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HomeMy WebLinkAboutSystem Design Report 03.20.2017r 33 Four Wheel Drive Rd Carbondale, CO 81623 970-309-5259 March 21, 2017 Crystal River Ranch Co. LLP c/o Sherry Williams Woodstone, Inc. sherrvwoodstoneinc.net cr Subsurface Investigation and Onsite Wastewater Treatment System Design 3 -Bedroom Residence + Fixtures in Equipment Barn 3808 CR 125 Garfield County, Colorado Sherry, Project No. C1277 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject property. The property is located outside of Glenwood Springs, in an area where OWTSs and wells are necessary. Legal Description: Section: 23 Township: 7 Range: 89 SEC.23 LOTS 1(36.55), 4(16.75), 5(36.67), 10(33.19), N1/2NW, SENW, E1/2. SEC.24 W1/2SW, S ESW. SEC.25 NENW, W1/2W1/2. SEC.26 NE, N1/2SE, LOTS 5(33.92), 9(36.23), 11(6.08), 14(38.84), 15(34.9), 16(6.26), 17(3.9), 18(36.10). SEC.35 LOTS 1(32.09),2(3.94),3(51.9), 4(57.94). SEC.36 NWNW. EXCEPT TR OF LAND IN SEC.23 26 CONT 9.6A Parcel ID: 2395-231-00-032 SITE CONDITIONS The portion of the property that is the subject of this development is currently developed with an agricultural out -building (equipment barn) and a single-family residence. The residence will be demolished and replaced with a new, 3 -bedroom residence. A bathroom will be constructed in the equipment barn. The existing residence is served by an existing OWTS. This OWTS will be properly abandoned. The buildings on this portion of the property are served domestic water by a spring and well that fill a 20,000 gallon water cistern that is located uphill and east of the structures. This water system also serves other structures on the ranch. None of the proposed OWTS components are within 100 -feet of the cistern and the water line serving the structures will be at least 25 -feet from any proposed OWTS component. The proposed STA location slopes slightly toward CR 125. The proposed STA is vegetated with native grasses. No survey or site plan was provided; therefore, a Google Earth image was used to create a scaled site plan. We have allotted a minimum 30 -foot easement from the centerline of CR 125 for placement of the STA. Page 2 SUBSURFACE The subsurface was investigated on March 15, 2017 by digging three soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.'' The materials encountered in Test Pit #1 consisted of dark brown loamy topsoil to 3 -feet, underlain by medium to dark brown silty clay loam to 7 -feet, underlain by reddish brown, silt loam to a maximum depth explored 8 -feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 consisted of dark brown loamy topsoil to 3 -feet, underlain by reddish brown, moist, silt loam to a maximum depth explored 7 -feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #3 consisted of dark brown loamy topsoil to 3 -feet, underlain by reddish brown, moist, silt loam to a maximum depth explored 7 -feet. No bedrock or groundwater was encountered. A tactile analysis of the soils was taken of the topsoil from Test Pit #1. The soil formed a ball and a ribbon less thanl-inch before breaking. Soil structure shape was granular to blocky, soil structure grade was moderate, and consistence was friable. Soil texture was both gritty and smooth. We classify this soil as Loam. A tactile analysis of the soils was taken from Test Pit #1 below 3 -feet. The soil formed a ball and a ribbon 1 to 2 -inches in length before breaking. Soil structure shape was blocky, soil structure grade was moderate to weak, and consistence was firm to extremely firm. Soil texture was more smooth than gritty. We classify this soil as Silty Clay Loam. A tactile analysis of the soils was taken of the Test Pit #2 and #3 below 3 -feet (reddish brown horizon). The soil formed a ball and a ribbon less thanl-inch before breaking. Soil structure shape was blocky, soil structure grade was weak to moderate, and consistence was friable. Soil texture was more smooth than. We classify this soil as Silt Loam. STA sizing is based on Soil Type 2, Silt Loam with weak structure grade. A long term acceptance rate (LTAR) of 0.5 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1, Soil Type 2 presented in the Garfield County On -Site Wastewater Treatment System Regulations, adopted April 14, 2014. Test Pit #1 Topsoil �ilty Clay Loam Horizon ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Sidewall w Silty clay loam Page 4 DESIGN SPECIFICATIONS The existing septic tank must be pumped and removed or collapsed with any remaining void filled with gravel, sand, or compacted soil. The existing STA may be abandoned in place. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms = 450 GPD + 100 GPD (toilet and sink in equipment barn for use by 3 employees per day) = 550 GPD LTAR = 0.5 GPD/SF 550 GPD / 0.5 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 770 SF The new OWTS design is based on 3 -bedrooms plus an additional 100 GPD for a toilet (24.8 GPD) and sink (8.4 GPD) for use by 3 employees. An average daily wastewater flow of 550 GPD will be used. The installation will include a 1000 -gallon, two-compartment concrete septic tank with an H-20 (traffic rated) lid to serve the Equipment Barn. An effluent filter must be installed on the outlet tee. The sewer line running under any portion of the driveway must be a minimum of Schedule 40 and placed in a trench bedded with screened rock or road base. The pipe may be covered with Blue Board insulation for additional protection against freezing. Additional clean outs must be installed every 100 -feet of sewer line. Page 5 A 1000 -gallon, two-compartment concrete septic tank with an effluent filter must be installed to serve the 3 -bedroom residence. The sewer lines from the equipment barn and the residence will wye together. We recommend installation of a clean out on each of these sewer line just before the wye. Effluent will gravity flow to a distribution box, which must be accessible from grade. Flow equalizers, or similar product, must be installed on each outlet line exiting the distribution box to assure equal distribution to each trench. Four gravelless chamber trenches will be installed, each with 16 `Quick 4' Infiltrator® chambers for a total of 64 chambers and 768 square feet of infiltrative area. The STA must be staked out prior to installation to assure the 30 -foot setback from the center line of the road can be maintained. There must be at least 6 -feet of undisturbed soil between each trench. Inspection ports must be installed at both the beginning and end of each trench. Ports may be cut to grade and covered with a valve box for access. 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. 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 irritation 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 absorption area. No heavy equipment, machinery, or materials should be placed on backfilled STAs. 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 6 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. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC 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. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC 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, ALL SERVICE septic, LLC Carla Ostberg, MPH, REHS Reviewed By: MINIM Scale: Not to Scale AG eAnN FUTUR 3 -BEDROOM RESIDENCE *P1 1 EXISTING SEPTIC TANK TO BE ABANDONED DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 03/21/17 D SITE PLAN or or sod 0 TO EXISTING STA TO BE ABANDONED ALL, SfRVI�I 1' 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970,309,5259 carla@allservIceseptIc.com Crystal River Ranch Co. LLP 3808 CR 125 Garfield County, Colorado Project Number: C1277 Date: 03/21:I Designod By: Mt) Reviewed By. RHP Drawn Sy' ANG W1.0 Sheet 1 of 4 NEW 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH H-20 RATED LID AND EFFLUENT SCREEN ON OUTLET TEE 4" DIA SDR -35 SFWFR I INF WITH DOUBLE -SWEEP CLEANOUT (MIN 2% SLOPE TO TANK) 4 DIA SDR -35 SEWER LINE (MIN 1% SLOPE TO D -BOX) AG BARN Scale: Not to Scale NOTES: 1. MIN. SCH-40 PIPE UNDER DRIVEWAY 2. SEWER LINES FROM D -BOX MAY BE INSTALLED IN ONE TRENCH 3. TRENCHES MAY NEED TO BE INSTALLED WITH 3 ROWS OF 22 IF 4 ROWS WILL NO FIT WITHIN 30' ROAD EASEMENT ADDITIONAL CLEAN OUTS TO BE INSTALLED EVERY 100 -FEET OF SEWER LINE 4" DIA SDR -35 iN$PECTION PORT AT BEGINNING AND END OF EACH TRENCH 4" DIA SDR -35 SEWER LINE (MIN 1% SLOPE TO TRENCHES) DISTRIBUTION BOX WITH ACCESS AT GRADE CLEANOUT IN EACH LINE BEFORE "Y" CONNECTION MIN. 30' EASEMENT FROM CENTER LINE OF ROAD FUTURE 3 -BEDROOM RESIDENCE DRY PARK ROA❑ 4" DIA SDR -35 SEWER LINE (MIN 1% SLOPE TO D -BOX) NEW 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH EFFLUENT SCREEN 4" DIA SDR -35 SEWER LINE W/ DOUBLE -SWEEP CLEANOUT (MIN 2% SLOPE TO TANK) 0PROPOSED OWT'S to scut 'QUICK -4' CHAMBER TRENCHES. 4 ROWS OF 16 CHAMBERS = 64 CHAMBERS = 768 SF ALL. SI9VI�f' F 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Crystal River Ranch Co. LLP 3808 CR 125 Garfield County, Colorado Project Number: C1277 Date: 03/21/17 Designed 8y: CBO Reviewed 8y: RI1P Drawn By: ANG W2.0 Sheet 2 .14 INFILTRATOR END PLATE GRAVELLESS 'QUICK -4' CHAMBER (4' x 3') 13' I11 64' 16 CHAMBERS PER TRENCH r l LI f I II 4' DIA SDR -25 INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH C)STA PLAN SLIP-ON PVC CAP DO NOT GLUE INSULATED COPPER TRACER WIRE FINISHED GRADE ,■e. II MT MSG, 4" DIA SDR -35 SEWER LINE TO TANK TO HOUSE !� CLEANOUT DETAIL V Ke -re rcz 1 6' min 4" DIA SDR -35 SEWER LINE TO EACH TRENCH (MIN. 1% SLOPE TO TRENCH) 4" DIA SDR -35 EFFLUENT PIPE FROM SEPTIC TANK DISTRIBUTION BOX WITH ACCESS AT GRADE PIPES PLACED IN TOP PORT OF CHAMBER END PLATES BOX AND COVER BROUGHT TO GRADE —I CONCRETE LID FINSHED GRADE L 4' max L LIMIT OF EXCAVATION SCARIFY SURFACE 4' DIA SDR -35 INSPECTION PORT UNDISTURBED SOIL 2' min 6' min 0 STA SECTION WI' VI 0000L OUTLETS DISTRIBUTION BOX OD -50X DETAIL BAFFLE OR ANGLED PIPE TO BE USED AT INLET GRAVELLESS 'QUICK -4' CHAMBER (4' x 3') LINES TO ENTER ANC EXIT 1N TOP PORT OF CHAMBER END PLATE CHAMBER D=TAILS v" SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE A'.TAC'.- CAP OR THREADED CLEANOUT ASSEMBLY COMPACT EDU. BASE TO SUPPORT BOX USE HOLE SAW TO CUT THRU TOP OF END PLATE 4" PVC PIPE CUT TO FIT O INSPECTION PORT DETAIL 6 .erre ALL SfRVI�E' 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Crystal River Ranch Co. LLP 3808 CR 125 Garfield County, Colorado Project Number: C1277 nate; D3121f17 Cesigned By: CEO Revievred By: RHP Drawr 9y: MEG W3.0 Street 3 of 4 DESIGN 3 -BEDROOM RESIDENCE +TOILET AND SINK IN AG BARN FOR 3 EMPLOYEES/DAY (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS) + 100 GPD (BARN) WASTEWATER FLOW = 550 GALLONS TANK: 3 -BEDROOMS = MIN. 1000 -GALLONS (USE 1000 -GALLON, TWO-COMPARMENT CONCRETE SEPTIC TANK AT MAIN HOUSE) BARN (100 GPD) = 100 X 48 HOUR RETENTION TIME = MIN. 200 GALLONS USE 1000 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK AT EQUIP. BARN SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.5 GAL/ SQ FT CALCULATED STA = Q/LTAR = 550 / 0.5 = 1100 SF GRAVITY, TRENCHES = 1100 SF X 1.0 = 1100 SF CHAMBERS = 1100 SFX 0.7 = 770 SF / 12 SF / CHAMBER = 64 CHAMBERS FOUR GRAVELLESS CHAMBER TRENCHES 16'QUICK 4' CHAMBERS IN EACH TRENCH TOTAL 64 'QUICK 4' CHAMBERS — 0 — 2 — 3 w-4 Lu u_— _^5 O _ w — 6 — 7 - 8 9 10 SOIL PROFILE TEST PIT NO. 1 SOIL PROFILE TEST PIT NO. 2 DARK BROWN LOAMY TOPSOIL n MEDIUM TO DARK BROWN - SILTY CLAY LOAM 'f> 4 REDDISH BROWN SILT LOAM NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION DARK BROWN LOAMY TOPSOIL REDDISH BROWN, MOIST, SILT LOAM WITH MODERATE TO WEAK STRUCTURE GRADE (;\ SOIL LOGS Norm SCALE LEGEND pq topsoi L 'I silt i 1 loam 171 silty clay l I loam SOIL PROFILE TEST PIT NO. 3 111Mil DARK BROWN LOAMY TOPSOIL REDDISH BROWN, MOIST, SILT LOAM WITH MODERATE TC WEAK STRUCTURE GRADE ALL 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Crystal River Ranch Co. LLP 3808 CR 125 Garfield County, Colorado Project Number: C1277 : 031212i7 Designee By: CB0 Reviewed By: RHP Drawn By; ANG W4.0 Sheet 4 of 4 Item # 1000T-2CP 1000 Galion Top Seam Two Compartment Top View Section View 6011 111" 20" Clear Access • /(Big Hole Lld & Riser) 1:1 *Meets ASTM C-1227 spec Including C-1644-06 for resilient connectors Butyl Rubber Sealant Digging Specs Invert Dimensions 11' Long x T Wide inlet Outlet Length Width Height 56' below Inlet Invert 56' 53" 111" 60' 68' Het Capacity • 6000 psi concrete Inlet Side Outlet Side Total • Delivered complete with intemal piping 687 gallons 323 gallons 1,010 gallons • PVC, poly or concrete risers available • Option of pump or siphon installed Net Weight Lid Tank Total 2,620 lbs 9,380 lbs 12,000 los Water & (719) 3954164 28005 Co. Rd. 317 Wasieeilr P.O. Box 925 ITALLEY • Systems • Products Fax: (719) 3953727 Buena vlM, CO 81211 LJ PRECAST, Inc. • $eivice EE��all:room 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. 4 -in. (100 -mm) Biotube Effluent Filter 4 -in. (100 -mm) Biotube Jr. (4 -in. Biotube cartridge avail- able separately as Insert Filter) 8 -in. (200 -mm) Base Inlet Filter 4 -in. (100 -mm) Insert Filter 0 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 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." APS -FT -1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. Standard Features & Benefits • 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 Optional 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 • 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 Biotube Filtering Process 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. Orenco Systems' Incorporated Changing the ny the World Dors 17stcwater" www.orencci.com Nomenclatures 4 -in. Biotube Filter (standard) 004FT040 -❑❑ Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard Housing height: 36" and 44" are standard Filter diameter (inches) W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe Blank = 1/8" filtration P = 1/16" filtration Biotube effluent filter series 8 -in. Biotube Filter (base inlet model) FT00822-14B Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate" Base inlet model Cartridge height: 14" standard Housing height: 22" standard . Filte diameter (inches) 08 = 8" Blank = 1/8" filtration P = 1/16" filtration Biotube effluent filter series 'Also available with coupling and sleeve as a "kit": FT-OVERFLOWKIT 4 -in. Biotube Jr (includes cartridge and housing) FT J 0004 18 Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filte diameter (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Blank = 1/8" filtration P = 1/16" filtration Junior series Biotube effluent filter series 4 -in. Biotube Filter Insert (cartridge only) j FT ; 04 18 -li- For customized options (e.g_, NC indicates North Carolina regions) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Cartridge height (inches) Filter diameter (inches) Blank = 1/8" filtration P = 1/16" filtration Insert Biotube effluent filter series 4 -in. Biotube Effluent Filter Extendible PVC handle 4 -in. Biotube Jr. Stainless steel set screws Top seal plate — Air vents Biotube® filter cartridge Solid base Filter housing Tank wall p Distributed By: Item # DBox BC Concrete Distribution Box (1 inlet, 7 outlets) & Riser Top View 28" 15" -._ 121 6 4 a a `Knock Down Baffle End View Riser Section 28'I if d Section View 28" n Lid View • 6000 PSI Concrete • 7 Outlet equal flow • Slide -in Baffle • 4" Pipe penetration ports 15"----- • Connectors cast into the box • 12" Riser available 12" -- Side View End View II Weight: D -Box with Baffle - 200 lbs D -Box Lid - 75 lbs D -Box Riser -140 lbs Water &(719) 3954764 211°C15 Cao. Fid. 317 WastewaterP.0. Bac 925 WVALLEY • Systems . Products Fay: (719) 395.3727 Bc,enallleta, C081211 PRECAST, Inc.. Service Webslto: www.valleyprecastoom l : ftontdesk@valleyprecastoom THIS WEIR SHAPE IS SELF LEVELING THESE RIBS PROVIDE FRICTION FIT FOR ALL 4" PIPE ID 1.73 .09 [4.4cm] [.2 cm] 1 1.05' [2.7 cm] GEAR AND RACK PROVIDES POSITIVE ONE TIME LEVELING POLYLOK EQUALIZER PART NO. - 3049 MATERIAL - FILLED POLYPROPYLENE INFILTRATOR°" water technologies The Quick4® Plus Standard Chamber Quick4 PIusTM Series 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 turns up to 15 -degrees, right or 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. Maximum Strength Quick4 Plus Standard Cha)liilh:;;r Specifications 4. Size 34"W x 53"L x 12"H (864 mm x 1346 mm x 305 mm) Effective Length 48" (1219 mm) Louver Height 8" (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6" (15 mm), 5.3" (135 mm), 8.0" (203 mm), 12.7" (323 mm) APPROVED in Biu • Quick4 Plus Standard Chamber Benefits: • 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 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 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 Benefits: • Allows for raised invert installations • 180° directional inletting • 12" raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) 07,1,3)1 Quick4 Plus- Series Quick4 Plus Standard Chamber 34' Quick4 Plus All -in -One 12 Endcap Quick4_ R A p Ig ct iii N Lr F► Pr a. to K. i& i 48" EFFECTIVE LENGTH PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" FRONT VIEW Quick4 Plus All -in -One Periscope QUICK4 PLUS f (ALL-IN-ONEPERISCOPE f/� (36060°°SWIVEL) INFILTRATOR' water technologies •11 II� li12\:7" INVERT 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 SIDE VIEW INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap 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 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. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A. PLUS05 0713 Contact Infiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436