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HomeMy WebLinkAbout5509 Upper Cattle Creek Rd - 239115101010Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-018709-2020 Permit Type: OWTS Permit Work Classification: Alteration Permit Status: Active Issue Date: 5/11/2020 Expires: 9/8/2020 On-Site Wastewater Treatement System Project Address Parcel Number 5509 UPPER CATTLE RD, EL JEBEL AREA,239115101010 Owner Information Address Jeff Frank 1656 Las Canoas RD Santa Barbara, CA 93105 Phone: Cell: Email: 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: 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. Alteration of the system exactly as depicted in the CBO Septic Consulting design prepared by Carla Ostberg, dated February 7, 2020, stamped, signed, and dated February 17, 2020 by Romeo A. Baylosis, PE. The alteration is designed to serve the expanded use of the existing barn space into a one bedroom Auxiliary Dwelling Unit, based on a two bedroom design flow. The alteration consists of intersecting the effluent line and adding a distribution box, set level on compacted gravel and made accessible at grade, with speed levelers installed to equally distribute effluent to five trenches, two existing and three new, each consisting of six Infiltrator Quick4 Standard Plus chambers, for a total of 30 chambers and 360 square feet of soil treatment area(STA). The expansion of the STA includes the addition of one chamber at the end of the existing second trench and installation of the three new shallow trenches with chambers. Install inspection ports on both ends of each trench. Scarify trench sidewalls and bottoms prior to placement of chambers. 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 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 or occupancy of the dwelling. 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 May 11, 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 Monday, May 11, 2020 1 Environmental Health (970) 328-8755 PO Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us 500 Broadway, P.O. Box 179, Eagle, Colorado 81631 APPLICATION FOR ON-SITE WASTEWATER TREATMENT SYSTEM (OWTS) PERMIT INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED (PE Design MUST BE INCLUDED) Fee Schedule: New or Major Repairs $800.00 Alteration or Minor Repair $400.00 Fee includes the design review, permitting, inspection and maintenance of OWTS records Make all checks payable to: Eagle County Environmental Health Property Owner: Phone: Owner Mailing Address: Email: Professional Engineer: Phone: *As of 06/27/14, all OWTS in Eagle County require design by a Registered P.E. Email: Applicant/Contact: Phone: Email: Licensed Contractor: Phone: Contractor License #: Email: OWTS Permit Application is for: New Installation Alteration Major Repair Minor Repair Tax Parcel Number: Lot Size: Assessor’s Link: www.eaglecounty.us/patie/ Physical Address: Legal Description: Building Type: Residential / Single Family Number of Bedrooms: Residential / Multi Family Number of Bedrooms: Commercial / Industrial Type of Use: Type of Water Supply: Private/Well Spring Surface Public If Public, Name of Municipality: Applicant Signature: Date: Office Use Only: OWTS Permit #: Building Permit #: Amount Paid: Receipt #: Check#: Date: 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-507028-2021 Permit Number: OWTS-018709-2020 Inspection Date: 05/07/2021 Inspector: Sell, Danielle Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: AlterationOwner:Jeff Frank Job Address:5509 UPPER CATTLE RD IVR Pin Number:190292 EL JEBEL AREA, CO Project:<NONE> Parcel Number:239115101010 Contractor:Phone: (970) 618-0852 / Cell: (970) 618-0852Timberline Excavation Inspection Status: Approved Inspection Notes Inspector Comments Added Item: Record Drawing Received 5/6/2021 from CBO Inc. Added Item: Record Photos Received 5/6/2021 from CBO Inc. Added Item: Site and Soil Received 2/7/2020 from CBO Inc. French drain setback was verified by CBO Inc. Added Item: Final Certification Letter Received 5/6/2021 from CBO Inc. Added Item: General Plan Received 2/7/2020 from CBO Inc. Added Item: Soil Treatment Area (STA) The alteration consists of intersecting the effluent line and adding a distribution box, set level on compacted gravel and made accessible at grade, with speed levelers installed to equally distribute effluent to five trenches, two existing and three new, each consisting of six Infiltrator Quick4 Standard Plus chambers, for a total of 30 chambers and 360 square feet of soil treatment area. Added Item: Identification of Systems Contractor Timberline excavation was the licensed installer. Friday, May 7, 2021 For more information visit: http://www.eaglecounty.us Page 1 of 1 33 Four Wheel Drive Road Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com April 24, 2021 Project No. C1497 Kevin Herman kherrman@advantagebuildersco.com Onsite Wastewater Treatment System (OWTS) Installation Observations 5509 Upper Cattle Creek Road Eagle County, Colorado Permit Number OWTS=018-018709-2020 Isaac, CBO Inc. observed the installation of the onsite wastewater treatment system (OWTS) for the subject property. Timberline Excavation installed the system. The OWTS design is based on 2-bedrooms. An average daily wastewater flow of 300 GPD was used. The existing sewer line and septic tank will remain in use. A new distribution box, accessible from grade, was installed. Flow equalizers were installed to assure equal flow to each trench. The soil treatment area (STA) now consists of the two existing trenches (adding one chamber to the second trench) and three new trenches for a total of five trenches, each with 6 ‘Quick 4’ Infiltrator® chambers for a total of 30 chambers and 360 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 were cut to grade and placed in sprinkler boxes for access. The separation between the trenches and the French drain were verified as the minimum 25-foot setback. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. CBO Inc. should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. 5-6-2021 Please call with questions. Sincerely, CBO Inc. Reviewed By: Carla Ostberg, MPH, REHS Romeo Baylosis, P.E. New trenches Distribution box Piping in and out of distribution box Inspection port at end of trench / Septic tank lids to grade / distribution box accessible from grade 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-018709-2020 Permit Type: OWTS Permit Work Classification: Alteration Permit Status: Active Issue Date: 5/11/2020 Expires: 9/8/2020 On-Site Wastewater Treatement System Project Address Parcel Number 5509 UPPER CATTLE RD, EL JEBEL AREA,239115101010 Owner Information Address Jeff Frank 1656 Las Canoas RD Santa Barbara, CA 93105 Phone: Cell: Email: 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: 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. Alteration of the system exactly as depicted in the CBO Septic Consulting design prepared by Carla Ostberg, dated February 7, 2020, stamped, signed, and dated February 17, 2020 by Romeo A. Baylosis, PE. The alteration is designed to serve the expanded use of the existing barn space into a one bedroom Auxiliary Dwelling Unit, based on a two bedroom design flow. The alteration consists of intersecting the effluent line and adding a distribution box, set level on compacted gravel and made accessible at grade, with speed levelers installed to equally distribute effluent to five trenches, two existing and three new, each consisting of six Infiltrator Quick4 Standard Plus chambers, for a total of 30 chambers and 360 square feet of soil treatment area(STA). The expansion of the STA includes the addition of one chamber at the end of the existing second trench and installation of the three new shallow trenches with chambers. Install inspection ports on both ends of each trench. Scarify trench sidewalls and bottoms prior to placement of chambers. 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 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 or occupancy of the dwelling. 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 May 11, 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 Monday, May 11, 2020 1 832‐R‐13‐002 33 Four Wheel Drive Road Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com February 7, 2020 Project No. C1497 Isaac Ellis Green Line Architects isaac@greenlinearchitects.com Subsurface Investigation and Onsite Wastewater Treatment System Design 1-Bedroom Caretaker Dwelling Unit (CDU) 5509 Upper Cattle Creek Road Eagle County, Colorado Isaac, CBO Inc. has completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 3.8-acre property is located outside of Basalt, in an area where OWTSs and wells are necessary. Legal Description: Subdivision: HOMESTEAD ACRES Lot: 1 Parcel ID: 2391-151-01-010 SITE CONDITIONS The property is currently developed with a main house that is served by an OWTS. This house recently burned down and will be re-built. The OWTS serving the main residence is being addresses separately from this design. The current Barn will be renovated to include a 1-bedroom caretaker dwelling unit (CDU). The Barn is currently served by an OWTS. The existing OWTS consists of a 1000-gallon concrete septic tank followed by 2 gravelless chamber trenches connected serially, with a total of 11 ‘Quick 4’ Infiltrator® chambers and 132 square feet of infiltrative area. The OWTS is documented by Eagle County Permit OWTS-10-16-15662. The system was sized to accommodate plumbing fixtures in the Barn and received final approval on February 22, 2018. The existing soil treatment area (STA) is located east of the Barn and slopes to the southeast at an approximate 12% grade. The OWTS is located in a fenced in area near the Barn. The landscape position is Linear in the area of the proposed STA expansion. This area should not be subject to traffic from vehicles, livestock, or horses. A French drain is noted on the original OWTS design. This drain is located north of the existing OWTS. The drain must be located prior to construction. The required 25-foot setback from the drain to the existing trenches should be verified. The 25-foot setback must be maintained to all new trenches. Daylighting of this drain may need to extend beyond the lowest proposed trench addition. The Barn is served by a private well located on to the southwest of the Barn and north of the driveway. The well is located greater than 50-feet from the existing septic tank and greater than 100-feet from the existing and proposed portions of the STA. Page 2 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. Table 1 describes the minimum required setback of OWTS components to physical features on the property compared to approximate, proposed setback distances. Table 1 OWTS Components and Physical Features Minimum Required Setback Approximate Proposed Setback Barn/CDU to Septic Tank 5’ 65’ Septic Tank to Well 50’ 215’ Septic Tank to Water Course 50’ n/a STA to Barn/CDU 20’ 78’ STA to Well 100’ 225’ STA to Water Course 50’ n/a STA to French Drain 25’ 25’ SUBSURFACE The subsurface was investigated by Brock Consulting, LLC as part of the original OWTS design in 2017. We have enclosed an enlarged portion of the design describing the soils. Their findings were as follows: 0.0 – 1.0 ft Topsoil with heavy organics 1.0 – 8.0 ft Sandy Loam Silt, no cobbles or boulders No groundwater or mottling of soils in the profile hole to indicate seasonal water. Two test pits were noted on the original design in the area of the proposed STA. STA sizing is based on Soil Type 2, Sandy Loam to Loam. A long term acceptance rate (LTAR) of 0.6 gallons per square foot was used to design the STA and the same sizing factor will be used to expand the STA. DESIGN SPECIFICATIONS The existing septic tank and STA will continue to be used. An addition to these components is proposed to accommodate a change to the use of the Barn. Per regulation, a minimum sizing of 2-bedrooms is required for residential use. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 2 Bedrooms = 300 GPD LTAR = 0.6 GPD/SF 300 GPD / 0.6 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 350 SF The new OWTS design is based on 2-bedrooms. An average daily wastewater flow of 300 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation at grade 7533.3’ has been established as the existing septic tank lids as 100’. 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 98’ Distribution Box 97’ Infiltrative Surface 96’ Page 3 The existing sewer line and septic tank will remain in use. The sewer line exiting the septic tank will be intersected prior to entering the first chamber trench and a new distribution box, accessible from grade, will be installed. Flow equalizers or similar product must be installed to assure equal flow to each trench. The STA will consist of the two existing trenches (adding one chamber to the second trench) for a total of five trenches, each with 6 ‘Quick 4’ Infiltrator® chambers for a total of 30 chambers and 360 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench, although we recommend 6-feet. 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. Fill over chamber must be 3-inch minus and be able to support vegetative growth. Calculated contour loading rate (CLR) for this trench system is as follows: 300 GPD / 24 feet (length of the trench parallel to the STA) = 12.5 gallons/ft 300 GPD / 27 feet (with end caps) = 11 gallons/ft We are at the upper recommend contour loading rate of 12 gallons/ft. While it would be desirable to extend the trenches, we are adding to an existing system with existing infrastructure, including a French drain, installed in the space available for expansion of the STA. 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 CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the 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. Page 4 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. A title search of the subject property was not performed to establish ownership, easements or rights-of- way of record. No title policy or commitment was provided to establish the existence thereof. Boundaries and easements shown in the plans are per the record plat. The rights-of-way and easement limits shown in the plans have not been field verified. Contractor shall contain construction operations to the area within the subject property boundary. Contractor shall not operate outside this area without the prior express consent of the private land owner. Any damage to private property by the contractor outside these limits without the permission of the private land owner will be the responsibility of the contractor. Notify owner and engineer if need arises to perform work outside of property and easements. Obtain written permission to grade on property owned by others. Do not proceed with work until permission is obtained. 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 5 2-17-2020 Please call with questions. Sincerely, CBO Inc. Reviewed By: Carla Ostberg, MPH, REHS Romeo A. Baylosis, P.E. The Quick4® Plus Standard Chamber The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connection™ which permits turns up to 15-degrees, right or left. It is also available in four-foot lengths to provide optimal installation flexibility. The Quick4 Plus All-in-One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength APPROVED in _____________________________________________ Quick4 Plus™ Series Quick4 Plus All-in-One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid-trench • Mid-trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center-feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All-in-One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12” raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) Quick4 Plus Standard Chamber Specifications Size 34”W x 53”L x 12”H (864 mm x 1346 mm x 305 mm) Effective Length 48” (1219 mm) Louver Height 8” (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6” (15 mm), 5.3” (135 mm), 8.0” (203 mm), 12.7” (323 mm) Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four-foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 12” of cover Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 www.infiltratorwater.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra-Rib is a trademark of IPEX Inc. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A.PLUS05 0713 Quick4 Plus™ Series INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator (“Units”), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator’s instructions, is warranted to the original purchaser (“Holder”) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator’s liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator’s installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator’s Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Quick4 Plus Standard Chamber ___________________________________________________________________________________ Quick4 Plus All-in-One 12 Endcap ________________________________________________________________________________ Quick4 Plus All-in-One Periscope ________________________ EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" FRONT VIEW SIDE VIEW EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" 6" 5"9" February, 22nd 2018 Mr. Dwight West 5509 Upper Cattle Creek Rd Carbondale, CO. 81623 RE: Final approval of the: Septic System Installation, OWTS-10-16-15662 Property location: 5509 Upper Cattle Creek Road, Eagle County, Colorado. Mr. West: This letter is to inform you that the above-referenced, OWTS-10-16-15662 permit, has been inspected and finalized. This permit was approved and sized to serve an auxiliary building with habitable space and no bedrooms. Additional information about the maintenance your septic system needs can be accessed through our website links, 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 tap roots, irrigation systems and parking areas above the soil treatment area can cause 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. Best Regards, Giovanna Harkay. Administrative Technician IV Attachments: Certification Letter and Design – Septic System Flyer – Final Letter PUBLIC HEALTH & ENVIRONMENT (970) 328-8755 FAX: (970) 328-8788 Environment@eaglecounty.us RAYMOND P. MERRY, REHS Manager Page | 1 Dwight C. & Kellene Fowler West (NOT CURRENT OWNER) 5509 Upper Cattle Creek Road (Physical) Carbondale, CO 81623 BARN, LOT 1, 5509 UPPER CATTLE CREEK ROAD OWTS # 10-16-15662 PROGRESS PICTURES FOR BARN OWTS ONLY!, COMPLETE 2016 RAISED TANK RISER TO GRADE PER CURRENT CODE. NOTICE MASTIC SEALED. RECOMMENDED TO PUMP TANK (EVERY 2-3 YEARS)! Page | 2 PICTURE VIEW NORTH OF STA: LAST SERIAL TRENCH INSPECTION PORTS BACKFILLED TO GRADE; INSPECTION PORTS INSIDE OF IRRIGATION BOX (GREEN) – TYPICAL. (4) TOTAL. Page | 3 EASTERLY VIEW SHOWS EXTENDED SEPTIC TANK ACCESS PORTS TO GRADE. NATIVE BACKFILL. Page | 4 VIEW SOUTH SHOWS BOTH SERIAL TRENCHES DURING CONSTRUCTION, INSPECTION PORTS AND CONNECTOR PIPE. SDR 35 AT 2% MINIMUM FROM SEPTIC TANK TO ABSORPTION FIELD - SURFACE TREATMENT AREA (STA). ALL PIPE WITH SAND/GRAVEL BEDDING AND NATIVE COVER. DIRT SCREENED FOR COBBLES. NO POINT LOADS ON PIPE. OWNER ADVISED OF RESTRICTED IRRIGATION, EQUIPMENT AND ANIMAL GRAZING IN SURFACE TREATMENT AREA, AND TO NOTIFY FUTURE OWNER. SERIAL TRENCH NUMBER 1 – 6 CHAMBERS; SERIAL TRENCH NUMBER 2 – 5 CHAMBERS. TOTAL (11) QUICK – 4 CHAMBERS, DEPTH APPROX. 3 FT. (MAX 2 FT. COVER), SCARIFIED SIDES – TYPICAL, LEVEL.