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HomeMy WebLinkAboutEngineer's OWTS Design Plan129 Cains Lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com May 14, 2025 Project No. C1956 Paul Samuelson pablosam@hotmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design 2-Bedroom Residence 4633 CR 214 Garfield County, Colorado Paul, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 2.56-acre property is located outside of Silt, in an area where OWTSs and wells are necessary. Legal Summary: Section: 6 Township: 6 Range: 91 A TR. OF LAND IN SENW. Parcel ID: 2181-062-00-047 SITE CONDITIONS The property is currently developed with a 2-bedroom residence. No documents were available on the existing OWTS, which is likely original to the home that was constructed in 1981. The existing septic tank and soil treatment area (STA) will be abandoned and replaced with this proposed design. The residence was previously served by a cistern located to the west of the residence. The cistern is not directly connected to a well. No OWTS component will come within 25-feet of the cistern. A well that will serve as the water source for the residence was recently drilled in the southeast corner of the property. The well will be at least 50-feet from the proposed septic tank and at least 100-feet from the proposed STA. The proposed soil treatment area (STA) location has an approximate ten percent slope to the south. The proposed area is vegetated 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. Page 2 View of well View of Cistern SUBSURFACE The subsurface was investigated on May 7, 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 medium brown, dense loam to a maximum depth explored of 7.0-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 consisted of medium brown, loam, underlain by medium brown, dense loam 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 weak (and in Test Pit #2 weak structure grade was observed below 4-feet). The soil formed a ball and a ribbon less than 1-inch in length before breaking. Soil structure shape was blocky and consistence was firm. Soil texture was both gritty and smooth. The soil is consistent with Soil Type 2A, Loam, with weak structure grade. A long-term acceptance rate (LTAR) of 0.5 gallons per square foot will be used to design the STA. Sieved sample Ribbon 1” 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 Backfill Firm peds Page 4 Test Pit #1 looking toward Test Pit #2 Test Pit #2 Test Pit #2 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 2 Bedrooms = 300 GPD LTAR = 0.5 GPD/SF 300 GPD / 0.5 GPD/SF = 600 SF x 1.0 x 0.7 = 420 SF / 12 SF/chamber = min 35 chambers The OWTS design is based on 2-bedrooms. An average daily wastewater flow of 300 GPD will be used. Page 5 For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ (Elevation of existing sewer line). 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 73’ / min. 2% fall / min. 18.25” fall Distribution Box Approximate horizontal distance 24’ / min. 1% fall / min. 5” fall Infiltrative Surface Approximate horizontal distance 20’ to furthest trench / min. 1% fall to STA / min. 2.5” 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. A new, 4-inch Schedule 40 sewer line should begin at the existing double-sweep clean out and have a minimum 2% grade to the septic tank. 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 three 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 12 ‘Quick 4’ Standard Plus Infiltrator® chambers for a total of 36 chambers and 432 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-1060-2CP 1000-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 (3) Chambers Infiltrator® ‘Quick 4’ Plus Standard Chamber 36 ‘Quick 4’ chambers Construction must be according to the jurisdiction’s adopted On-Site Wastewater Treatment System Regulations, the OWTS Permit, and this design. Page 6 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. 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. Page 7 If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high- water conditions and shall be connected to a control breaker separate from the high-water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in 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 4633 CR 214 Legend 4633 Co Rd 214 200 ft N ➤➤ N Image © 2025 A ir bus Image © 2025 A irbus Image © 2025 A irbus WILKINSON, MARTIN R Owner Address 9 BENCHMARK DRIVE BOULDER, CO 80303-5125 Book 383, Page 545 No. 5 Rebar & Orange Plastic Cap LS No. 36572 30" CPP No. 5 Rebar Gate Valve County Road No. 214 Ga s PK Nail & Shiner LS No. 36572 No. 5 Rebar & Orange Plastic Cap LS No. 36572 No. 5 Rebar & Orange Plastic Cap LS No. 36572 No. 5 Rebar & Orange Plastic Cap LS No. 36572 Concrete House Wood Frame Garage Cistern Irrigation Box Sewer Clean-outs Gra v e l D r i v e w a y Culvert Culvert Fence Pond Fence Covered Porch Parcel 1 Boundary Line Book 446, Page 90 Parcel 2 2.563 Acres ± Rock Wall & Fence Overhead Utilities Power Pole & Telephone Pedestal Centerline of Highline Ditch (aka Roseman Ditch) Asphalt Road 81.02' Overhang 128.78' 133.64' Lot 1 Maves Subdivision Exemption North 1/4 Corner Section 6 Found Monument Septic Tank Lid Sewer Clean-out Water Spigot Telephone Pedestal Guy Wire Power Pole Well LEGEND U.S. SURVEY FEET USED PROPERTY DESCRIPTION PARCEL 1: ALL THAT PART OF THE SE1/4NW1/4, SEC. 6, TP. 6 S., R. 91 W., 6TH P.M. LYING SOUTHERLY OF THE HIGHLINE DITCH, SOMETIMES KNOWN AS THE ROSEMAN DITCH, AND NORTHERLY OF THE COUNTY ROAD AS NOW CONSTRUCTED AND IN PLACE, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY LINE OF SAID ROAD, WHENCE THE S1/4 CORNER, SEC. 34, TP. 5 S., R. 91 W., 6TH P.M., BEARS N. 47° 01' E. 3218.07 FEET; THENCE S. 86°53' W. 563.01 FEET ALONG THE NORTHERLY LINE OF SAID ROAD; THENCE N. 198.28 FEET TO A POINT ON THE SOUTHERLY BANK OF SAID DITCH; THENCE N. 42°23' E. 64.69 FEET ALONG THE SOUTHERLY BANK OF SAID DITCH;. THENCE N. 60°47' E. 265.30 FEET ALONG THE SOUTHERLY BANK OF SAID DITCH; THENCE N. 48°46' E. 113.81 FEET ALONG THE SOUTHERLY BANK OF SAID DITCH; THENCE S. 73° 16' E. 180.90 FEET ALONG THE SOUTHERLY BANK OF SAID DITCH; THENCE S. 8°26' W. 79.50 FEET; THENCE S. 43°38' E. 83.64 FEET; THENCE S. 4°28' W. 229.40 FEET TO A POINT ON THE NORTHERLY LINE OF SAID ROAD, THE POINT OF BEGINNING. ALSO A TRACT OF LAND DESCRIBED AS BEGINNING AT A POINT ON THE NORTH SIDE OF THE COUNTY ROAD WHENCE THE S1/4 CORNER SEC. 34, TP. 5S., R. 91 W. OF THE 6TH P.M. BEARS N. 52°39'48" E. 3668.0 FEET, THENCE ALONG THE NORTH SIDE OF THE COUNTY ROAD S. 86°53' W. 116.62 FEET, TO THE FIRST ROCK LEDGE TO INTERSECT WITH THE COUNTY ROAD WEST OF SLAUGHTER GULCH, THENCE NORTH ALONG SAID ROCK LEDGE 120.87 FEET TO A POINT ON THE SOUTH BANK OF THE HIGHLINE OR ROSEMAN DITCH, THENCE ALONG SAID DITCH N. 36°23' E. 49.01 FEET, THENCE ALONG SAID DITCH N. 64°43' E. 96.63 FEET, THENCE S. 195.30 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. THERE IS EXCEPTED FROM THE PROPERTY ABOVE DESCRIBED ALL THAT PORTION THEREOF CONVEYED TO ELLEN P. WILKINSON BY WARRANTY DEED RECORDED AS DOCUMENT NO. 237716 IN BOOK 383 AT PAGE 545. ALSO EXCEPTING ANY PORTION OF THAT PARCEL DESCRIBED IN INSTRUMENT RECORDED MAY 15, 2008 AS RECEPTION NO. 748601. PARCEL 2: A PARCEL OF LAND DESCRIBED IN INSTRUMENT RECORDED MAY 15, 2008 AS RECEPTION NO. 748602 SITUATE IN THE SE1/4NW1/4 OF SECTION 6, TOWNSHIP 6 SOUTH, RANGE 91 WEST OF THE 6TH P.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH 1/4 CORNER OF SECTION 6, A GARFIELD COUNTY SURVEYOR'S BRASS CAP IN PLACE; THENCE S29°09'00"W 2241.12 FEET TO THE SOUTHERLY ANGLE POINT OF THE MAVES SUBDIVISION EXEMPTION AS FILED WITH THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AS RECEPTION NO. 645003, THE TRUE POINT OF BEGINNING; THENCE N47°03'49"E ALONG THE SOUTHERLY LINE OF SAID MAVES SUBDIVISION EXEMPTION 46.99 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE N65°27'49"E 265.29 FEET TO A POINT ON THE WESTERLY LINE OF A PARCEL OF LAND AS DESCRIBED IN DEED RECORDED IN BOOK 1311, PAGE 755 AS FILED WITH THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE; THENCE DEPARTING SAID SOUTHERLY LINE S08°36'45"E ALONG SAID WESTERLY LINE 365.80 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. 214; THENCE DEPARTING SAID WESTERLY LINE N88°26'09"W ALONG SAID NORTHERLY RIGHT- OF-WAY LINE 359.79 FEET; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY LINE S89°21'32"W 92.23 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT-OF WAY LINE N08°22'53"W 110.22 FEET; THENCE N53°05'19"E 156.09 FEET; THENCE N57°52'35”E 14.90 FEET TO THE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO IMPROVEMENT LOCATION CERTIFICATE A PARCEL OF LAND SITUATED IN THE SE1/4NW1/4 SECTION 6, TOWNSHIP 6 SOUTH, RANGE 91 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO 4633 County Road 214, Silt, CO 81652 SURVEYOR'S CERTIFICATE: I SCOTT R. BLACKARD HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR *SEE BELOW* THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, JANUARY 26, 2024, EXCEPT UTILITY CONNECTIONS ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. *COMMONWEALTH TITLE COMPANY *FILE NO. 2024-01-19 *EFFECTIVE DATE: JANUARY 12, 2024 _____________________________________________________________________________________________ SCOTT R. BLACKARD L.S. 38342 DATE EMAIL: sblackard11@gmail.com IMPROVEMENT LOCATION CERTIFICATE A PARCEL OF LAND SITUATED IN THE SE1/4NW1/4 SECTION 6, TOWNSHIP 6 SOUTH, RANGE 91 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO 4633 County Road 214, Silt, CO 81652 NOTES: 1.) THE DATE OF THE FIELD SURVEY WAS JANUARY 26, 2024. 2.) THIS DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM OR SURVEYOR. 3.) THIS PROPERTY IS SUBJECT TO EASEMENTS, RIGHTS OF WAY AND/ OR REQUIREMENTS AS NOTED OR SHOWN IN THE RECORDS OF THE GARFIELD COUNTY CLERK & RECORDER. 4.) THIS SURVEY IS BASED ON A LOT LINE ADJUSTMENT PLAT BY BOOKCLIFF SURVEY SERVICES DATED MARCH 3, 2008, FILE NO. 05149-03, AND DOCUMENTS OF RECORD AND MONUMENTS FOUND IN PLACE. Gareld County, CO Developed by Account Number   R015073 Parcel Number   218106200047 Acres 3 Land SqFt 0 Tax Area 015 Mill Levy 70.1570 Physical Address   4633 214 COUNTY RD   SILT 81652 Owner Address   SAMUELSON, PAUL & ZARLENGO, ANTHONY ANGE PO BOX 1789 GLENWOOD SPRINGS CO 81602 Total Actual Value   $0 Last 2 Sales Date  Price   9/19/2023  $350,000   n/a  $   Date created: 5/7/2025 Last Data Uploaded: 5/7/2025 2:15:24 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 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" SHEET INDEX: 2018 IECC CODE NOTES · · · · · · · · · · · AIR BARRIER METHOD THERMAL ENVELOPE LEGEND MECHANICAL VENTILATION CS1 THERMAL ENVELOPE PLAN SCALE: 1/4" = 1'-0" 12 6 A1 LAUNDRY BATH BATHBDRM #4 BDRM #3 MASTER BEDROOM BDRM #2 PLAY ROOM LIVING DINING KIT. STORAGE W.I.C. A2 LIVING DINING BDRM #2 M.BATH MASTER BEDROOM KITCHEN LAUN. UTILITY W.I.C. BATH PANTRY 1/4" = 1'-0" FRONT ELEVATION 12 6 12 6 1/4" = 1'-0" LEFT ELEVATION 12 6 1/4" = 1'-0" RIGHT ELEVATION 12 6 1/4" = 1'-0" REAR ELEVATION 12 6 A3 A4 E1 P1