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Home My WebLink AboutOWTS Design, I r i ì.'i \l' .r l-)' ',.., I29 CAINS LANE CARBONDALE,CO A16'23 97C-.309.5259 CARLA.OSTBERG@GMAIL.COM st.:r"t't (- ('()¡i!il ir.'t'lÌ\'(i September 11,2021 Project No. C1659 Frank Hart fhart@sc.rr.com Subsurface lnvestigation and Onsite Wastewater Treatment System Design 3-Bedroom Residence 1024 CR 112 Garfield County, Colorado Frank, CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system (Ot¡4¡¡S) design for the subject residence. The 10-acre property is located outside of Carbondale, in an area where OWTSs and wells are necessary. Legal Description: Section: 13 Township: 7 Range: 88 A TR lN THE SWSW Parcel lD: 2393-133-00-059 SITE CONDITIONS A 3-bedroom, single-family residence presently exists and is served by an existing OWTS. The original system was likely installed with original construction of the house. The Garfield County Assessor's website notes actual year built as 1969. The septic tank was replaced in 2012. The soil treatment area (STA) is now experiencing slow draining and this plan details the proposed upgrade. The residence is served potable water from a well located near the southern property boundary. A water line, which is evident due to settling of the ground over the excavation, extends from the well to the north into the house. The proposed STA must be at least 25Jeet from the water line. The proposed sewer line that will exist the existing septic tank will cross the water line. The sewer line must be properly encased within 5-feet on each side of the crossing. See Encasement Detail W4.012. An abandoned ditch is located north of the proposed STA location and south of the existing residence and septic tank. This ditch is no longer in use and must be filled in within 50-feet of the proposed STA. The proposed STA location has an approximate ten percent slope to the southwest. The proposed area is vegetated with native grasses, sage, and occasional pinion trees. It should be noted the property line to the west is currently delineated (approximately) with "invisible fence" flagging. The proposed STA must be setback at least 1O-feet from the property line. No site plan was provided. Plans were created from google earth images and county GIS documents. We make no warranty of the accuracy and scale of the site plan. 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 gUBSURFAGE The subsurface was rnvestigated on Septembet 10,2021 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.1 The materials encountered in Test Pit #1 consisted of medium brown silty clay loam to a maximum depth explored of 7.O-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 were similar to those encountered in Test Pit #1. Test Pit #2 was excavated to a maximum depth explored of 7.O-feet. No bedrock or groundwater was encountered. A sample of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was moderate. The soil formed a ball and a ribbon 1 to 2-inches in length before breaking. Soil structure shape was blocky and consistence was friable to firm. Soiltexture was more smooth than gritg. STA sizing is based on Soil Type 3, Silty 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 OWTS. View looking south from Test Pit #1 Looking at TesL Pit #1 trorr lhe abandoned ditch 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOWVisual and Tactile Evaluation of Soils Training. Page 3 '-1 View from above (north of) abandoned ditch Test Pit #1 Backfill Page 4 Sieved sample Test Pit #1 Ribbon just over 1-inch in length Test Pit #2 Page 5 DESIGN SPECIFICATIONS The existing septic tank will remain in use. The existing STA will be abandoned in place. We recommend installation of an effluent filter on the outlet pipe of the existing septic tank. View of septic tank lids inlet tee Outlet tee (recommend installation of effluent filter) For the purposes of this OWTS design, Benchmark Elevation has been established as 100' as the outlet pipe of the existing septic tank. CBO lnc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. *Elevations are based upon standard OWTS installation practices. Component elevations may installation due to site conditions. Desiqn Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms = 450 GPD LTAR = 0.35 GPD/SF 450 GPD / 0.35 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 9gg 5t OWTS Gomponent Minimum Elevation Distribution Box Approximate horizontal distance 120' I min. 1% fa[ to distribution box / min. 15" fall lnfiltrative Surface Approximate horizontal distance 45' to lowest trench I min. 1o/o fall / min. 7.5" fall change during Page 6 The neuv OWTS deslgn ls based on 3 bedrooms. An average dally wastewater flow of 450 GPD will be used. A new, 4-inch diameter SDR-35 sewer line will tie into the sewer line that exists the septic tank with a minimum 1o/o fa[ to the distribution box. The sewer line will cross the existing water line. The sewer line must be properly encased 5-feet on each side of the crossing. See Encasement Detail W4.012. Effluent will gravity flow to a distribution box, and then to five gravelless chamber trenches. The distribution box must be accessible from grade and must have flow cqualizors, or similar product, installed on each outlet pipe in the distribution box to assure equal flow to each trench. Each trench will consist of 15 'Quick 4' Standard Plus lnfiltrator@ chambers for a total of 75 chambers and 900 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. lnspection ports must be installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. CBO lnc. must approve alternative components prior to installation of the OWTS. Requests must be submitted, in writing, to our office for approval prior to installation. Component technical data sheets are available upon request. Construction must be according to Garfield County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. 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 flnal 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 sketclr of the installation, including patlr of tlre sewer lines, water li¡re installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. COMPONENT MANUFACTURER MODEL NO COMMENTS Blotube Effluent FIlter Orenco@ Full size Etfluent l-tlter and housinq Distribution Box PolyLok D-Box 8C Poly distribution box, lids, risers. and flow equalizers Çhamþers lnflltratolÐ standard Plus 75'Quick 4' Chambers PageT 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 inigation 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. ADDITIONAL CONSTRUCTION NOTES lf design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in 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 8 Please call wlth questlons Sincerely, CBO lnc. Carla Ostberg, MPH, REHS (Å'\b tstúx.^'g SCALE: 1 = 50'=0"NDATED 09t1112021MUST BE USED INWITH DESIGNCBO lnc.129 Cains LaneCarbondale, Colorado 81623Phone 970.309.5259caria.ostberg@gmail.æm/.-PROPERTY LINESTATP1+TP2THE LOCATION OF PROPOSED IMPROVEI\,IENTS SHOWN ARENOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONSARE EPPROXIIVATE. IT IS THE HOMEOWNERS' DUTY TOENSURE ALL CONSTRUCTION AND IMPROVEI\IENT LOCAÍIONSARE ACCURATE. PROPERTY LINES AND SETBACK DISTANCESSHOULD BE CONFIRMED PRIOR TO ÊXCAVATION. SCALEDFOR PRINTING ON ,11" X 17'PAPER.viz.0Hart Residence1024 CR 112Garfield County, ColoradoProject Numbe¡ì C1659Datei 0911112021Des¡gned by: CBODrawn by: DDw1 .0Sheet I 0F 4soo9*A SITE PLANRESIDENCEWELL LOCATIONTEEXISTINGSEPTICTANK ,:BO lnc.129 Cdns LaneCarbondale, colorado 81 623Phone 970.309.5259ærla.ctberg@gma¡1.æmNÅ+LINEffiSCLE: !" = 2OL0'NOTE: DITCH MUSTBE FILLED IN WTHIN50'OF STATP1+DISTRIBUTION BOXWTH ACCESS AT GRADE4' DIA SDR-35 PVC SEWER LINE(MtN. 1% FALL TO D-BOX)-1 0'(MtN. EVERY 100')ENCASEMENTPIPE WITHIN SFEET EACH SIDE OFCROSSING(sEE ENCASEMENT DETAIL W4.0/2)2MtN.25'TOWATER LINE'QUICKI' CHA¡\'IBER TRENCHES.5 TRENCH=S WTh 15 CHAÌ,IBERS PER TRENCHFOR A TOTAL OF 75 CHAMBERS A'{D gGO SF.4' DIA SDR.35 SEWER LINE TO EACH TRENCH(t\,llN. 1% SLÐPE TO TRENCH)4'DIA SDR-35 INSPEGTION PORT ATB€GINT.IING AND END OF EACH TRENCHLOCATION OFWATER LINETO\'Hart Residence1024 CR 112Garfield County, ColoradoProjec't Number c1659Dale: Ogl11l2Ù21Designed by: CBODrawn by: DDw2.0Sheet 2 0F 4 CBO lnc.129 Cains LaneCarbondale, Colorado 81623Phone 970.309.5259ærla.ostberg@gmail.mm15 CHAIVBERS PER TRENCHDISTRIAUTION BOX WTHAT GRÆÊ-INFILTMTOR,/ ero er-nreGRAVELLESS'QUICK4'CHAMBER (4 x3')4" DtA SDR-35EFFLUENT PIPE FROMSEPTIC TANK4" DIASDR-35 DISTRIBUTIONLINE TO EACH TRENCH{MtN. 1% SLOPE TO TRENCH)SI\,IALL VALVE COVERBOX OR IRRIGATIONVIVE BOX AT GMDEDIA SDR.35 INSPECTIONCAP OR THREADEDPORTAT BEGINNING ANDEND OF EACH TRENCHCLEANOUT ASSEMBLYPLACED INCOMPACIBASE TO SUPPORTBOXPVC PIPE CUTTOTOP PORI OFCHAI\,IBER ENDPLATESFITUSE HOLE SAWTOCUT THRI.J TOP OFENDINOTE: TRENCHES MAY BESTAGGERED TO AVOID TREES^DISIRIBUÎON BOX\é/-ffiA,CHAMBER IRENCI{ PLAN\r,-FINISHED GRADÊBOX AND COVER BROUGHT TO GRADEDIA SDR.35INSPECTIONPORT24'MlN.CONCRETE LIDLSOILT"4" DIA SDR-35 SEWER LINE(MtN 2% SLOPE TO ïANK,MtN. 1olo TO STA)ñl-ÐãRA6-LIMITEXCAVAIIONSCREENED'QUtCK-4'OR SAND FORBEDDING3't tN.SCÆIFYCHAIUBER (4' x 3')BAFFLE ORANGLED PIPETO BE USEDAT INLET/ãCHAMBER 1RENCH SECTIONl\:,I'MtN.A1RENCH DETAIL\9r--ffi/^ DIS1RIBUTION BOX DETAIL\9'-ffiOUTLETSooooHart Residence1024 CR112Garfield County, ColoradoProjectNumber: C1659lDaþ: ogtl'rt2o21lo""¡gn"o uv: caolDrawn bv: DDw3.0Sheet 3 0F 4 DESIGN3€EDROOIi RESI¡¡ENCE(75 GPB x 2 PERs\lS/BEDROoM x 3 BEDF.OOMS)WASTEWATER FL¡llV = 4g GPDSTA TO WATER COURSE50'N/ASTA TO WELL100'125'STA TO HOUSE20''135'SEPTIC TANK TC WATER COURSE50'SEPTIC TANK TO WELL50'EXISTINGHOUSE TO SEPÍC TANK5'EXISTINGOWTS COMPOI{ENTS ANDPHYSICAL FEATURESMINIMUM REQUIREDSETBACKAPPROXIMATE PìOPOS:DSETBACXzoÊNCASEMENT PIPE40 RIGID ENDSOIL TPEATM=NT AREA (SfA):LONG TERII¡ ACCEPTANC: RATE (LTAR) = 0.35 3AU SfCALCULATED STA = O/LTAR = 450 / 0.3s = '286 SFGRAVITY, TIENCIES = 1286 SF X 1.0 = 12€6 SFCHAMB=RS = 1286 3F X 0 7 = 900 SF / 12 S: / CHAMBER = 75 CHAMBERSFIVE GPÁì,/=LLESS 3HAMAER TRENCHES15'OUICK 4'CIAIVBERS II.¡ EACH TRENCHTOTAL "5'QUlCK.l' CHAI\ßERSSOIL 'ROFIL= TEST P T NO. 1MEDIUM BROWN SILTY 'LAY LOAMTANK:USE EX|SINS 100&.]ALLû{, TWGCOMPAPJMENT POLY SEPTIC TANKNO GROUNDWATÊR OR BEtrROCK ENCOUNTEREDDURI',¡G EXCAVATIOI{CAP AT EACI ENDOF PIPEEND CAP I\{UST BEGLUED OR SECUREDIN A WATER TIGHTFASHION \¡/ITHUNDERGROUNDSEAIANTDRILLEO IN ENDÐSOIL PROFILE TEST PIT NO. 2MEDIUM BROWN SILTY CTAY LOAMEASIER DIGGING THAN TEST PIT #1LEGEND1-| s¡ltyclayv l loamDIASDR-35 SEWER LINE.CAP MUST ONLY BÊLARGÊ ENOUGH TOALLOW SEWER LINE TOFIT THROUGHMUST R,EST ON BOTTOI\,IOF EN'ASEMENT PIPE2456/ãENCASEMENT DETAIL\r,-rÉ-rffiIFcuoSLIP-ON PVCDO NOT GLUEINSULATEDTRACER WRE4" DIASEWER LINE78TO TANKFI¡'IISHED GRADEHOUSE1!ASOIIS LOG\r--ffi/ICLEAN OUT DETAIL\.vCBO lnc.129 Cains LeneCarbondale, Colorado 8'16?3Phon? 970.309.5259ærla.ostberg@gma¡|.æmHart Residence1024 CR 112Garf¡eld County, ColoradoPrcject Number: C1659Dale: 0911'll2o21Designed by: CBoDramby: DDw4.0Sheet 4 0F 4 LegendSEPTICTAN KWATER LINEWELLBANDON EDDITCHABANDONEXISTINGSTA1024 cr 112i*i'q*;g*¿û - --?- rffii "lt.oCrrdcrd CÊunï l¿ld¡ng Â Þl¡nnfry [þ"r$!q!itl ' !i tr$ $Fi1 tr{t ,r{ 1 ébqëd LÉtntr. 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