Loading...
HomeMy WebLinkAboutOWTS Design Report 02.15.2020CRO.,, ti la"1'I(' February 15, 2020 Dan Schirer schirer@sopris.net 33 FOUR WHEEL DRIVE ROAD CARBONDALE, CO 81 623 970.309.5259 CAR LA.OSTBERG@G MAIL. COM Subsurface Investigation and Onsite Wastewater Treatment System Design 3 Bedroom Residence + 1 Future Bedroom 531 CR 326 Garfield County, Colorado Dan, RECEIVED GARFIELD COUNTY COMMUNJTY DEVELOPMENT Project No. C1499 CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 37.7 -acre property is located outside of Silt, in an area where OWTSs and wells are necessary. Legal Description: Section: 35 Township: 6 Range: 92 A TR IN NWNW AKA PARCEL A STRODER SUB - DIV EXEMPTIO 37.3 ACRES Parcel ID: 2179-352-00-531 SITE CONDITIONS The property was previously developed with a 3 -bedroom residence. The residence is no longer present on the property. A detached garage remains. The existing OWTS that served the previous residence will be properly abandoned. Garfield County Individual Sewage Disposal System Permit 870 documents the system. The permit received final approval from Garfield County on October 1, 1980. A new, 3 -bedroom residence is proposed. The residence will be served by a private well on the property. 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). No water line will come within 25 -feet of any proposed OWTS component. A pond is present to the south of the proposed STA. The proposed STA is located greater than 50 -feet from the pond. An intermittent drainage is present to the west of the proposed STA. The proposed STA is located greater than 50 -feet from the intermittent drainage. The proposed soil treatment area (STA) location has an approximate ten percent slope to the southwest before dropping steeply toward the intermittent drainage. The landscape position of the proposed STA is Linear -Linear (LL). 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 February 14, 2020 by digging three soil profile test pit excavation (Test Pit). 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 medium brown, moist topsoil to 6 -inches, underlain by light brown sandy loam to a maximum depth explored of 5.5 -feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 and #3 were consistent with materials encountered in Test Pit #1. Maximum depth explored in Test Pit #2 and #3 was 7.0 -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 ribbon less than 1 -inch in length before breaking. Soil structure shape was blocky and consistence was friable. Soil texture was more gritty than smooth. STA sizing is based on Soil Type 2, Sandy Loam with moderate structure grade. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS. immilippppm View of Test Pit #1 'Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Test Pit #1 backfill Test Pit #2 backfill Page 3 Test Pit #3 backfill Sieved sample view of Test Pits / area staked Page 4 DESIGN SPECIFICATIONS The existing septic tank will be pumped and the top, sides, and bottom crushed and the remaining void filled with on-site soils. The existing STA will be abandoned in place. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4th bedroom) = 525 GPD LTAR = 0.6 GPD/SF 525 GPD / 0.6 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 613 SF The new OWTS design is based on 4 -bedrooms. An average daily wastewater flow of 525 GPD will be used. Page 5 For the purposes of this OWTS design, Benchmark Elevation has been established as 100' as the elevation of the sewer line exiting the residence. CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Primary Tank Inlet Invert Distribution Box 1- Infiltrative Surface Minimum Elevation Approx. 93.5' (approx. 50' distance, loss of 5' elevation, with 6" cover over septic tank lid, min. 2% fall on sewer line) Min. 92.5' (approx. 45' min. 1% fall = min. 6" + 3" inlet to outlet elevation) Min. 92' (highest trench)_ The sewer line exiting the residence must have a double -sweep clean out and a minimum 2% grade to the septic tank. Minimum Schedule 40 must be used under driveway. The system installation will include a new 1500 -gallon, 2-comaprtment Infiltrator® poly septic tank with an Orenco® Biotube effluent filter installed on the outlet tee of the septic tank. Risers must bring the manhole lids to grade. If more than 1 -foot of risers are installed, the handle of the effluent filter must be extended. Effluent will gravity flow to a distribution box, and then to four 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 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, 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 Septic Tank Biotube Effluent Filter Tank Risers and Lids MANUFACTURER Infiltrator® Orenco® Orenco® MODEL NO. COMMENTS IM-1530-2CP 1500 -gallon, 2 - compartment poly septic tank Full Size Effluent Filter and housing Double -walled PVC Risers and Lids (24" diameter) Distribution Box Valley Precast Flow Equalizers Chambers D -Box 8C ;,oncrete distribution box 3049 Equalizer 4 Flow Equalizers Infiltrator® 52 '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. (tail O h--( Carla Ostberg, MPH, RENS 4 2S 50' Scale: 1' =50c=0" MIN. 50' TO INTERMITTENT DRAINA THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OFA 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- DRAWINGS MUST BE USED IN I CONJUNCTION WITH DESIGN LETTER DATED 02/15/20 f TP 3 TP STA TP PROPERTY LINE�X .-EXISTING GARAGE \ 11 PROPOSED 3 -BEDROOM RESIDENCE 0 z 0 MIN. 50' TCt OND 0 SI TE PLAN CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg©gmail.com Schirer Residence 531 CR 326 Garfield County, Colorado Project Number. C1499 Date: 02/15/20 Designed by: CBC Drawn by: DD W1.0 Sheet 1 OF 4 N 1 0� . Scale: 1" = 20'=0" DISTRIBUTION BOX - WITH ACCESS AT GRADE 4" DIA SDR -35 SEWER LINE TO EACH TRENCH (MIN. 1% SLOPE TO TRENCH) TP 3 Y 4" DIA SDR -35 INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH 'QUICK' CHAMBER TRENCHES. 4 TRENCHES WITH 13 CHAMBERS PER TRENCH FOR A TOTAL OF 52 CHAMBERS AND 624 SF. EXISTING STA TO BE AB ANDONED I it LP T EXISTING GARAGE 4" DIA SCH-40 PVC SEWER LINE (MIN. 1% FALL TO D -BOX) 1500 -GALLON, TWO-COMPARTMENT POLY SEPTIC TANK WITH EFFLUENT SCREEN EXISTING TANK 1 BE ABANDONED ENC HMLIN100' (SEWER LINE EXISTING BUILDING) TP1 �O PROPOSED OWTS CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com F J i 4" DIA SCH-40 SEWER PIPE (UNDER DRIVEWAY) WITH DOUBLE -SWEEP CLEANOUT (MIN 2% FALL TO TANK) –- GRAVEL DRIVEWAY Il i CATTLE GA l PROPOSED 3 -BEDROOM RESIDENCE Schirer Residence 531 CR 326 Garfield County, Colorado Project Number: C1499 W Date: 02/15120 Designed by C30 Drawn by: DD W2.0 Sheet 2 OF 4 !iFILTRATPFr GRAVELLESS 'QUICK -4' END PLATE CHAMBER (4' x 3') 4 1 1 1 1 1 1 1 1 1 1 41 1 13 CHAMBERS PER TRENCH 9 1 1 1 1 I--1 1 1 1 1 I I 4' min. (recommended 6) 1 1 1 1 1 1 1 1 1 1 1 4\ 1 1 Q 4" DIA SDR -35 INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH 11 1 I I I 11, 1 1 1 1 °CHAMBER TREN H PLAN V ,o-.4 4 DLASDR-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 NOTE: SCHEDULE 40 PIPE MAYBE USED IN THE PLACE OF SDR -35, WHERE DESIRED. ATTACH CAP OR THREADED CLEANOUT ASSEMBLY SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE COMPACT SOIL BASE TO SUPPORT BOX USE HOLE SAW TO CUT THRU TOP OF END PLATE O DESTRIBUT1ON BOXY ilauf PVC PIPE CUT TO FIT FINISHED GRADE NOTE: MIN- SCHEDULE 40 SEWER LINE UNDER DRIVEWAY 4° DIA SDR -35 SEWER LINE (MIN 2% SLOPE TO TANK, MIN. 1% TO STA) SCREENED ROCK OR SAND FOR BEDDING 24" MIN. 3" MIN. 8" MIN. 0 TRENCH DETAIL 4' DIA SDR -35 INSPECTION PORT 4' max -UNDISTURBED SOIL 4' min. LIMB EXCAVATION SCARIFY SURFACE mm GRAVELLESS 'QUICK -4' CHAMBER (4' x 3') ()CHAMBER TRENCri SECTION BOX AND COVER BROUGHT TO GRADE CONCRETE LID- F1NSHED GRADE 0000 OUTLETS BAFFLE OR ANGLED PIPE TO BE USED AT INLET 0DISTRIBUTION BOH DETAIL CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com Schirer Residence 531 CR 326 Garfield County, Colorado Project Number: C1499 Dale- 02/15/20 Designed by: CBO Drawn by: DD W3.0 Sheet 3 OF 4 DESIGN 3 -BEDROOM RESIDENCE + 1 FUTURE BEDROOM (75 GPD x 2 PERSONS/BEDROOM x 3 BEDROOMS + 75 GPD 4TH BEDROOM) WASTEWATER FLOW = 525 GPD TANK MIN. 1250 GALLONS USE 1500 -GALLON, TWO-COMPARTMENT POLY SEPTIC TANK SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAL/ SF CALCULATED STA = 0/LTAR = 525 / 0 6 = 875 SF GRAVITY, TRENCHES = 875 SF X 1.0 = 875 SF CHAMBERS = 875 SF X 0.7 = 613 SF / 12 SF / CHAMBER = 51 CHAMBERS FOUR GRAVELLESS CHAMBER TRENCHES 13 'QUICK 4' CHAMBERS IN EACH TRENCH TOTAL 52 'QUICK 4' CHAMBERS LU w — 0 — 1 — 2 — 3 — 4 — 5 — - 6 — - 7 — 8 9 — 10 SOIL PROFILE TEST PIT Na 1 SOIL PROFILE TEST PIT NO. 2 6" MEDIUM BROWN, MOIST TOPSOIL LIGHT BROWN SANDY LOAM NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION CBO Inc 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com 6" MEDIUM BROWN, MOIST TOPSOIL LIGHT BROWN SANDY LOAM ()SOILS L/X SLIP-ON PVC CAA DO NOT GLUE INSULATED cosPP TRACER WIRE 4" DIA SOR-35 SEWER LINE FINISHED GRADE TO TANK TO HOUSE ()CLEAN OUT DETAIL V SOIL PROFILE TEST PIT NO. 3 6" MEDIUM BROWN, MOIST TOPSOIL LIGHT BROWN SANDY LOAM Schirer Residence 531 CR 326 Garfield County, Colorado Project Number. C1499 LEGEND pa topsoil 171 sandy I I loam Date: 02/15/20 Designed by: CBO Drawn by: DD W4.0 Sheet 4 OF 4 Item # IM-1530-2CP 1530 Gallon Two Compartment Infiltrator® Poly Tank 61.T TOP VIEW 47" FIBERGLASS SUPPORT 24" ACCESS PORT WITH LOCKING LID (3) 175.6" Tank Includes lids VRICINIfir'W•11 to- ..-" u1]/]\J 2/3 TOTAL VOL SIDE VIEW BAFFLE - WALL 19' • •BAFFLE SLOT r--nt/lt.l.II. -�. - • Compliant with CSA and IAPMO Standards • PVC risers available • Secondary safety screen available with PVC riser • Maximum burial depth is 48" • Minumum burial depth is 6" • Tank is not rated for vehicular traffic loading • Exterior of manhole cover includes the following warning: "DANGER DO NOT ENTER: POISON GASES" Digging Specs TANK TOP HALF TANK INTERIOR ALIGNI4ENT DOWEL (48) CONTINUOUS ELASTOMETRIC GASKET SEAM CLIP (86) HALF MID -HEIGHT SEAM SECTION DETAIL } 44" OUTLET TEE «— • 1/3 TOTAL VOL -H 1 711 Invert Dimensions Net Weight SEAM CLIP LIFTING STRAP — (TYPICAL) END VIEW 54.5"' 11(1 INFILTRATOR' septic tanks IN ILTRATOR SYSIDAIRC. Net Working Capacity omp. 2nd Cornp. Total 16' Long x 7' Wide Inlet Outlet ;Length ; Width Height 43" below inlet 47" 44" 1175.6" 61.7" 54.5" 501 lbs. 1006 gal al 1509 gal Water �` (719) 395'6764 28005 Co. Rd. 317 Wastsw r P.O. Baoc9Z5 VALLEY ■ Systems Fax: (719) 395-3727 Buena Villa, CO 81211 ■ Products1IVaha�www.valleypn3cast.com WW.valleypr�rst.00m ❑ PRECAST, Inc. • service Small: trontdeslc(valley stoom 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 M 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 1111 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. °N`I o Orenco Systems' Incorporated Changing the Way the World Does Wastewater www.orenco.com Nomenclatures 4 -in. Biotube Filter (standard) FT 04 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) FTE 08 22 -14 B IBase 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 Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate' Also available with coupling and sleeve as a "kit": FT-OVERFLOWKIT 4 -in. Biotube Jr. (includes cartridge and housing) FT J 04 18 7__., r Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filte diameter (inches) fi s Type 3034 outlet tee fi s Schedule 40 outlet tee W s Blank = 1 8" filtration P = 1/16" filtration Junior series Biotube effluent filter series 4 -in. Biotube Filter Insert (cartridge only) FT [ 04 18 - 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 --- Biotube° filter cartridge 000 Solid base Filter housing Distributed By: item # DBox 8C Concrete Distribution Box (1 inlet, 7 outlets) & Riser Top View - 15" I-- 12" - 14" d •a d End View k Down Baffle Section View 28" Lid View ■ • 6000 PSI Concrete • 7 Outlet equal flow • Slide -in Baffle Riser Section • 4" Pipe penetration ports 28" - 15" - • Connectors cast into the box • 12" Riser available r 12" a 4 4 Side View 2" 12" End View Weight: D -Box with Baffle - 200 lbs D -Box Lid - 75 lbs D -Box Riser -140 lbs Water &(719) 3954784 Ca Fid.317 Wastewater PO. Box925 WVALLEY • Systems •Products Fax: (719) 395-3727 Buena viers, 0081211 Q PRECAST, Inc. • Service website: www.valleyprecast.00m Email: frontdeskkvalleyprec ast.com 04.49 [11.4 cm] THIS WEIR SHAPE IS SELF LEVELING THESE RIBS PROVIDE FRICTION FIT FOR ALL 4" PIPE ID 1.73 .09 14.4 cm] 12 cm] 1.05 C2.7 cm] _ GEAR AND RACK PROVIDES POSITIVE ONE TIME LEVELING POLYLOK EQUALIZER PART NO. - 3049 MATERIAL - FILLED POLYPROPYLENE INFILTRATOR® water technologies „-I ik4 PLUS chW,T rrs}snes The Quick4® Plus Standard Chamber "-- Quick4 Plus- 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) APPROVED in 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) (11474 Quick4 PIusTM Series Quick4 Plus Standard Chamber uick4 3 elkitfaiRsrargts 34' Quick4 Plus All -in -One 12 Endcap ;II 4r y •11,i.! it, At' IF • It r to P. ■ • 17tH . if e �!i j MFR � f. -N� :I.] I �� i� I�sfi ��jj: • i�ll�j �i 'r�p:� alir o wits N. w C. tr a 48 EFFECTIVE LENGTH PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 13' FRONT VIEW Quick4 Plus All -in -One Periscope QUICK4 PLUS ALL -IN -ONE PERISCOPE (360° SWIVEL) 1411111411 12,7" INVERT 1 11 4 Business Park Road ■ P.O. Box 768 Old Saybrook, r0000 k, CT 06475 1 N F 1 LT R AT 0 R® 860577-7000 - Fax 860-577-7001 1-800-221-4436 water technologies 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 CGa►. field County Garfield County Land Explorer Garfield County, Colorado • fu 2i7927400385 217935200532 211935200314 A Garfield County Land Explorer Printed by Web User 1 inch = 752 feet 1 inch = 0.14 miles Garfield County Garfield County Colorado www.garfield-county.com Colorado Disclaimer This is a compilation of records es they appear In the Garfield County Offices affectingthe area shown. This drawbsg is to be used only For reference purposes end the County Is not responsible for any Inaccuracies herein contained. © Copyright Garfield County, Colorado 1 All Rights Reserved Printed: 2/15/2020 at 10:46:56 AM