The URL can be used to link to this page

Home My WebLink About260 Harmony Ln - 239128102008Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-021290-2021 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 5/5/2021 Expires: 9/2/2021 On-Site Wastewater Treatement System Project Address Parcel Number 260 HARMONY LN, BASALT AREA,239128102008 Owner Information Address Allen McGee Phone: Cell: (561) 866-4980 Email: allen.mcgee@att.net 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 Permitted Construction / Details: Install the new system exactly as depicted in the CBO Inc design dated March 7th, 2021, signed and stamped on March 25th 2021 by Romeo Baylosis, PE. The new system will be sized to accommodate the maximum daily flows for a 5 bedroom residence. This OWTS consists of one sewer line from the residence. An Infiltrator 1,500 gallon, two-compartment poly septic tank with an effluent filter in the outlet tee will be used. A PolyLok distribution box equipped with flow equalizers will be accessible at grade. The STA consists of six shallow trenches of 17 Infiltrator Quick 4 Standard Plus chambers for a total of 102. Be sure to flag and maintain the setback distance from the ditch prior to starting excavation. An additional test pit immediately adjacent to the STA must be conducted and reviewed by the Design Engineer, prior to installation. 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 May 05, 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 Wednesday, May 5, 2021 1 1571 Harbor Cay LaneLongboat Key, FL 34228 INSPECTION WORKSHEET (INSP-520457-2023) FOR EAGLE COUNTY GOVERNMENT OWTS-021290-2021Case Number:Case Module:Permit Management 02/06/2023 ApprovedInspection Status:Inspection Date: OWTS Final InspectionInspection Type:Inspector: Job Address:Parcel Number:260 Harmony Ln Basalt Area, CO 239128102008 Company Name NameContact Type Applicant Steve Smith Construction CO, Inc Steve Smith Engineer RB Civil LLC Romeo Baylosis Engineer Consultant CBO Septic Consulting Carla Ostberg Owner Allen McGee CommentsPassedChecklist Item True A 1500-gallon, two-compartment Infiltrator® poly septic tank with an effluent filter on the outlet tee was used. Septic Tank - Septic Tank True Received 2/6/2023 from CBO Inc.Record Drawing - Record Drawing True Received 2/6/2023 from CBO Inc.Record Photos - Record Photos True Received 5/3/2021 from CBO Inc.Site and Soil - Site & Soil True Received 2/6/2023 from CBO Inc.Final Certification Letter - Final Certification Letter True Received 5/3/2021 from CBO Inc.General Plan - General Plan True The STA consists of six shallow trenches of 17 Infiltrator Quick 4 Standard Plus chambers for a total of 102. Soil Treatment Area (STA) - Soil Treatment Area (STA) True Savage Excavation was the licensed installer.Identification of Systems Contractor - Identification of Systems Contractor February 06, 2023 Page 1 of 1P.O. Box 179, 500 Broadway, Eagle, CO 81631-0179 CBO Inc. 129 Cains Lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com February 3, 2023 Project No. C1588 Allen McGee and Paula Norwood Allen.mcgee@att.net Paulanorwood@mac.com Onsite Wastewater Treatment System (OWTS) Installation Observations 240 Harmony Lane Eagle County, Colorado Permit Number OWTS-021290-2021 Allen and Paula, CBO Inc. observed the installation of the onsite wastewater treatment system (OWTS) on June 8, 2022 for the subject property. Savage Excavation installed the system. An additional Test Pit was excavated prior to construction of the soil treatment area (STA) and soils were verified to be consistent with Silt Clay Loam, Soil Type 3. There was a shallow irrigation ditch that ran through the property prior to construction. This ditch has been filled in and abandoned. The OWTS design is based on 5-bedrooms. An average daily wastewater flow of 600 GPD was used. The system installation included a 1500-gallon, two-compartment Infiltrator® poly 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 six gravelless chamber trenches. The distribution box was accessible from grade with flow equalizers installed on each outlet pipe in the distribution box to assure equal flow to each trench. Each trench consists of 17 ‘Quick 4’ Standard Plus Infiltrator® chambers for a total of 102 chambers and 1224 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 on the expertise of the installer, soil type, and weather conditions. 2-3-2023 Please call with questions. Sincerely, CBO Inc. Reviewed By: Carla Ostberg, MPH, REHS Romeo Baylosis, P.E. Sewer line from house to septic tank Inlet tee Outlet tee with effluent filter View from septic tank to STA Distribution box View of septic tank with risers View of STA Pipe enters top port of end cap Chamber trenches View of trenches from lowest trench 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-021290-2021 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 5/5/2021 Expires: 9/2/2021 On-Site Wastewater Treatement System Project Address Parcel Number 260 HARMONY LN, BASALT AREA,239128102008 Owner Information Address Allen McGee Phone: Cell: (561) 866-4980 Email: allen.mcgee@att.net 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 Permitted Construction / Details: Install the new system exactly as depicted in the CBO Inc design dated March 7th, 2021, signed and stamped on March 25th 2021 by Romeo Baylosis, PE. The new system will be sized to accommodate the maximum daily flows for a 5 bedroom residence. This OWTS consists of one sewer line from the residence. An Infiltrator 1,500 gallon, two-compartment poly septic tank with an effluent filter in the outlet tee will be used. A PolyLok distribution box equipped with flow equalizers will be accessible at grade. The STA consists of six shallow trenches of 17 Infiltrator Quick 4 Standard Plus chambers for a total of 102. Be sure to flag and maintain the setback distance from the ditch prior to starting excavation. An additional test pit immediately adjacent to the STA must be conducted and reviewed by the Design Engineer, prior to installation. 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 May 05, 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 Wednesday, May 5, 2021 1 832‐R‐13‐002 33 Four Wheel Drive Road Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com March 7, 2021 Project No. C1588 Allen McGee and Paula Norwood Allen.mcgee@att.net Paulanorwood@mac.com Subsurface Investigation and Onsite Wastewater Treatment System Design 5-Bedroom Residence 260 Harmony Lane Eagle County, Colorado Allen and Paula, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 8.17-acre property is located outside of Basalt, in an area where OWTSs are necessary. Legal Description: Subdivision: HARMONY VIEW SUBDIVISION FIL 2 Lot: 7 BK-0594 PG-0497 MAP 11-17-92 BK-0583 PG-0547 DEC 06-29-92 Parcel ID: 2391-281-02-008 SITE CONDITIONS The property is currently undeveloped. A 5-bedroom residence is proposed. There is a shallow irrigation ditch that runs through the property. This ditch is inactive and will remain inactive. We recommend filling in the ditch within 50-feet of any OWTS component. The ditch, even inactive, may meet the definition of a stormwater structure or intermittent ditch lateral. A minimum 10- foot setback must be maintained to the septic tank, the sewer line must be encased 10-feet of each side of the crossing (see Encasement Detail W4.0/1), and a minimum 25-foot setback to the soil treatment area (STA). The residence will be served potable water from a community water system. The water line enters the property from the south and will not come within 25-feet of any proposed OWTS. The proposed STA will be located to the northwest of the residence. The area slopes to the northwest with an approximate 6 to 7% slope. 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. Page 2 SUBSURFACE The subsurface was investigated on February 2, 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 the Test Pit #1 consisted of medium brown clay loam topsoil to 5.0-feet, underlain by light brown, dense, calcareous clay matrix to a maximum depth explored of 6.0-feet. No bedrock or groundwater was encountered. The materials encountered in the Test Pit #2 consisted of medium brown clay loam topsoil to a maximum depth explored of 7.0-feet. 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 soil formed a ball and a ribbon between 1 and 2-inches in length before breaking. Soil structure shape was blocky, and consistence was friable to firm. Soil texture was more smooth than gritty. STA sizing is based on Soil Type 3 with moderate structure grade. A long term acceptance rate (LTAR) of 0.35 gallons per square foot will be used to design the OWTS. Test Pit #1 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 View of area south of proposed residence Backfill Test Pit #1 Page 4 Test Pit #2 Backfill Sieved Sample Ribbon Page 5 Test Pit #2 DESIGN SPECIFICATIONS Design Calculations: Average Design Flow = 75 gallons/person/day x 2 people/bedroom x 3 Bedrooms + 150 gallons/day (4th and 5th bedrooms) = 600 GPD LTAR = 0.35 GPD/SF 600 GPD / 0.35 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 1200 SF The 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 at grade 7118’ (Finished Floor) has been established as 100’. The sewer line will exit the foundation at approximately 98’. 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 30’ / min. 2% fall to septic tank / min. 7.5” fall Distribution Box Approx. horizontal distance 88’ / min. 1% fall to distribution box / min. 11” fall Infiltrative Surface Approx. horizontal distance to furthest trench 52’ / min. 1% fall to infiltrative surface / min. 6.5” fall *Elevations are based upon standard OWTS installation practices. Component elevations may change during installation due to site conditions. The 4-inch diameter SDR-35 sewer line exiting the residence must have a double-sweep clean out and a minimum 2% grade to the septic tank. Page 6 The system installation must include a 1500-gallon, two-compartment Infiltrator® poly 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 six gravelless chamber trenches. The distribution box must be accessible from grade and must have flow equalizers, or similar product, installed on each outlet pipe in the distribution box to assure equal flow to each bed. Each trench will consist of 17 ‘Quick 4’ Standard Plus Infiltrator® chambers for a total of 102 chambers and 1224 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. 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 PolyLok Distribution box, flow equalizers, risers, lid Chambers Infiltrator® Standard Plus 102 ‘Quick 4’ Standard Plus Chambers 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. 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 Page 7 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. 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. Page 8 3-25-2021 Please call with questions. Sincerely, CBO Inc. Reviewed By: Carla Ostberg, MPH, REHS Romeo A. Baylosis, PE 90° 85.00' 15.00' Utility Easement 75.00'HARMONY V IEW SUBD IV IS ION , F IL ING 2 ,LOT 5 , BLOCK 2 HARMONY VIEW SUBDIVISION, FILING 1, LOT 1 FOX RUN MEADOWS PUD LOT 21 FOX RUN MEADOWS PUDLOT 10FOX RUN MEADOWS PUDLOT 9FOX RUN MEADOWS PUDLOT 22HARMONY VIEW SUBDIVISION, FILING 1, LOT 2 3-1/2" Aluminum Cap C-E 1/16 Corner Section 28 No. 5 Rebar & 1-1/4" Red Plastic Cap LS No. 16842 Site Benchmark Elev.= 7104.72' 25.0' 20.00' Utility Easement 10.00' 10.00' 30.00' Access & Utility Easement 15.00' Utility Easement 15.00' Private Waterline Easement Gravel Driveway No. 5 Rebar & 1-1/4" Yellow Plastic Cap LS No. 19598 No. 5 Rebar & 1-1/4" Red Plastic Cap LS No. 16842 No. 5 Rebar & 1-1/4" Red Plastic Cap LS No. 16842 Lot 7 8.175 Acres ± Fence Fence Fence Fence Fence Centerline of Ditch Building Envelope Well Sopris ViewCapital ViewHouseHouseHouse HouseHouse H o u s eHouse Found Monument Gas Meter Water Valve Fire Hydrant Water Spigot Telephone Pedestal Electrical Transformer Building Envelope Marker LEGEND PROPERTY DESCRIPTION LOT 7, HARMONY VIEW SUBDIVISION, FILING NO. 2, ACCORDING TO THE PLAT RECORDED NOVEMBER 17, 1992 IN BOOK 594 AT PAGE 497, IN THE EAGLE COUNTY RECORDS AND PLAT RECORDED DECEMBER 1, 1992 AS RECEPTION NO. 441733 IN THE GARFIELD COUNTY RECORDS. COUNTY OF EAGLE/GARFIELD STATE OF COLORADO IMPROVEMENT SURVEY WITH TOPOGRAPHY LOT 7, HARMONY VIEW SUBDIVISION, FILING NO. 2 COUNTY OF EAGLE/GARFIELD, STATE OF COLORADO 260 HARMONY RD, Carbondale, CO 81623 NOTES: 1.) THE DATE OF THE FIELD SURVEY WAS SEPTEMBER 10, 2020. 2.) THIS DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM OR SURVEYOR. 3.) THIS SURVEY IS BASED ON THE FINAL PLAT OF HARMONY VIEW SUBDIVISION, FILING NO. 2, RECORDED DECEMBER 1, 1992 AS RECEPTION NO. 441733 IN THE GARFIELD COUNTY RECORDS. 4.) THIS PROPERTY IS SUBJECT TO EASEMENTS, RIGHTS OF WAY AND/ OR REQUIREMENTS AS NOTED OR SHOWN IN THE RECORDS OF THE EAGLE/GARFIELD COUNTY CLERK & RECORDER AND LISTED IN SAID TITLE COMMITMENT. 5.) THE CONTOUR INTERVAL IS ONE FOOT. 6.) ELEVATIONS ARE BASED ON AN ASSUMED ELEVATION OF 7104.72' ON THE SOUTHWEST PROPERTY CORNER AS SHOWN HEREON. U.S. SURVEY FEET USED SURVEYOR'S CERTIFICATE: I, SCOTT R. BLACKARD, BEING A PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY TO *SEE BELOW* THAT THIS IMPROVEMENT SURVEY WAS PREPARED FROM AN ACTUAL MONUMENTED LAND SURVEY OF THE PROPERTY CORNER MONUMENTS, BOTH FOUND AND SET, UNDER MY DIRECT SUPERVISION AND CHECKING; THAT IT IS CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE AND THAT ALL DIMENSIONS, BOTH LINEAR AND ANGULAR WERE DETERMINED BY AN ACCURATE CONTROL SURVEY IN THE FIELD WHICH BALANCED AND CLOSED WITHIN A LIMIT OF 1 IN 15,000 (WHICH COMPLIES WITH COLORADO PROFESSIONAL STANDARDS FOR A LAND SURVEY PLAT AND THE CURRENT ACCURACY STANDARDS FOR ALTA/ACSM LAND TITLE SURVEYS): I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, OCTOBER 6, 2020, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. *PAULA K. NORWOOD AND ALLEN D. MEGEE *LAND TITLE GUARANTEE COMPANY *FILE NO. BAR64003406-3 *EFFECTIVE DATE: AUGUST 18, 2020 ________________________________________________________________________________________ SCOTT R. BLACKARD L.S. 38342 DATE sblackard11@gmail.com IMPROVEMENT SURVEY WITH TOPOGRAPHY LOT 7, HARMONY VIEW SUBDIVISION, FILING NO. 2 COUNTY OF EAGLE/GARFIELD, STATE OF COLORADO 260 HARMONY RD, Carbondale, CO 81623 NORWOOD, PAULA K. - MCGEE, ALLEN D. 1571 HARBOR CAY LN LONGBOAT KEY, FL 34228-3549 Account: R039696 Tax Area: 007 - EL JEBEL (AREA) - 007 Acres: 8.170 Parcel: 2391-281-02-008 Situs Address: 000260 HARMONY LN BASALT AREA Value Summary Value By:Market Override Land (1)$332,500 $240,000 Total $332,500 $240,000 Legal Description Subdivision: HARMONY VIEW SUBDIVISION FIL 2 Lot: 7 BK-0594 PG-0497 MAP 11-17-92 BK-0583 PG-0547 DEC 06-29-92 Sale Data Doc. #Sale Date Deed Type Validity Verified Sale Price Ratio Adj. Price Ratio Time Adj. Price Ratio 202014562 08/25/2020 SWD N $295,000 81.36 $295,000 81.36 $295,000 81.36 200721504 08/10/2007 WD QV Y $624,000 53.29 $624,000 53.29 $624,000 53.29 839312 06/27/2003 WD QV Y $252,500 131.68 $252,500 131.68 $252,500 131.68 R701783 06/30/1999 WD QV Y $215,000 154.65 $215,000 154.65 $215,000 154.65 B: 000725 P: 000467 04/24/1997 WD QV Y $197,500 168.35 $197,500 168.35 $197,500 168.35 B: 000669 P: 000800 06/16/1995 WD U Y $180,000 184.72 $180,000 184.72 $180,000 184.72 B: 000643 P: 000839 06/15/1994 WD U Y $105,000 316.67 $105,000 316.67 $105,000 316.67 B: 000641 P: 000528 05/10/1994 QCD UI Y $76,500 434.64 $76,500 434.64 $76,500 434.64 Land Occurrence 1 Abstract Code 0100 - VACANT RES LAND Percentage 100.0 Use Code 1000 - RESIDENTIAL Neighborhood 1010.3 - FOX RUN MEADOWS Land Code 9057 - FOX RUN MEADOWS Super Neighborhood 900 - BASALT / EL JEBEL AREA Property Record Card Eagle County A#: R039696 P#: 239128102008 As of: 03/25/2021 Page 1 of 2 Land Occurrence 1 Size 8.17 Location Adjustment 175 SubArea ACTUAL EFFECTIVE HEATED FOOTPRINT Land L 1 Total 1.00 Value Rate Rate Rate Rate $240,000 240,000.00 Abstract Summary Code Classification Actual Value Taxable Value Actual Override Taxable Override 0100 VACANT RES LAND $332,500 $96,430 $240,000 $69,600 Total $332,500 $96,430 $240,000 $69,600 Property Record Card Eagle County A#: R039696 P#: 239128102008 As of: 03/25/2021 Page 2 of 2