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HomeMy WebLinkAboutEngineer's OWTS Design Plan129 Cains Lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com March 25, 2025 Project No. C1944 Shelley Conger congerhomes@gmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design 4-Bedroom Residence 236 CR 110 Garfield County, Colorado Shelley, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 1.0-acre property is located outside of Glenwood Springs, in an area where OWTSs are necessary. Legal Description: Section: 7 Township: 7 Range: 88 A TR IN LOT 15. 1.62 ACRES Parcel ID: 2393-074-00-004 SITE CONDITIONS The property is currently developed with a 4-bedroom residence. The existing residence is served by an OWTS documented by Garfield County Individual Sewage Disposal System (ISDS) Permit 2260. The OWTS consists of a 1000-gallon, two-compartment concrete septic tank followed by a gravelless chamber bed consisting of 4 rows of 6 ‘Standard’ Infiltrator® chambers. The system was sized to accommodate 3 bedrooms. The permit received final approval on June 9, 1994. The system is experiencing slow draining and there is a desire to replace the system. The residence has 4-bedrooms; therefore, the system will be upgraded to accommodate 4 total bedrooms. The residence will be served by a shared water system from a spring. We did a search on the Division of Water Resources website (map attached) and there are no wells within 50-feet of the proposed septic tank or 100-feet of the proposed soil treatment area (STA). While the exact location of the water line is unknown, the property owners believe it runs up the driveway. The water line will not come within 25-feet of the proposed OWTS components. The proposed STA location is relatively flat and will begin in the yard area to a bench that extends to the south. The bench drops off steeply on all sides to the driveway below. While not a “cut bank”, the slope is steep and we recommend a minimum of 15-feet from the STA to the steep hillside. There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. Page 2 SUBSURFACE The subsurface was investigated on March 12, 2025 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 Test Pit #1 consisted of dark brown topsoil and rootzone to 1.0-foot, underlain by light brown silt loam to a maximum depth explored of 4.0-feet. The soils became moist at approximately 3.5-feet with a slight sewage odor, so we believe we encountered the existing STA. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 consisted of dark brown topsoil to 1.0-foot, underlain by light brown silt loam to a maximum depth explored of 6.5-feet. No bedrock or groundwater was encountered. A sample of the soil was taken from Test Pit #2 at 3-feet below grade. Soil structure grade was moderate. 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. The soil is consistent with Soil Type 2, Silt Loam, with moderate structure grade. A long-term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the STA. Test Pit #1 / encountered existing STA Backfill / moist soils at approx. 3’ below grade 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 View of Test Pit #1 / Test Pit #2 / on bench extending to the south of the residence Test Pit #3 Backfill Page 4 Backfill DESIGN SPECIFICATIONS The existing septic tank will be abandoned by pumping the tank and removing it or crushing the top, bottom, and sides and filling in the void with onsite materials. The existing STA will be abandoned in place. 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 = 875 SF x 1.2 (gravity, bed) x 0.7 (chambers) = 735 SF / 12 SF/chamber = Min. 62 ‘Quick 4’ Infiltrator® chambers 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’ (Elevation of the existing sewer line exiting the residence). 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 Approximate horizontal distance 29’ / min. 2% fall / min. 7.25” fall Infiltrative Surface Approximate horizontal distance 19’ / min. 1% fall to STA / min. 2.375” fall *Elevations are based upon standard OWTS installation practices. Component elevations may change during installation due to site conditions. Minimum grade refers to piping between components. The 4-inch 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 minimum 1250-gallon, two-compartment Infiltrator® poly septic tank with an Orenco® Biotube effluent filter on the outlet tee. We have specified a 1500-gallon septic Page 5 tank as it is locally available, but any state-approved poly or concrete septic tank is acceptable. 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. A 4-inch diameter SDR-35 level manifold must be installed to connect each row of the chamber bed. As an alternative, a distribution box may be used to connect the chamber rows, if desired. The chamber bed will consist of 4 rows of 16 ‘Quick 4’ Infiltrator® chambers for a total of 64 chambers and 768 square feet of infiltrative area. Inspection ports must be installed at each corner of the bed. 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 Min. 1250-gallon, two- compartment poly septic tank Effluent Filter Orenco® 4” diameter full size filter Tank Risers and Lids Orenco® Double-walled PVC Risers and Lids (24” diameter) Distribution Box (OPTIONAL) Polylok Distribution box, risers, lid, flow equalizers (4) Chambers Infiltrator® ‘Quick 4’ Plus Standard Chamber 64 ‘Quick 4’ chambers Construction must be according to the jurisdiction’s adopted On-Site Wastewater Treatment System Regulations, the OWTS Permit, and this design. PERMIT APPLICATION INSTRUCTIONS An OWTS Permit Application must be submitted to Garfield County Environmental Health Department. https://www.garfield-county.com/environmental-health/filesgcco/sites/16/OWTS-Application-Complete- Packet-Dec.-2019.pdf. If the OWTS Permit Application will be submitted with a Building Permit Application, it should be submitted directly to Garfield County Building Department. All questions regarding permit submission can be directed to Garfield County Environmental Health Department, 970-945-6614 x8150. 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 STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on 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. Page 7 Excavation equipment must not drive in the 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, 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. Carla Ostberg, MPH, REHS 1 a•. s GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit t`f ..2 2 6 v 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81601 ir Phone (303) 945 -8212 This does not constitute c, INDIVIDUAL SEWAGE DISPOSAL. PERMIT a building or use permit. i PROPERTY Owner's Name Ronnie Gibson Present Address 698 CR 355, Parachute Phone_ 265 -9t,01 1 System Location Q a 3 b County ltoad 110, Carbondale Legal Description of Assessor's Parcel No. SYSTEM DESIGN F I r J /. ' ('Septic Tank Capacity (gallon)Other r r nri 4 .p r/ r ;. eccifktL4 1 1 T Percolation Rate (minutes /inch) Number of Bedrooms (or other) f i. t / Yn4 71 1 ?Lr t ' 1 is x / 4 ' Required Absorption Area - See AtttIt ffrd Ir/ (7 ( l _,rn / f' l 1 rA to ( " Y' . r , 5 , r ( "hi iir I :/.(f t' r ;'l CC y { Special Setback Requirements:r-y yi r y It C n -, trts.7 i G? ! ' fF ^ ' l Cry' f!r7 r y Date t ; ~-. / ... C'Y / l Inspector C - ... L1 f.h 4 .Q -. __ij FINAL SYSTEM INSPECTION / AND APPROVAL (as installed)t Call for Inspection (24 hours notice) Before Covering Installation t System Installer_ r ? P/y .I Septic Tank Capacity 6 0 0 t i Septic Tank Manufacturer or Trade Name r\ . f) 'f ' N c Septic Tank Access within 8" of surface 1 --"' -."4 qi I Absorption Area 17(c if i T 1' Absorption Area Type and /or Manufacturer or Trade Name S4 E< -! 't "rct <. r < - ! 1 J a y Adequate compliance with County and State regulations /requirements f Other t 7 CODateInspector - t. -fr2 J- (LW,1 RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE b CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 5 25, Article 10 C.R.S. 1973, Revised 1984.t J 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con - nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a 1 requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — months in jail or both). Applicant: Green Copy Department: Pink Copy 0 Application 1NDIVIDI JAT. SEWAGE. DISPOSAT. SYSTEM APPT.ICATION Approval By County Official OWNER g nh)y( o. C 1h ,snN ADDRESS c 4 9$3 s- a V J „ i r . PHONE 2 1(s'94,1 a ' /CONTRACTOR S ,4.s/J I ADDRESS PHONE PERMIT REQUEST FOR: E-r ew Installation Alteration Repair Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of' potable water wells, soil percolation test holes, soil profiles in test boles See page 4). J•OCATION OF PROPOSES EACH .ITY County 6r A Y -' d h Near what City or Town 51' / 0 P An.Vn & .Lot Size i i /( fr, Legal Description l o t g S ` cf w , 7 i'o vv ski Y 7 6c, L ., h 1.1 j 4 .e 26' Go n sr or 1 tik" IN. for_ I frI N¥Y ha. t R IJ WASTES TYPE :vI Dwelling Transient Use Commercial or Institutional Non - domestic Wastes Other - Describe BUILDING OR SERVICE TYPE:lv.c Av. .. e. Number of bedrooms 3 Number of persons a 4 Garbage grinder Automatic Washer 1-Y Dishwasher SOURCE. AND TYPE. OF WATER 51IPPI.Y:well spring stream or creek Give depth of all wells within 180 feet of system: If supplied by community water, give name of supplier: e w ROI IND CONDITIONS: Depth to bedrock: Depth to first Ground Water Table: Percent ground slope: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect to community system? TYPE Oy INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: if Septic Tank Aeration Plant Vault Vault Privy Composting Toilet Recycling, potable use Pit Privy Incineration Toilet Recycling, other use Chemical Toilet Other - Describe: FINAL DISPOSAL BY: Absorption Trench, Bed or Pit Evapotranspiration Underground Dispersal Sand Filter Above Ground Dispersal Wastewater Pond Other - Describe: WILL EFFLUENT BE DISCI-IARGED DIRECTLY INTO WATERS OF THE STATE?4 0 SOH, PERCOLATION TEST RESIN TS: To be completed by Registered Professional Engineer) Minutes per inch in hole No. 1 Minutes per inch in Hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in Hole No. _ Name, address and telephone of RPE who made soil absorption tests; Name, address and telephone of RPE responsible for design of the system; Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposes of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. Date Signed p1 .EASE DRAW AN ACCT RATE MAP TO YOUR PROPERTY z air w 0 fkO p 1) I1 1.. friAle n i. J COUMT R7AD >10 of O 99 • d6A 6399, SPIKE 40.50 FOOT W.C. TOP RIDGE CJ EXISTING COUNTY ROAD C)N e,,,, CKET w • i.7 o N UTiL " J . tt_ o PO 4 "Y"'y)R Gi m I' P,S,ucy55t 11 4 k c D I 1) 0 • a 4 ,,d, w , e ' CO. 8 FENCE + INE TYP.8/ /6 c CENTERLINE COUNTY ROAD WA IER kER DOC. N0. 102744 SPIT KEQ PIN b CAP 2 N / 3 o-- --- 7 -4.7 CURVE DELTA ANGLE RADIUShpeCI22.09'41' 130.00'coC 2 15'56'37' 175.00' y C 3 71.41'32' C 4 81.24' I I. 16'i9' 261.58• LINE BEARING DIS n L I S 63' 11'05'W p,L 2 N 00.37'I23'W 4 rl I1 , KATER VALVElRl SCALE I' -50' eaTitiaRiial SUBJECTVENT TET6 L D 16CLOtE. P SEXTON LAND SURVJ' I.O 13O X 1 qs-1 236 CR 110 Legend 100 ft N ➤➤ N 4,514 752.3 Map Viewer This product is for informational purposes and may not have been prepared for, or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. 3,5081: Feet5850 Legend 292 Notes Location 585 Date Prepared: 3/12/2025 10:27:57 AM Well Constructed Final Permit Ground Water Geophysical Log Confluence Point Source Water Route Framework County Gareld County, CO Developed by Account Number   R011024 Parcel Number  239307400004 Acres 1 Land SqFt 0 Tax Area 011 Mill Levy 74.4140 Physical Address   236 110 COUNTY RD   GLENWOOD SPRINGS 81601 Owner Address  CONGER, SHELLEY & MATTHEW 4453 YATES STREET DENVER CO 80212 Total Actual Value   $59,670 Last 2 Sales Date  Price   8/16/2019  $655,000   3/28/1996  $180,000   Date created: 3/12/2025 Last Data Uploaded: 3/12/2025 2:11:23 AM 456 ft Overview Legend Parcels Roads Parcel/Account Numbers Owner Name Lakes & Rivers County Boundary Line • 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 OPTIONAL 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" - - I I J l r 1 I l I I -I I I I I I I I I I I 7 r I I I I I I ) I I Ir:' I I ; : g· I I I I 1--U_ I I I - I r r I r I •"-I f I ~ I I I I r.l v---I I I ; c-'~I rr I I~ T I I'"" I I I I I I I I _J I --' vl ('-- ~ L-L--!--Jl~-4-+-+-+-t--t--t --1 .----;,---+--+---t---tl I r,,,,--.;..-.--+--1---r1---t--t-l ---!--i-+--+--4-+-l-+-+--+--t-t1 1 D+W--t-H--H-t--H--t-t-t-ti~H, I I I r 0 I -\)--f---I I~ 7 -LW--+--+--l--+--~1-t-+-t-t--t-H1i77 ---+--H-+-;---t-I 1 r ~ - I I r i\ I ' ( .L I I I r l I'\ _ ... 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