Loading...
HomeMy WebLinkAboutOWTS Design Report 01.28.2019ALL SERYICE^ 33 Four Wheel Drive Rd Carbondale, Co 81623 970-309-5259 January 28, 2019 Max Filiss max@dividecreekbuilders.com Subsurface Investigation and Onsite Wastewater Treatment System Design 4 -Bedroom Cabin Cabin 2 Parcel 398 CR 136 Garfield County, Colorado Max, Project No. C1429 -B ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject cabin. A 4 -bedroom cabin is currently developed on Cabin Parcel 2 (Parcel ID 2123-122-00-002). The 35.01 -acre property is located outside of New Castle, in an area where OVVTSs and wells are necessary. SITE CONDITIONS A 4 -bedroom cabin presently exists on Cabin Parcel 2. The system serving the 4 -bedroom cabin appears to be a cinder block cesspool with no access from grade. We ran a camera through this line. The inlet to the cesspool appears to be approximately 6 -feet below grade. The cabin is served potable water by a private well located approximately 67' northwest of the cabin. The proposed septic tank will be greater than 50 -feet from the well and the proposed soil treatment area (STA) will be greater than 100 -feet from the well. Canyon Creek runs to the east of the cabin. All OWTS components will be at least 50 -feet from Canyon Creek. All OWTS components will be located at least 50 -feet from any water way. The proposed STA will be in a clearing between mature trees, to the south of the cabin. The proposed STA slopes at approximately 5% to the south and east. We have proposed breaking out the STA into separate beds, so they can be stepped down and minimize the variable cover from the front of the bed to the back of the bed. SUBSURFACE The subsurface was investigated on January 16, 2019 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 dark brown sandy loam topsoil to 4.0 -feet, underlain by medium brown sandy loam to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. We encountered a pipe and gravel STA at approximately 3 -feet, 10 - inches below grade. The STA was dry with no contaminated material in the area of the Test Pit. It is ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 believed that this STA served a cabin that has since been removed from the property. The materials encountered in Test Pit #2 were consistent with those encountered in Test Pit #1. Test Pit #2 was excavated to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. A piezometer was placed in Test Pit #2 to monitor for groundwater in the spring. A tactile analysis of the soils was taken from Test Pit #1 at 2 -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 granular and consistence was loose to friable. Soil texture was more gritty than smooth. The sample taken below 4 -feet had slightly more rock content, but less than 35% volume. 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 single -grain and consistence was loose to 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 STA, in accordance with Table 10-1 presented in the Garfield County On -Site Wastewater Treatment System Regulations. Drywell north of residence beginning of Test Pit #1 Existing pipe and gravel encountered 3'10" below grade Approx.. 4' below grade some rock below 4 -feet Page 3 Backfill from Test Pit #1 Sieved sample of topsoil soils below 4 -feet in backfill pile Page 4 Test Pit #2 Backfill from Test Pit #2 Depth of Test Pit #2 Page 5 DESIGN SPECIFICATIONS The existing OWTSs serving the cabins must be properly abandoned. The existing cinder block cesspool serving the 4 -bedroom cabin just be filled with onsite materials. Design Calculation 4 -bedroom Cabin = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD = 525 GPD LTAR = 0.6 GPD/SF 525 GPD / 0.6 GPD/SF x 1.2 (gravity bed) x 0.7 (chambers) = 735 SF The new OWTS design is based on 4 -bedrooms. An average daily wastewater flow of 525 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation at the 4-bedrom cabin has been established as 100' at the elevation of the existing sewer line exiting the residence, which is 3 -feet below grade. ALL SERVICE septic, LLC should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Minimum Elevation Primary Tank Inlet Invert (4 -bedroom cabin) 99' (keep tank close to foundation of cabin) Distribution box Min. 98' Infiltrative Surface Min. 97.5' The 4 -inch diameter Schedule -40 sewer line exiting the residence must have a double -sweep clean out and a minimum 2% grade to the septic tank. We recommend Schedule -40 under the driveway. The system installation must include a 1250 -gallon, two-compartment concrete Valley Precast septic tank with a traffic rated lid and an Orenco@ Biotube 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. We also recommend cast iron manhole lids as the area is subject to traffic. Effluent will gravity flow to a distribution box, and then to two gravelless chamber beds. 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 bed will consist of a level manifold and four rows of 8 'Quick 4' Standard Plus Infiltrator@ chambers for a total of 64 chambers and 768 square feet of infiltrative area. Inspection ports must be installed in all four corners of the bed. Ports may be cut to grade and placed in sprinkler boxes for access. The infiltrative area must be at least 2 -feet below grade and must not exceed 4 -feet below grade. There must be at least 6 -feet of undisturbed soil between each bed. Fill over chambers must be 3 -inch minus and be able to support vegetative growth. The beds should be placed in the existing clearing in order to maintain the mature trees along the perimeter of the clearing. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with Page 6 successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3 -inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, ALL SERVICE septic, LLC Carla Ostberg, MPH, REHS Page 7 0' 87.5' 175' Scale: 1" = 175'-0" DRAWINGS MUST BE USED IN CONJUNCTION WITH OWTS DESIGN LETTER DATED 01/29/19 r S86'54'32'W 1429.93' Capin2 Parcel 35.0 acres N90°00'00"E 823.80' Exist. well \1 (Well permit 290130 ) PROPERTY LINE (7, SITE PLAN Ca In MIN.I e�- O 4 -BEDROOM CABIN (CABIN 2) ITO TANK + MIN. 50' SETBACK 100' MIN II ' TO CREEK I TO STA VI:rp., PROPERTY LINE ' �_ _i► 7P2/II 1 cn•rni BENCHMARK ELEVATION = (AT SEWER OUTLET) 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Inyanga Ranch Cabin 2 Parcel 398 CR 136 Garfield County, Colorado Project Number. C1429 -B Date: 0129/19 Desigr ed 9y CBO Reviewed By: RHP Drawn By: ANM W1.0 Sheet 1 of 4 0' 5' 10' Scale: 1" =10'-0" / / 4" DIA SCH-40 SEWER LINE W/ DOUBLE -SWEEP CLEANOUT (MIN. 1% FALL TO STA), ENCASE UNDER DRIVEWAY DISTRIBUTION BOX, ACCESSIBLE FROM GRADE. MUST BE SET ATA HIGHER ELEVATION THAN THE STAs / / / /_ / / / PD PROPOSED ONUS r PL Ll AN 'o•-� 5' DRIVEWAY 4 -BEDROOM CABIN (CABIN 2) N— 4" DIA SCH-40 SEWER LINE W/ DOUBLE -SWEEP CLEANOUT (MIN. 2% FALL TO TANK) 1250 -GALLON, CONCRETE SEPTIC TANK WITH TRAFFIC RATED LID AND EFFLUENT SCREEN ON OUTLET TEE -wW4Orilireb, ****7 114,* ■■■■.■■■■■ (2)'QUICK-4' CHAMBER BEDS.4 ■■P,► ROWS EOS8 =C 768 SF 64 ■■ CHAMBERS = 768 SF MI� 4" DIA SDR -35 SEWER LINE (MIN. 1% FALL TO EACH BED) INSPECTION PORT AT EACH CORNER OF BOTH BEDS 7 NOTES: 1) BEDS MUST BE ANGLED IN THE EXISTING CLEARING TO SAVE LARGE TREES. 2) BEDS SET AT DIFFERENT ELEVATIONS. ■► 12' 10' MIN. TO PROPERTY LINE G.9 ALL ifRVICf 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com lnyanga Ranch Cabin 2 Parcel 398 CR 136 Garfield County, Colorado Project Number. C1429 -B Date: 01/29/19 Designed By: CSO Reviewed By: RHP Drawn By. ANM W2.0 Sheet 2 of 4 4' DIA SCH-40 EFFLUENT PIPE FROM SEPTIC TANK (MIN. 1% FALL FROM TANK) 4" DIA SDR -35 SEWER LINES TO OTHER BED (MIN. 1% FALL FROM D -BOX) 4" DIA SDR -35 PVC LEVEL MANIFOLD COMPACT S BASE TO SUPPORT BOX 4" DIA SDR -35 SEWER LINE TO EACH TRENCH (MIN. 1% SLOPE TO TRENCH) I INFILTRATOR END PLATE NOTE: BEDS CAN BEAT DIFFERENT ELEVATIONS. STEP BEDS TO FOLLOW TOPOGRAPHY i--.-.--.1� 1-1-..-••--1 12' 8 CHAMBERS PER ROW PIPES PLACED IN TOP PORT OF CHAMBER END PLATES 0 STA PLAN USE HOLE SAW TO CUT THRU TOP OF END PLATE 0. INSPECTION PORT DETAIL SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE ATTACH CAP OR THREADED CLEANOUT ASSEMBLY 4" PVC PIPE CUT TO FIT } GRAVELLESS 'QUICK -4' CHAMBER (4' x 3') 4" DIA SDR -35 INSPECTION PORT AT EACH CORNER OF STA 4" SDR 35 PVC INSPECTION PORT AT EACH CORNER OF STA EXTENT OF EXCAVATION 4' MAX -- BOX AND COVER BROUGHT TO GRADE CONCRETE LID FINSHED GRADE 0000L OUTLETS DISTRIBUTION BOX BAFFLE OR ANGLED PIPE TO BE USED AT INLET DISTRIBUTION BOX DETAIL *n tuu SLOPE FOR DRAINAGE BACKFILL MUST BE MINUS 3 -INCH MATERIAL 1 4 _ .0. E l SCARIFY SURFACE ()STA SECTIONr_,_. SLIP-ON PVC GAP DO NOT GLUE INSULATED COPPER TRACER WIRE 4" DIA SOR 35 SEWER LINE - INFILTRATOR(R) QUICK4(TM) CHAMBER, 3'X4' 2" L1N FINISHED GRADE TO TANK TO HOUSE 0 CLEAN OUT DETAIL NOT 1, ALL r 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic com Inyanga Ranch Cabin 2 Parcel 398 CR 136 Garfield County, Colorado Project Number. C1429 -B Date: 01,29119 Designed By. Cao Reviewed By. RHP Drawn By ANM W3.0 Sheet 3 of 4 DESIGN 4 BEDROOM CABIN = 75 GPD x 2 PERSONS/BEDROOM x 3 BEDROOMS + 75 GPD (4TH BEDROOM) = 525 GPD WASTEWATER FLOW = 525 GPD TANK: 4 -BEDROOMS = MIN. 1250 -GALLON SEPTIC TANK SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GALJ SQ FT CALCULATED STA = Q/LTAR = 525 / 0.6 = 875 SF GRAVITY, BED = 875 SF X 1.2 = 1050 SF CHAMBERS = 1050 SF X 01 = 735 SF / 12 SF / CHAMBER = 62 CHAMBERS TWO GRAVELESS CHAMBER BEDS 4 ROWS OF 8'QUICK 4' CHAMBERS IN EACH BED TOTAL 64 'QUICK 4' CHAMBERS — 0 — 1 — 2 — 3 w — 4 u__ — 5 a_ w — 6 — 7 — 8 — 9 — 10 SOIL PROFILE TEST PIT NO. 1 1111117?] t1 it DARK BROWN SANDY LOAM TOPSOIL MEDIUM BROWN SANDY LOAM NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION 0501L5 LOG SOIL PROFILE TEST PIT NO. 2 7111i111PM? DARK BROWN SANDY LOAM TOPSOIL MEDIUM BROWN SANDY LOAM LEGEND pq topsoil ISI sandy I I loam FINISHED GRADE 4" DIA SCH-40 SEWER LINE (MIN 2% SLOPE TO TANK AND 1% FROM TANK TO DISTRIBUTION BOX) SCREENED ROCK BEDDING OR BEDDING SAND BACKFILL 24" MIN. 3" MIN. 8" MIN. ® SEWER LINE TRENCH DETAIL ALL 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 cariagallserviceseptic.00m Inyanga Ranch Cabin 2 Parcel 398 CR 136 Garfield County, Colorado Project Number. C1429 -B Date: 01/29/19 Designed By CBD Reviewed By: RHP Drawn By. ANA W4.0 Sheet 4 of 4 Phone: 719495.5784 Fax: 719-395-3727 Website: www.valleyprecastoom Email: frontdesfc@vaIleyprecastoom) Item * 1 250 Gallon Top Seam 2CP 1250T-2CP DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 56.25 ft' • f'c 0 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled 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" Flexible Boot 5 )" • 135" Top View 20" aser Access TANK ID • /Risers to Grade 49" Digging Specs Invert I Dimensions 13' Long x 7' Wide Inlet'Outlet LengtWidth Height 56" below inlet 56" 53" 135" 60 68" Net Capacity Inlet Side Outlet Total 643 gal 416 gal 1259 gal utyl Rubber Sealant 63" 3" Section View Net Weight Lid i Tank Tota! 3120 lbs 1 10880 lbs 14000 Lbs WVALLEY PRECAST, Inc. Buena Vista, Colorado 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) z: , 8 -in. (200 -mm) Base Inlet Filter : p!! I 4 -in. (100 -mm) Insert Filter Orator's superior effluent filters resist clogging better than alt other brands. Our stan- dard, fall sized 4 -in. (100 -mm) Biatrobe Effluent Filter provides maximum long-term protection in a complete package, with horsing. Ow 4 -in. (100 -mm) Biotube Jr., at half the size of our standard erode!, has more filtering capacity than the fldl--sized filters $o/d by other mmnrtftcturcrs. For tanks with existing outlet tees, the Biouthe insert Filter is ideal. .And for low profile tanks. there's the Base Inlet Elite,: * Covered by patent numbers 5,492,635 and 4,439,323 To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on "Distributor Locator." APS -FT -1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. Standard Features & Benefits • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal Optional Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion -proof construction, to ensure long life • Lifetime warranty Biotube Filtering Process Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes' entire surface for filtering. Particles larger than the Biotube's mesh are prevented from leaving the tank. Orenco Systems" Incorporated t:.h*m irrg the finny the World Does lWWtsteivrrter'0 www.nrenaa.uoen Nomenclatures 4 -in. Biotube Filter (standard) FT0004 ❑-_❑ 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 0004 18 Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filter diameter (inches) W = fi s Type 3034 outlet tee S = fits Schedule 40 outlet tee Blank = 1 8" filtration P = 1/16" filtration Junior series Biotube effluent filter series 4 -in. Biotube Filter Insert (cartridge only) FT 00418-_-� 1 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 4 -in. Biotube Jr. Extendible PVC handle • Stainless steel set screws --- Top seal plate Air vents — Biotube° filter cartridge 000 Solid base Filter housing Tank wall Distributed By: Phone: 719-395-6764 Fax: 719-395-3727 Website: www.valleyprecastoom Err�all: frontdesk@valleyprecastoom) (Item # CI -GR Cast Iron Extension Rings 1.5" Extension Ring 24" 45 lbs 2" Extension Ring 58 Ibs 3" Extension Ring 72 Ibs 4" Extension Ring 93 Ibs 1.5" Lfri 24" 24" 3" 24" 1 4" VIDU. VALLEY PRECAST, Inc. Buena Vista, Colorado Item # DBox 8C Concrete Distribution Box (1 inlet, 7 outlets) & Riser Top View End View nock Down Baffle Section View 28"1 " _JP 5" T T" 28" 11//33 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 Ti r 4 d 4 • d. tl 4 Side View • 12" Riser available 12n - End View " Weight: D -Box with Baffle - 200 lbs D -Box Lid - 75 lbs D -Box Riser -140 lbs Water & (719) 3954764 28005 Co. Rd. 317 Wastewater P.O. Box 925 0 + Systems Buena Vises CO 81211 VALLEY + P u Fax: (719) 395-3727 PRECAST, Inc. • Service Webalte: www.valleyprecastcom Ernra�ll: frontdesk@valleyprecastcom THIS WEIR SHAPE IS SELF LEVELING THESE RIBS PROVIDE FRICTION FIT FOR ALL 4" PIPE ID 1.73 .09 [4.4cmI C.2cmI GEAR AND RACK PROVIDES POSITIVE ONE TIME LEVELING 1'' UI I_ POLYLOK EQUALIZER PART NO. - 3049 MATERIAL - FILLED POLYPROPYLENE 1NFILTRATOR® water technologies uick4,7 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. Irak 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) [+Ab) Quick4 PIusIn Series Quick4 Plus Standard Chamber NCn't PIUS mon nn SYS!E fS 34" Quick4 Plus All -in -One 12 Endcap 48 EFFECTIVE LENGTH PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" FRONT VIEW Quick4 Plus All -in -One Periscope QUICK4 PLUS . ALL -IN -ONE PERISCOPE f (360° SWIVEL) INFILTRATOR® water technologies 5" 12.7" 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, OuickPlay, 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. AM rights reserved. Printed in U.S.A. PLUS050713 Contact Infiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436 Garfield County 21 231 42001 50 Garfield County Land Explorer Garfield County, Colorado Garfield County Land Explorer Printed by Web User • 1 inch = 1,505 feet 1 inch = 0.28 miles 0 0.2 0.4 0.8 Miles Garfield County Garfield County Colorado www.garfield-county.com Colorado Disclalmer This ha compilation of records as they appear In the Garfield County Offices affecting the area shown. This drawing 0 to be used only for reference purposes and the County Is net responsible for any Inaccuracies herein contained © Copyright Garfield County, Colorado 1 All Rights Reserved Printed: 1/19/2019 at 4:28:03 PM V) CD N.) z CD n 0 N 3 CD N 3 (D 0 N N -00 0 N S8 °54'32"W 1429.93' S86°54'32"W N90°00'00(E W CO 0 0 O 0 rl S87.20'1O''N 1385.81co e51 Cry O CD - CD O 823.80'+ I / -rte 0 LPI t � I / LO 29 390' 60 9 C) Cr 5 N 45' z rn • o` 0 3 L J u6 OU N 03 N) o '. U] \\ n N � 0' 0 1 4,* 5\87°17'17"W 1 N90°00't0"E 1876.8`x' 1383.80' S87°17'17"W 1383.80' Cn 0 ooOJ n � n 0 1