The URL can be used to link to this page

Home My WebLink About1849 Upper Cattle Creek Rd - 239127300001Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-020777-2021 Permit Type: OWTS Permit Work Classification: Major Repair Permit Status: Active Issue Date: 3/18/2021 Expires: 7/16/2021 On-Site Wastewater Treatement System Project Address Parcel Number 1849 UPPER CATTLE CREEK RD, EL JEBEL AREA,239127300001 Owner Information Address Carole Inglis 1849 UPPER CATTLE CREEK RD EL JEBEL AREA, CO Phone: Cell: (970) 618-7674 Email: caroleinglis@gmail.com Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email RB Civil LLC, Romeo Baylosis (970) 471-1103 romeo@rbcivil.com Contractor License Number Phone Email Dirt Devil Excavation Inc.dirtdevilexc@gmail.com(970) 274-1533 Permitted Construction / Details: This system is designed to replace the existing failing septic system. Replace the existing system, originally installed in the year 1969, exactly as depicted in the CBO Septic Consulting design stamped and signed on October 28th, 2020 by Romeo Baylosis and dated on October 17th, 2020. The new system will be sized to accommodate the maximum daily flows for a 3 bedroom residence with the future addition of 2 bedroom Auxiliary Dwelling Unit (ADU). At the time of submitting for the ADU building permit application, an alteration permit must be obtained for the connection of the ADU to this OWTS . This OWTS consists of one new sewer line from the residence. An Infiltrator 1,500 gallon, two-compartment poly septic tank shall be used with an effluent filter in the outlet tee. A Valley Precast distribution box with 7 flow equalizers will be used, and must be set level upon compacted gravel, and made accessible at grade. The STA consists of 7 shallow trenches with 11 Infiltrator Quick 4 Plus Standard chambers for a total of 77. The existing septic tank should be abandoned per ECPHE OWTS Regulations #43.9.C. A licensed installer has not been identified. No person shall install, renovate, or repair an OWTS in Eagle County (EC) without a valid EC Systems Contractor License. Any person that conducts a business as a systems contractor without having obtained a valid license section commits a Class 1 petty offense as defined in section 18-1.3-503, C.R.S. Please notify the department when an installer is identified, prior to installation of the OWTS. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Danielle Sell Date March 18, 2021 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Thursday, March 18, 2021 1 *************************************************************************** APPLICATION FOR ON-SITE WASTEWATER TREATMENT SYSTEM (OWTS) PERMIT INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE FOR NEW OWTS OR MAJOR REPAIRS $800.00 MINOR REPAIR FEE $400.00 Fee includes the design review, permitting and maintenance of OWTS records Make all checks payable to: Eagle County Treasurer Property Owner: _______________________________________Phone: ________________________ Owner Mailing Address: ________________________________ email: _________________________ Professional Engineer: __________________________________ Phone: ________________________ Applicant / Contact Person: ______________________________Phone: ________________________ Licensed Systems Contractor Name / Company: ___________________________________________ Contractor Mailing Address: _________________________________ Contractor License #:_______ Contractor Phone Number: ________________________ email: ______________________________ OWTS Permit Application is for: ____ New Installation ____ Alteration ____ Repair Tax Parcel Number: _________________________________ Lot Size: ________________________ Assessor’s Link: www.eaglecounty.us/patie/ Physical Address: _____________________________________________________________________ Legal Description: ____________________________________________________________________ Building Type: _____ Residential / Single Family _____ Residential / Multi Family _____ Commercial / Industrial Number of Bedrooms: ______ Number of Bedrooms: ______ Type of Use: _______________ *As of 06/27/2014, all systems require design by a Registered Professional Engineer. Type of Water Supply: ____ Private Well ____ Spring ____ Surface ____ Public If Public, Name of Supplier: ____________________________________________________________ Applicant Signature: ______________________________________Date:_______________________ **************************************************************************** Office Use Only: OWTS PERMIT # __________________ BUILDING PERMIT # ____________________ Amount Paid: ___________ Receipt #: ___________ Check #: ___________ Date: ______________ DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us P.O. Box 179 500 Broadway Eagle, CO 81631 environment@eaglecounty.us Matthew & Carole Inglis 970-618-7674 1849 Upper Cattle Creek Road, Carbondale, CO, 81623caroleinglis@gmail.com Carla Ostberg 970-309-5259 carole inglis 970-618-7674 Keith McClaren; Dirt Devil Excavation PO Box 759, carbondale, co, 81623 970-274-1533 dirtdevilexc@gmail.com 4 2391-273-00-001 4.28 acres 1849 Upper Cattle Creek Road, Carbondale, CO, 81623 section 27 township 7 range 87 PCLIN SE1/4SW1/4 BK-0203 PG-0091 WDBK-0471 PG-0450 SWD09-26-87 R915310 DC 12-04-87 R915314 DEC 05-11-05 4 3/15/21 Inspection Result Eagle County, Colorado P.O. Box 179 500 Broadway Eagle, CO Phone: (970) 328-8730 Fax: (970) 328-7185 IVR Phone: 1-866-701-3307 Inspection Number: INSP-517033-2022 Permit Number: OWTS-020777-2021 Inspection Date: 08/24/2022 Inspector: Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: Major RepairOwner:Carole and Matthew Inglis Job Address:1849 UPPER CATTLE CREEK RD IVR Pin Number:192440 EL JEBEL AREA, CO Project:<NONE> Parcel Number:239127300001 Contractor:Phone: (970) 274-1533 / Cell: Dirt Devil Excavation Inc. Inspection Status: Approved Inspection Notes Inspector Comments Added Item: Septic Tank A 1500-gallon, two-compartment poly Infiltrator septic tank with an effluent filter on the outlet tee was used. Added Item: Record Drawing Received 8/23/2022 from CBO Inc. Added Item: Record Photos Received 8/23/2022 from CBO Inc. Added Item: Site and Soil Received 3/18/2021 from CBO Inc. Added Item: Final Certification Letter Received 8/23/2022 from CBO Inc. Added Item: General Plan Received 3/18/2021 from CBO Inc. Added Item: Soil Treatment Area (STA) The STA consists of 7 shallow trenches with 11 Infiltrator Quick 4 Plus Standard chambers for a total of 77. Added Item: Identification of Systems Contractor Dirt Devil Excavation was the licensed installer. Wednesday, August 24, 2022 For more information visit: http://www.eaglecounty.us Page 1 of 2 Wednesday, August 24, 2022 For more information visit: http://www.eaglecounty.us Page 2 of 2 129 Cains lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com August 19, 2022 Project No. C1552 Carole Inglis caroleinglis@gmail.com Onsite Wastewater Treatment System (OWTS) Installation Observations 1849 Upper Cattle Creek Road Eagle County, Colorado Permit Number OWTS-020777-2021 Carole, CBO Inc. observed the installation of the onsite wastewater treatment system (OWTS) on May 13, 2021 for the subject property. Dirt Devil Excavation installed the system. The new OWTS design is based on 3-bedrooms plus a future 2-bedroom ADU for a total of 5 bedrooms. An average daily wastewater flow of 750 GPD will be used. The existing septic tank was pumped and removed. The system installation included a 1500-gallon, two-compartment poly Infiltrator® septic tank with an effluent filter on the outlet tee. This filter must be cleaned annually, or as needed. Risers bring the manhole lids to grade for access. Effluent gravity flows to a distribution box, and then to seven gravelless chamber trenches. The distribution box was accessible from grade and flow equalizers were installed on each outlet pipe in the distribution box to assure equal flow to each trench. Each trench consisted of 11 ‘Quick 4’ Standard Plus Infiltrator® chambers for a total of 924 square feet of infiltrative area. There was at least 4-feet of undisturbed soil between each trench. Inspection ports were installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. CBO Inc. should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. 8-22-2022 Please call with questions. Sincerely, CBO Inc. Reviewed By: Carla Ostberg, MPH, REHS Romeo Baylosis, P.E. Sewer line from house Septic tank installation Effluent filter Sewer line to distribution box Distribution box Piping from distribution box Inspection port Distribution lines to trenches Distribution box Trench Inspection ports at end of trenches Tank after backfill Distribution box STA backfilled Cleanouts Existing metal tank abandoned / removed Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-020777-2021 Permit Type: OWTS Permit Work Classification: Major Repair Permit Status: Active Issue Date: 3/18/2021 Expires: 7/16/2021 On-Site Wastewater Treatement System Project Address Parcel Number 1849 UPPER CATTLE CREEK RD, EL JEBEL AREA,239127300001 Owner Information Address Carole Inglis 1849 UPPER CATTLE CREEK RD EL JEBEL AREA, CO Phone: Cell: (970) 618-7674 Email: caroleinglis@gmail.com Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email RB Civil LLC, Romeo Baylosis (970) 471-1103 romeo@rbcivil.com Contractor License Number Phone Email Dirt Devil Excavation Inc.dirtdevilexc@gmail.com(970) 274-1533 Permitted Construction / Details: This system is designed to replace the existing failing septic system. Replace the existing system, originally installed in the year 1969, exactly as depicted in the CBO Septic Consulting design stamped and signed on October 28th, 2020 by Romeo Baylosis and dated on October 17th, 2020. The new system will be sized to accommodate the maximum daily flows for a 3 bedroom residence with the future addition of 2 bedroom Auxiliary Dwelling Unit (ADU). At the time of submitting for the ADU building permit application, an alteration permit must be obtained for the connection of the ADU to this OWTS . This OWTS consists of one new sewer line from the residence. An Infiltrator 1,500 gallon, two-compartment poly septic tank shall be used with an effluent filter in the outlet tee. A Valley Precast distribution box with 7 flow equalizers will be used, and must be set level upon compacted gravel, and made accessible at grade. The STA consists of 7 shallow trenches with 11 Infiltrator Quick 4 Plus Standard chambers for a total of 77. The existing septic tank should be abandoned per ECPHE OWTS Regulations #43.9.C. A licensed installer has not been identified. No person shall install, renovate, or repair an OWTS in Eagle County (EC) without a valid EC Systems Contractor License. Any person that conducts a business as a systems contractor without having obtained a valid license section commits a Class 1 petty offense as defined in section 18-1.3-503, C.R.S. Please notify the department when an installer is identified, prior to installation of the OWTS. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Danielle Sell Date March 18, 2021 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Thursday, March 18, 2021 1 832‐R‐13‐002 33 Four Wheel Drive Road Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com October 17, 2020 Project No. C1552 Carole Inglis caroleinglis@gmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design 3 Bedroom Residence + 2-bedroom Future ADU 1849 Upper Cattle Creek Road Eagle County, Colorado Carole, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Basalt, in an area where OWTSs and wells are necessary. Legal Description: Section: 27 Township: 7 Range: 87 PCLIN SE1/4SW1/4 BK-0203 PG-0091 WD BK-0471 PG-0450 SWD 09-26-87 R915310 DC 12-04-87 R915314 DEC 05-11-05 Parcel ID: 2391-273-00-001 SITE CONDITIONS A 3-bedroom, single-family residence presently exists and is utilizing an existing OWTS. The existing OWTS is aging and original to the house (1969). A new, 2-bedroom additional dwelling unit (ADU) is also proposed. The residence is served by a shared well that is located on the neighboring property to the east. The well is greater than 50-feet from the proposed septic tank and greater than 100-feet from the proposed soil treatment area (STA). There is a transition between the yard area and native vegetation to the west. The STA will begin to the west of the yard. The proposed STA is in the native vegetation on the property, to the west of the yard. The area slopes to the south with an approximate 20% slope. The western property boundary has been staked by a surveyor and a minimum 10-foot setback from the property line will be maintained. 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. Page 2 SUBSURFACE The subsurface was investigated on August 18, 2020 by digging three soil profile test pit excavations (Test Pits). Visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.1 The materials encountered in the Test Pit #1 consisted of dark brown topsoil to 1.5-feet, underlain by tan calcareous clay matrix to a maximum depth explored of 6.5-feet. No bedrock or groundwater was encountered. The materials encountered in the Test Pit #2 consisted of dark brown topsoil to 0.5-feet, underlain by tan calcareous clay matrix to a maximum depth explored of 6.5-feet. No bedrock or groundwater was encountered. The materials encountered in the Test Pit #3 consisted of dark brown topsoil to 1.0-feet, underlain by tan calcareous clay matrix to a maximum depth explored of 7.0-feet. No bedrock or groundwater was encountered. Soils encountered are consistent with Soil Type 2. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS. Test Pit #1 Backfill 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Sieved sample Ribbon less than 1” / peds Test Pit #2 View of test pits Page 4 Test Pit #3 DESIGN SPECIFICATIONS The existing septic tank will be pumped, crushed, and remaining void filled with onsite material or removed. The existing STA will be abandoned in place. Design Calculations: Average Design Flow Main House = 75 GPD x 2 people/bedroom x 3 Bedrooms = 450 GPD Average Design Flow Future ADU = 75 GPD x 2 people/bedroom x 2 Bedrooms = 300 GPD Average Design Flow = 750 GPD LTAR = 0.6 GPD/SF 750 GPD / 0.6 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 875 SF The OWTS design is based on 5 total bedrooms. An average daily wastewater flow of 750 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ as the sewer line existing the residence. 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 Approx. horizontal distance 23’ / min. 2% fall to septic tank / min. 5.75” fall Distribution Box Approx. horizontal distance 35’ / min. 1% fall to distribution box / min. 4.375” fall Infiltrative Surface (upper trench) Approx. horizontal distance to upper trench 14’ / min. 1% fall / min. 1.75” fall Page 5 A new 4-inch SDR-35 sewer line must be installed with a double-sweep clean out and minimum 2% fall to the septic tank. The system installation must include a 1500-gallon, two-compartment poly Infiltrator® septic tank with an effluent filter on the outlet tee. 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 seven 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 bed. Each trench will consist of 11 ‘Quick 4’ Standard Plus Infiltrator® chambers for a total of 924 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench, although we recommend 6-feet separation where feasible. 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 MODEL NO. COMMENTS Septic Tank Infiltrator® IM-1530-2CP 1500-gallon, 2- compartment poly septic tank Biotube Effluent Filter Orenco® Full Size Effluent Filter and housing Tank Risers and Lids Orenco® Double-walled PVC Risers and Lids (24” diameter) Distribution Box Valley Precast D-Box 8C Concrete distribution box Flow Equalizers 3049 Equalizer 7 Flow Equalizers Chambers Infiltrator® Standard Plus 77 ‘Quick 4’ Chambers Alternatives may be considered or recommended by contacting our office. Construction must be according to Eagle County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Eagle County Environmental Health Department, and this design. 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. Page 6 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 area. 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. 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. 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. Page 7 10-28-2020 LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in 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. Reviewed By: Carla Ostberg, MPH, REHS Romeo A. Baylosis, PE 1849 Upper Cattle Creek Road Legend Eddie Ln 100 ft N➤➤N INGLIS, MATTHEW C. & CAROLE A. 1849 UPPER CATTLE CREEK RD CARBONDALE, CO 81623-9745 Account: R027960 Tax Area: 007 - EL JEBEL (AREA) - 007 Acres: 4.280 Parcel: 2391-273-00-001 Situs Address: 001849 EL JEBEL RD EL JEBEL AREA, 0 Value Summary Value By:Market Override Land (1)$209,000 N/A Single Family Residence (1) $421,840 N/A Extra Feature (1)$1,290 N/A Total $632,130 $632,130 Legal Description Section: 27 Township: 7 Range: 87 PCLIN SE1/4SW1/4 BK-0203 PG-0091 WD BK-0471 PG-0450 SWD 09-26-87 R915310 DC 12-04-87 R915314 DEC 05-11-05 Sale Data Doc. #Sale Date Deed Type Validity Verified Sale Price Ratio Adj. Price Ratio Time Adj. Price Ratio 201122463 11/29/2011 WD QV Y $484,300 130.52 $481,800 131.20 $481,800 131.20 915311 04/29/2005 WD QV Y $430,000 147.01 $429,800 147.08 $429,800 147.08 Land Occurrence 1 Abstract Code 1112 - SINGLE FAM.RES.-LAND Percentage 100.0 Use Code 1000 - RESIDENTIAL Neighborhood 1010 - OAK RIDGE I Land Code 9057 - FOX RUN MEADOWS Super Neighborhood 900 - BASALT / EL JEBEL AREA Size 4.28 Location Adjustment 110 SubArea ACTUAL EFFECTIVE HEATED FOOTPRINT Land L 1 Total 1.00 Value Rate Rate Rate Rate Property Record Card Eagle County A#: R027960 P#: 239127300001 As of: 10/27/2020 Page 1 of 4 Land Occurrence 1 $209,000 209,000.00 Single Family Residence Occurrence 1 Abstract Code 1212 - SINGLE FAM.RES- IMPROVEMTS Percentage 100.0 Use Code 1000 - RESIDENTIAL Neighborhood 1010 - OAK RIDGE I Building Type 121200 - SFR Arch Style 15 - A FRAME Exterior Wall 14 - WD SID AVG Percentage 100.0 Roof Cover 10 - WD SHINGLE Roof Structure 9 - A-FRAME Interior Wall 5 - DRYWALL Percentage 100.0 Floor 14 - CARPET INV 23 - CERAMIC TL Percentage 80 20 Heating Fuel 3 - GAS Heating Type 5 - HT WTR B/B Air Conditioning 1 - NONE Actual Year Built 1969 Bedrooms 3 Bathrooms 2.5 Construction Quality 4 - AVERAGE Effective Year Built 2002 Fixtures 9 Rooms 8 Units 1 Units 1 Super Neighborhood 900 - BASALT / EL JEBEL AREA Stories 3 - STORIES 3.0 Use Code 1000 - RESIDENTIAL Garage 1.5 - GARAGE 351-500 SubArea ACTUAL EFFECTIVE HEATED FOOTPRINT BAS 840.0 840.0 840.0 840.0 FBM 792.0 633.6 792.0 792.0 FOP 288.0 86.4 288.0 FUS 346.0 346.0 346.0 346.0 GDF 461.3 461.3 SPC 96.0 9.6 96.0 WDD 304.0 60.8 304.0 Total 3,127.30 1,976.40 1,978.00 3,127.30 Value Rate Rate Rate Rate $421,840 134.89 213.44 213.27 134.89 Property Record Card Eagle County A#: R027960 P#: 239127300001 As of: 10/27/2020 Page 2 of 4 Single Family Residence Occurrence 1 Sketch by Apex Medina™35.0'24.0'35.0'24.0' BAS 840.0 ft²10.0'24.0'10.0'WDD 240.0 ft²33.0'24.0'33.0'24.0' FBM 792.0 ft²12.0'24.0'12.0'FOP 288.0 ft²22.5'20.5'22.5'20.5' GDF 461.3 ft²11.0'5.0'8.0'24.0'8.0'5.0'11.0'12.0'8.0' SPC 96.0 ft² 8'8'WDD 64.0 ft² 14' FUS 346.0 ft² Extra Feature Occurrence 1 XFOB Code 104 - SHED A Abstract Code 1212 - SINGLE FAM.RES- IMPROVEMTS Percentage 100.0 Use Code 1000 - RESIDENTIAL Neighborhood 1010 - OAK RIDGE I SubArea ACTUAL EFFECTIVE HEATED FOOTPRINT XFOB Units 150 Total 150.00 Value Rate Rate Rate Rate $1,290 8.60 Property Record Card Eagle County A#: R027960 P#: 239127300001 As of: 10/27/2020 Page 3 of 4 Extra Feature Occurrence 1 Sketch by Apex Medina™12'12.5'12'12.5' 150.0 ft² SHED Abstract Summary Code Classification Actual Value Taxable Value Actual Override Taxable Override 1112 SINGLE FAM.RES.-LAND $209,000 $14,940 NA NA 1212 SINGLE FAM.RES-IMPROVEMTS $423,130 $30,250 NA NA Total $632,130 $45,190 NA NA Property Record Card Eagle County A#: R027960 P#: 239127300001 As of: 10/27/2020 Page 4 of 4