Recept¡on Number 809337 878497 817973 815477 73],540 737539 649639 649638 641L97 635252 6æ42q . 627.046 47537tr 347422 300267 9p790s 250l3.7 250r40 Book - Page Sale Price $o $o $349,2OO $o $o $701,000 $3ss,s00 $o $o $o $o $o $o $o $o $o $o $o Deed Type Notice Elect¡on and Demand Sale Withdrawal Not Elec and demand Sal Warranty Deed Quit Claim Deed BARGAINANDSALE DEED WARRANTY DEED SPECIALWARRANTY DEED AFFIDAVIT PUBLIC TRUSTEES DEED - PUBLIC TRUSTEES CERT CERTIFICATE NOTICE WARRANWDEED WARRANTYDEED WARRANTYDEED QUITCLAIM DEED WARRANTYDEED DEED 1575-292 1575-286 7539-528 1572-290 1502-29 14ó8-310 0934-0028 0ó38-0941 0541-0011 0555-0518 0420-0180 0420Ð779 Photos Sketches https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=854405368&KeyValue=R050254 213 12115121,3:49 PM qPublic.net - Garfield County, CO - Property Record Card: R050254 The Garñeld C<¡unty Assessor's Offce makes every effort to produce the most accurate infûrmation possible. 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