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HomeMy WebLinkAbout17999 Frying Pan Rd - 247105100009Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-024302-2022 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 5/24/2022 Expires: 9/21/2022 On-Site Wastewater Treatement System Project Address Parcel Number 17999 FRYING PAN RD, 247105100009 Owner Information Address Matt Hunt 245 Ponderosa Pass Carbondale, CO 81623 Phone: Cell: (303) 601-5692 Email: matthew.hunt@huntcompanies.com Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email RB Civil LLC, Romeo Baylosis (970) 471-1103 romeo@rbcivil.com Contractor License Number Phone Email Black Timber Dirt Works LLC blacktimberjosh@gmail.co m (970) 274-4750OWTSPL-000185-20 22 Permitted Construction / Details: Install the new system exactly as depicted in the CBO Inc design dated June 20th, 2021, stamped and signed on July 5th, 2021 by Romeo Baylosis, PE. The new system is designed to accommodate the maximum daily flows for a 4 bedroom residence. The OWTS consists of one sewer line from the residence. An Infiltrator 1,500 gallon, two-compartment poly septic tank will be used with an effluent filter in the outlet tee. A Polylok 4 hole distribution box with flow equalizers will be accessible at grade. The STA will consist of four rows for 13 Infiltrator Quick4 Plus Standard chambers for a total of 52. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Danielle Salinsky Date May 24, 2022 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 Tuesday, May 24, 2022 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 Matt Hunt 303.601.5692 245 Ponderosa Pass, Carbondale, Co 81623 matthew.hunt@huntcompanies.com Carla Ostberg 970.309.5259 Mark Elice 970.379.3214 Josh Rupert P.O. Box 627 Snowmass, CO 81654 000185-2022 970.274.4750 blacktimberjosh@gmail.com 4 247105100009 58.2 acres 17999 Frying Pan Road Basalt, CO 81621 Lot 2 Waters Subdivision 4 4 4 WWR 1.1100 $800.00 0% RT No O&P or G.L. 129 Cains Lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com June 20, 2021 Project No. C1621 Theresa Weidmann Theresa@westwtrsoln.com Subsurface Investigation and Onsite Wastewater Treatment System Design 4-Bedroom Residence Lot 2, Waters Subdivision Eagle County, Colorado Theresa, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Meredith, in an area where OWTSs and wells are necessary. Legal Description: Subdivision: WATERS SUBDIVISION Lot: 1 THRU:- Lot: 3 BK-0648 PG-0400 MAP 08-23-94 Parcel ID: 2471-051-00-009 SITE CONDITIONS The property was formerly home to a camp. Camp facilities including varies platforms/decks and towers for a zip line will be removed. A 4-bedroom single-family residence is proposed. A well will serve the residence potable water. The well is located over 300-feet north of the proposed residence. A ditch runs to the west of the proposed residence. The ditch is greater than 50-feet from the proposed septic tank and soil treatment area (STA). The area is covered with aspen trees and native grasses. There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. SUBSURFACE The subsurface was investigated on April 19, 2021 by digging two soil profile test pit excavations (Test Pits). Visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.1 The materials encountered in the Test Pit #1 consisted of dark brown topsoil to 2.0-feet, underlain by reddish brown, moist silt loam to 6.5-feet, underlain by light brown silt loam to a maximum depth explored of 8.0-feet. No bedrock or groundwater was encountered. 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 The materials encountered in Test Pit #2 consisted of dark brown topsoil, underlain by reddish brown silt loam to a maximum depth explored of 7.5-feet. The soils in Test Pit #2 were less moist than Test Pit #1. Rock content in Test Pit #2 was more than Test Pit #1. No bedrock or groundwater was encountered. The proposed STA should stay as high on the hillside as possible. A sample of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was moderate. The soils were too moist to sieve at the time of the site visit and were held for drying prior to testing. The soil formed a ball and a ribbon less than 1-inch in length before breaking. Soil structure shape was blocky and consistence was friable. Soil texture was more smooth than gritty. STA sizing is based on Soil Type 2, Silt Loam with moderate structure grade. A long term acceptance rate (LTAR) of 0.6 gallons per square foot. Test Pit #1 at base of hillside Page 3 Moist soils in Test Pit #1 Test Pit #2 higher on hillside Soils in Test Pit #2 less moist Page 4 DESIGN SPECIFICATIONS 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 1.0 (gravity trenches) x 0.7 (chambers) = 613 SF The OWTS design is based on 4-bedrooms. An average daily wastewater flow of 525 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ at Finished Floor elevation 8442’. The sewer line should exit the residence approximately 18” below finished floor. CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Minimum Elevation Primary Tank Inlet Invert Approx. horizontal distance 9’ / min. 2% fall to septic tank / min. 2.25” fall (approx. elevation 8440’) Distribution Box Approx. horizontal distance 56’ / min. 1% fall to distribution box / min. 7” fall (approx. elevation 8439’) Infiltrative Surface Approx. horizontal distance 13’ to highest trench / min. 1% fall / min. 1.625” fall (keep trenches shallow and close to distribution box to maintain the elevation on hillside) *Elevations are based upon standard OWTS installation practices. Component elevations may change during installation due to site conditions. Page 5 The 4-inch diameter SDR-35 sewer line exiting the residence must have a double-sweep clean out and a minimum 2% grade to the septic tank. The system installation must include a 1500-gallon, two-compartment poly Infiltrator® septic tank with an effluent filter on the outlet tee. A concrete septic tank may be substituted, if desired. Risers must bring the manhole lids to grade for access. If more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. Effluent will gravity flow to a distribution box, and then to four gravelless chamber trenches. The distribution box must be accessible from grade and must have flow equalizers, or similar product, installed on each outlet pipe in the distribution box to assure equal flow to each trench. Each trench will consist of 13 ‘Quick 4’ Standard Plus Infiltrator® chambers for a total of 52 chambers and 624 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. Inspection ports must be installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. CBO Inc. must approve alternative components prior to installation of the OWTS. Requests must be submitted, in writing, to our office for approval prior to installation. Component technical data sheets are available upon request. COMPONENT MANUFACTURER MODEL NO. COMMENTS Septic Tank Infiltrator® IM-1530-2CP 1500-gallon, 2-compartment poly septic tank Biotube Effluent Filter Orenco® Full Size Effluent Filter and housing Tank Risers and Lids Orenco® Double-walled PVC Risers and Lids (24” diameter) Distribution Box PolyLok Distribution box, flow equalizers, risers, lid Chambers Infiltrator® Standard Plus 52 ‘Quick 4’ Standard Plus Chambers 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. Page 6 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. 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. Page 7 7-5-2021 ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high-water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, CBO Inc. should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, CBO Inc. Reviewed By: Carla Ostberg, MPH, REHS Romeo A. Baylosis, PE WIVBIVBIVBNORTH 1/16 CORNERSECTION 5/4FOUND 3-1/4" ALUMINUM CAPSTAMPED 1/16 USDA S5/4 LS38016ELEVATION: 8634.66S02°05'50"W 1335.91'EAST QUARTER CORNERSECTION 5FOUND 3-1/4" BLM BRASS CAPON 2-1/2" PIPEBUILDING ENVELOPE BUILDING ENVELOPELOT 1WATERS SUBDIVISIONLOT 3WATERS SUBDIVISIONWOODZIP-LINESTRUCTUREWOOD DECK8455.7WOOD DECK8454.88452.8WOODDECK8456.9WOODDECKWOOD DECK8453.9FIREPITBRIDGE8"PVCII:8453.93IO:8453.41BLACK TANKPARTIALLYBURIEDGRAVELPARKINGAREAPONDPVCII:8485.90IO:8479.3224"CMPII:8472.41IO:8469.4612"CMPII:8442.33IO:8438.65GRAVEL ROADWAY86308620861086008590858085708560855085408530852085108500849084808470845084608440845084608470 848084908500DRAINAGESWALES844084308422SOIL TEST HOLESOIL TEST HOLEBUILDING LOCATIONAS STAKEDWGUY POLEGUY ANCHORWELLLEGENDNOTES:3.ELEVATIONS SHOWN HEREON WERE DERIVED FROM GROUND SURVEY GPS OBSERVATIONS ON 04.23.2021 ANDARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).4.CONTOUR INTERVAL EQUALS 2 FOOT.BUILDING ENVELOPE - LOT 2 - WATERS SUBDIVISIONSECTION 5, TOWNSHIP 8 SOUTH, RANGE 84 WEST OF THE 6TH PMCOUNTY OF EAGLE, STATE OF COLORADOEXISTING CONDITIONS &TOPOGRAPHIC SURVEY TRUE NORTH COLORADO LLC.A LAND SURVEYING AND MAPPING COMPANYP.O. BOX 614 - 386 MAIN STREET UNIT 3NEW CASTLE, COLORADO 81647(970) 984-0474www.truenorthcolorado.comPROJECT NO: 2021-218DATE: MAY 10, 2021DRAWNRPKSURVEYEDDJB-GBLSHEET1 OF 1TRUENORTHA LAND SURVEYING AND MAPPING COMPANY40'20'80'SCALE: 1" = 40'N01000 GALLON WATER TANK NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANYLEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREEYEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANYACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORETHAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.IRRIGATION VALVE BOXIVBSURVEYOR'S STATEMENTI, RODNEY P. KISER, DO HEREBY STATE THAT THIS EXISTING CONDITIONS & TOPOGRAPHIC SURVEY WASPREPARED BY TRUE NORTH COLORADO, LLC. FOR BRECKIE HUNT, THAT THIS EXISTING CONDITIONS &TOPOGRAPHIC SURVEY WAS PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE ANDTHAT IT IS TRUE AND CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE. TWO RIVERS INVESTMENT HOLDINGS LLC 245 PONDEROSA PASS CARBONDALE, CO 81623-8625 Account: R052838 Tax Area: 007 - EL JEBEL (AREA) - 007 Acres: 136.450 Parcel: 2471-051-00-009 Situs Address: FRYING PAN RD BASALT AREA, 0 Value Summary Value By:Market Override Land (1)$1,187,120 N/A Total $1,187,120 $1,187,120 Legal Description Subdivision: WATERS SUBDIVISION Lot: 1 THRU:- Lot: 3 BK-0648 PG-0400 MAP 08-23-94 Public Remarks Entry Date Model Remark Land Occurrence 1 19 01115 01 EXEMPTION GRANTED EFFECTIVE MAY 23, 2001. TAXABLE 143 DAYS 2001. 100% EXMPT 2002. MDC 1/13/03 Sale Data Doc. #Sale Date Deed Type Validity Verified Sale Price Ratio Adj. Price Ratio Time Adj. Price Ratio 202012054 06/01/2020 SWD QV Y $1,800,000 65.95 $1,800,000 65.95 $1,800,000 65.95 757913 05/21/2001 GWD UI Y $1,450,000 81.87 $1,450,000 81.87 $1,450,000 81.87 Land Occurrence 1 Abstract Code 0560 - 100 AC & UP Percentage 100.0 Use Code 1000 - RESIDENTIAL Neighborhood 301 - OUTLYING NEIGHBORHOOD 301 Land Code 3390 - 301 OUTLYING 100 AC >Super Neighborhood 755 - OUTLYING BASALT/EL JEBEL Size 136.45 Location Adjustment 60 Acreage Adjustment 30125 - 301 ACREAGE_ADJ 125 AC +/- Property Record Card Eagle County A#: R052838 P#: 247105100009 As of: 06/26/2021 Page 1 of 2 Land Occurrence 1 SubArea ACTUAL EFFECTIVE HEATED FOOTPRINT Land A 136.45 Total 136.45 Value Rate Rate Rate Rate $1,187,120 8,700.04 Abstract Summary Code Classification Actual Value Taxable Value Actual Override Taxable Override 0560 100 AC & UP $1,187,120 $344,260 NA NA Total $1,187,120 $344,260 NA NA Property Record Card Eagle County A#: R052838 P#: 247105100009 As of: 06/26/2021 Page 2 of 2 • 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 Quick4 Plus Standard Chamber • 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 Quick4 Plus All-in-One 12 Endcap • 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 • Allows for raised invert installations • 180° directional inletting • Twelve inch raised invert great for serial applications Quick4 Plus Standard Chamber Quick4PLUS STANDARD CHAMBER Quick4 Plus All-in-One Periscope 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 ConnectionTM which permits 10-degree turns, right and 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. Center Structural Columns Quick4 Plus All-in-One 12 Endcap 6 Business Park Road • P.O. Box 768 Old Saybrook, CT 06475 860.577.7000 • FAX 860.577.7001 800.221.4436 www.infiltratorsystems.com For technical assistance, installation instructions or customer service, call Infiltrator Systems at 800.221.4436 THE QUICK4® PLUS STANDARD CHAMBER Quick4 Plus Standard Chamber Side and End Views Quick4 Plus All-in-One 12 Encap Front, Side and End Views Quick4 Plus All-in-One Periscope Quick4 Plus Standard Chamber Specifications Size (W x L x H) ............. 34” x 53” x 12” (86 cm x 135 cm x 31 cm)Invert Height ................. 0.6”, 5.3”, 8.0”, 12.7” (1.5 cm, 8.4 cm, 18.5 cm, 22.6 cm) Effective Length ........................................................ 48” (122 cm) INFILTRATOR SYSTEMS, INC. STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, end plate, wedge 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. 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 Quick4 Plus are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. Contour Swivel Connection is a trademark of Infiltrator Systems Inc. © 2009 Infiltrator Systems Inc. Printed in U.S.A. PLUS051010ISI-2 Quick4 Plus Standard Chamber and End Cap System Quick4 Plus All-in-One 12 Endcap 12" 34" 48" (EFFECTIVE LENGTH) 8" INVERT13" 33"18.2" 11.2" 8" INVERT QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL ) 12.7" INVERT QUICK4 PLUS ALL-IN-ONE 12 ENDCAP 5.3" INVERT Quick4 Plus Standard Chamber and End Cap System Quick4 Plus All-in-One 12 Endcap 12" 34" 48" (EFFECTIVE LENGTH) 8" INVERT13" 33"18.2" 11.2" 8" INVERT QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL ) 12.7" INVERT QUICK4 PLUS ALL-IN-ONE 12 ENDCAP 5.3" INVERT Quick4 Plus Standard Chamber and End Cap System Quick4 Plus All-in-One 12 Endcap 12" 34" 48" (EFFECTIVE LENGTH) 8" INVERT13" 33"18.2" 11.2" 8" INVERT QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL ) 12.7" INVERT QUICK4 PLUS ALL-IN-ONE 12 ENDCAP 5.3" INVERT INVERT 3.3"10.4" 48" (EFFECTIVE LENGTH) 34" 8" 8" 17.8" 4.5" 8"INVERT 3.3"4.5" 6" 5"9" 17.8" 8"INVERT 9"