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HomeMy WebLinkAbout4847 Frying Pan Rd - 246702400002Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-016245-2019 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 4/17/2019 Expires: 8/15/2019 On-Site Wastewater Treatement System Project Address Parcel Number 4847 FRYING PAN RD, BASALT AREA, 246702400002 Owner Information Address Lyle Schoon PO Box 1534 Eagle, CO 81631 Phone: (970) 987-1383 Cell: Email: jschoon@wildblue.net 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 Altitude Septic LLC altitudeseptic@gmail.com(970) 471-6292OWTSPL-000012-20 19 Permitted Construction / Details: Install the OWTS exactly as depicted in the All Service Septic design dated March 17, 2019, stamped and signed by Richard H. Petz, PE. The system is design to serve an existing 4-bedroom residence. The existing tank must be abandoned in accordance with Regulation 43.9 (C.). The system consists of 1,500 gallon two-compartment Infiltrator Poly septic tank with an effluent filter in the outlet tee, followed by 875 square feet (prior to adjustments) arranged in a 12' by 64' gravelless bed, consisting of four rows, each with 16 Infiltrator Quick4 Plus Standard chambers, for a total of 64 chambers. Install inspection ports in each corner of the bed. Maintain all setbacks and design elevations. Install the poly liner directly adjacent to the crib wall to the depth of the crib wall and the length of the STA. Contact Eagle County Environmental Health and the design engineer at least 48 hours in advance of requesting inspections. All inspections necessary to certify the installation must be performed by the design engineer. System certification, along with photos and a record drawing are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system. THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Claire Lewandowski Date April 17, 2019 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, April 22, 2019 1 May 6th, 2019 Mr. Lyle Schoon Po Box 1024 Basalt, CO. 81621 RE: Final approval of the: Septic System Installation, OWTS-016245-2019 Property location: 4847 Frying Pan Road, Eagle County Area. Mr. Schoon: This letter is to inform you that the above-referenced, OWTS-016245-2019 permit, has been inspected and finalized. This OWTS permit was approved and sized to serve a four (4) bedroom residence. 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 Fiscal Tech 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 May 4, 2019 Project No. C1435 Lyle Schoon jschoon@wildblue.net Onsite Wastewater Treatment System (OWTS) Installation Observations 4847 Frying Pan Road Eagle County, Colorado Permit Number OWTS-016245-2019 Lyle, ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on April 24, 25, and May 3, 2019 for the subject property. Altitude Septic installed the system. The existing septic tank and STA will be abandoned in place. The septic tank was pumped, collapsed, and remaining void filled with onsite material. A new, 4-inch diameter SDR-35 sewer line was connected to the existing cast iron sewer line as it exited the residence. A double-sweep clean out was installed in the window well. A new, 1500-gallon, Infiltrator® poly septic tank was installed. An effluent filter was installed on the outlet tee. The effluent filter must be cleaned annually, or as needed. Risers bring manhole lids to grade. Effluent gravity flows to a new soil treatment area (STA) consisting of four rows of 16 ‘Quick 4’ Infiltrator® chambers connected with a level manifold, for a total of 64 chambers and 768 square feet of infiltrative area. Inspection ports were installed in each corner of the bed. Ports may be cut to grade and covered with a sprinkler box for access. We do not recommend irrigation over the STA. We verified the septic tank is greater than 50-feet from the well and STA is greater than 100-feet from the well. A 20 mil PVC liner was installed between the STA and the crib wall to mitigate lateral movement of effluent. The liner was placed from the elevation of the top of the chamber to the elevation of the base of the crib wall. The liner extended the length of the bed. 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 OW TS 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 Richard H. Petz, P.E. Liner installation Liner is 8-feet off wall and 13-feet off east end of bed and 11-feet off west end of bed. Liner extending to bottom of crib wall 5-feet deep Photos of existing septic tank / chiseled opening outlet side/ outlet tee (note sludge on outlet side of tank) Pumping and crushing existing tank New septic tank (1500 gal Infiltrator) Existing cast iron sewer line exiting residence Tank backfilled – riser will be cut to proper grade / pipe to STA Pipe existing septic tank well bedded STA well bedded manifold Inspection port with notch clean out in window well Inlet tee outlet tee (housing for effluent filter – full size) Effluent filter and handle extension being installed View of STA 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-016245-2019 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 4/17/2019 Expires: 8/15/2019 On-Site Wastewater Treatement System Project Address Parcel Number 4847 FRYING PAN RD, BASALT AREA, 246702400002 Owner Information Address Lyle Schoon PO Box 1534 Eagle, CO 81631 Phone: (970) 987-1383 Cell: Email: jschoon@wildblue.net 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 Altitude Septic LLC altitudeseptic@gmail.com(970) 471-6292OWTSPL-000012-20 19 Permitted Construction / Details: Install the OWTS exactly as depicted in the All Service Septic design dated March 17, 2019, stamped and signed by Richard H. Petz, PE. The system is design to serve an existing 4-bedroom residence. The existing tank must be abandoned in accordance with Regulation 43.9 (C.). The system consists of 1,500 gallon two-compartment Infiltrator Poly septic tank with an effluent filter in the outlet tee, followed by 875 square feet (prior to adjustments) arranged in a 12' by 64' gravelless bed, consisting of four rows, each with 16 Infiltrator Quick4 Plus Standard chambers, for a total of 64 chambers. Install inspection ports in each corner of the bed. Maintain all setbacks and design elevations. Install the poly liner directly adjacent to the crib wall to the depth of the crib wall and the length of the STA. Contact Eagle County Environmental Health and the design engineer at least 48 hours in advance of requesting inspections. All inspections necessary to certify the installation must be performed by the design engineer. System certification, along with photos and a record drawing are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system. THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Claire Lewandowski Date April 17, 2019 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, April 22, 2019 1 832‐R‐13‐002 March 17, 2019 Project No. C1435 Lyle Schoon jschoon@wildblue.net Subsurface Investigation and Onsite Wastewater Treatment System Design 4-Bedroom Residence 4847 Frying Pan Road Eagle County, Colorado Lyle, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 1.52-acre property is located outside of Basalt, in an area where OW TSs and wells are necessary. Legal Description: Tract: 40 Section: 12 Township: 8 Range: 86 PCLIN BK-0578 PG-0655 QCD 04-16-92 Parcel ID: 2467-024-00-002 SITE CONDITIONS A 4-bedroom, single-family residence presently exists and is utilizing an existing OWTS. No documents on the existing OWTS were available from Eagle County Environmental Health Department. The OWTS is likely original to the house, which according to the Eagle County Assessor’s records was built in 1965. Levels in the existing septic tank appeared slightly low, indicating a possible leak. There is a desire to upgrade the OWTS. The existing septic tank and soil treatment area (STA) will be properly abandoned. The property slopes to the south toward the Frying Pan River. The proposed STA is located in the same approximate location as the existing STA. View from driveway looking northeast toward house. Arrow indicates STA. Crib wall below proposed STA. Page 2 The residence is served potable water by a private well located approximately 20-feet to the east of the residence. The proposed septic tank will be located greater than 50-feet from the well and the proposed STA will be located greater than 100-feet from the well. Existing OWTS components encroached on minimum setback requirements. 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 House to Septic Tank 5’ 40’ Septic Tank to Well 50’ 60’ Septic Tank to Water Course 50’ n/a STA to House 20’ 60’ STA to Well 100’ 100’ STA to Water Course 50’ n/a SUBSURFACE The subsurface was investigated on March 15, 2019 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.1 The materials encountered in the Test Pit #1 consisted of medium to reddish brown, moist, sandy loam to a maximum depth explored of 8.0-feet. The existing STA was encountered approximately 3-feet below grade in this Test Pit; however, soils did not appear saturated. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 consisted of medium to reddish brown, moist, sandy loam to a maximum depth explored of 8.0-feet. No bedrock or groundwater was encountered. A sample of the soil was taken from Test Pit #2 from approximately 3-feet below grade. Soil structure grade was moderate. A sieved sample of the soil formed a ball and a ribbon less than 1-inch before breaking. Soil structure shape was blocky and consistence was friable. Soil texture was more gritty than smooth. STA sizing is based on Soil Type 2, Sandy Loam with moderate structure. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS. Test Pit #1 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Encountered existing STA View of test pit View of Test Pit #1 looking east Page 4 Layer or rock approx. 2.5’ below grade not encountered in Test Pit #1. Not prevalent in rest of Test Pit. Sieved sample remaining bulk sample after testing DESIGN SPECIFICATIONS The existing septic tank and STA will be abandoned in place. The septic tank must be pumped, collapsed, and remaining void filled with gravel, sand, or compacted soil. The existing STA will be abandoned in place. Any pipe in the proposed STA will be removed. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4th bedroom) = 525 GPD LTAR = 0.6 GPD/SF 525 GPD / 0.6 GPD/SF x 1.2 (gravity bed) x 0.7 (chambers) = 735 SF The OWTS design is based on 4-bedrooms. An average daily wastewater flow of 525 GPD will be used. For the purpose of this OWTS design, Benchmark Elevation has been established as 100’ (elevation of existing sewer line exiting the residence). There is a basement in the residence and the sewer line is approximately 4-feet below grade. ALL SERVICE septic, LLC should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. Page 5 OWTS Component Minimum Elevation Primary Tank Inlet Invert 98’ Infiltrative Surface 97’ The age of the residence warrants replacement of the existing sewer line from the house foundation. Given the depth of the existing sewer line, we recommend a double-sweep clean out with two pipes extended to grade. The new, 4-inch diameter SDR-35 sewer line must have a minimum 2% grade to the septic tank. The new 1500-gallon, poly septic tank should be positioned down slope from the residence in an effort to minimize cover and must be at least 50-feet from well. An effluent filter must be installed on the outlet tee. Risers must bring manhole lids to grade and cover over the septic tank may not exceed 4-feet. Effluent will gravity flow to a new STA consisting of four rows of 16 ‘Quick 4’ Infiltrator® chambers connected with a level manifold, for a total area of 64 chambers and 768 square feet of infiltrative area. Inspection ports must be installed in each corner of the bed. Ports may be cut to grade and covered with a sprinkler box for access. We do not recommend irrigation over the STA. The STA must be placed at least 100-feet from the well. A crib wall is constructed to the south of the proposed STA. The crib wall will be less than 25-feet from the STA to achieve the necessary well setback. A 20 mil PVC liner should be installed between the STA and the crib wall to mitigate lateral movement of effluent. The liner must be placed from the elevation of the top of the chamber to the elevation of the base of the crib wall. The liner must extend the length of the bed. 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 OW TS 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. 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. Page 6 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 area. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. 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. 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 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 7 Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS 3/21/19 • 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 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" 4/25/2019 Eagle County Government Mail - Schoon https://mail.google.com/mail/u/0?ik=928161f115&view=pt&search=all&permthid=thread-f%3A1631799831481883522&simpl=msg-f%3A1631799831481883522&simpl=msg-f%3A1631811934973744434 1/2 Giovanna Harkay <giovanna.harkay@eaglecounty.us> Schoon 2 messages Carla Ostberg <carla.ostberg@gmail.com>Thu, Apr 25, 2019 at 9:19 AM To: environment@eaglecounty.us, Jason Daubs <altitudeseptic@gmail.com> Hi all, I was at the Schoon residence yesterday working with Altitude on layout of the system. This condition of the permit "Install the poly liner directly adjacent to the crib wall to the depth of the crib wall and the length of the STA." will need to change slightly. We cannot install DIRECTLY adjacent due to the retaining timbers that extend approx. 6 feet into the hillside. They will install the liner as close to the retaining timber as possible. Let me know if you have any questions! thanks! Carla Ostberg cell) 970-309-5259 CBO Inc. working with ALL SERVICE septic Office: 981 Cowen Drive, B-7 Carbondale, CO 81623 Mailing: 33 Four Wheel Drive Road Carbondale, CO 81623 OWTS Permit 016245-2019.pdf 273K Ray Merry <ray.merry@eaglecounty.us>Thu, Apr 25, 2019 at 12:31 PM To: Carla Ostberg <carla.ostberg@gmail.com> Cc: #environment <environment@eaglecounty.us>, Jason Daubs <altitudeseptic@gmail.com> That's fine. Without additional detail regarding the wall, it was difficult understanding the wall's purpose and depth. Our intent was to situate the liner as far from the STA as possible to allow for effluent migration and treatment near the soil treatment area. Thanks. [Quoted text hidden] -- Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 4/25/2019 Eagle County Government Mail - Schoon https://mail.google.com/mail/u/0?ik=928161f115&view=pt&search=all&permthid=thread-f%3A1631799831481883522&simpl=msg-f%3A1631799831481883522&simpl=msg-f%3A1631811934973744434 2/2 970.328.8757 ray.merry@eaglecounty.us P Thanks for not printing electronic media