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HomeMy WebLinkAboutOWTS Design Packet 09.06.2020CHO ,... S1:YTIC; C'(:)\StTL'I`KN(:= 33 FOUR WHEEL DRIVE ROAD CARBONDALE, CO 81 623 970.309.5259 CARLA.OSTBERG@GMAIL.COM September 6, 2020 Project No. C1546 Larry and Judy Maudlin c/o Brad Jordan bradjordanarLiliiect(c ialaiIsom Subsurface Investigation and Onsite Wastewater Treatment System Design 3-Bedroom Residence + 1 Future Bedroom TBD Rapids View Lane Lot 5, Rapids on the Colorado Garfield County, Colorado Larry and Judy, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 2.0-acre property is located outside of New Castle, in an area where OWTSs are necessary. Legal Description: Section: 4 Township: 6 Range: 91 Subdivision: RAPIDS ON THE COLORADO Lot: 5 Parcel ID: 2181-043-07-005 SITE CONDITIONS The property is currently undeveloped. A 3-bedroom residence is proposed, with the potential of adding a bedroom in the future. The residence is served by a community water system. The water tap is located to the east of the residence. The water line will not come within 25-feet of any OWTS component. The proposed soil treatment area (STA) location is relatively flat. The proposed area to the south of the residence will parallel the proposed driveway. The area must be protected from traffic with fencing, boulders, or similar structures to deter traffic. There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. Page 2 SUBSURFACE The subsurface was investigated on August 20, 2020 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.' The materials encountered in the Test Pit #1 consisted of light brown sandy loam to a maximum depth explored of 7.5-feet. Volume of rock (average 4-inches in diameter) increases with depth below 4.5-feet. Difficult digging below 6.5-feet. No bedrock or groundwater was encountered. The materials encountered in the Test Pit #2 consisted of light brown sandy loam to a maximum depth explored of 7.5-feet. Volume of rock (average 12-inches in diameter) increases with depth below 4.5- feet. Difficult digging below 6.5-feet. No bedrock or groundwater was encountered. A tactile analysis of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was moderate. The soil formed a ball and a weak ribbon less than 1-inch in length before breaking. Soil structure shape was single -grain and consistence was loose. Soil texture was more gritty than smooth. STA sizing is based on Soil Type 2, Sandy Loam with loose to moderate structure grade. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS. �: G �r...,..1. • View of property ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 sieved sample Weak ribbon Page 4 Test Pit #2 ..;! Test Pit #2 DESIGN SPECIFICATIONS ❑esign Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4th bedroom) = 525 GPD LTAR = 0.6 GPD/SF 525 GPD / 0.6 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 613 SF The 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 at grade 5505.25' (99'6") has been established as the concrete slab in the garage. The sewer line should exit the residence approximately 18" to 2-feet below the slab 98' to 97'6". 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 Primary Tank Inlet Invert Distribution Box Infiltrative Surface Minimum Elevation Approx. horizontal distance 7' / min. 2% fall to tank / min. 1.75" fall Approx. horizontal distance 30' / min. 1% fall to distribution box / min. 3.75" fall Approx. horizontal distance to farthest trench 14' / min. 1 % fall to trenches / min. 1.75" min. fall The 4-inch diameter SDR-35 sewer line exiting the residence must have a double -sweep clean out and a minimum 2% grade to the septic tank. The system installation must include a 1250-gallon, two -compartment concrete septic tank with an effluent filter on the outlet tee. Risers must bring the manhole lids to grade for access. If more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. Effluent will gravity flow to a distribution box, and then to four gravelless chamber trenches. The sewer line between the septic tank and distribution must be minimum Schedule 40 as it runs under the driveway. 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. Each trench will consist of 13 'Quick 4' Standard Plus Infiltrator® chambers for a total of 624 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. The trenches must be at least 10-feet from the property line. Adhering to minimum fall between the house and the lowest trench, we will be able to maintain an installation depth of between 2-feet and 3-feet below grade. Inspection ports must be installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. CBO Inc. must approve alternative components prior to installation of the OWTS. Requests must be submitted, in writing, to our office for approval prior to installation. Component technical data sheets are available upon request. COMPONENT MANUFACTURER MODEL NO. COMMENTS Septic Tank Valley Precast 1250T-2CP 1250-gallon, 2- compartment concrete septic tank Biotube Effluent Filter Orenco® Full Size Effluent Filter and housing Tank Risers and Lids Orenco® Double -walled PVC Risers and Lids (24" diameter) Distribution Box Valley Precast D-Box 8C Concrete distribution box Flow Equalizers 3049 Equalizer 4 Flow Equalizers Chambers Infiltrator® Standard Plus 52 'Quick 4' 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. Page 6 INSTALLATION CONTRACTOR CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. 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 0 25' 50' SCALE: 1 = 50'=0" 1 1 1 1 DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 09/06/2020 CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com 87,242.32 SQ. FT 2.00 ACRES ZONING = RURAL 10' PUBLIC UTILITY AND DRAINAGE EASEMENT PER PLAT IN RECORDING NO. 639203 & NO, 513353 - COLORADO RIVER TRAIL ACCESS EASEMENT PER RECORDING NO. 868572 & NO. 868573 EDGE 0 ' WATER FND 217' W8TNES CORNER WITH %" REBAR WITH 1 y" RED' ALUMINUM CAP PLS 13501 10' UTILITY SETBACK PROPERTY LIN NOT A PART LOT 4' 0 200' WITNESS CORNER WITH X" REBAR WITH 1 W' RED PLASTIC CAP PLS 27613 TOY OF BANK I7 240' WITNESS CORNER WITH 3‘" REBAR WITH 1 y" RED PLASTIC CAP PLS 33638 BUILDING ENVaOP8 PER PLAT IHRECOR NO. 639203 & NO.51,1353 FND i9" REBAR WIT! L srRR.r!Auncr RmA CAP PLS 13501 THE LOCATION OF EXISTING AND 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 IMPROVEMENTS LOCATIONS ARE ACCURATE. PROPERTY LINES AND SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALED FOR PRINTING ON 11" X 17" PAPER. SITE PLAN Mauldin Residence Lot 5, Rapids on the Colorado Garfield County, Colorado Project Number: C1546 NOT A PART N 3-BEDROOM + 1 FUTURE BEDROOM RESIDENCE A 5i) FND 3(," REBAR WITH X" RED PLASTIC CAP PLS 27613 Date: 09/06/20 Designed by: CBO Drawn by: DD W1.0 Sheet 1 OF 4 vo 4'1117o 4b 4" DIA SDR-35 SEWER PIPE WITH CLEANOUT MIN 2% FALL TO TANK BOTTOM OF BANK FUTURE METAL BUILDING 1250-GALLON, TWO -COMPARTMENT SEPTIC TANK WITH EFFLUENT SCREEN -7// N 0 10' 20' SCALE: 1" = 20'-0" BUILDING ENVELOP PER PLAT IN RECORDI G NO. 639203 & NO. 51335 / / 5505 TP2 \ 4 r 10' PUBLIC UTILITY AND DRAINAGE EASEMENT 4" DIA SDR-35 INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH ■ 44 ■ / / 5505 / 3 / / u t 2 5505 4. NN 3-BEDROOM + 1 FUTURE BEDROOM RESIDENCE Y / ;s[ucwnLK7 5' MIN .■■ .■■ FUTURE DRIVE 140404 4" DIA SDR-35 SEWER LINE TO EACH TRENCH (MIN. 1% SLOPE TO TRENCH) NOT A PART PROPOSED OWTS ` z0 20' MIN ■�■ 54.5� � ■ / ****% 'QUICK-4' CHAMBER TRENCHES. 4 TRENCHES WITH 13 CHAMBERS PER TRENCH FOR A TOTAL OF 52 CHAMBERS AND 624 SF. PROPERTY LINE 5504 5509 \ / / -sox) / 5503 USE 4" DIAM SCHED 40 SEWER LINE UNDER DRIVEWAY SEWER LINE 4" DIA SDR-35 PVC (MIN. 1% FALL TO D 5505 DISTRIBUTION BOX WITH ACCESS AT GRADE / TP 1 / 4 / / 5509 WATER TAP 7 CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com Mauldin Residence Lot 5, Rapids on the Colorado Garfield County, Colorado Project Number: C1546 Date: 09/06/20 Designed by: CBO Drawn by: DD W2.0 Sheet 2 OF 4 COMPACT SOIL BASE TO SUPPORT BOX USE HOLE SAW TO CUT THRU TOP OF END PLATE INFILTRATOR END PLATE ii GRAVELLESS 'QUICK-4' CHAMBER (4' x 3') 52 13 CHAMBERS PER TRENCH G 4' min 4" DIA SDR-35 INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH 0 INSPECTION PORT CHAMBER TRENCHo PLANse SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE ATTACH CAP OR THREADED CLEANOUT ASSEMBLY 4" PVC PIPE CUT TO FIT FINISHED GRADE 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 4" DIA SDR-35 SEWER LINE (MIN 2% SLOPE TO TANK, MIN. 1% TO STA) USE SCHED-40 UNDER DRIVEWAY SCREENED ROCK OR SAND FOR BEDDING BACKFILL I I IIL� I I=1''II I 24" MIN. 3" MIN. 8" MIN.--� ()TRENCH DETAIL �J Noi io StALF MAINTAIN SHALLOW INSTALLATION MAX 2' -3' PREFERABLE 4' max L LIMIT OF EXCAVATION SCARIFY SURFACE 4" DIA SDR-35 INSPECTION PORT GRAVELLESS 'QUICK-4' CHAMBER (4' x 3') CHAMBER TRENCH SECTION BOX AND COVER BROUGHT TO GRADE CONCRETE LID FINSHED GRADE 0000 OUTLETS BAFFLE OR ANGLED PIPE TO BE USED AT INLET DISTRIBUTION BOX o DETAIL we CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com Mauldin Residence Lot 5, Rapids on the Colorado Garfield County, Colorado Project Number: C1546 Date: 09/06/20 Designed by: CBO Drawn by: DD W3.0 Sheet 3 OF 4 DESIGN 4-BEDROOM RESIDENCE 75 GPD x 2 PERSONS/BEDROOM x 3 BEDROOMS + 1 FUTURE BEDROOM (75 GPD) WASTEWATER FLOW = 525 GPD TANK: MIN. 1250 GALLONS USE1250-GALLON, TWO -COMPARTMENT CONCRETE SEPTIC TANK SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAL/ SF CALCULATED STA = Q/LTAR = 525 / 0.6 = 875 SF GRAVITY, TRENCHES = 875 SF X 1.0 = 875 SF CHAMBERS = 875 SF X 0.7 = 612,5 SF / 12 SF / CHAMBER = 51 CHAMBERS FOUR GRAVELLESS CHAMBER TRENCHES 13 'QUICK 4' CHAMBERS IN EACH TRENCH TOTAL 52 'QUICK 4' CHAMBERS SLIP-ON PVC CAP DO NOT GLUE INSULATED COPPER TRACER WIRE 4" DIA SDR-35 SEWER LINE TO TANK FINISHED GRADE TO HOUSE, CLEAN OUT DETAIL 1 NOT ID .eALr w w w 1- a w 0 — 0 — 1 — 2 — 3 — 4 — 5 — 6 7 8 9 — 10 OWTS COMPONENTS AND PHYSICAL FEATURES MINIMUM REQUIRED SETBACK APPROXIMATE PROPOSED SETBACK HOUSE TO SEPTIC TANK 5' 5' SEPTIC TANK TO WELL 50' N/A STA TO PROPERTY LINE 10' 10' STA TO HOUSE 20' 20' STA TO WATER LINE 25' 50' STA TO WATER COURSE 50' > 350' SOIL PROFILE TEST PIT NO. 1 LIGHT BROWN SANDY LOAM LIGHT BROWN SANDY LOAM WITH INCREASING ROCK CONTENT WITH DEPTH (AVE. 4" DIAMETER, LESS THAN 35%) NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION LEGEND IInsandy �� loam SOIL PROFILE TEST PIT NO. 2 C)SQI LS LOG LIGHT BROWN SANDY LOAM LIGHT BROWN SANDY LOAM WITH INCREASING ROCK CONTENT WITH DEPTH (AVE. 1' DIAMETER, LESS THAN 35%) NOS TO SCALE ( •HO 4+E 1+11 El 4-41,:t1'1 -. CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com Mauldin Residence Lot 5, Rapids on the Colorado Garfield County, Colorado Project Number: C1546 Date: 09/06/20 Designed by: CBO Drawn by: DD W4.0 Sheet 4 OF 4 Item # 1250T-2CP 1250 Gallon Top Seam - 2CP DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 56.25 ft2 • fc ® 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be bnrkfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 2'-0" 1'-0" 3'-0" 2' — 0" 3' — 0" 3'-0" 4'-0" DRY 4' — 0" Digging Specs Invert Dimensions 135" Top View 6 )" vftisers to Grade utyl Rubber Sealant Section View Net Capacity Net Weight 13' Long x 7' Wide Inlet Outlet Length Width Height Inlet Side Outlet Total Lid Tank Total 56" below inlet 56" 53" 135" 60" 68" 843 gal 416 gal 1259 gal 3120 Ibs 10880 lbs 14000 Ibs 7VALLEY PRECAST, Inc. Buena Vista, Colorado Phone: 719-395-6754 Fax: 719-395-3727 Website: www.valleyprecastcom Email: frontdesk@valleyprecastcom 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 9 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 wwworenco.com and click on "Distributor Locator." 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. Ca Orenco Systems® Incorporated Changiv die Wriy ibe World Do's Ik'kurrunter' APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. www.orenco.com Nomenclatures 4-in. Biotube Filter (standard) FT❑ ❑ 0400-00 I 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) FT 08 22 -14 B I —I 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 Filter 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 ❑ [ 04 18 Options: Blank = no options M = flow modulation plate instated A = float bracket attached Cartridge height (inches) Filte diameter (inches) W = fi s Type 3034 outlet tee S = fits Schedule 40 outlet tee Blank = 1/8" titration P = 1/16" filtration Junior series Biotube effluent filter series 4-in. Biotube Filter Insert (cartridge only) FT [0418-❑- Y 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) Filte diameter (Inches) Blank = 1/8" filtration P = 1/16" titration Insert Biotube effluent filter series 4-in. Biotube Effluent Filter Extendible PVC handle Stainless steel set screws • Top seal plate Air vents - Biotube® filter cartridge Solid base 4-in. Biotube Jr. as —3 n� 1.I -- Riser '3 wall Filter housing Distributed By: Tank wall Double Walled PVC Riser & Lid Options Poly Lid (Static load tested to 5000 Ibs) • Skid resistance surface • Available in green • Highest level of UV Protection included • Includes a foam gasket for airtight and watertight applications fiL,A-,.,,-,./; ,,�, ,FIN./AI • Includes square drive screws to discourage unauthorized entry 2" of Insulation • Insulation panels achieve R-10 insulation rating Standard 3 C 3 Orenco ® DuraFibern, Access Lids (FLD) Not recommended for vehicular traffic 24" and 30" Diameters • Solid, resin -infused fiberglass construction • 20,000-Ib breaking strength • Standard green or brown colors • Available with or without urethane lid gasket • Available with carbon filtration • 4 stainless steel flathead socket cap screws & hex key wrench • Insulated lids available - 2" or 4" Double Walled PVC Riser • Available in 24" and 30" Diameter • Cut to length • Sold in +/- 2" increments • Must be cut between ribs Water 8` Wastewater P.O. Boa925 (719) 395�784 28005 CO• �• 317 • VoVALLEY • Products Fax: (719) 395-3727 Buena , CO81211 [7 PRECAST Inc. • service Webslte: www.valleyprecastcom Email: frontdesk©valleyprecastcom Item # DBox BC Concrete Distribution Box (1 inlet, 7 outlets) & Riser 4 Top View End View Riser Section 28" • d •d 4 4 .4 4• . 4• Side View nock Down Baffle -15" 2" 12"-- End View Section View - 28"- Lid View • 6000 PSI Concrete • 7 Outlet equal flow • Slide -in Baffle • 4" Pipe penetration ports • Connectors cast into the box • 12" Riser available Weight: D-Box with Baffle - 200 Ibs D-Box Lid - 75 Ibs D-Box Riser -140 Ibs Water & Wastewater • Systems ❑ VALLEY • Products ❑ PRECAST, Inc. • service (719) 395.6764 28005 Co. Rd. 317 P.O. Box925 BueFax: (719) 395-3727 �Vista81211 Webslto: www.valleyprecastcom Email: frontdeskkvalleyprecastcom THIS WEIR SHAPE IS SELF LEVELING THESE RIBS PROVIDE FRICTION FIT FOR ALL 4" PIPE ID 1.73 .09 C4.4cm] C.2cm] 1t, 1.05t C 2.7 cm GEAR AND RACK PROVIDES POSITIVE ONE TIME LEVELING POLYLOK EQUALIZER PART NO. - 3049 MATERIAL - FILLED POLYPROPYLENE INFILTRATOR® water technoloaies Quick4. `` The 0uick4® 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 Chamber Specifications 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) 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 Ibs/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(Aj1O) Officials (IAPM0) APPROVED in Quick4 PIusTM Series Anc Quick4 Plus Standard Chamber Quick4 Plus All -in -One 12 Endcap 12" MI r n 10 ►ak.'i r Ir n I. 7r ^I iliFA al Ural FA la FA L.1 FA ill Iel A Ala, k a a, = m, 48" EFFECTIVE LENGTH 33" PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) FRONT VIEW Quick4 Plus All -in -One Periscope INFILTRATOR' QUICK4 PLUS ALL -IN -ONE PERISCOPE (360° SWIVEL) j i" r•1 +• 2 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