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HomeMy WebLinkAboutEngineer's OWTS Design Plan33 Four Wheel Drive Road Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com July 12, 2020 Project No. C1535 Geneve Kashnig Genevekash@yahoo.com Subsurface Investigation and Onsite Wastewater Treatment System Design 4-Bedroom Residence 449 CR 223 Garfield County, Colorado Geneve, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 14.279-acre property is located outside of Silt, in an area where OWTSs and wells are necessary. Legal Description: A TR IN SWSW SEC. 1 & NWNW SEC. 12 AKA LOT 1 MCKENNIS SUB. EXEMPTION Parcel ID: 2177-122-00-328 SITE CONDITIONS A 4-bedroom residence presently exists on the property along with several out-buildings. The 4-bedroom residence is currently served by an existing OWTS. Garfield County Individual Sewage Disposal System Permit 1955 documents this system. The permit received final approval from Garfield County on March 3, 1992. The system was designed to accommodate 3-bedrooms. The soil treatment area (STA) is experiencing slow-draining and there is a desire to replace the STA. The existing septic tank is a 1250-gallon, two-compartment concrete septic tank in good condition, as reported by Altitude Septic after pumping. The existing septic tank will remain in use. The residence is served potable water from a private well located to the northwest of the residence. The existing septic tank is greater than 50-feet from the well and the proposed STA will be located greater than 100-feet from the well. The water line does not come within 25-feet of any OWTS component. The proposed soil treatment area (STA) is relatively flat, losing some elevation towards the south. The proposed area is within a fenced area for horses. We recommend blocking off the STA to eliminate horse traffic in this area. There should be no traffic, staging of material, or heavy livestock traffic over the future STA site to avoid compaction of soils prior to construction of the STA. Page 2 SUBSURFACE The subsurface was investigated on July 2, 2020 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg.1 The materials encountered in Test Pit #1 consisted of light brown sandy clay loam to 3.0-feet, underlain by medium brown (moist) sandy clay loam to 4.0-feet, underlain by light brown sandy clay loam to 6.0-feet, underlain by medium brown (moist) sandy clay loam to a maximum depth explored of 9.0-feet. No bedrock or groundwater was encountered. The materials encountered in the Test Pit #2 were similar to those encountered in Test Pit #1. The Test Pit was excavated to a maximum depth explored of 9.0-feet. No bedrock or groundwater was encountered. A sample of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure was moderate. The soil formed a ball and a ribbon 1 to 2-inches in length before breaking. Soil structure shape was blocky and consistence was friable to firm. Soil texture was more gritty than smooth. STA sizing is based on Soil Type 3, Sandy Clay Loam with moderate structure grade. A long term acceptance rate (LTAR) of 0.35 gallons per square foot will be used to design the OWTS. Test Pit #1 (bands of moisture / no freestanding water) Test Pits were open for over a week before viewing 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Field area Page 4 View of proposed STA south of shed Sieved sample DESIGN SPECIFICATIONS The existing septic tank will remain in use. The existing STA will be abandoned in place. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4th bedroom) = 525 GPD LTAR = 0.35 GPD/SF 525 GPD / 0.35 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 1050 SF The new OWTS design is based on 4-bedrooms. An average daily wastewater flow of 525 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ at the outlet pipe existing septic tank. Top of tank is approximately 6” below grade. CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. Page 5 OWTS Component Minimum Elevation Distribution Box Approximate horizontal distance 150’ / min. 1% slope / min. fall 18.75” Infiltrative Surface Approx. horizontal distance to nearest trench 5’ / min. 1% slope / min. fall .625” A double-sweep clean out must be added to the existing sewer line between the residence and the septic tank. Both septic tank lids must be accessible from grade. If necessary, risers must be added. An Orenco® Biotube Effluent Filter must be installed on the outlet side of the septic tank. A new, 4-inch diameter Schedule 40 sewer line must be installed from the septic tank to a new distribution. We are recommending Schedule 40 because the area is subject to horse traffic. This pipe must have a minimum 1% grade from the septic tank to the distribution and must be well bedded with gravel. 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. The soil treatment area (STA) will consist of six gravelless chamber trenches. Each trench will consist of 15 ‘Quick 4’ Low Profile Infiltrator® chambers for a total of 90 chambers and 1080 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. Installation of trenches should be as shallow as possible, while maintaining a minimum 1-foot of cover over the chambers. 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 Biotube Effluent Filter Orenco® Full Size Effluent Filter and housing Distribution Box Valley Precast D-Box 8C Concrete distribution box Flow Equalizers 3049 Equalizer 6 Flow Equalizers Chambers Infiltrator® 102 ‘Quick 4’ Low Profile Chambers The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. INSTALLATION CONTRACTOR CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. Page 6 INSTALLATION OBSERVATIONS CBO Inc. must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the 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. Page 7 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 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 r.. 4 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81801 Phone (303) 945-8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT N 1955 a building or use permit. Owner LSwayne 6 Heather Whittington System Location 0449 C.R. 223, Rifle Licensed Installer owner Conditional onstruction approval is hereby granted for a 0 gallon Septic Tank or Aerated treatment unit. Absorption area (or dispersal areal computed as follows: Perc rate of one inch in minutes requires a minimum of r._ - sq. ft. of absorption area per bedroom. Therefore the no. of bedrooms 3 x ft. mi ' re irement = a total of sq. ft. of bsorption area. 7j -?0i' /J- » X7iV-7 PD °cK 0"," e2, L J'.c-s, li Ma y we suggest:Or 0 -'r ig ft ry ebtt. err Date A-f' C-1 Inspector r .[.tY , •4.d „ ., FINAL APPROVAL OF SYSTEM: 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 ) %4 -0 ( 7e Septic Tank access for inspection and cleaning within 12 of ground surface or aerated access ports above ground surface. O Proper materials and assembly. cr I ^ '``1 Trade name of septic tank or aerated treatment unit. X Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. Adequate compliance with County and State regulations /requirements. Other Date C-1 .)› .1 11 . S1 ll -ocv r -'ate ?Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE CONDITIONS: 1. All Installation mustcomplywith all requirements otthe'bolorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 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 violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or Installs an individual sewage disposal system in a manner which Involves a knowing and material variation from the terms or specifications contained In the application of permit commits a Class I, Petty Offense 500.00 tine — 8 months in Jail or both.). Applicant: Green Copy Department: Pink Copy Application e INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by County Official: OWNER unli 4 i(<6. x" I -, o0 ADDRESS 1A)c,-.IAi PHONE 2S -.3 Vg D I r CONTRACTOR J J ADDRESS -PHONE PERMIT REQUE. FOR: 84 New Installation Alteration Repair Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes. See page 4.) LOCATION OF PROPOSED FACILITY: County g /)Ie.(:e/4' Near what City of Town LC-I4- Lot Size 5 ; //c Legal Description Se C{ ') _JNctC c 4r{, - WASTES TYPE:c) Dwelling Transient Use Commercial or Institutional Non- domestic Wastes Other - Describe BUILDING OR SERVICE TYPE: Number of bedrooms 3 Number of persons 3 tietisenisayiwiiskider X) Automatic washer Dishwasher SOURCE AND TYPE OF WATER SUPPLY: PC) well spring stream or creek Give depth of all wells within 180 feet of system: If supplied by community water, give name or supplier: GROUND CONDITIONS: Depth to bedrock: tylk....,,,,_„ Depth to first Ground Water Table: 6, o ' t - _ Percent ground slope: LLn-3c DISTANCE TO NEAREST CO SEWER SYSTEM: Was an effort made to connect to community system? TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: Septic Tank Aeration Plant Vault Vault Privy Composting Toilet Recycling, potablir use Pit Privy Incineration Toilet Recycling, other use Chemical Toilet Other - Describe: FINAL DISPOSAL BY: 2c) Absorption Trench, Bed or Pit Evapotranspiration Underground Dispersal Sand Filter Above Ground Dispersal Wastewater Pond Other - Describe: WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF TIIE STATE? ,,, / SOIL PERCOLATION TEST RESULTS: To be completed by Registered Professional Engineer.) Minutes per inch in hole No. 1 Minutes per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole No.,__ Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposes of the evaluation of the application; and the issuance of the permtt,is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further under- stand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for per - jury as provided by law. 11 Date 3-7 — 5 1 Signed C PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY c"..;::,:::,4,-,"..44 i : ::::: • I c , .4:,,,,:j"' .i ''.;dti'l, si 1„,.i, iii ; T: r. 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V . 51'.::, S4Vj; A 34 : .:...: L• ,,[1:,....::.,:.s, „....,... ... 449 Peterson Ln Legend 200 ft N ➤➤ N Garfield County, CO Developed by Account Number R210828 Par cel Number 217712200328 Acr es 14 Land SqFt 0 T ax Ar ea 021 2019 Mill Levy 63.9580 Physical Addr ess 449 223 C OUNTY RD RIFLE 81650 Ow ner Address KASHNIG, GENEVE 449 C OUNTY RO AD 223 RIFLE C O 81650 2019 T otal Actual Value $517,970 L ast 2 Sales Date Pr ice 8/28/2012 $382,500 2/27/1998 $0 Date created: 7/12/2020 Last Data Uploa ded: 7/11/2020 2:04:32 AM 921 ft Overvi ew Legend Parcels Roa ds Parcel/Account Number s Highw ays Limited Access Highwa y Major Road Loca l Roa d Minor Road Other Road Ra mp Ferry Pedestria n Way Owner Na me Lakes & River s County Boundar y 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 Low Profile (LP) Chamber The Quick4 Plus Standard Low Profile (LP) offers maximum strength through its four center structural columns. This chamber can be installed in a 36-inch-wide trench. It is shorter in height than Infiltrator’s other Standard model chambers, allowing for shallower installation. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connection™, which permits turns up to 15°, right or left. The Quick4 Plus All-in-One 8 and Quick4 Plus Endcaps provide increased flexibility in system design and configurations. Maximum Strength APPROVED in _____________________________________________ Quick4 Plus™ Series Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) Quick4 Plus Standard LP Chamber Specifications Size 34”W x 53”L x 8”H (864 mm x 1346 mm x 203 mm) Effective Length 48” (1219 mm) Louver Height 6.3” (160 mm) Storage Capacity 32 gal (121 L) Invert Height 3.3” (84 mm), 9.6” (244 mm) Quick4 Plus Standard Low Profile (LP) Chamber Benefits: • Low profile design makes this chamber ideal for shallow applications • Reduces imported fill needed for cap and fill systems • Four center structural columns offer 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 Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12” raised invert is ideal for serial applications Quick4 Plus All-in-One 8 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid-trench • Mid-trench connection feature allows center feed inletting of chamber rows • Center-feed connection allows for easy installation of serial distribution systems • Variable pipe connection options allow for side, end or top inletting • Piping drill points are set for gravity or pressure pipe Quick4 Plus Endcap Benefits: • Simple, flat design • Allows installation of a pipe from the end only • Piping drill points are set for gravity or pressure pipe Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 www.infiltratorwater.com 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 SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra-Rib is a trademark of IPEX Inc. © 2016 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A.PLUS01 0816 Quick4 Plus™ Series INFILTRATOR WATER TECHNOLOGIES, LLC (“INFILTRATOR”) Infiltrator Water Technologies, LLC STANDARD LIMITED Drainfield WARRANTY (a) The structural integrity of each chamber, endcap, EZflow expanded polystyrene and/or 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 any- one other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, spe- cial 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 war- ranty 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. Quick4 Plus Standard Low Profile Chamber ________________________________________________________________________ Quick4 Plus All-in-One 8 Endcap ________________________ Quick4 Plus All-in-One Periscope ________________________ 6" 5"9" (EFFECTIVE LENGTH) 48"34" 8" 8" 4.5" EFFECTIVE LENGTH* 6" 18" 8" 3.3" INVERT 13.3” EFFECTIVE LENGTH* When installed at the end of a trench. 10.4" EFFECTIVE LENGTH* When installed between 2 chambers.INVERT 9.6" 18" 3.3" INVERT Quick4 Plus Endcap ____________________________________ (EFFECTIVE LENGTH)48"34"8" 8" 4.5" EFFECTIVE LENGTH* 6" 18" 8" 3.3" INVERT 13.3” EFFECTIVE LENGTH* When installed at the end of a trench. 10.4" EFFECTIVE LENGTH* When installed between 2 chambers.INVERT 9.6" 18" 3.3" INVERT (EFFECTIVE LENGTH)48"34"8" 8" 4.5" EFFECTIVE LENGTH* 6" 18" 8" 3.3" INVERT 13.3” EFFECTIVE LENGTH* When installed at the end of a trench. 10.4" EFFECTIVE LENGTH* When installed between 2 chambers.INVERT 9.6" 18" 3.3" INVERT (EFFECTIVE LENGTH) 48"34" 8" 8" 4.5" EFFECTIVE LENGTH* 6" 18" 8" 3.3" INVERT 13.3” EFFECTIVE LENGTH* When installed at the end of a trench. 10.4" EFFECTIVE LENGTH* When installed between 2 chambers.INVERT 9.6" 18" 3.3" INVERT