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HomeMy WebLinkAboutEngineer's OWTS Design Plan129 Cains Lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com December 24, 2024 Project No. C1926 Hilary Porterfield hilary@hilaryporterfield.com Subsurface Investigation and Onsite Wastewater Treatment System Design 4-Bedroom Residence + 1-Bedroom Accessory Dwelling Unit (ADU) 840 CR 112 Garfield County, Colorado Hilary, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 4.03-acre property is located outside of Carbondale, in an area where OW TSs and wells are necessary. Legal Description: Section: 23 Township: 7 Range: 88 A TR IN NENE. Parcel ID: 2393-231-00-373 SITE CONDITIONS The property is currently developed with a 4-bedroom residence and a 1-bedroom Accessory Dwelling Unit (ADU). The soil treatment area (STA) serving the residences is experiencing slow draining and will be replaced. There was no documentation available from Garfield County Land Explorer on the original OWTS. The septic tank was replaced in 2008 and is documented by Garfield County Individual Sewage Disposal System (ISDS) Permit 4460 and a letter from ALL SERVICE septic, LLC dated July 8, 2008 documents the septic tank replacement (enclosed). The existing STA will be abandoned in place. The proposed STA location has an approximate five percent slope to the east. The proposed area is vegetated with native grasses and sparse trees. 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 December 17, 2024 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 to 1-foot, underlain by tan calcareous clay matrix to a maximum depth explored of 7.0-feet. No bedrock or groundwater was encountered. 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 The materials encountered in Test Pit #2 consisted of dark brown topsoil to 2.0-feet, underlain by tan calcareous clay matrix to a maximum depth explored of 5.0-feet where digging refusal was encountered on a large basalt boulder. 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 firm to friable . Soil texture was more gritty than smooth. The soil 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. Backfill from Test Pit #1 Ped Test Pit #1 Page 3 Backfill from Test Pit #1 Test Pit #2 Test Pit #2 Refusal on large basalt boulder Page 4 Backfill from Test Pit #2 Looking south from Test Pit #2 towards Test Pit #1 Page 5 DESIGN SPECIFICATIONS The existing STA will be abandoned in place. Design Calculations: Average Design Flow = Main House [75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4th Bedroom)] + ADU [75 GPD x 2 people/bedroom x 1 Bedroom] = 675 GPD LTAR = 0.6 GPD/SF 675 GPD / 0.6 GPD/SF = 1125 SF x 1.0 (gravity trenches) x 0.7 (chambers) = 787 SF / 12 SF/chamber = min. 66 ‘Quick 4’ Infiltrator® chambers The OWTS design is based on 4-bedrooms in the Main Residence and 1-Bedroom in the ADU. An average daily wastewater flow of 675 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ as the elevation of the sewer line existing the septic tank. It should be noted that the septic tank has 2-feet of risers that bring the lids to grade. 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 Distribution Box Approximate horizontal distance 25’ / min. 1% fall / min. 3.125” fall Infiltrative Surface Approximate horizontal distance 5’ / min. 1% fall to STA / min. 0.625” 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 lines from the Main Residence and ADU will remain in use. The existing 1500-gallon, two-compartment Fralo® (Roth®) poly septic tank with an Orenco® Biotube effluent filter on the outlet tee will remain in use. The new portion of the system installation must include a 4-inch diameter minimum SDR-35 sewer line to gravity flow with a minimum 1% fall to a distribution box, and then to four gravelless chamber trenches. The distribution box must be accessible from grade with 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 17 ‘Quick 4’ Standard Plus Infiltrator® chambers for a total of 68 chambers and 816 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. Page 6 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 Distribution Box, risers, lid and flow equalizers Tuf-Tite Risers on distribution box to grade, 4 speed levelers Chambers Infiltrator® ‘Quick 4’ Plus Standard Chambers 68 ‘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. 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 Page 7 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. 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. Page 8 Please call with questions. Sincerely, CBO Inc. Carla Ostberg, MPH, REHS W THE LOCATION OF PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS' DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS ARE ACCURATE. PROPERTY LINES AND SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALED FOR PRINTING ON 11" X 17" PAPER. PROPERTY LINE 4-BEDROOM RESIDENCE STA 1-BEDROOM ADU D R I V E W A Y TP 1 TP 2 APPROXIMATE WELL LOCATION COUN T Y R OAD 1 1 2 SEPTIC TANK 5 0 ' 1 0 0' DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 12/24/2024 Porterfield Residence 840 CR 112 Garfield County, Colorado Project Number: C1926 Date: 12/24/2024 Designed by: CBO Drawn by: DD Sheet 1 0F 4 W1.0CBO Inc. 129 Cains Lane Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com N SCALE: 1 = 50'=0" 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 BE G I N N I N G A N D E N D O F E A C H T R E N C H 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 T R E N C H (M I N . 1 % S L O P E T O T R E N C H ) 4" D I A S D R - 3 5 S E W E R L I N E T O S T A (M I N . 1 % F A L L T O S T A ) 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 'Q U I C K - 4 ' C H A M B E R T R E N C H E S . 4 T R E N C H E S W I T H 1 7 C H A M B E R S P E R T R E N C H FO R A T O T A L O F 6 8 C H A M B E R S A N D 8 1 6 S F . EX I S T I N G S E W E R P I P E S T O R E M A I N EX I S T I N G 1 5 0 0 - G A L L O N , R O T H P O L Y S E P T I C T A N K WI T H E F F L U E N T S C R E E N T O R E M A I N 4- B E D R O O M RE S I D E N C E TP 2 DRIV E W A Y 1- B E D R O O M A D U TP 1 CA R P O R T SH E D PR O P E R T Y L I N E SE P T I C TA N K DE C K 70 . 5 ' 2 4 ' 10 ' M IN EX I S T I N G S T A T O B E A B A N D O N E D I N PL A C E BM 1 0 0 ' Po r t e r f i e l d R e s i d e n c e 84 0 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 2 6 Da t e : 1 2 / 2 4 / 2 0 2 4 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 CA L L 8 1 1 F O R U T I L I T Y LO C A T E S 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 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: 12/19/2024 10:31:55 AM Well Constructed Final Permit County Superfund Sites 840 CR 112 Legend 840 Co Rd 112 300 ft N ➤➤ N êf'-¡'u 5ä. ôb GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 Permit 4460 Assessor's Parcel No. This does not constitute a building or us€ permit. INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Lar &Present Address &LtÕ cRtrlc'Jq.te 8l fff" 9Yf-fæs K4c¡ CR*t\ à-Ca-r bo*c$stQ @Eltx: System Location 9.3- ) 3l-ss -3-13LegalDescriptionofAssessor's Parcel SYSTEM DESIGN Septic Tank Capacity (gallon) Percolation Rate (minutes/inch) Other Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date- lnsPector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for lnspection (24 hours notice) Before Covering lnstallation System lnstaller- Septic Tank Capacity Septic Tank Manufacturer or Trade Name Absorption Area Septic Tank Access within 8" of surface Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requi lnspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE Other Date CONDITIONS: 1. All installationmustcomplywithall requirementsoftheColoradoStateBoardofHealthlndividual SewageDisposal SystemsChapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. Th¡s pêrmit is valid only for connection to structures which have f ully complied w¡th County zoning and building requirements. Con' nection to or use with ány dwelling or structures not approved by the Building and Zoning off ice shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Anypersonwhoconstructs,alters,orinstallsanindividual seWagedisposal system¡namannerwhichinvolvesaknow-ingandmaterial variát¡on from the terms or specif ¡cations contained ¡n the application of permit commits a Class l, Petty Offense ($500.00 f ine - 6 months in jail or both). White - APPLICANT Yellow - DEPARTMÊNT GARFIELD COLINTY SEPTIC PERMIT APPLICATION 108 8th Sheet, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-38 4-3470 / Inspection Line: 970-384-5003 2 I J parcer No: (this iräarryqa'.q.j'S$f ,jWgry 3 öii':i':j'$.i;K'.i\)ere&citv)o'an ëÄääSi" ÐAuË co g ILz3 Lot No: 4 .o3 A.-<*¿¿-- Block No:Lot Size:Subd./ Exemption: Job Address: (if an address has not been f;TO qlbfi{,-xpjPh AIt Ph: 3ftlq €ßqo cQ. rr¿ MailingAddress4Owner: (property owner) BøBB\ ¿u¡ rurÑóf-)Afl Ph:AItPhMailingAddress5Contractor; ctlo (o/8-þÐ AItPhMailinqAddressloÉe,'( ZbrlV2ÉÉl+- 6ç¡rurûb Ls (t 6 6 Enoineel.- se,u-r,"s sop¡c 7 ( ) New lnstallation ( ) Alteration (tJ,RÉþairPERMITREQUESTFORI 8 ffietting ( )Transient Use ( )Commercial or industrial ( )Non- Domestic wastæ Other - BUILDING OR SERVICE Garbage Grinder ( )NoNumberof 9 t0 (Lì¡úELL ( )SpRrNG ( )STREAM 0R CREEK ( )CTSTERN lf supplied by COMMUNITY WATER, give name of SOURCE & TYPE OF WATER SUPPLY: 1l Was an effort made to connec-t to the Community System? DISTANCE TO NEAREST COMMUNITY SEWER YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN t2 ø'dIvGROUNDCONDITIONS: PercentGroundDepthtol"tGround Water l3 TYPE OF INDIVIDUAL ñà6it¡ctant Potable Use SEWAGE DTSPOSAL SYSTEM (ISDS) PROPOSED: Vault Privy( ) lncineration Toilet Composting Toilet ChemicalToilet Aeration Plant Recycling, other use Vault( ) Pit Privy t4 FINALÐISPOSAL BY: fOsorption trench, Bed or Pit Wastewater pond Underground Dispersal ( )Above Ground Dispersal ( )Evapotranspiration ( )Sand filter I )Other- Describe l5 Will effluent be discharged direc{ly into waters of the state? ( )YES ( $}+et- 16 PERCOLATION TEST RESULT: (to be completed by Registered Professional Engineer, if the Engineêr does the Percolation Test) Minutes-perinchinholeNo'2Minutes-perinchinholeNo.-.^r l¡ Name, address & telephone of RPE responsible for design of the system: Name, address & telephone of RPE who made soil absorption per inch in hole No,1 Minutes- per inch in hole No.3 Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tæt and reports as may the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such lerms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and conect to the best of my knowledge and belief be required by of health the same for purposes of issuing the permit applied for herein. Ifurtherandaredesignedtobereliedonbythelocal theu or revocation of any permit granted based upon saidapplicationunderstandthatanyfalsifìcation bvlandlegalactionforperjury 3T*t"l DATEOWNERSSIGNATURE 17 T.A.F'F Total fees:Building Permit #: 5o - .,ì) Permit Fee:Perk Fee: A.)/4. Issue Date: 61, rluk+qâoSepticPermit #: Building & Planning Dept: APPROVÄL DATE ffiËH äËg-L ffiryåfrfi ryflry P0 Box 2844 Glenwood Springs, C0 8l 602 Ph 970-618.5033 Fax 303"216-2796 June 16,2008 Project No. 1491 Bobby Cunningham 840 County Road 112 Carbondale, CO 81623 Septic Tank Repair Design, Existing Main Residence and ADU, S-Bedrooms 840 County Road 112 Garfield County, Colorado Bobby, As requested, ALL SERVICE septic, LLC has prepared a septic tank repair design for the subject single-family residence, in Carbondale, Garfield County, Colorado. The current structures currently utilize a conventional onsite wastewater system located down gradient of the residence. The drain field is served by a septic tank that has failed. The size and dimensions of the drain field are unknown. l tãW*allon, two-compartment FRALOTM septic tank, with an inlet tee and an effluent filter on the outlet should be installed. The septic tank will be located in the same vicinity of the existing tank. The existing septic tank should be properly abandoned. Proper FRALOTM risers and lids must be installed. See attached drawing. During tank installation the PVC se\ryer pipe connecting the septic tank and the drain field may be observed and condition verifÏed. A camera may be directed through the sewer pipe and into the drain fTeldo to observe conditions. Our office should be contacted to observe this. The septic tank should be pumped every two to three years, and the tees inspected. The effluent filter should be cleaned as needed. A high water alarm may be added at homeowners request. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county may view the septic tank installation during construction. The observation should be performed before backfill, after placement tank. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. 7flrt ilrffi *ryF P0 Box 2844 Glenwood Springs,(O 81602 Ph 970-61&5033 Fax 303.216.2796 July 8,2008 Project No. 1495 Bobby Cunningham 840 County Road 112 Carbondale, CO 81623 Septic Tank Repair Design, Existing Main Residence and ADU, S-Bedrooms 840 County Road I 12, P arcel #2393 -23 I -0037 3 Garfield County, Colorado ALL SERVICE septic, LLC performed a septic tank installation observation for the subject property. On June 12,2008 we observed a 2-compartment 1500-gallon FralorM plastic septic tank. The tank was installed and backfilled during our observation. Risers were present for all compartments and were brought to grade. The PVC tee was present on the inlet and the effluent filter on the outlet. The septic tank was installed according to county specifications. This observation is not a guarantee of workmanship andlor parts and materials. ALL SERVICE septic, LLC should be notified if changes were to tank components. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Timothy R. Petz 3 copies sent Richard H. Petz, P.Þ,. Gareld County, CO Developed by Account Number   R112014 Parcel Number  239323100373 Acres 4 Land SqFt 0 Tax Area 011 Mill Levy 74.4140 Physical Address   840 112 COUNTY RD   CARBONDALE 81623 Owner Address  PORTERFIELD, HILARY E 840 COUNTY ROAD 112 CARBONDALE CO 81623 Total Actual Value   $1,745,790 Last 2 Sales Date   Price   5/27/2016   $987,500   10/16/2007   $1,075,000   Date created: 12/19/2024 Last Data Uploaded: 12/19/2024 4:35:29 AM 461 ft Overview Legend Parcels Roads Parcel/Account Numbers Owner Name Lakes & Rivers County Boundary Line Tough Problem Providing a simple, reliable, and permanent means for dividing septic tank effluent flow. TUF-TITE Solution A strong, stable, permanent, non-corrosive Tuf-Tite Distribution Box, with a Tuf-Tite Speed Leveler in each outlet. Snap-in pipe seals They’re patented. Simply insert your PVC pipe and push it through the flexible, polyethylene Tuf-Tite seal. Pipes fit watertight. Installation couldn’t be easier. TTuuff--TTiittee®® DDiissttrriibbuuttiioonn BBooxx.. TTHHEE TTOOUU GGHH OONNEE!! ■Injection molded HDPE ■Non-corrosive ■Simple to install ■Easy to level In a septic environment, no other material can match High Density Polyethylene in delivering a lifetime of trouble-free service. Tuf-Tite Distribution Boxes are injection molded, using only premium HDPE which contains no fillers or foam. They’re permanent Unlike cement-based pipe grout, Tuf-Tite seals will not crack or corrode in septic conditions. They stay pliable and watertight permanently. Stackable Riser Easily extend the top of the box to grade, in 6” increments. Stackable HDPE Risers interlock firmly and accept a screw-on lid or grate. 7-Hole Distribution Box ■Injection molded. Exceptionally strong. ■Domed Lid is ribbed for exceptional strength. ■Patented snap-in pipe seals simplify installation. Domed Lid. Can be anchored to box or Riser with 4 stainless screws. Optional Risers. They stack, in 6” increments, to extend Box to grade. Fittings included. The 7HD2 comes complete with a Domed Lid and 9 snap-in fittings of your choice. 16” S-35 S-40 P-10 16” 6” 6” 14-1/2” 2” Drop INSTALLATION IS JUST THIS SIMPLE 1.Position the Distribution Box on level virgin soil. Do not place box on a concrete slab. 2.Install the inlet pipe and outlet pipes. Be sure the bottoms of all pipes rest on virgin soil. 3.Level the Distribution Box and all pipes as needed. 4.Backfill the pipes to within two feet of the Distribution Box. Recheck the level of the box, then backfill up to the top lid ridge. 5.Install and adjust Tuf-Tite Speed Levelers. 6.Place lid on the Distribution Box and finish backfilling. Choice of Fittings S-35 Pipe Seal, for: ■ Sewer and Drain ■ SDR 35 ■ ASTM 3034 ■ Thin Wall ■ 1500 Lb. Crush S-40 Pipe Seal, for: ■ Schedule 40 ■ 4” Corrugated P-10 Plug, for unused holes Tuf-Tite Speed Levelers™ Control the flow of effluent from the Distribution Box. Simply insert a Speed Leveler into each outlet pipe. Rotate each Speed Leveler so the flow is distributed as desired. Available for 3” or 4” PVC pipe. Versatile Options Drain Grate.Black 16” x 16” HDPE grate. ADA compliant. Can be affixed to Box or Riser with 4 stainless corner screws. 6” Riser.Stackable 16” x 16” HDPE Riser provides 6” elevation to the Box or Riser. Ribbed for added rigidity. ©2005 Tuf-Tite® Corporation Form 7HD2-6. Water-tight Lids and Risers by Tuf-Tite®Drainage and Septic Products Tuf-Tite®Corporation 1200 Flex Court Lake Zurich, Illinois 60047 7-Hole Distribution Box 7HD2 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"