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HomeMy WebLinkAboutEngineer's OWTS Design Plan129 CAINS LANE CARBONDALE, CO 81623 970.309.5259 CAR LA.OSTBERGCaGMAIL. COM - J � /f 4' October 29, 2025 Project No. C1997 Terry Hale thale _broadbrookrealtv.com Subsurface Investigation and Onsite Wastewater Treatment System Design 4-Bedroom Residence 5810 CR 320 Garfield County, Colorado Terry, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 8.916-acre property is located outside of Rifle, in an area where OWTSs and wells are necessary. Legal Description: Section: 26 Township: 6 Range: 94 LOT 1, GERMANO SUBDIVISION EXEMPTION, AS PER PLAT RECEPTION NO. 552449 Parcel ID: 2175-262-00-195 SITE CONDITIONS The property is currently developed with a 4-bedroom manufactured home. The existing home will be replaced with a new, 4-bedroom manufactured home set approximately 32-feet south of the existing home, which will be removed. The existing home is served by an existing OWTS consisting of a 1250- gallon, two -compartment Copeland concrete septic tank followed by a gravelless chamber trench soil treatment area (STA). The OWTS is documented by Garfield County Individual Sewage Disposal System Permit 3479. The system was sized to accommodate 4 bedrooms. The permit received final approval on April 31, 2001. The existing OWTS will be properly abandoned and the system described in this design packet will be installed to serve the new home. The residence will be served by a private well on the property. The well is located to the southeast of the proposed residence. The well is located greater than 50-feet from the proposed septic tank and greater than 100-feet from the proposed STA. We have approximated the well location on the site plan. The proposed STA location has an approximate five percent slope to the northeast. The proposed area is vegetated with sparse 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. The site plan enclosed is not the result of a survey. We used hand sketches, Google Earth Images, and other resources available to us. We created the enclosed site plan to the best of our ability with the information available to the best of our ability. Page 2 SUBSURFACE The subsurface was investigated on October 16, 2025 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.' The materials encountered in Test Pit #1 consisted of dark brown topsoil to 6-inches, underlain by tan silt loam to a maximum depth explored of 8.0-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 was consistent with soils in Test Pit #1 with the exception of a rock band from 2.5 to 3.5-feet below native grade. Test Pit #2 was excavated to a maximum depth explored of 8.0-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 less than 1-inch in length before breaking. Soil structure shape was blocky and consistence was friable. Soil texture was more smooth than gritty. The soil is consistent with Soil Type 2, Silt 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. Test Pit #1 ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. 4 3r Page 4 ( rc Backfill Ribbon less than 1-inch DESIGN SPECIFICATIONS The existing septic tank will be abandoned by pumping the tank and removing it or crushing the top, bottom, and sides and filling in the void with onsite materials. The existing STA will be abandoned in place. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4t' Bedroom) = 525 GPD LTAR = 0.6 GPD/SF 525 GPD / 0.6 GPD/SF = 875 SF x 1.0 (gravity trenches) x 0.7 (chambers) = 612.5 SF The OWTS design is based on 4-bedrooms. An average daily wastewater flow of 525 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as 100' (Finished Floor). CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Minimum Elevation Primary Tank Inlet Invert Approximate horizontal distance 11' / min. 2% fall / min. 2.75" fall Distribution Box Approximate horizontal distance 56' / min. 1 % fall / min. 7" fall Infiltrative Surface Approximate horizontal distance 27' to furthest trench / min. 1 % fall to STA / min. 3.375" fall "Elevations are based upon standard caw 15 installation practices. component elevations may cnanye uunny 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 2% grade to the septic tank. The system installation must include a minimum 1250-gallon, two -compartment septic tank with an Orenco® Biotube effluent filter on the outlet tee. We have specified a 1500-gallon Infiltrator@ poly septic tank as it is locally available, but any state -approved poly or concrete septic tank may be substituted. Page 5 Risers must bring the manhole lids to grade for access. If 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 four gravelless chamber trenches. The distribution box must be accessible from grade with 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 Infiltrator® chambers for a total of 52 chambers and 624 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. Trenches must follow the contours closely, being level beginning to end. Inspection 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 Inc. 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. COMPONENT MANUFACTURER I MODEL NO. 1 COMMENTS Septic Tank Infiltrator® IIM-1530-2CP 1500-gallon, two - compartment poly septic ;'tank (min. 1250- allons) Effluent Filter Orenco® '4" diameter full size filter Tank Risers and Lids Orenco® Double -walled PVC Risers and Lids (24" diameter) Distribution Box Polylok Distribution box, risers, lid, flow 'equalizers 4) Chambers Infiltrator® 'Quick 4' Plus Standard 52 'Quick 4' chambers Chamber 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 Permit Application must be submitted to Garfield County Environmental Health Department. https:l/www.garfield-countv,.com/environmental-health/f ilesccolsites1161OWTS-A lication-Com lete- Packet-Dec.-2019.odf. If the OWTS Permit Application will be submitted 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 x8150. VALIDITY PERIOD OF DESIGN DOCUMENTS This design is valid for submission of an application for permitting for two (2) years from the date of the design packet or upon a change in the county OWTS Regulation that could impact compliance with code requirements. Continued use beyond this period or following a change in the regulation is not recommended without review and update of design documents. Page 6 INSTALLATION CONTRACTOR CBO Inc. 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 Inc. 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 Inc. should be notified 48 hours in advance to observe the installation. In 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 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 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. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If 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. Page 7 ADDITIONAL CONSTRUCTION NOTES If 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. If soil conditions encountered are different from conditions described in this report, CBO Inc. 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 Inc. ("'CV, C()- 0s-t &,A S Carla Ostberg, MPH, REHS m > '�® 2 7k§ >a; z dk! m=03 m ±ƒ&§7 - ome �)) + §)k. �a ' k)/( . \I0 § § p� ( c z ) e ; »\ e o E (D 3 �« \], \0 e 20 f � �a DRIVEWAY �• . y �§Gqt )§§ . `\ T xmz m mz3] §zo ° . 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' �:I ,{y ^� - • `5� �17i�T�.. . �:i . •'f. Lei y. �. - I: At" `,i i'i- ! 1' a �,• - '.r 1 k ` � -. _. - #� ' _ •'� +�' -, � •-`�� t •jig.,: 3 4t r.a' , •, W _ o Y r 44 fA 16. IF p -rf.�• •'•!;� r �+�. �..r r 1��'. f. -« '' •' �.h . {t 'Sr� •ma`s'-i; ?"r`�"e�•+" .��r• � � *. Ir op • • ? , • - .� . .; ' �+•� .. . �_ -�� �e ;fir•• ' i•j ���; •, rF'N�'~ ^� t 's� r:t, r y� s ; ti ii� tY�y • f41� r •!' •-7 rf.;!{ � •.. i J. rr �, i�r`�� r• � .�: Y'r1 i �� + � j r ,' • � r LU h � i'.5 „1 <tiY� t }s '.�2 �" •. S}ice. -------------- i F • A• A Y' GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81801 r * Phone (303) 945-8212 ¢ INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit N° 3479 Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY I.� p Owner's Name ! Present Address J Phone w 7 2 ' System Location, " — 7 —e OK) — Legal Description of Assessor's Parcel No. r 1 { SYSTEM DESIGN e �. n Z Septic Tank Capacity (gallon) Other '( Percolation Rate (minuteslinch) Number of BadrogmZ�jf* or other) wt I3 RA ]r ><w c *0 - 5 (art, r3 ! , Required Absorption Area - See Attached I , fi 3 �p 30 a.tr,r� t Special Setback Requirements; �pF It Z 4D( IE OW [ i a Date �- f �i _ _ Inspector t FINAL SYSTEM INSPECTION AND APPROVAL (as Installed) Cell for Inspection (24 hours notice) Before Covering Installation System Installer. U'J�&1x - Septic Tank Capacity SO (--,) Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of 9UrfIIce Absorption Area Absorption Area Type and/or Manufacturer or Trade Name �� .1� s t 1Aj_ — Adequate compliance with County and State regulationstrequirements ►'-'J Other Data - O Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All Installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25,alrticte 10 C.R.S. 1973, Revised 1984. 2. Thla permit Is valid only for connection to structures which havefulty compiled with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Bu Ing and Zoning office shall automatically bee violation ora requirem ant of the permit and cause for troth legal action and revocat�n of the permit. 8 and material variatiorn arson r fro con om the termscorr,spec alters, specifications contained in the applicatione dI TFRtTlMENT rnosa A commits a Close 1, Petty Dtiense (i5lves a W.D0 fine 8 months In jail or both). White - APPLICANT Yellow - DE �t 1 -------------------- INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER _ ST j Id AN ( Ot E �j �- r ADDRESS I PHONE CONTRACTOR ADDRESS 5 J� PHONE PERMIT REQUEST FOR V/ EW INSTALLATION ( ) ALTERATION ' ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSER FACILITY_ Near what City of Town,_ �U- Legal Description or Address 5eO WASTES TYPE: O<DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON -DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: Number of Bedrooms f Number of Persons ( ) Garbage Grinder Automatic Washer k Dishwasher T LY WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:__, Was an effort made to connect to the Community System?_ A site plan is rea girgd to bi submitted that Indicates the following NIMMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Lescb Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WH,L NOT BE ISSUED WDUOUT A SITE PLAN. GROUND CQND['i�N Depth to first Ground Water Table Percent Ground Slope 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ' ( V� SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET' ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET ( ) OTHER - DESCRIBE FIN,AL DISPOSAL BY: ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER - DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? PEMOLATIDN T RE 1,1TS. (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes, per inch in hole No. 1 Minutes per inch in hole NO. 3 Minutes„ per inch in hole No. 2 Minutes_ per inch in hole NO. — Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, infornm ion and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any fidsifioWon or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal a�tion for perjury as provided by law. Signed 7 Date- Ad-1-Lz PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY! ! 3 It rJ gPub1ic.netTN Garfield County, CO Account R007556 Physical Number Address Parcel Number 217526200195 Acres 9 Owner Address Land SgFt 0 Tax Area 024 Mill Levy 70.1900 Date created: 9/18/2025 Last Data Uploaded: 9/18/2025 2:11:10 AM Developed byl,'4 SCHNEIDER ti SSOSPATIAL 5810 320 COUNTY RD SILT SUNLIGHT VALLEY HOLDINGS LLC 251 LITTLE FALLS DRIVE WILMINGTON DE 19808 Overview Legend Parcels Roads Parcel/Account Numbers Owner Name Lakes & Rivers County Boundary Line Total Actual Value $0 Last 2 Sales Date Price 81652 8/27/2025 $600,000 6/8/2001 $157,300 9/18/25, 6:46 AM gPublic - Garfield County, CO - Property Record Card: R007556 Garfield County, CO Summary Account Parcel Property Address Legal Description Acres Land SgFt Tax Area Mill Levy Subdivision Map R007556 217526200195 5810 320 COUNTY RD, SILT, CO 81652 Section: 26 Township: 6 Range: 94 LOT 1, GERMANO SUBDIVISION EXEMPTION, AS PER PLAT RECEPTION NO.552449 8.916 0 24 70.1900 Owner SU N U G I IT VA I. L EY I I OLOI NGS LLC. 251 LITTLE FALLS DRIVE WILMINGTON DE 19808 Land Unit Type SINGLE FAMAES:LAND-1112(RESIDENTIAL PROPERTY) Square Feet 0 Acres 8.91 https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageType1D=4&PagelD=9447&Q=1176409678&KeyValue=R007556 1/3 9/18/25, 6:46 AM gPublic - Garfield County, CO - Property Record Card: R007556 Buildings Building# 1 Units 1 Building Type SFR Abstract Codes/(Property Type) SINGLE FAM.RES-IMPROVEMTS-1212 (RESIDENTIAL PROPERTY) Architectural Style MANUFACTURED -HUD Stories 1 Frame WOOD FRAME Actual Year Built 2001 Gross Living Area 1,674 Total Heated SgFt 1,674 Bedrooms 4 Baths 2 Heating Fuel GAS Heating Type HOT WATER Air Conditioning EVAPORATIV Roof Type GABLE Roof Cover PRO PANEL Actual Values Tax Year 2025 2024 2023 2022 2021 Actual Value $556,730.00 $373,720.00 $373,720.00 $239,100.00 $239,100.00 Assessed Values Tax Year 2025 2024 2023 2022 2021 Non School Assessed Value $34,800.00 n/a n/a n/a n/a School Assessed Value $39,250.00 n/a n/a n/a n/a Pre 2025 Assessed Value n/a $25,040.00 $25,040.00 $16,620.00 $17,100.00 'House Bill 2413-1001 established a separate assessment rate for school district residential properties, effective for the 2025 tax year and beyond. Click here for Assessor FAQs Mill Levies Tax Year 2025 2024 2023 2022 2021 Non School District Levy 43.074 n/a n/a n/a n/a School District Levy 27.116 n/a n/a n/a n/a Total Levy 70.19 70.19 60.712 65.539 73.892 Tax History Tax Year 2024 2023 2022 2021 Taxes Billed $1,757.56 $1,520.24 $1.089.24 $1,263.56 Click here to view the: tax information for Ihis parcel on the Garheid County Ireasurer'swe6site, Transfers Sale Date Deed Type Reception Number Book -Page Sale Price 8/27/202512:00:00 AM BARGAIN AND SALE DEED 1010328 0 8/27/202512:00:00 AM SPECIAL WARRANTY DEED 1010327 600000 12/20/2022 12:00:00 AM QUIT CLAIM DEED 982421 0 6/12/2013 12:00:00 AM RIGHTOF WAY 851383 0 10/3/200112:00:00 AM WARRANTY DEED 589951 1293-746 0 6/8/200112:00:00 AM WARRANTY DEED 583152 1263-334 157300 6/8/200112:00:00 AM WARRANTY DEED 583152 1013-551 157300 6/8/200112:00:00 AM WARRANTY DEED 583151 1263-332 0 6/8/200112:00:00 AM WARRANTY DEED 583150 1263-330 0 5/25/200112:00:00AM QUITCLAIM DEED 581629 1256-130 65000 3/5/200112:00:00AM QUITCLAIM DEED 581628 1256-129 65000 3/14/1977 12:00:00 AM WARRANTY DEED 277405 494-508 0 3/16/1976 12:00:00 AM QUITCLAIM DEED 271772 483-579 0 5/18/1973 12:00:00 AM WARRANTYDEED 258390 444-543 26500 Property Related Public Documents Click here to view Prnptrty Rrlated Public Documents Photos https://gpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1176409678&KeyValue=RO07556 2/3 9/18/25, 6:46 AM gPublic - Garfield County, CO - Property Record Card: R007556 1' 4 i! Sketches The Garfield County Assessor's Office makes every effort to produce the most accurate information possible. No warranties, expressed or implied are provided for the data herein, its use or interpretation. Data is subject to constant change and its accuracy and completeness cannot be guaranteed. I User privacy Policy I G�PRPriva[yhloticg Last Data Upload: 9/1812{125,12:SI:1Q, AAA Contact Us Develolacd by �.� rmcw YEIDER � ■raa.�rva� https://gpublic.schneidercorp.com/Application.aspx?AppID=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1176409678&KeyValue=RO07556 3/3