Loading...
HomeMy WebLinkAboutOWTS Design Packet 05.04.202033 FOUR WHEEL DRIVE ROAD CARBONDALE, CO 81 623 970.309.5259 CARLA.OSTBERG@GMAI L. COM til?Y'1'I(' ('(>N 4I II'INC: May 4, 2020 Kris Shannon kristin shannon@ymail.com Subsurface Investigation and Onsite Wastewater Treatment System Design 2-Bedroom Accessory Dwelling Unit (ADU) 6000 CR 115 (Red Canyon Road) Garfield County, Colorado Kris, Project No. C1524 CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 30.445-acre property is located outside of Glenwood Springs, in an area where OWTSs and wells are necessary. Legal Description: Section: 28 Township: 6 Range: 88 A PCL IN LOT 15 AND THE SE4 OF SEC. 28 AKA LOT 1 SIMMONS (ARNOVE) EXEMPTION. Parcel ID: 2187-283-00-123 SITE CONDITIONS A 3-bedroom, single-family main residence presently exists on the property. It is served by an existing OWTS. We were unable to locate files on this system through Garfield County. The residence and OWTS are separate from this proposed design. An accessory dwelling unit (ADU) was permitted and constructed, along with the issuance of Permit SEPT-09-18-5498. This design will accompany the issued permit and the system will serve the 2-bedroom ADU. A private well exists on the property. The well is located approximately 90-feet west of the main residence. The well is located greater than 50-feet from the proposed septic tank and greater than 100- feet from the proposed soil treatment area (STA). Well Page 2 The water line connecting the well to the ADU has been installed and will not come within 10-feet of the proposed septic tank or 25-feet of the proposed STA. The water line and sewer line must be separated by at least 10-feet. The proposed STA location has an approximate 5-10 percent slope to the south. The area is covered with native grasses and sage. 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. Some physical features, including the well, were not provided to us on a scaled site plan. We took measurements on site and estimated locations to the best of our ability. Our site plan does not constitute a survey. SUBSURFACE The subsurface was investigated on May 1, 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 Test Pit #1 consisted of dark brown clayey topsoil to 3.0-feet, underlain by light brown to tan calcareous clay matrix to a maximum depth explored of 5.0-feet. Digging became more difficult with depth and density of the matrix. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 consisted of dark brown clayey topsoil to 3.0-feet, underlain by light brown to tan calcareous clay matrix to a maximum depth explored of 6.5-feet. Digging became more difficult with depth and density of the matrix. No bedrock or groundwater was encountered. A tactile analysis of the soils was taken from Test Pit #1 at 3-feet below grade. 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 extremely firm. Soil texture was more gritty than smooth. While soil structure grade appeared moderate, density increased with depth. STA sizing is based on Soil Type 2 to 2A. A long term acceptance rate (LTAR) of 0.5 gallons per square foot will be used to design the OWTS. ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Test Pit #1 Page 4 Test Pit #2 backfill DESIGN SPECIFICATIONS Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 2 Bedrooms = 300 GPD LTAR = 0.5 GPD/SF 300 GPD / 0.5 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 420 SF The new OWTS design is based on 2-bedrooms. An average daily wastewater flow of 300 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation of the sewer line existing the residence has been established as 100' (2-feet below grade). The ground surface slopes away from the ADU, allowing for gravity flow of effluent. 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 Primary Tank Inlet Invert Approx. 45' pipe distance (min. 2% fall / min. 11.25" drop) Distribution Box Approx. 125' pipe distance (min. 1 % fall / min. 15.7" drop) Infiltrative Surface Approx. 10' pipe distance (min. 1% fall / min. 1.25" drop) 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 1000-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 three gravelless chamber trenches. The distribution box must be accessible from grade and must have flow equalizers, or similar product, installed on each outlet pipe in the distribution box to assure equal flow to each bed. Each trench will consist of 12 `Quick 4' Standard Plus Infiltrator® chambers for a total of 432 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench, although we recommend at least 6-feet. Inspection ports must be installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. CBO Inc. must approve alternative components prior to installation of the OWTS. Requests must be submitted, in writing, to our office for approval prior to installation. Component technical data sheets are available upon request. COMPONENT MANUFACTURER MODEL NO. COMMENTS Septic Tank Infiltrator® IM-1000-2CP 1000-gallon, 2- compartment poly 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 3 Flow Equalizers Chambers Infiltrator® 36 `Quick 4' Plus Standard 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. oaiti, Co_ Ov-ivA8 Carla Ostberg, MPH, REHS r C) m0 z me m0 0 z cn om m cn z NI a3S11 38 1Sf1W SONIMVHd D z m X zz 0 • _W-a-1 - >Om O • wm� z w z m 1 - 0 w c r z 1 'rn 03 O VJ > • 00c mzm� Xi m0 m 00m -0 0c c 5Dm �!Tir O - n • O z • m zz0 z D > z r z 0 mo o cn „m O_1 • W D 0 11 '31VWIXOiddV 3HV SNOLLV0O1 3HI Al Ocl( lid V 301lf1S32i 3H1 ION 32i`d NMOHS 43SOdOHd aNV ONIISIX3 3O NOIIVOO1 3H1 L ,0-,09 = „ 6 :31y3S Z N 06°47'34' W O m r z m )1OV9I3S 5Z woo iiew6@76jeq;so eiaeo -Dv wn co o o O co nc p of - m 0 m - 0 (0 CD o 33 CO N w 17Z91.O :JagwnN 1oafoad a) O �I O CD O Q0 CD O 0 Q C) o = (/) 7 v v CD o Q CD 0 73 0 0 v < � v a Q- corm o-Cr O 0 .< `.< - D7:1n co W 0 b 30 Z �aagS N O (J) z 0 O!' r _1 r � O z 0 0 0 zm 0 c c TV O f71 0) v J O r / / / / ` / O / // /Cil / / \ 1 / / / / / / / / ,\isf / / / '��' , , / // // c z z TO o) N om 7:10 mo z 0 -< N D o � D 0 xl I- CO / 0 / Om coD < / -173 0M ci) m m m i / , 30 _ r r C) / z z m / m m m z / 0 71 c z-I / O D 0 c Z 0 0 0 cn co- O01 mm Om —17] zm z C) m _-1 0 m D 0 2 30 m z O 01 zo 1D mo 0cn mo -n G) —I�c�n �m Z O O< 0 C) CO M = O xm mn 30 m0 -n� c- mD 0m nz m m z m N „0-.OZ = „4 :31dJS 0 0 0 N� z ropip-, r . 5 I :_ 'Lit 0 0 O O 0 0 O O 0 0 00 N c) tzgi3O :.JegwnN pefoad e3uepiseJ uouuegS O 0 0 CO < (n Q0 Q- cn p<'< O o WW 0 17 JO C Toot -IS 1Id134 HON32i1 w z moc WW0 ZC(n 0>0 o 1 m X 0� m DSO- 00 1 m O 1 m0D - 0 -0< 0 r O m0 -1 03 0 (n K � 077X Zz0 cn zzm o Via) omv 0r0 _1 -0 01 o m 0 33 DOM D 73 Z r_ 7 Z W z 0 OD C 0 z 0 0 x 0 m D ✓ m z m z C 2 m 0 0 D 0 m T_ Z m 0 0 D 0 m c C 1 r® m 0) 0 Al8W3SSV 1l0Nv3l0 an 31313N00 a3ab321H1210 db0 H3VIIV < Co Q m00 Co _ 0 Tj X xj >0 O -1 0 z m 13A00 2A1VA llVVIS Z p A 01D m> (n >wA m cn 1 Z z Z7 Z Zzm - - O z — - 00 33vAifS AJ VOS DD < Co m mr c Am C aCO 0 x T w O c av o 0111 N011O3S HON3ZIl 8381WHO rn 3 5 ON32i1 213d S2138WYH0 Z Do n(7) m 1 co„- c �0 0z IW 000 2 mA m T 0 - - C )7, 0 m (n D1m z -w -a m m 0 mz Z 0 r -13 m0 1^ r A x�z mzm0 Z • D xo 00 0 m T1 0nco m2 1 U) m Ozm 2 A X� 120ZZ 0- OOD00 0 0 > 1 0 < O f-v O N D m � „ xi-iii-llli='� O zmm� 2 z \- pmOZW ri0(-)=m Z_1D mvm) mD 0 DJ 5' X f \ pit 6. ,, b/ . � 9 e-Dow° m = _ co co E§J-nO -(Q - 0 //\/ • @k/L 3 IV E±E% \ -• / q� J :JegwnN joafoad k _ \ 0 / 0 _ k 0 CD Cl) CD n CD 17 dO 14aa4S b DEPTH - FEET 0 | 1| 1| 1| 1| 1| 1| 1| 1| 1| (0 = w = a a u Oz co 0 Z0 x/ \m zO \ 0 0 m § 0 z \ m 0 21 6- -0 e ; § 0 )))/////)/ 1IOSdOl A1W10 NMOi8 )IHVC : 11111111 1IOSd01 A3AV10 NMO2J8 > JVC ¥%¥poor@ c-1 �" o I=3J>00 @2> >a63 /-m!-c•\ 00 Z /\v %\$\->mm // /�§ k\//�§K) >> m-o \$§S\\/Z 00 r§m 4,Im2i>mw .z z r2@ nq%$q"j\ ®® \zm §f}/\\/� / 0mm mm2/Ef,\ 0 c§ }\qA\\\> - o/ Ixok=m > o2 e�/J/9 - x =m_6o¥ 2 e \fcn\/- m m I$$ocii e 0 2--\/g o w in 0 xi 0 > �> X k 2 m m „ m \ \ z m @ \ 0 z I• 'ON lld 1531 31IdO2id BIOS Z 'ON lld 1S3131IdOHd BIOS 0 > z 0 0 m §> 7n 0. \ Rj m Legend •••• - • V. •••., ••••••• "•••4 1...*411 ••• 4 • • • • Untitled Map Write a description for your map. , • • I • .••• -." • •• • -4 • 4. .1 • • • -- • ••• • ' • -• • "°. •n• 11..• Z.... ** l• . i Ili r 4 • it • . ' 1. 1. .. ‘,..: ..' 40',3 g to % • • ,„*.• . .-' 1..1 • • • - • ..,.,10‘,"ta •4 it it .... I' , * 47.' ' . r . - , i. . • ‘• • . . ,-s,w '-:41"6,%,114.0 . '.'t'-4,',•,.,4•A..A.,?)r 0•.•4-.•.*•,, ‘ ,t4 aa;•.„, ,l_• ik- !k•-i ' 4•.,....• R -,s•-e.6,"l . .••.•'. .„y•r....1,16 .f. I•. ' •.,, I* ,. ••.•.-•, '.•V•. - ' '"• , \-...?°.. • * ';.l‘.•..i...o*v•.. .-,.%• ;r-1••'"'V•'-•..• tN1,.i ,..-vii.•l.b: • .4•0: re. *-.- •..0.•-•'.4.1.1•.i.l‘ l4 7yt.a, v •d •.r. 1r,-•!• -.•.., .'..•..' •l:o.•.A• 0.,u' ..r-4. ••,„.1.I-"-1.'.PV. . fr6,„,,446It•4 .•- . ••Z'•. •s ...." -. • • • - ..-..\.'';.' ... v. . . •• .t. , Ab.,...1.' • •• • • ti• Nil • 41. • ir• pt. • , -1/4 •••••• a ••, • . - 2, • •: • • ••-•tts• • • . . . -,••• • . -• •• • .1 • 4. • 1.11;41' • ••-•-.0.. ••• - . . .07/ • • a -• • • •; - • .• • ..• • i• • - • ,. • .14: II.' ft • •• " • •.. • ^.• 'jet'. • • • a . a `x... • • 4 . • .1. fitio # ro • " •. - • .„.:* 1* . .• . •. • • • • • • • • • • • • • ' -•_14' • ' 11. Irg • 1,0 .111, s ••• ‘rge • .1vov. .3114. • • Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone (970) 945-8212 P '4MIT KEEP AVAILABLE AT PROJECT SITE Septic - New Permit Type p Work Classification New PERMIT # SEPT-09-18-5498 Issue Date 10/26/2018 Expiration Date 4/24/2019 Project Address 6000 CR 115 Parcel No. 218728300123 Subdivision Simmons Exemption Lot 1 Section -Township -Range 28-06-88 Owner Name Kristin Knight Shannon Owner Phone 919-345-5153 Owner Mailing Address 6000 CR 115, Glenwood Springs, CO 81601 Contractor(s) OWNER Contractor Phone new OWTS for ADU - Work Description: 2 BR Valuation Square Feet IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION. PLEASE NOTE: Final inspection of the work authorized by this permit is required. A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. A Building Permit becomes null and void if the authorized work is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. Item # 1000T-2CP 1000 Gallon Top Seam Two Compartment Top View Flexibl Boot Section View 11 111" (Big Hole Lid 8i Riser) ° n° • —T 1-7 53" 4" • d9 • *Meets ASTM C-1227 spec including C-1644-06 for resilient connectors • 6000 psi concrete • Delivered complete with internal piping • PVC, poly or concrete risers available • Option of pump or siphon installed 106" utyl Rubber Sealant Digging Specs I Invert Dimensions 11' Long x 7' Wide Inlet Outlet Length Width Height 56" below inlet invert 56" 53" 111" 60" 68" Net Capacity Inlet Side Outlet Side Total 687 gallons 323 gallons 1,010 gallons Net Weight Lid Tank Total 2,620 Ibs 9,380 Ibe 12,000 Ibs Water &(719) 395-6764 28005 Co. Rd. 317 Wastewater P.O. Box925 • Systems Fax: (719) 39r3727 BuenaVista, co 8121 NOVALLEY Products PRECAST, Inc. • Service Websile' www.valleyprecastcom Email: frontdeskkvalleyprecastcom 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) 4-in. (100-mm) Base Inlet Filter 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 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. Cal Orenco Systems" I ncorporated Changing the Way the World Does Wastewater° www.orenco.com W= s= Nomenclatures 4-in. Biotube Filter (standard) FT 04 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 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 04 18 Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filte diameter (inches) fits Type 3034 outlet tee 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) FTi 0418- 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" 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 Biotubefilter cartridge )000( Solid base — Riser a wall Filter housing Tank wall / Distributed By: 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 Includes square drive screws to discourage unauthorized entry Insulation panels achieve R-10 insulation rating • • c' C C) 2) C Double Walled PVC Riser 41 I\ / N /I-n /1-wl I\ 4 2" of Insulation Standard Orenco ® DuraFiber'" 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" • Available in 24" and 30" Diameter • Cut to length • Sold in +/- 2" increments • Must be cut between ribs V!c!VALLEY � PRECAST, & Wastewater • Systems • Products PRECAST, Inc. • Service (719) 395�764 28005 Co. Rd. 317 P.O. Boc925 Fax: (719) 395-3727 Buena Yam' CO 81211 Webslte: www.valleyprecastcom Email: frontdesk©valleyprecastcom Item # DBox 8C Concrete Distribution Box (1 inlet, 7 outlets) & Riser 1 1 15" Top View - 28" I 4 1 0 15" 12" 4 4 4 4 4 End View 0 r Riser Section nock Down Baffle 28" - 15" II b 4 4 4 4 4 4 4 ° 4 4 4 4 d 4 el Side View 4 II 12" End View Section View 28" 25" -� 14" ° ❑00 5" 1 I 28" 4 \1v' Lid View II • 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 lbs D-Box Lid - 75 lbs D-Box Riser -140 Ibs Water & (719) 395.6764 28005 Rd. 317 Wastewater P.O. Boot 925 NOVALLEY • Pucts Fax: (719) 395-3727 &v'�81211 PRECAST, Inc. • Service Website: www.valleyprecast.00m Email: frontdesk©valleyprecast.00m THIS WEIR SHAPE IS SELF LEVELING THESE RIBS PROVIDE FRICTION FIT FOR ALL 4" PIPE ID 1.73 [4.4 cm .09 -.2cm- i1 1.05 12.7 cm GEAR AND RACK PROVIDES POSITIVE ONE TIME LEVELING POLYLOK EQUALIZER PART NO. - 3049 MATERIAL - FILLED POLYPROPYLENE INFILTRATOR' water technologies Quick4 Plusu 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 Connectiono 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 340VV x 530L x 120H (864 mm x 1346 mm x 305 mm) Effective Length 480 (1219 mm) Louver Height 80 (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.60 (15 mm), 5.30 (135 mm), 8.00 (203 mm), 12.70 (323 mm) Quick4PLUS CHAMBER SYSTEMS The Quick4® Plus Standard Chamber 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 120 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 APPROVED in Quick4 Plus All -in -One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 120 raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical i R� Officials (IAPM0) (�J uic ' use erles Quick4 Plus Standard Chamber 0111ck47s CHAMBER SYSTEMS Quick4 Plus All -in -One 12 Endcap EFFECTIVE LENGTH 33" PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) FRONT VIEW Quick4 Plus All -in -One Periscope 13" QUICK4 PLUS ALL -IN -ONE PERISCOPE /.1/ (360° SWIVEL) INFILTRATOR° water technologies 12.7" INVERT 9" 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 (ClUnits0), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltratorl instructions, is warranted to the original purchaser (I1Holderf) 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. Infiltratorl 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[ 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 Infiltrator0u 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 TechnologiesoTechnical Services Department for assistance at 1-800-221-4436