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HomeMy WebLinkAboutEngineer's OWTS Design Plan129 Cains Lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com May 3, 2025 Project No. C1955 Daniel Wilson wilson.danielf@gmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design 5-Bedroom Residence 1609 CR 112 Garfield County, Colorado Daniel, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 40.64-acre property is located outside of Carbondale, in an area where OWTSs and wells are necessary. Legal Description: Section: 14 Township: 7 Range: 88 A TR IN SEC 14 40.64 ACREs Parcel ID: 2393-143-00-230 SITE CONDITIONS The property is currently developed with several residences and ranch structures. The OWTS serving a 5-bedroom residence located to the south of a large riding arena is experiencing slow draining and there is a desire to upgrade the OWTS. We believe Garfield County Individual Sewage Disposal System (ISDS) Permit 693 documents the OWTS currently serving the residence. The OWTS consists of a 1000-gallon concrete septic tank followed by a 12’ x 52’ pipe and gravel soil treatment area (STA). The permit received final approval on August 8, 1979. The system was sized to accommodate 3-bedrooms. The existing OWTS will be abandoned and replaced with the components described in this design. The residence will be served by a private well on the property. The well is located to the northeast of the residence. The well is greater than 50-feet from the proposed septic tank and greater than 100-feet from the proposed STA. Page 2 Arrow indicates approx. well location The proposed STA location is in a fenced-in area vegetated with native grasses. Once installed, the STA should be protected from livestock traffic. 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 29, 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 clay loam topsoil to 3-feet, underlain by light brown calcareous clay matrix to a maximum depth explored of 8.0-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 consisted of dark brown clay loam topsoil to 3-feet, underlain by light brown calcareous clay matrix to a maximum depth explored of 7.0-feet. No bedrock or groundwater was encountered. A sample of the soil was taken from Test Pit #1 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 to firm. Soil texture was both gritty and smooth. Calcareous clay matrix is consistent with Soil Type 2 with moderate structure grade. A long-term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the STA. 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Test Pit #1 Sidewall Sieved sample Ribbon approx. 1” Page 4 Test Pit #2 Test Pit #2 backfill Page 5 Topsoil 2 to 3’ 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 5 Bedrooms = 750 GPD LTAR = 0.6 GPD/SF 750 GPD / 0.6 GPD/SF = 1250 SF x 1.2 (gravity bed) x 0.7 (chambers) = 1050 SF The OWTS design is based on 5-bedrooms. An average daily wastewater flow of 750 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ (elevation of 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 92’ / min. 2% fall / min. 23” fall Distribution Box Approximate horizontal distance 214’ / min. 1% rise / min. 26.75” rise Infiltrative Surface Approximate horizontal distance 50’ / min. 1% fall to STA / min. 6.25” 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 existing sewer line from the house foundation should be replaced due to age. The new 4-inch Schedule 40 sewer line exiting the residence must have a double-sweep clean out and a minimum 2% grade to the septic tank. This line crossed a driveway and should be property bedded, with blue board over the sewer line, if shallow. Page 6 The system installation must include a 1000-gallon, two-compartment Infiltrator® poly septic tank with an Orenco® Biotube effluent filter on the outlet tee. 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 two gravelless chamber beds. 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 bed. A 4-inch diameter SDR-35 level manifold must be installed to connect each row of the chamber beds. The chamber beds will consist of 4 rows of 11 ‘Quick 4’ Infiltrator® chambers for a total of 88 chambers and 1056 square feet of infiltrative area. Inspection ports must be installed at each corner of the beds. 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, 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 Polylok Distribution box, risers, lid, flow equalizers (2) Chambers Infiltrator® ‘Quick 4’ Plus Standard Chamber 88 ‘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 Page 7 prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the 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 Page 8 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 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 46 . 5 ' ~ 12 ' DI S T R I B U T I O N B O X WI T H A C C E S S A T G R A D E 4" D I A S D R - 3 5 P V C S E W E R L I N E (M I N . 1 % F A L L T O D - B O X ) 4" D I A S D R - 3 5 I N S P E C T I O N P O R T A T E A C H C O R N E R O F B E D 4" D I A S D R - 3 5 P V C L E V E L M A N I F O L D 88 ' Q U I C K - 4 ' C H A M B E R S I N T W O B E D S . E A C H B E D H A S 4 RO W S O F 1 1 C H A M B E R S = 8 8 C H A M B E R S = 1 0 5 6 S F 4" D I A S D R - 3 5 D I S T R I B U T I O N L I N E T O E A C H B E D (M I N . 1 % S L O P E T O B E D ) 4" D I A S C H E D - 4 0 S E W E R P I P E W I T H C L E A N O U T MI N 2 % F A L L T O T A N K 15 0 0 - G A L L O N , T W O - C O M P A R T M E N T SE P T I C T A N K W I T H E F F L U E N T S C R E E N 5- B E D R O O M RE S I D E N C E TP 1 TP 2 D R I V E W A Y WE L L W BM 1 0 0 ' 0% S L O P E EX I S T I N G S E P T I C T A N K TO B E A B A N D O N E D 50 ' 10 0 ' EX I S T I N G S T A T O B E AB A N D O N E D FE N C E FE N C E Ka t h y W e i s s R e v o c a b l e T r u s t 16 0 9 C R 1 1 2 Ga r f i e l d C o u n t y , C o l o r a d o Pr o j e c t N u m b e r : C 1 9 5 5 Da t e : 0 5 / 0 3 / 2 0 2 5 De s i g n e d b y : C B O Dr a w n b y : D D Sh e e t 2 0 F 4 W2 . 0 N SC A L E : 1 = 2 0 ' = 0 " CB O I n c . 12 9 C a i n s L a n e Ca r b o n d a l e , C o l o r a d o 8 1 6 2 3 Ph o n e 9 7 0 . 3 0 9 . 5 2 5 9 ca r l a . o s t b e r g @ g m a i l . c o m a building or use permit. GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 2014 Blake Avenue Glenwood Springs, Colorado 81601 This does not constitute Phone (303) 945 -7255 INDIVIDUAL SEWAGE DISPOSAL PERMIT N9 693 Owner fToni O'Brien System Location 9 County Road 112 — Cattle Creek Licensed Contractor Conditional Construction approval is hereby granted for a 1/4900 gallon X Septic Tank or Aerated treatment unit.k Absorption area (or dispersal area) computed as follows: N Perc rate of one inch in 2 4 minutes requires a minimum of 2 I O sq. ft. of absorption area per bedroom. Therefore the no. of bedrooms x _24.Q_sq. ft. minimum requirement = a total of 4...,:x—sq. ft. of absorption area. x May we suggest Z' X S a f Date r i i 'f 71 I nspector j i,-- al FINAL APPROVAL OF SYSTEM:i No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to cover -.'' ing any part. 1 Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground surface. Proper materials and assembly. f o! Apip Trade name of septic tank or aerated treatment unit- Adequate absorption (or dispersal) area.C \\ Adequate compliance with permit requirements. Adequate compliance with County and State regulations /requirement Other Date i Inspectorr1i RETAIN WITH RECEIPT RECORDS AT CON. TRUCTION SIT CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to au- thority granted in 66-44-4, CRS 1963, amended 66 -3 -14, CRS 1963. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a viola- tion of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which in- volves 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 — 6 months in jail or both). Building Official - Permit White Copy Applicant — Green Copy Dept. — Pink Copy Fees Paid $ A.INDIVIDUAL SEWAGE DISPOSAL SYSTEMS APPLICATION Date. 9 NOTIFICATION'OF PROPOSED DISCHARGE TO WATERS OF THE STATE v INDIVIDUAL HOME SEWAGE TREATMENT SYSTEM Owner: Orvr Army,v, Mail Address: 31y as City: a(1}Zip:Phone: 9)4,-QN04 INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable buildings, location of potable water wells, soil percola- tion test holes, soil profiles in test holes. 1. Location of facility: County Garfield City or Town Carbonc2o1g Legal Description —Rau_J'Lot Size 15 licrts 2. No. of Bedrooms 3 Septic Tank Capacity inorrAeration Unit Capacity' 3. Source of Domestic Water: Public (name): NOT 7Private: Well V Depth Other Depth to first ground water table b aC E>T 2 oo- - 0 - 4. Is facility within boundaries of a city /town or sanitation district? No 5. Distance to nearest sewer system: 4- rr1 rni(es Have you attempted to arrange a connection with the system? No If rejected, what was the reason? 6. Rate of absorption in test holes shown on the location map, in minutes per inch of drop in water level after holes have been soaked for 24 hours: fcZ= PryZ.cucr 7. Name, address, and telephone of person who made soil absorption tests: Se—r— Per12 ury 8. Name, address, and telephone of person responsible for design of the system: P ei?-ou -r 9. Express permission is hereby granted for the inspection of the above property by any member of the Garfield County Environmental Health Department and /or such persons as they may designate. Any withdrawal of this permission shall be in writing and receipt acknowledged by the County Environmental Health Department. 10. I have been given an opportunity to read the Individual Disposal Systems Regulations of Garfield County and I hereby agree to comply with all terms, conditions and requirements included therein. L3 —79 tff . i i 9t , r z Date Si.n re of Applicant TO BE RETURNED TO HEALTH DEPT.) C` PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY rt `ve o ° c Seibret pt.) Qt c.as INDICATE BELOW THE LOCATION OF YOUR BUILDINGS, WATER SUPPLY AND DISTRI- BUTION LINES, STREAMS, IRRIGATION DITCHES, ROADWAYS, AND BOUNDARY LINES TO BE RETURNED TO HEALTH DEPT.) oCARROW. WALKER / 3(• K • 13•14 • A In, nniul,rm, Fl,l,.n Iona S In SI. • Glnn•ond Spilir CNo F:1 A(11 • 303445. F'[.:'l ei W...1 AIL ,'.I • Pak. (wln H I[5(1 • it ::r L;' 4: • EXHIBIT "A" A parcel of land situated in the SE. NW;, NEkSW1/4, NW;SE1/4 and SANE: of Section 14, Township 7 South, Range 88 West of the Sixth Principal Meridian, lying southwesterly of the south- westerly right -of -way line of a county road as constructed and in place, said parcel of land is described as follows: Beginning at the West Quarter Corner of said Section 14 being a rock found in place and properly marked, thence S. 80 °43'00" E. 3316.55 feet to the True Point of Beginning; thence S. 53° 39'57" W. 715.14 feet; thence N. 11 °54'32" W. 467.30 feet; thence N. 00 °03'30" W. 884.54 feet to a point on the south- westerly right -of -way line of said county road; thence S. 48 °07'03" E. 122.50 feet along the southwesterly right -of -way line of said county road; thence S. 55 °54'51" E. 233.12 feet along the south -. westerly right -of -way line of said county road; thence S. 52 °56' 45" E. 392.69 feet along the southwesterly right -of -way line of said county road; thence S. 59 °17'50" E. 149.01 feet along the southwesterly right -of -way line of said county road; thence S. 68 °00'41" E. 335.50 feet along the southwesterly right -of -way line of said county road to a point in the center of a 30 foot road and utility easement; thence along the centerline of said road and utility easement S. 53 °39'57 W. 451.17 feet; to the True Point of Beginning. The above described parcel of land contains 15.21 acres more or less, and is subject to the road and utility easement along a portion of the easterly line. SCARROW AND WALKER /KKBNA, INC. 1001 Grand Avenue Glenwood Springs, CO 81601 January 22, 1979 1.1r. v. milt y lilt. 1 lu0.4 y .-r.... br•x r.n orr n.r.' Om:ro iU: Ee::o ISA-i`L: Gr•u br.,do-,1',.yrnond icte.• U S<ar row — SPe..a 1 Consul,anl 2,257 376.2 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. 1,7541: Feet2920 Legend 146 Notes Location 292 Date Prepared: 5/3/2025 10:49:58 AM Well Constructed Final Permit County 1609 CR 112 Legend 1609 Co Rd 112 Crys tal Springs Ranc h & Saddlery 200 ft N ➤➤ N Gareld County, CO Developed by Account Number   R111358 Parcel Number  239314300230 Acres 41 Land SqFt 0 Tax Area 011 Mill Levy 74.4140 Physical Address   1609 112 COUNTY RD   CARBONDALE 81623 Owner Address  WEISS, KATHY REVOCABLE TRUST UAD 6/8/84 1609 COUNTY ROAD 112 CARBONDALE CO 81623 Total Actual Value   $0 Last 2 Sales Date  Price   n/a  $   n/a  $   Date created: 5/3/2025 Last Data Uploaded: 5/2/2025 10:32:19 PM 1,504 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 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"