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HomeMy WebLinkAbout4553 Frying Pan Rd - 246702300020Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-018433-2020 Permit Type: OWTS Permit Work Classification: Minor Repair Permit Status: Active Issue Date: 3/26/2020 Expires: 7/24/2020 On-Site Wastewater Treatement System Project Address Parcel Number 4553 FRYING PAN RD, BASALT AREA,246702300020 Owner Information Address Scott Mattice 4553 FRYING PAN RD BASALT AREA, CO Phone: (970) 688-0708 Cell: Email: srmattice@gmail.com Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email All Service Septic, Richard Petz (970) 704-0484 richard@allservicespetic.c om Contractor License Number Phone Email Hagist Excavation, LLC tim@hagistx.com(970) 379-9726OWTSPL-000061-20 20 Permitted Construction / Details: Replacement of the septic tank originally permitted under #239IS exactly as depicted in the All Service Septic, LLC design packet prepared by Carla Ostberg, stamped, signed and dated September 18, 2019, by Richard H. Petz, PE. The replacement tank is a 1,500 gallon two compartment Infiltrator poly septic tank with effluent filter on the outlet tee. Risers must be added as necessary to bring both access manholes to or above grade. The old tank is to be abandoned in place as specified in43.9(C.). Install a double-sweep clean out as specified on the design drawings between the tank and the house. Replace cast iron sewer pipe as necessary with ASTM Standard D 3034 or greater strength, schedule 40 is preferred. Be sure to stake soil treatment area to prevent soil compaction from heavy equipment or tank staging. Contact design engineer to perform all inspections necessary to certify proper installation. Engineer certification must be submitted to and approved by Eagle County Environmental Health along with a record drawing and photos prior to the use of the new tank. 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 Claire Lewandowski Date March 26, 2020 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 26, 2020 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 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-502970-2020 Permit Number: OWTS-018433-2020 Inspection Date: 10/02/2020 Inspector: Lewandowski, Claire Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: Minor RepairOwner:Scott Mattice Job Address:4553 FRYING PAN RD IVR Pin Number:190009 BASALT AREA, CO Project:<NONE> Parcel Number:246702300020 Contractor:Phone: (970) 379-9726 / Cell: (970) 379-9726Hagist Excavation, LLC Inspection Status: Approved Inspection Notes The above-referenced permit has been inspected and finalized. The permit was issued for the replacement of the existing tank, original permit #239IS. Additional information about the maintenance of your septic system needs can be accessed through eaglecounty.us, provided on the Environmental Health Department’s septic system resource page. Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with taproots, irrigation systems, and parking areas above the soil treatment area can cause a premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Inspector Comments Added Item: Septic Tank Observed in compliance with PE design and regulations. Added Item: Record Drawing Received. Passed. Added Item: Record Photos Received. Passed. Added Item: Final Certification Letter Received. Stamped, signed, and dated September 25, 2020 by Richard H. Petz, PE. Passed. Added Item: General Plan Old tank abandoned in place, observed in compliance. Added Item: Identification of Systems Contractor Hagist Excavation, installation completed April 3, 2020. Friday, October 2, 2020 For more information visit: http://www.eaglecounty.us Page 1 of 2 Friday, October 2, 2020 For more information visit: http://www.eaglecounty.us Page 2 of 2 September 23, 2020 Project No. C1470 Erin and Scott Mattice srmattice@gmail.com mattice.erin@gmail.com Onsite Wastewater Treatment System (OWTS) Installation Observations 4553 Frying Pan Road Eagle County, Colorado Permit Number OWTS-018433-2020 Erin and Scott, ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on April 3, 2020 for the subject property. Hagist Excvation installed the system. The existing septic tank was pumped and the sides and top collapsed and the void filled with onsite soils. A new 1500-gallon, two-compartment Infiltrator® septic tank was installed with Orenco® Biotube effluent filter on the outlet tee. This filter must be cleaned annually, or as needed. B&R jetted the sewer line exiting the septic tank and STA after the new septic tank installation. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC 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. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS 9/25/2020 Old septic tank crushed existing PVC glued to new portion of sewer line Clean outs on inlet and outlet pipes new septic tank Inlet tee Effluent filter with handle extension lids to grade after backfill Inlet outlet / with risers 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-018433-2020 Permit Type: OWTS Permit Work Classification: Minor Repair Permit Status: Active Issue Date: 3/26/2020 Expires: 7/24/2020 On-Site Wastewater Treatement System Project Address Parcel Number 4553 FRYING PAN RD, BASALT AREA,246702300020 Owner Information Address Scott Mattice 4553 FRYING PAN RD BASALT AREA, CO Phone: (970) 688-0708 Cell: Email: srmattice@gmail.com Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email All Service Septic, Richard Petz (970) 704-0484 richard@allservicespetic.c om Contractor License Number Phone Email Hagist Excavation, LLC tim@hagistx.com(970) 379-9726OWTSPL-000061-20 20 Permitted Construction / Details: Replacement of the septic tank originally permitted under #239IS exactly as depicted in the All Service Septic, LLC design packet prepared by Carla Ostberg, stamped, signed and dated September 18, 2019, by Richard H. Petz, PE. The replacement tank is a 1,500 gallon two compartment Infiltrator poly septic tank with effluent filter on the outlet tee. Risers must be added as necessary to bring both access manholes to or above grade. The old tank is to be abandoned in place as specified in43.9(C.). Install a double-sweep clean out as specified on the design drawings between the tank and the house. Replace cast iron sewer pipe as necessary with ASTM Standard D 3034 or greater strength, schedule 40 is preferred. Be sure to stake soil treatment area to prevent soil compaction from heavy equipment or tank staging. Contact design engineer to perform all inspections necessary to certify proper installation. Engineer certification must be submitted to and approved by Eagle County Environmental Health along with a record drawing and photos prior to the use of the new tank. 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 Claire Lewandowski Date March 26, 2020 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 26, 2020 1 September 14, 2019 Project No. C1470 Erin and Scott Mattice srmattice@gmail.com mattice.erin@gmail.com Onsite Wastewater Treatment System Design – Septic Tank Replacement 4553 Frying Pan Road Eagle County, Colorado Erin and Scott, ALL SERVICE septic, LLC has completed a septic tank replacement design for the subject residence. The legal description of the 2.0-acre property is as follows: Legal Summary: Tract: 41 Section: 2 Township: 8 Range: 86 PCLIN BK-0284 PG-0609 BK-0365 PG-0955 08-16-83 BK-0544 PG-0243 QCD 10-22-90 R853158 SWD 09-21-03 R870473 WD 01-09-03 Parcel ID: 2467-023-00-020 CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) inspection at of the subject OWTS on May 3, 2009. The inspection report is enclosed. SITE CONDITIONS The subject OWTS consists of a two-compartment concrete septic tank (either 1000-gallons or 1250- gallons) followed by a soil treatment area (STA). Documents note the STA was to provide a minimum infiltrative area of 800 square feet and the file “as-built.pdf” notes a 24’ x 42’ STA. If the system was installed in 1978, we assume the STA consists of pipe and gravel. Although the system is experiencing no issues at this time, there is a desire to upgrade the septic tank and potentially the sewer line from the house to the septic tank. DESIGN SPECIFICATIONS The existing septic tank will be pumped and the sides and top collapsed and the void filled with onsite soils or the tank may be removed. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ (existing sewer line exiting the residence). ALL SERVICE septic, LLC 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 Min. 98’ (match elevation of existing sewer line entering tank) Page 2 The existing sewer line may be cast iron, which is prone to clogging and deterioration. The sewer line must be explored and if found to be in poor condition, it must be replaced. A double-sweep clean out must be added to the sewer line between the residence and the new septic tank. The sewer line must maintain a minimum 2% grade from the house to the septic tank. A new 1500-gallon, two-compartment Infiltrator® septic tank must be installed with Orenco® Biotube effluent filter on the outlet tee. The sewer line to the STA must be replaced if found to be cast iron. The existing STA will remain in use. The component manufacturers are typical of applications used by contractors and engineers in this area. 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 ALL SERVICE septic, LLC 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 ALL SERVICE septic, LLC 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. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. 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 irritation 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 backfilled STA. 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. Page 3 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. 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. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC 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 installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS 9/18/19 • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT CBO Inc. 33 Four Wheel Drive Road Carbondale, CO 81623 cell) 970-309-5259 carla.ostberg@gmail.com May 4, 2019 Erin and Scott Mattice srmattice@gmail.com mattice.erin@gmail.com Onsite Wastewater Treatment System (OWTS) Inspection 4553 Frying Pan Road Eagle County, Colorado Erin and Scott, As requested, CBO Inc. performed an Onsite W astewater Treatment System (OWTS) inspection at 4553 Frying Pan Road, Basalt, Colorado on May 3, 2019. The legal description of the 2.0-acre property is as follows: Legal Summary: Tract: 41 Section: 2 Township: 8 Range: 86 PCLIN BK-0284 PG-0609 BK-0365 PG-0955 08-16-83 BK-0544 PG-0243 QCD 10-22-90 R853158 SWD 09-21-03 R870473 WD 01-09-03 Parcel ID: 2467-023-00-020 We were provided the attached records on the property from Eagle County Environmental Health Department. Permit No. 239 was issued for a 4-bedroom duplex. The current residence has 4- bedrooms and the proposed remodel will have no more than 4-bedrooms. Other documents indicate issues with the site plan that was provided by the then-property owner. There is conflicting information on the county documents as to whether the septic tank was 1000 gallons or 1250 gallons. The drawing provided by the county, with the electronic file name “as-built.pdf” notes a 1250-gallon septic tank. The septic permit never received final approval. B&R Septic pumped the septic tank in June 2016. The invoice was for 1000-gallons; however, this may not be accurate. The difference in 250 gallons is sometimes difficult to determine in the pump truck. We were also provided documents for a system installed in 2001, but we believe this is a neighboring property. At the time of our inspection, both septic tank lids were accessible from grade. Given the age of the structure, it is possible that the sewer line from the house to the septic tank could be cast iron. Cast iron is prone to clogging and deterioration. We recommend this sewer line be explored to assess the condition of the sewer line. The subject OW TS consists of a two-compartment concrete septic tank (either 1000-gallons or 1250- gallons) followed by a soil treatment area (STA). Documents note the STA was to provide a minimum infiltrative area of 800 square feet and the file “as-built.pdf” notes a 24’ x 42’ STA. If the system was installed in 1978, we assume the STA consists of pipe and gravel. At the time of our inspection, both manhole lids were accessible from grade. Three feet of risers were added to each side of the septic tank. Both inlet and outlet tees were present. The outlet tee is tucked under the lid of the septic tank, making our typical recommendation of adding an effluent filter not feasible. The outlet tee is cocked up slightly, indicating possible settling of the pipe outside of the septic tank. Levels in the septic tank were normal at the time of our inspection. We walked the area of the STA and no inspection ports were observed. We found no evidence of surface saturation or failure at the time of our inspection. This evaluation is not a guarantee of future system performance. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11044ITC Exp. April 2020 Inlet tee (3-risers) Outlet tee (tucked under lid of tank) Mid tank baffle View of possible STA Looking south from septic tank (berm near south property boundary) / looking east View looking east / septic tank located near red rocks 4553 Frying Pan Road Legend 90 ft N➤➤N 832‐R‐13‐002 EAGLE JN1 DEPARTMENT OF ENVIRONN. JAL EALTH Box 811 6th & Broadway PERMIT MUST BE POSTED ON PROPERTY Eagle, Colorado 81631 PLEASE ULL FOR FINAL INSPECTION PERMIT NO 239 (this does not constitute • a building or use permit) Owner GERALDINE D. RING System Location SEVEN CASTLES SUBDIVISION Licensed Contractor WM FITZSIMMONS * Conditional Construction approval is hereby granted fora i ,non gallon Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Perc rate 1 inches in 20 minutes 800 sq. ft. absorption area per bedroom 200 # of bedrooms 4 x 200 sq. ft. minimum requirement May we suggest 800 sq. feet of drainage field. �J�y Date 1 /] 9178 Inspector FRTK W FDFFN FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to covering any part. Date Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. Proper materials and assembly. Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. Adequate compliance with County and State regulations/requirements. Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973 2. This permit is valid only for connection to structures which have fully complied with County Zoning and building requirements. Connection to or use with any dwelling or structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewag;o disposal system in a manner which involves a knowing and material variation from the terms or spef,;ifications con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or 4 U' � � �.� l� � J S ySTs'4✓I ENVIRONMENTAL HEALTH PERMIT NO. I P.O. BOX 81 1 PERMIT FEE $25.00 EAGLE, COLORADO 81631 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT NO 432 �� Name of Owner: 6re-yd ,�.((ff""`e - D, Phone: " 117-q-3 ?!I: Address of Owner: ��1 , L4Dj- U�,2kK ,, ►y1 � 4_lp ._ IYTk`t(-' 1U 4.1-)o_ Is facility within boundaries of a city/town or sanitation district? AID Distance to nearest sewer system: 1 r" I LX--d Location of Proposed System: 5fVe4-1 CA-S14LS SLI-01U144PI'l Legal Discription: L(M yY , n5P4 n l2"q 9-+S 4 t-+ Type of Structure: Single Family Dwelling ( ) Other: No. Bedrooms 4 Water Supply: Private Well (`�) Location: n r Distance From leach field: 4?00 Size of Lot: ?- Public Water Supply: W An appropriate plat plan must accompany site inspection for this application showing required information. (See attached sheet.) The individual sewage disposal system will be constructed and installed in accordance with the regulations governing individual sewage systems within Eagle County, and shall comply with House Bill 1553 CRS 66-14, 1973. Payment shall be made to the Eagle County Treasurer. Permit, upon approval of this application, may be obtained at the Eagle County sanitarian's office. Appointment for final inspection must be made prior to construction by contacting the inspecting sanitarian. [Phone 328-7718 between 8:30 and 9:00 AM.] Refer to permit number. No approval will be given on any system without final inspection. responsib Name, address, and telephone of CA-" �.1 C �WLUP Ci/ , "F,iu for des' n of syst m: � �: KA- -7- ZX-� 7 The undersigned acknowledges that the above information is true and that false information will invalidate the application or subsequent permit. SIGNATURE OF APPLICANT: VA LD1' Date: I ` ' t/� 77 (This a lication becomes invalid 6 months from above date.) HEALTH DEPARTMENT USE ONLY Percolation Information: �"Permit No. - Tank Capacity: gal. (minimum) Fee Receipt: Absorption Area: Sq. ft. (minimum) File: REMARKS: APPLICATION IS: APPROVED ( ) DENIED The above individual sewage disposal system was installed by. AND HAS BEEN INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE EAGLE COUNTY HEALTH DEPT. Date: Sanitarian: 14-M � N1 7 y EAGLE, COLORADO 81631 BOARD OF COUNTY COMMISSIONERS 328-6809 ADMINISTRATION 328-6674 ANIMAL SHELTER 949.4292 ASSESSOR 328-6593 BUILDING INSPECTION 328-6339 CLERK & RECORDER Eagle 328-6377 Basalt 927-3244 COUNTY ATTORNEY 328-6674 ENGINEER 328-6337 ENVIRONMENTAL HEALTH 328-7718 EXTENSION AGENT 328-6370 L-IBRARY 328-7787 PUBLIC HEALTH Eagle 328-6594 Vail 476.5844 PLANNING 328-6338 ROAD &BRIDGE 328-6591 SHERIFF Eagle 328-6611 Basalt 92.7-3244 Gilman 827-5751 SOCIAL SERVICES 328-6328 TREASURER 328-6376 I.. December 16, 1977 Geraldine Rino Taylor Creek, Frvinq Pan Road Basalt, Colorado 81621 Re: Application for Septic Permit in Eagle County, Taylor Creek. The Eagle County Environmental Health Denartment reouires that all applications for Septic Permits in EagleCounty be routed to the Eagle County Buildinp, Planning and Enqineering Departments for their comments prior to issuing any permits. Your application for the above area was routed on 12-13-77. Listed below are the comments and recommendations which were made during this routing procedure. If you have any questions or would like a further explanation please feel free to contact this office or the Eagle County Planning Department. The telephone numbers are listed with each comment. PLANNING: SEr_ IJMI-7-c, C)�.) fL.,#,J Not aporoved. "Site plan is insufficient. — , fully dimensioned, scaled out with scale intervals called out and North arrow. All structures, roadways, easements should be shown. Fully dimensioned and ledaable. Cliff Hoskins, Eagle County Planning P. 0. Pox 179, Eagle, Colorado 81631 32P-6338 It would be to vour advantage if you begin to resolve anv problems and/or requirements as soon as possible so as not to delay the issuance of your permit any lonqer than necessary. Thank you, 1K 41. E EEN, R.P.S. ENVIRONMENTAL HEALTH E W E : s a c "'"1 ­_� cc: CLiff Hoskins, Eagle County Planning Department EAGLE COUNTY ENVIRONMENTAL HEALTH INDIVIDUAL S YSTEM PERMIT ROUTE FORM NAME ate Refered Permit Number LOCATIO ,lease review the attached application and return it and this completed form to he Environmental Health Office within 6 working days. 'LANNING: File No. Complies with: Subdivision Regulations Zoning Regulations Yes No Reviewed by Date if, Recommend Approval �I • Z 1777 omments : S1 )S LO ►?ss I c2 �o�- Z�{ K 3�'' 2MA.T _f�ll�t_�( DI East a,J �f � �,I DN 0[ I T�+�-�D�- �.,�t✓t.-Eck A.rJ� rJ�.�1-} . 'OUNTY ENGIN9ER: Roads Grading Drainage Recommend Approval :omments: 3UILDING DEPARTMENT: Set backs )ther �omments: Site Access Recommend Approval 12%14-177 CBO Inc. ' 33 Four Wheel Drive Road Carbondale, CO 81623 cell) 970-309-5259 `- carla.ostberg(o_gmail.com May 4, 2019 Erin and Scott Mattice srmattice(c�gmail.com mattice.erin(a-)gmail.com Onsite Wastewater Treatment System (OWTS) Inspection 4553 Frying Pan Road Eagle County, Colorado Erin and Scott, As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) inspection at 4553 Frying Pan Road, Basalt, Colorado on May 3, 2019. The legal description of the 2.0-acre property is as follows: Legal Summary: Tract: 41 Section: 2 Township: 8 Range: 86 PCLIN BK-0284 PG-0609 BK-0365 PG-0955 08-16-83 BK-0544 PG-0243 QCD 10-22-90 R853158 SWD 09-21-03 R870473 W D 01-09-03 Parcel ID: 2467-023-00-020 We were provided the attached records on the property from Eagle County Environmental Health Department. Permit No. 239 was issued for a 4-bedroom duplex. The current residence has 4- bedrooms and the proposed remodel will have no more than 4-bedrooms. Other documents indicate issues with the site plan that was provided by the then -property owner. There is conflicting information on the county documents as to whether the septic tank was 1000 gallons or 1250 gallons. The drawing provided by the county, with the electronic file name "as-built.pdf' notes a 1250-gallon septic tank. The septic permit never received final approval. B&R Septic pumped the septic tank in June 2016. The invoice was for 1000-gallons; however, this may not be accurate. The difference in 250 gallons is sometimes difficult to determine in the pump truck. We were also provided documents for a system installed in 2001, but we believe this is a neighboring property. At the time of our inspection, both septic tank lids were accessible from grade. Given the age of the structure, it is possible that the sewer line from the house to the septic tank could be cast iron. Cast iron is prone to clogging and deterioration. We recommend this sewer line be explored to assess the condition of the sewer line. The subject OWTS consists of a two -compartment concrete septic tank (either 1000-gallons or 1250- gallons) followed by a soil treatment area (STA). Documents note the STA was to provide a minimum infiltrative area of 800 square feet and the file "as-built.pdf' notes a 24' x 42' STA. If the system was installed in 1978, we assume the STA consists of pipe and gravel. At the time of our inspection, both manhole lids were accessible from grade. Three feet of risers were added to each side of the septic tank. Both inlet and outlet tees were present. The outlet tee is tucked under the lid of the septic tank, making our typical recommendation of adding an effluent filter not feasible. The outlet tee is cocked up slightly, indicating possible settling of the pipe outside of the septic tank. Levels in the septic tank were normal at the time of our inspection. We walked the area of the STA and no inspection ports were observed. We found no evidence of surface saturation or failure at the time of our inspection. This evaluation is not a guarantee of future system performance. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector's expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, OwL -C�- S Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 110441TC Exp. April 2020 Inlet tee (3-risers) Outlet tee (tucked under lid of tank) Mid tank baffle View of possible STA �j W H Q 7 J L w ❑ Q F- O bO .H 4-D i o o 5-1 d ll-, � � a� a 6 O U rl 41 N •r-I 'T� CH N �Il O CH O U] co •rI rO� , 't"t +� O -P chi �1ll, 4-3 ♦co�� V Y O r—I �j H PA co �-4 cd G) �s bD P� w ° Z r i ' W ' V1 I F � L I Z CC W W R fix' w r i W a U W ] Y C r m 1 Z� N u 1 a r '11 �yy u V J z W Ip Tt=tl 0239—Seven Castles 67k�A. JOB NAN .34s s �� � 3 TA--/1.v6-7,4 I -,-:7 C JOB NO. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED r '\ s' ' II �1 >1 R , Tj A0 `Al ' %e � w S%w,�� a,2 ✓ —f, 0 �u / s�o c'GI ,^� �a s�'c� �.- -�1 �`� `�L� a ., ��c� ems JOB COST SUMMARY 'p1d TOTAL SELLING PRICE ' ^ TOTAL MATERIAL w��, 3 TOTAL LABOR PERMIT #239 Z.2z- 92 OWNER: G�= LOCATION: Seven Castles -14553 Frying Pan Road - Basalt Z kUcs (24 acres) INSTALLER: William Fitzsimmons SIZE OF TANK: 1,000 gallons DWELLING: Duplex - 4 bedrooms x 200 sq.ft. PERC RATE: one inch/20 minutes (800 sq.ft.) (suggest 800 sq.ft. of drainage field) GZC JOB FOLDER Product 278 ®@ NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOB R —A- �s �?DTM\ -1 - p., INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2158-01 BP NO. 14202 OWNER: RICHARD AND DIANE OSTRANDER PHONE: 970-927-4517 MAILING ADDRESS: 4553 FRYING PAN RD., BASALT CO 81621 APPLICANT: SAME PHONE: SYSTEM LOCATION: 4553 FRYING PAN RD., BASALT CO TAX PARCEL NO. 2467-023-00-019 LICENSED INSTALLER: 7 CASTLES PLUMBING & HEATING LICENSE NO. 61-02 PHONE: 970-927-4517 DESIGN ENGINEER: PHONE NO. INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE 1250 GALLON SEPTIC TANK, 1125 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 36 INFILTRATOR UNITS AS RE- QUESTED BY OWNER. SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET WEATHER. DO NOT BACK FILL WITH ANY COBBLES LARGER THAN 8 INCHES IN DIAMETER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. CALL EAGLE COUNTY FOR FINAL INSPECTION PRIOR TO BACKFILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISS- UED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: WILLIAM CARLSON DATE: MAY 8 2002 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO 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. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 1116 SQUARE FEET (VIA 36 H10 INFILTRATOR UNITS ) INSTALLED CONCRETE SEPTIC TANK: 1250 GALLONS IS LOCATED 180 DEGREES AND 50 FEET 6 INCHES FROM THE FIRST CLEANOUT ON THE SOUTH SIDE OF THE HOUSE. COMMENTS: THE FINAL INSPECTION WAS DONE BY VICTOR CROCCO OF EAGLE COUNTY ENVIRONMENTAL HEALTH ON 7/14/03. THIS SYSTEM IS LARGE ENOUGH FOR A FOUR BEDROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: AUGUST 21, 2003 SEP-20 10:23A FROM:EABLE COUNTY ENV HEA 9703288788 T0:919709632396 P-1/5 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, E1 Jebel (970)927-3823 * FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED * REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: 1C�ha- MAILING ADDRESS: —fi Pr5AT �� �1���PHONE: APPLICANT/CONTACT PERSON: D�L�d��IiL-i� _ PHONE:��✓���� LICENSED SYSTEMS CONTRACTOR: '-r-3D PHONE: COMPANY/DBA: ADDRESS: PERMIT APPLICATION IS FOR: (\-4 NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: �� a,,A X Tax Parcel Number: J44(.Prl 00i 3 00 f Lot Size: �, �r P`, Physical Address: BUILDING TYPE: (Check applicable category) C>14 Residential/Single Family Number of Bedrooms `f ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: � APPLICANT SIGNATURE a.-�ti P �Q ��I� ��- Date: 11lalo i AMOUNT PAID: �'�71 RECEIPT #: eP,' DATE: CHECK # : � i •QWT7_Pw 4;Z41 DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY. COLORADO DATE: May 8, 2002 TO: 7 Castles Plumbing & Heating Raymond P. Merry, REHS Director FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Repair #2158-01, Tax Parcel #2467-023-00-017. Property Location: 4553 Frying Pan Rd., Basalt, CO., Ostrander residence Enclosed is your ISDS Repair #2158-01. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. If you have not been contracted to install this system please contact Eagle County Environmental Health. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. Do not back fill any part of the installation until it has been inspected. If all items are not completed, a reinspection fee of $47.00 must be paid before a reinspection is made. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Enclosures: ISDS Permit # 2158-01; ISDS Final Inspection Completeness Form OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eagle-county.com August 21, 2003 Richard & Diane Ostrander 4553 Frying Pan Rd. Basalt, CO 81621 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Permit #2158-01, Tax Parcel #2467-023-00-019. Property location: 4553 Frying Pan Rd., Basalt, CO. Dear Mr. and Mrs. Ostrander: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Vht Kohl Eagle County Environmental Health Department ENCL: Informational Brochure, Final ISDS Permit cc: files, August Chrono file OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 ISDS PERMIT #�� PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH n r OWNER: •PHSYSICAL ADDRESS:_ LEGAL DESCRIPTION: MAILING ADDRESS. TYPE OF DWELLING: NUMBER OF BEDROOMS: TEST HOLES PRE-SOAKED: YES__ NO TIME WATER DEPTH INCHES OF FALL RATE SOIL PROFILE of f � d x112 � 2' lia- 51g do i�51 i ZI 891 TIME TO DROP LAST INCH: PERC RATE:_ MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: COMMENTS: �}'-�� 2�! i '�; ; ENVIRONMENTAL HEALTH SPECIALIST DATE 08/04/2003 22:17 9709271296 PA13E 02 Richard and Diane OstrandeJr 4553 Frying Pan Road Basatt, CO 81621 970-927-4517 August 5, 2003 Eagle County Er. ironmental Health Aftn-I Victor n.: ISDS Permit # 2158-01 / 4517 Frying Pan Rd. Basalt Dear Victor, This letter is to notify you that fintuediately -following Your inspection of our leach field illstallation last 0--Month (July) we built up the earth between the rd and 3r" laterals where it had stuffed in and collapsed. We were successful in building up the wall prior to our back fill of the leach field. Please call if you have any questions, Thank you for all your help and assistallce. sincerely, Dixie Ostrander kichard Ostrander ISLES Installer # 61-02 ISDS penrdt #, I$8 01 Date -./(/-U3 T-e*+�� F* na1 Tngnaat_ i.Qn ' c'o�n� atasas�lta�rm - _wt �� ser-S Tank is �0 gal- Tank Material . e . cG .A C©,� r e e Tank is located Si b ft- and degrees Boat � L� y � C\e c ��•J'� Ip.s�a.rc i..a..sw Tarok is located ft. and degrees fr-- Tank set level. Tank lids within SO of finished grade. size of field__ft' units lineal ft. Technology S�wwc�ct� 1h��lir��eifi Cleanout is installed in between tank and house(+ 1/100ft)- f/ Therc is a "T" that goes down 14 inches in the inlet and outlet of the tank-. Inlet. and outlet is scaled with grubber gasket etc. =70inxwas tvao° apartments with the.;= s q+a�.:o aXtment closest to the house. �0__-Maburer distance and relative Depth of field. ft _ -.- Soil interface raked_ �/ spectioa portals at the.end_of each trench.. Proper distance to setbacks. _ Chambers properly installed as per manufacturer$ specifications. (chambers latched, end plates properly installed, rocks temoved from trenches, etc.) s k,ri c ­? Type of pipe used for lbuilding sewer leach field w�.,+� .t& her Inspection masts iremeats. copy fors to installer's file if reccamendations for improvement were suggested. I(�j ACTION TAKEN: setbacks Well -Potable House Property Lake Dry Tank Drain WatQr Lines line Stream Gulch 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 wj In O v M 01,1 mo n 41, V m i d r 4 /a y v• ` i P �• — /� m a- Q A (14 � � P ry .4.- O m cn —I r t al -{ 0 CA D m r 0_ C!J v e CO)(n y� X Z m Z T< O r" NmM;u rX U) N L O 0 0� �n ro OA � O-n mN D v .�.qF � �1K+Y. i�Y.'. .t �' -. _ wa -.a _ _. � „r '� fM.. �M1 .� .j ca 3+ w �_. !- r ��;� �> F� �i �, �' �' ' ram.; ��r��;� � �► ���`� � h�"4` :�tr: 4'. ,-b _•Z � T -��_ •}, 4 ° - IL �' 4. • �� � �� it ' ` �. �����` S ` •' •.`• � ;'' �_,\�'� 1 It ks tw � , C _ • . ..'fir � • � ram, f�. �M wt , • F fir '►! �yt*,�••-I r� -1j i. S,.>Cw •• •Mtllf°.S.'?�''���• z�fi. _ S�1 _ +`' • f� �, '�` 1 r r? yr -ni �-`Q�":'K "�."'^�fy A i �f` � ,�. kif •�: � .r�,���i�`, �,�, �_ ,.•,•., .:mod-9�.�,: a;�` -, yt. �� .� �..,C - •.yi <w. � y�2r ".W.�n:. YW����e�i.'1 'L.i�•—�� - 'f 1y� :�.•'�� VAL►' .S 4 ,`?�•-T'i�/`.'"R� �' pr t. L�,,'Y���+ � .`�,� •'n�.�.�. ti♦`+1�_ 'S�i M_•. �+e�... .L, �� .� , -... r �� " r a'�� zvJ_.'�� �,,`Y�^'f/• ��y�t�� .,1."'- .1.i'.. x* � -.i�"7 ,� ''^ :t �,,.. "++�v`���. �� ..i.,'x .� ti wC..•%r _ Jv�� � �J•- ! • ��,•�� Yam., . f K }• rvC.� ".�'�"".^�^ � #t� `+� � .w%•• •c :! - "'..•: :.:.• ]/ ����5 f.' ,�: Wit= ��? 'ate:: �, � s' SIF �N�..i I �' ,�• - .J `� a1�, ^��:+� i .'�^✓ u:��'�,,,�. _. �'tir .... � -.. _ -- ..ter �.: ♦•0., ;�+11'a� ice_/ �� �, �,�.Y.."'�a. < • d r.s�y,T���� _ 1 _ _ i• v•:,,.s F.�, '-� � xl 11i tir►� . ,�, ^Y • i �' :RL�it ./�,�" ' f. �• i•' , "_ ,� , }may,_ �.. ..�-. .lj�, ,�.. � ..� ��: 7 � • ' '� �, �- �� - ..- ., a �.�_ fr - . ', ••y. * -1 . _ Rom. - -'�.. �t,:.N- 5..�. I•'.'" ��� . , ems•- • •,.r . ~ - .. ...�, . � - •.'� •-, ...; i _ �. �t ��r' ` , R''^a`� . - . SJ''.dt t `. _t `� Jy. �/ Ki�:.t�� :� 4 •_F• - ' ^µe _�.,,Y •..1 � 1. j.s., ems. ' �: ,� ^�" �,.: � r a-�.'' � �� - � r� ,a' `•, r'�. `' y: M LINES IN SPACE LAND SURVEIS N W+ E S a SCALE: 1"-20'� CONTOUR INTERVAL: 2'-0" LEGAL DESCRIPTION RNDGBEBUG MOREOPARTICULARLTN ESCRIBEDRISI OLLOeSETCODRivP COIORFDO. .... NNING AT A RINi NHENCE THE NORTHEAST CORRER OF SAID TRACT Al BEARS 2.200'B 1353.RSCBEDO HE.1 0FEETISO 10CFEET. THENCE S SS 50'W THE POINTEOF BEGINNINGOiCONTIIIING 83 ACRES MORE OR LESSa.IO FEET To IMPROVEMENT SURVEY CERTIFICATE e ,u ..JL,11'�o`m.1S oI. .;.R °'' LEGEND AND NOTES oiREa.R.C..,.a. —Vr ov�R Ra.E MF UTLITI IMPROVEMENT SURVEY PC,C i �, Sec- 2. 1.8 S., R.86 W., 6iFpm Ea le C LINES IN SPACE SYONEY LMCICOW (LS /4 / / I ) MX0C40WbD4[E CIXO. ..' llroB/q r w,C N- 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-018433-2020 Permit Type: OWTS Permit Work Classification: Minor Repair Permit Status: Active Issue Date: 3/26/2020 Expires: 7/24/2020 On-Site Wastewater Treatement System Project Address Parcel Number 4553 FRYING PAN RD, BASALT AREA,246702300020 Owner Information Address Scott Mattice 4553 FRYING PAN RD BASALT AREA, CO Phone: (970) 688-0708 Cell: Email: srmattice@gmail.com Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email All Service Septic, Richard Petz (970) 704-0484 richard@allservicespetic.c om Contractor License Number Phone Email Hagist Excavation, LLC tim@hagistx.com(970) 379-9726OWTSPL-000061-20 20 Permitted Construction / Details: Replacement of the septic tank originally permitted under #239IS exactly as depicted in the All Service Septic, LLC design packet prepared by Carla Ostberg, stamped, signed and dated September 18, 2019, by Richard H. Petz, PE. The replacement tank is a 1,500 gallon two compartment Infiltrator poly septic tank with effluent filter on the outlet tee. Risers must be added as necessary to bring both access manholes to or above grade. The old tank is to be abandoned in place as specified in43.9(C.). Install a double-sweep clean out as specified on the design drawings between the tank and the house. Replace cast iron sewer pipe as necessary with ASTM Standard D 3034 or greater strength, schedule 40 is preferred. Be sure to stake soil treatment area to prevent soil compaction from heavy equipment or tank staging. Contact design engineer to perform all inspections necessary to certify proper installation. Engineer certification must be submitted to and approved by Eagle County Environmental Health along with a record drawing and photos prior to the use of the new tank. 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 Claire Lewandowski Date March 26, 2020 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 26, 2020 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 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-502970-2020 Permit Number: OWTS-018433-2020 Inspection Date: 10/02/2020 Inspector: Lewandowski, Claire Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: Minor RepairOwner:Scott Mattice Job Address:4553 FRYING PAN RD IVR Pin Number:190009 BASALT AREA, CO Project:<NONE> Parcel Number:246702300020 Contractor:Phone: (970) 379-9726 / Cell: (970) 379-9726Hagist Excavation, LLC Inspection Status: Approved Inspection Notes The above-referenced permit has been inspected and finalized. The permit was issued for the replacement of the existing tank, original permit #239IS. Additional information about the maintenance of your septic system needs can be accessed through eaglecounty.us, provided on the Environmental Health Department’s septic system resource page. Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with taproots, irrigation systems, and parking areas above the soil treatment area can cause a premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Inspector Comments Added Item: Septic Tank Observed in compliance with PE design and regulations. Added Item: Record Drawing Received. Passed. Added Item: Record Photos Received. Passed. Added Item: Final Certification Letter Received. Stamped, signed, and dated September 25, 2020 by Richard H. Petz, PE. Passed. Added Item: General Plan Old tank abandoned in place, observed in compliance. Added Item: Identification of Systems Contractor Hagist Excavation, installation completed April 3, 2020. Friday, October 2, 2020 For more information visit: http://www.eaglecounty.us Page 1 of 2 Friday, October 2, 2020 For more information visit: http://www.eaglecounty.us Page 2 of 2 September 23, 2020 Project No. C1470 Erin and Scott Mattice srmattice@gmail.com mattice.erin@gmail.com Onsite Wastewater Treatment System (OWTS) Installation Observations 4553 Frying Pan Road Eagle County, Colorado Permit Number OWTS-018433-2020 Erin and Scott, ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on April 3, 2020 for the subject property. Hagist Excvation installed the system. The existing septic tank was pumped and the sides and top collapsed and the void filled with onsite soils. A new 1500-gallon, two-compartment Infiltrator® septic tank was installed with Orenco® Biotube effluent filter on the outlet tee. This filter must be cleaned annually, or as needed. B&R jetted the sewer line exiting the septic tank and STA after the new septic tank installation. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC 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. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS 9/25/2020 Old septic tank crushed existing PVC glued to new portion of sewer line Clean outs on inlet and outlet pipes new septic tank Inlet tee Effluent filter with handle extension lids to grade after backfill Inlet outlet / with risers September 14, 2019 Project No. C1470 Erin and Scott Mattice srmattice@gmail.com mattice.erin@gmail.com Onsite Wastewater Treatment System Design – Septic Tank Replacement 4553 Frying Pan Road Eagle County, Colorado Erin and Scott, ALL SERVICE septic, LLC has completed a septic tank replacement design for the subject residence. The legal description of the 2.0-acre property is as follows: Legal Summary: Tract: 41 Section: 2 Township: 8 Range: 86 PCLIN BK-0284 PG-0609 BK-0365 PG-0955 08-16-83 BK-0544 PG-0243 QCD 10-22-90 R853158 SWD 09-21-03 R870473 WD 01-09-03 Parcel ID: 2467-023-00-020 CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) inspection at of the subject OWTS on May 3, 2009. The inspection report is enclosed. SITE CONDITIONS The subject OWTS consists of a two-compartment concrete septic tank (either 1000-gallons or 1250- gallons) followed by a soil treatment area (STA). Documents note the STA was to provide a minimum infiltrative area of 800 square feet and the file “as-built.pdf” notes a 24’ x 42’ STA. If the system was installed in 1978, we assume the STA consists of pipe and gravel. Although the system is experiencing no issues at this time, there is a desire to upgrade the septic tank and potentially the sewer line from the house to the septic tank. DESIGN SPECIFICATIONS The existing septic tank will be pumped and the sides and top collapsed and the void filled with onsite soils or the tank may be removed. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ (existing sewer line exiting the residence). ALL SERVICE septic, LLC 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 Min. 98’ (match elevation of existing sewer line entering tank) Page 2 The existing sewer line may be cast iron, which is prone to clogging and deterioration. The sewer line must be explored and if found to be in poor condition, it must be replaced. A double-sweep clean out must be added to the sewer line between the residence and the new septic tank. The sewer line must maintain a minimum 2% grade from the house to the septic tank. A new 1500-gallon, two-compartment Infiltrator® septic tank must be installed with Orenco® Biotube effluent filter on the outlet tee. The sewer line to the STA must be replaced if found to be cast iron. The existing STA will remain in use. The component manufacturers are typical of applications used by contractors and engineers in this area. 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 ALL SERVICE septic, LLC 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 ALL SERVICE septic, LLC 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. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. 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 irritation 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 backfilled STA. 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. Page 3 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. 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. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC 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 installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS 9/18/19 • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT CBO Inc. 33 Four Wheel Drive Road Carbondale, CO 81623 cell) 970-309-5259 carla.ostberg@gmail.com May 4, 2019 Erin and Scott Mattice srmattice@gmail.com mattice.erin@gmail.com Onsite Wastewater Treatment System (OWTS) Inspection 4553 Frying Pan Road Eagle County, Colorado Erin and Scott, As requested, CBO Inc. performed an Onsite W astewater Treatment System (OWTS) inspection at 4553 Frying Pan Road, Basalt, Colorado on May 3, 2019. The legal description of the 2.0-acre property is as follows: Legal Summary: Tract: 41 Section: 2 Township: 8 Range: 86 PCLIN BK-0284 PG-0609 BK-0365 PG-0955 08-16-83 BK-0544 PG-0243 QCD 10-22-90 R853158 SWD 09-21-03 R870473 WD 01-09-03 Parcel ID: 2467-023-00-020 We were provided the attached records on the property from Eagle County Environmental Health Department. Permit No. 239 was issued for a 4-bedroom duplex. The current residence has 4- bedrooms and the proposed remodel will have no more than 4-bedrooms. Other documents indicate issues with the site plan that was provided by the then-property owner. There is conflicting information on the county documents as to whether the septic tank was 1000 gallons or 1250 gallons. The drawing provided by the county, with the electronic file name “as-built.pdf” notes a 1250-gallon septic tank. The septic permit never received final approval. B&R Septic pumped the septic tank in June 2016. The invoice was for 1000-gallons; however, this may not be accurate. The difference in 250 gallons is sometimes difficult to determine in the pump truck. We were also provided documents for a system installed in 2001, but we believe this is a neighboring property. At the time of our inspection, both septic tank lids were accessible from grade. Given the age of the structure, it is possible that the sewer line from the house to the septic tank could be cast iron. Cast iron is prone to clogging and deterioration. We recommend this sewer line be explored to assess the condition of the sewer line. The subject OW TS consists of a two-compartment concrete septic tank (either 1000-gallons or 1250- gallons) followed by a soil treatment area (STA). Documents note the STA was to provide a minimum infiltrative area of 800 square feet and the file “as-built.pdf” notes a 24’ x 42’ STA. If the system was installed in 1978, we assume the STA consists of pipe and gravel. At the time of our inspection, both manhole lids were accessible from grade. Three feet of risers were added to each side of the septic tank. Both inlet and outlet tees were present. The outlet tee is tucked under the lid of the septic tank, making our typical recommendation of adding an effluent filter not feasible. The outlet tee is cocked up slightly, indicating possible settling of the pipe outside of the septic tank. Levels in the septic tank were normal at the time of our inspection. We walked the area of the STA and no inspection ports were observed. We found no evidence of surface saturation or failure at the time of our inspection. This evaluation is not a guarantee of future system performance. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11044ITC Exp. April 2020 Inlet tee (3-risers) Outlet tee (tucked under lid of tank) Mid tank baffle View of possible STA Looking south from septic tank (berm near south property boundary) / looking east View looking east / septic tank located near red rocks 4553 Frying Pan Road Legend 90 ft N➤➤N 832‐R‐13‐002