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Home My WebLink AboutOWTS DesignRECEIVED APR 0 6 ?022 GARFIELD COUNTY COMMUNITY DEVELOPMENTI29 CAINS LANE CnReoNronLE, CO A1623 970.309.5259 cARLA.oSTBERG@GMAIL.COM lttttD'l'I(' ('()¡Is( :r,'l'IN(; March 19,2022 Project No. C1705 Dan Gruenefeldt dan@qruenefeldt.com Onsite Wastewater Treatment System Design 1-Bedroom Residence 219 Shore Drive Garfield County, Colorado Dan, CBO lnc. has completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 6.37-acre property is located outside of Silt, in an area where OWTSs and wells are necessary. Legal Description: Section: 12 Township: 6 Range: 92 Subdivision: RIVERVIEW RANCH SUBDIVISION Lot: 3 AMENDED, AS PER SECOND AMENDED FINAL PLAT RECEPTION NO. 965010 6.371 ACRES Parcel lD: 2179-124-01 -003 SITE CONDITIONS The property is currently undeveloped. A 1-bedroom residence is proposed The residence will be served by a private well on the property. The well has been drilled on the south side of the subdivision road (Shore Drive). The well is greater than SO-feet from the proposed septic tank and greater than 1OO{eet from the proposed soil treatment area (STA). Then neighboring wells have all been drilled on the south side of the subdivision road and also meet minimum setback requirements from the proposed OWTS components. The proposed STA location has an approximate four percent slope to the northwest. The property drops off steeply toward the Colorado River farther to the north. The proposed area was covered with snow at the time of our site visit. 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. Page2 . _---d'lt- View of the property looking northwest View of the property looking south --- View of the property looking north SUBSURFACE The subsurface was investigated by Kumar and Associates. A report dated March 15,2022 (enclosed) documents their findings under project number 22-7-186. Two soil profile test pits were excavated in the area of the proposed STA. The report states ..."The sol/s exposed in the Profile Pits shown on Figure 2 consrsf of silty sandy loam." Profile Pits 1 and 2 consist of 4-inches of topsoil, underlain by silty, slightly clayey, loose to medium dense, slightly moist, brown sand to a maximum depth explored of 8-feet. No groundwater or bedrock was encountered. A gradation was performed on a soil sample taken from Profile Pit 1 at 5-6 feet below grade. The results consisted of 1% gravel, SB% sand, 29% silt, and 12o/o clay. The USDA Soil Type is Silty Sandy Loam. Based on this information, STA sizing is based on Soil Type 2, Loam. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS. Page 3 DES¡GN SPECIFICATIONS Desion Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 2 Bedrooms = 300 GPD LTAR = 0.6 GPD/SF 300 GPD / 0.6 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 500 SF The new OWTS design is based on 2-bedrooms, as required by Garfield County OWTS Regulation. An average daily wastewater flow of 300 GPD will be used. For the purpose of this OWTS design, Benchmark Elevation has been established as 100' as the Finished Floor of the residence (slab). CBO lnc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. *Elevations are based upon standard OWTS installation practices Component elevations may change during installation due to site conditions. Minimum grade refers to piping between components. The 4-inch diameter SDR-35 sewer line exiting the residence must have a double-sweep clean out and a minimum 2o/o grade to the septic tank. The system installation must include a 1000-gallon, two-compartment septic tank (state-approved concrete or poly)with an effluent filter on the outlet tee. Risers must bring the manhole lids to grade for access. lf more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. Etfluent 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 trench. Each trench will consist of 10 'Quick 4' Standard Plus lnfiltrator@ chambers for a total of 360 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. lnspection 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. GBO lnc. 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. OWTS Gomponent Minimum Elevation Primary Tank lnlet lnvert Approximate horizontal distance 12' I min.2% fall to septic tank / min. 3" fall Distribution Box Approximate horizontal distance 15' / min. 1% fall to distribution box / min. 1.875" fall lnfiltrative Surface Approximate horizontal distance 28' / min. 1% fall to furthest trench / min. 3.5" fall COMPONENT MANUFACTURER MODEL NO COMMENTS Septic Tank Valley Precast or lnfiltrator@ Item # 1000T-2CP or Item # 1060-2CP 1000-gallon, 2- compartment septic tank Risers and Lids Orenco@ Double-walled PVC risers and lids Effluent Filter Orenco@ 4-inch diameter I' ull size Distribution Box Polylok lDistribution box, lids, lrises, and (3)flow lequalizers Chambers lnfiltrator@ Standard Plus 130 'Quick 4' Page 4 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. INSTALLATION CONTRACTOR CBO lnc. 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 lnc. 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 lnc. should be notified 48 hours in advance to observe the installation. ln 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 REQUI REMENTS 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 seruicing the property. The property owner is responsible for maintaining seruice 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. Page 5 lf an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. lf 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 lf 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 the 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. lf soil conditions encountered are different from conditions described in report, CBO lnc. 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 coñtractor 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 lnc. (p,r."[,* üstfu"E Carla Ostberg, MPH, REHS CBO lnc.129 Cains LaneCarbondale, Colorado 81623Phone 970.309.5259carla.ostberg@gmail.æml¡/2.0(NSEPTICTANKoffiISCALE: I = 50'=0"STAIIRESIDENCEILINEIITHE LOCATION OF PROPOSED IMPROVEMENTS SHOWN ARÊNOT THE RESULT OF A PROPERW SURVEY. THE LOCATIONSARE APPROXIMATE. IT IS THÊ HOMÊOWNERS' DUTY TOENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONSARE ACCURATE. PROPERTY LINES AND SETBACK DISTANCESSHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALEDFOR PRINTING ON 1 1' X 17. PAPER.DRAWINGS MUST BE USED INCONJUNCTION WITH DESIGNLETTER DATED O3I 1912022Gruenefeldt Residence219 Shore DriveGarfield County, ColoradoProjectNumber: C1705Dâtê: O3hgl2g22Designed by: CBOReviewed by: RBDrawn by: DDw1 .0Sheet I 0F 4 5504" DIA SDR-35 SEWER PIPE WITH CLEANOUTMIN 27O FALL TO TANKt/t/1 OOO-GALLON, TWO-COMPARTMENTSEPTIC TANK WITH EFFLUENT SCREENta"4' DIA SDR.35 PVC SEWER LINE(MrN. 1% FALL TO D-BOX)tlDISTRIBUTION BOXWITHACCESS AT GRADE\t4" DIA SDR-35 SEWER LINE TO EACH TRENCH(MlN. 1% SLOPE TO TRENCH)'QUICK-4' CHAMBER TRENCHES.3 TRENCHES WITH 10 CHAMBERS PER TRENCHFOR A TOTAL OF 30 CHAMBERS AND360 SF.4' DIA SDR.35 INSPECTION PORT ATBEGINNING AND END OF EACH TRENCHPROPERTYBUILDINGs*eqNSCALE: '1" = 2010"PROPw2.0CBO lnc.129 Ca¡ns LaneCarbondale, Colorado 81623Phone 970.309.5259carla.ostberg@gmail.æmoa¡@EJ1-BEDROOMRESIDENCEBM=100'(FF) .ryt--lo2m=1Gruenefeldt Residence219 Shore DriveGarfield County, ColoradoProject Number: C1705Date: O311912022Designed by: CBOReviewed by: RBDrawn by: DDIIISheet 2 0F 4 INFILTRATOREND PLATECFTAMBER (4' x 3')DIA SDR-35 DISTRIBUTIOND¡STRIBUTION BOXWIIHAT GRADEPUCED INLINE TO EACH TRENCH(MtN. 1% SLOPE TO TRENCH)4'DIA SDR-35ÉFFLUENT PIPE FROMSEPTIC TANK'QUtCK-4'CAP OR THREADEDCLANOUT ASSEMBLYSMALL VALVE COVERBOX OR IRRIGATIONVALVÉ BOX AT GRADE4' PVC PIPE CUT TOFITTOP PORT OFCHAMBER ENDPLATESBASE TO SUPPORTBOXUSE HOLE SW TOCUT THRU TOP OFPORT AT BEGTNNING ANDEND OF EACH TRENCH4'LDIA SDR-35 INSPECTIONLIMITEXCAVATIONSCARIFY^CHAMBER TRENCH PLAN\rr...._r1f,EllEND4' DIA SDR.35 SEWER(MrN 2olo SLOPE TO TANK,MrN. 1% TO STA)SCREENEDA DISTRIBUÏON BOX\r,-ı1TæFINISHED GRADEDIA SDR-3524" MtN.3" MtN.INSPECTIONPORTSOILlOR SAND FORBEDDING8" MtN.'oulcK4'CHAMBER (4'x 3')rã CHAMBER'IRENCH SECÏON\9r-w3.0BACKFILLCBO lnc.129 Ca¡ns LaneCarbondale, Colorado 81623Phone 970.309.5259cada-ostberg@gmail.comGruenefeldt Residence219 Shore DriveGarfield CounÇ, ColoradoProjectNumber: C1705l>aÞ: o3r1gt2o22loes¡sne¿ ny: caolReviewed by: RBlDrawn by: DDSheet 3 0F 4 DESIGN1-BEDROOÍT¡I RESIDENCE (SlzlNG FOR 2-BEDROOMS)(75 GPD x 2 PERSONS/BEDROOM x 2 BEDROOMS)WASTEWATER FLOW = 300 GPDTANK:MIN, lOOO GALLONSUSE lOOO-GALLON, TWO-COMPARTMENT SEPTIC TANKSOIL TREATMENT AREA (STA):LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAU SFCALCULATED STA = Or'LTAR = 300 / 0.6 = 500 SFGRAVITY, TRENCHES = 500 SF X 1.0 = s00 SFCHAMBERS = 500 SF X 0.7 = 350 SF / 12 SF / CHAMBER = 30 CHAMBERSTHREE GRAVELLESS CHAMBER TRENCHES10'QUICK 4'CHAMBERS IN EACH TRENCHTOTAL 30 'QUICK 4' CHAMBERSBOX AND COVER BROUGHT TO GRADESTA TO WATER COURSE50'124',STA TO WELL100'1 90'STATO HOUSE20'44'SEPTIC TANK TO WATER COURSE50'1toSEPTIC TANK TO WELL50'229HOUSE TO SEPTIC TANK5'12'OWTS COMPONENTS ANDPHYSICAL FEATURESMINIMUM REQUIREDSETBACKAPPROXIMATE PROPOSEDSETBACKSLIP-ON PVCDO NOT GLUEINSULATEDTRACER WIREFINISHED GRADE4" DIASEWER LINETO TANKHOUSE/ACLEAN OUT DETAIL\9r-tú!æCONCRETELID--\-ıñD-RtSERS (LrMtT TO 2-FEET MAX.)BAFFLE ORANGLED PIPETO BE USEDAT INLETAILw4.0OUTLETSoooo ll-CBO lnc.129 Cains LaneCarbondale, Colorado 81623Phone 970.309.5259carla.ostberg@gmail.comGruenefeldt Residence219 Shore DriveGartield County, ColoradoProjectNumber C1705Drawn by:Designed by: CBODate: 0311912022Reviewedby: RBDDSheet 4 0F 4 lGrtii.rä[.,ifll:Ëtrn'"'Êü**' An Employcc Owncd Compony 5020 County Road 154 Glenwood Springs, CO 81601 phone: (970)945-7988 fax: (970) 945-8454 email: kaglenwood@kumarusa.com www.kumarusa.com Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, and Summit County, Colorado March 15,2022 Dan Gruenefeldt P.O. Box 1910 Basalt, Colorado 8t621 dan@gruenefeldt.com Subject: Project No. 22-7- 186 Subsoil Study for Foundation Design and Septic System, Proposed Residence, 219 Shore Drive, Lot3, Riverview Ranch, Garfield County, Colorado Dear Dan: As requested, Kumar & Associates, Inc. performed a subsoil study for foundation design and septic disposal feasibility at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated February 16,2022. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a 1200 square foot ADU over a 3-bay garuge located on the site in the area of Pits I and2 as shown on Figure 1. Ground floors are proposed to be slab-on-grade. Cut depths are expected to range between about 3 to 4 feet. Foundation loadings for this type of construction are assumed to be relatively light to moderate and typical of the proposed type of construction. The septic disposal system is proposed to be located southwest of the residence in the area of Profile Pits I and2. If building conditions or foundation loadings are signif,rcantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The proposed building area is relatively flat and was covered with 6 inches of snow at the time of our site visit on February 28,2022. Vegetation consists of grass and weeds. The buildin g anea is located on the northern edge of a relatively flat topographic bench. North of the buildin g aÍea, there is a moderately steep snow-covered slope down to the Colorado River, which is significantly lower than the proposed building area. Pits I and2 were open and the septic profile pits were being excavated at the time of our site visit. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits in the building arca and two profile pits in the septic disposal area atthe approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below a thin layer of topsoil, consist of loose to medium dense, slightly .\ clayey silty sand. Results of swell-consolidation testing performed on relatively undisturbed samples of the silty sand, presented on Figures 3 and 4,indicate low compressibility under existing moisture conditions and light loading and a low to moderate collapse (settlement under constant load) potential when wetted. Results of a USDA gradation analysis performed on a sample of silty sandy loam obtained from the site are presented on Figure 3. The laboratory test results are summarized in Table 1. No free water was observed in the pits at the time of excavation and the soils were moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1,500 psf for support of the proposed residence. The soils tend to compress after wetting and there could be some post-construction foundation settlement. Footings should be a minimum width of 24 inches. Loose and disturbed soils encountered at the foundation bearing level within the excavation should be compacted or removed and the footing bearing level extended down to the undisturbed natural soils. 'We should observe the completed foundation excavation to conf,rrm suitable bearing conditions. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist alateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil as backfill, excluding organics. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of 3/+ -inch road base gravel should be placed beneath slabs for slab support. This material should consist of minus 2 inch aggregate with less than 50o/o passing the No. 4 sieve and less than l2o/o passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95Yo of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on- site soils devoid of vegetation and topsoil. Kumar & Associates, lnc. @ Project No.22-7-186 -3 - Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the areathat local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. If needed, the drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum lYo to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2Yo passingthe No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least llz feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) lnundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95Yo of fhe maximum standard Proctor density in pavement and slab areas and to at least 90Yo of the maximum standard Proctor density in landscape areas. Free-draining wall backfill (if any) should be capped with about 2 feet of the on- site, finer graded soils to reduce surface water infiltration' 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 5 feet from the building. Consideration should be given to the use of xeriscape to limit potential wetting of soils below the building caused by inigation. Septic System: Two profile pits were dug at the locations shown on Figure 1. The soils exposed in the Profile Pits shown on Figure 2 consist of silty sandy loam. Based on the subsurface conditions encountered, the site should be suitable for a conventional infiltration septic disposal system. Kumar & Associates, lnc. @ Project No. 22-7-186 -4- Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure l, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions mày not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recofirmendations, and to verifu that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recoÍlmendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfu lly Submitted, Kumar & Associates, Daniel E. Hardin, P DEH/kac attachments PitsFigure I Figure 2 Figures 3 and 4 - Swell-Consolidation Test Results Figure 5 - USDA Gradation Test Results Table I - Summary of Laboratory Test Results All Service Septic - Carla Ostberg (cerla,qgtþçre@erlai1. ) Pits cc: Kumar & Associates, lnc. @ Project No. 22-7-186 16. 20?2 - 1r:ssóh/{rrIftH{Ia\It.ItI¡IttIIIIIIIÌIItI.tt:;IIÍI1I:. itIIII:IIi$r¡rQntÊisiËIIiIiIttIItIËEsrtTItIt---__--ç --It-tt*--lF-----ç-----#u---trÉ,Jel r- ç -<!' &'* * + n' -ù'*-'-r=r=l\)rclüt14'Ðql'-t--a---TIi ï $nÍ*Òaa-t---'-t-Þ-rJ-'9rfrtFqbÞÈt'Þ---Þa---L--HEtIIItIII¡III¡II¡IIItIIIIIIIIIIIIIfIIIIIIIIIIIIII-lIIIIIilihIii'"1I¡f-HIIIIlllrilIIIIIIII .,...1IIIIIIEtíEÐfÍ$ÞË!IV)bÈatltHefÈ(¡oollTnox--{rnU)c)rrìI-¡rrtlq--{rilN)N)I\.1IæO)^c30)eo(t,(noa.q)oa-Oc)-{OzoTlrrlXTr-on-.{on-u=(./)-lI Ê e I PIT 1 PIT 2 PROFILE PIT 1 PROFILE PIT 2 0 0 FL¡lt¡ltL I-FfL t¡Jo WC=3.0 DD=98 WC=4.1 DD=89 I wc=s.s- GRAVEL=1 SAND_58 SILT=29 CLAY= 1 2 Ft¡l t¡JtL I-F(L t¡Jo q 10 10 LEGEND TOPSOIL, ORGANIC, SANDY CLAY, SILT, FROZEN, DARK BROWN SAND TO MO (sM); stLTY, SLIGHTLY CLAYEY, LOOSE TO MEDIUM DENSE, SLIGHTLY MOIST IST, BROWN. F t HAND DRIVE SAMPLE. DISTURBED BULK SAMPLE. NOTES 1. THE EXPLORATORY PITS WERE EXCAVATED WITH A MINI_EXCAVATED ON FEBRUARY 28, 2022. 2. THE EXPLORATORY PITS WERE LOCATED BY CLIENT 5. THE ELEVATIONS OF THE EXPLORATORY PITS WERE NOT MEASURED AND THE LOGS OF THE EXPLORATORY PITS ARE PLOTTED TO DEPTH. 4. THE EXPLORATORY PIT LOCATIONS SHOULD BE CONSIDERED ACCURATE ONLY TO THE DEGREE IMPLIED BY THE METHOD USED. 5. THE LINES BETWEEN MATERIALS SHOWN ON THE EXPLORATORY PIT LOGS REPRESENT THE APPROXIMATE BOUNDARIES BETWEEN MATERIAL TYPES AND THE TRANSITIONS MAY BE GRADUAL. 6. GROUNDWATER WAS NOT ENCOUNTERED IN THE PITS AT THE TIME OF EXCAVATION. PITS WERE BACKFILLED SUBSEQUENT TO SAMPLING. 7, LABORATORY TEST RESULTS: wc = WATER CoNTENT (%) (ASTM D 2216); DD = DRY DENSITY (PCt) (ASTU D 2216); GRAVEL = PERCENT RETAINED ON NO. 10 SIEVE; SAND = PERCENT PASSING NO' 1 0 SIEVE AND RETAINED 0N NO. 525 SIEVE; SILT = PERCENT PASSING NO' 525 SIEVE T0 PARTICLE SIZE .002MM; CLAY = PERCENT SMALLER THAN PARTICLE SIZE .002MM. 22-7 -186 Kumar & Associates LOGS OF EXPLORATORY PITS Fig. 2 E I SAMPLE OF: Silty Sond FROM:Pit1@3' WC=X%,DD=Xpcf -2OO=x%,LL=x,Pl =X ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING ond with l.d 2 àq JJ L¡l =U1 I zotr o Jo UIz.o() 0 -2 -4 -6 -8 -10 -12 1.0 APPLIED PRESS 10 100 22-7 -186 Kumar & Associates SWELL-CONSOLIDATION TEST RESULTS Fig.3 I Ê I SAMPLE OF: Silty Sond FROM:Pit2E^4' WC=X%,DD=Xpcf -200=x%,LL=x,Pl =X ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING with D-4546. tæt ræulta t6ted. ft€ ond ¡s!oc¡ot6. lnc. not bê rêprcduc€d, withoút thô wrlt6n 2 ñ JJ L¡J =tJ', I z.otr ô =o U1z.oO 0 -2 -4 -6 -8 -10 -12 -14 1.0 APPLIED PRESSURE -10 22-7-186 Kumar & Associates SWELL_CONSOLIDATION TTST RESULTS Fig. 4 ZO2Z - 11155.ñ-oÐm-tmllzIU)U)U'mmzIaU)-lmcø-mfrU)cam-?-=Noooôoe(¿q09=zooo@oNôPERCENT RETAINEDoôooo!oo@ooooN¿riDoô{(rsoa¡9)ÞNbaItm--.{mI)o-nllt--lc)rmU)2--m--lmnU)oEooonmt-òeCNzU(¡@rÕo\a=N)(o\oo\c)tN)\oo\C(nU(nat--{!IIra.=CNg)fo_t-o0)3..t]llo=T-U@c¡o)otrIct¡çÍqIo!oPERCENT PASSINGooNoN)l\)I\¡ICoO)xc3g)-eoØ@oQ.0)oU'CU)gC)ÐO-loz.-.1rrlLt',-{ÐrilU)ct--lU)Tl(.oul I (¡rt åiffi fiffif¡$ir'"'Ë;' *' *TABLE 1SUMMARY OF LABORATORY TEST RESULTSSOIL TYPESilty SandSilty SandSiþ Sandy Loam21CLAY(%)SILT("/"129SAND("/")581GRAVELtf/"|SILT&CLAY(%)SAND(%)GRADATIONGRAVELtf/"|89NATURALDRYDENS]TY(pcf)98NATURALMOISTURECONTENT(%)3.04.t5.55to6(ft)DEPTHaJ4SAMPLE LOCATIONPIT12PP-1No.22-7-186 ? ¿¡op-tRIVER VIEW RANCH SUBDIVISIONSECONDAMENDED FINAL PLATBMMCO LLCPO BOX 737v)ooÈÞSoËS"(!S.Þ.a!a(.+ã\ñÐSt¡j{Þ=oEØwtl\SØ|\toIFaötitsaa.OØHSiìãF,$S*93 s'Qto$eN6Bñrsg:SËe*È"kessX:roUrlqRÑ$$èIt,lJOt(AR¡ËÈ Ë!¡ EtÈ tgtrËåËåËgË,ËËgåågËË5ffiËËåËËËã$ÈÈlixtsÈ:åËl$eËË ÃË lËiïË FE lËËEÌ ¡Ê IgãËEËËlËsËEåtË> e6ËBËt,"fÈËSiuF.ll*,li3gç¡EFËËaIIiIISEN EÊIHNffitFt ÞlH't'ej,Jt::;'iii;i¡rìì¡Èiiúìilr:r¡lþt!IdtçlıIdtIc;s.Bà9R!ËäåCB:icEãåã!i:qSriptÈicãtàèãtþ!4ì:P8àdlÈrFÊÊ9!ãFäË!SeÈÈËÊp ð* ÃB¡¡ ÈÈ ïð;¡ FE üÉ;ç ÈB àaËsËËsËèg i¡ lsÈE Èi te'ËËåËËð a8 Ê3:g¡åÈ:Ëåågê ;ÈØ8s(! \.t,sri*3S8!IFIth"lhtËeðEqHéåàãiËıåÈEr'eçñ3:d5EE¡rt:tgËgra!ÊtåÈB$EEðBt::eIJÉrÈ*¡çì¡]¡ñEfi{E;¡s!È6sèçËË:ÊsÈÈqaËEEcÈtsl,iàÈsÈ{tàå:ådÈ9ri¡sÈ!qÈEiërãEãË[$Êlel¡lÉlðt*lslËtüßlcRIEtütråËFÈËHEFËÈEl gÈlÅi r¡Ht ÍÈ¡I I rBt è89| þisl ¡EÈI E3!l Ë:åItrË!'ååfH 3¡ ëçIFÈÈ JÈ| ã:eel ls ciÈ{/ 8 tê$v+ã :ËãÈìN¡å;l¡ ! Flçl ,1 !åmiEl\t iãI ðıt:ÈË'sálñÈeI5Ëã9¡ËIðiLl1ceÞltl'Èàlr¡latãlËtÈIElstsãt :Èts"åtsÈÊFïrr: .'i' ,:i8{ q rÊispËffIËåFffiÈñãËßËd!E9ÈRåÞtæ,çH$ 3låTFÈiÈ $iì8¿tËðlå1Ët¡iøFt¿)s'BOOKCUFF,ñ- ?¿çop- ¿SECONDAMENDEO FINAL PI,.ATRIVER VIÊW RANCH SUBDIVISIONamMco LLcPO BOX 737csCN(ìooËÈ.ÞSoÊ.oP"\ld,.s,lUe(-+ã\ñÞñ{Þ=o\rF\ØñU\SØo=cioU,.orrÊØÞ(!ov)N.oln(ÈoNırÈ(tË'o$AoaS¡,ss€,toþÊ l$*sôn-Fäø€-oôqE¡Js!Ob¡s-v\,------"åtl1"qT\{11t\I_tqFrûÈÈååiå$ål¡rrs4I€¡A;ItFIË¡YÂIiIpË¡gçFt1I\zqJaEFt4N *n'*II lãi iÞi E!I$f54ci.ãtË¡t{ISÈ,"Ëår¡"ì¡¡^.:F{tsdèsì-It3ÉE!Ë¡t 25,O"tupdøNù 57æúø,Á3IÃt 4====trñ=:-n*,****)Shore Driuee.O'RígNþlWq,lffig a^dMn@MR@¡.io^rd.7Wt(ou Tlans¿al¿: N.Í.5.Iþt 3ffiul&¿re?-)t27.t7'l--_--4141I-*æ,AGruenefeldtConstructionP.O. tsox 1910Basalt CO 81ó21(970) 963-497eDm CrucncfcldtÈ¡gr¡dffigJdnm Ot.h61.34sæNÖrÉ NO ÐRÉÊcE ORñisFlGE loFmN OUER ßFNK.EÞGF¡w \--- j..ÞU LOIÑ6 ENVELOPE2A5.431sEE 9LRVfr FOR MOtr INFO... IO'O'UIIUry EþEVEM ' --S\torlawFLOVr'a)ìoÔ()q)q)bTıö0)3-q)fttz-E()çç$ú.=q)La)ú.co-{-)oJ\;\-tw\t_ISNORE DRIVEsate'l/16'=l-O'A-0 312122,11:02 AM qPublic.net - Garfield County, CO - Property Record Card: R007362 G)qPublic.net " Garfield County, CO Summary Account Parcel Property Address Legal Descriptlon Acres Lând SqFt TaxArea MlllLevy Subdivision R0073ó2 2779t2407003 219 SHORE DR,S|LI CO 81ó52 Section: 12 Township: ó Range: 92 Subdivision: RIVERVIEW RANCH SUBDIVISION Lot: 3 AMENDED, AS PER SECOND AMENDED FINAL PLAT RECEPTION NO. 9ó5010 ó.371 ACRES 6.37 0 23 73.A920 RIVERVIEW RANCH SUBDIVISION View Map Owner BRAMCO LLC PO BOX 737 NEW CASTLE CO 81ó47 Land UnltType IRRIGATED LAND-AGRICLTRL. - 4117 (AGRICULTURAL PROPERW) SquereFeet 0 Actual Values Assessed Year Lend Actual lmprovement Actuel Total Actual Assessed Values Assessed Year Land Assessed lmprovement Assessed Total Assessed Tax History TaxYear Taxes Billed 202t 2020 $64.& 20L9 $60.64 202L $2,9¿10.00 $0.00 $2,9¡f0.q) 2021 $8s0.00 $o.oo $850.00 2018 $97.96 2020 $3,320.00 $0.00 $3,320.00 2020 $9ó0.00 $0.00 $9ó0.00 20L7 $82.24$ó2.80 Click here to view the tax informat¡on for this parcel on the Garfre Transfers SaleDate DeedType ReceptionNumber rO/L9/2O2r ptãt 9ó5010 A/S/2O27 DECLARATTON 967787 7/t5/2O2I STATEMENTOFAUTHORTTY 959914 3/1O/2O2I SpECTALWARRANTYDEED 953755 6/LO/2O13 CERTTFTCATE 878742 t2/2I/2OtL AFF¡DAV¡T 8t2367 9/29/2OIL SpECTALWARRANTYDEED 808477 9/23/2OII SpECTALWARRANTYDEED 808466 8/1/2006 BOUNDARYLINEADJUSTMENT 703468 8/t/2OO6 QUrrcLArM DEEO zosw- 8/t/2OO6 QUTTCLATM DEED zgþþ t/3o/2oo4 DECLARATION ó4s888 6/79/1995 Deeds 6/L9/L995 NOTICE OF LIS PENDENS 6/f4/7995 QUITCLAIM DEED 5/5/1995 SPECIALWARRANTY DEED 4/t8/7995 AFFIDAVIT 4/L8/t995 Deeds 6/3O/L993 QUITCLAIM DEED Book - Pege t827-791. t827-788 1827-786 1558-382 0947-0488 0945-0222 095Q-0028 0940-0045 0940-0044 0940-0042 0878-0841 Sale Price $o $o $o $1,125,000 $o $o $1,s41,000 $1,009,900 $o $o $o $o $o $o $o $o $o $o $o https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=10302913'11&KeyValue=R007362 1t2 312122,11:02 AM qPublic.net - Garfield County, CO - Property Record Gard: R007362 0878-08210 0940-0034 0758-0209 0940-0037 0749-0770 0730-0894 0ó9ó-0ó08 1234-330 t232-777 t23t-t7 t206-2 0940-0040 o622-W6 6/30/1993 6/30/7989 6/30/7989 6/28/7988 6/28/7988 u29/t988 ßn/7986 r/tlt900 tlt/t900 1./UL9æ tl7/t9æ u7/t900 u7/1900 AFFIDAVIT QUITCLAIM DEED QUITCLAIM DEED QUITCLAIM DEED QUITCLAIM DEED Deeds PUBLICTRUSTEES DEED Deeds Deeds Deeds Deeds AFFIDAVIT RESOLUTION $o $o $o $o $o $o $o $o $o $o $o $o $o Property Related Public Documents Click here to view Propr$y Relate!.gCblic.Pocumen$ No data available for the followlng modules: Buildings, Photos, Sketches. The Garfield County Assessor's Offrce makes every effort to produce the most accurate information possible. No warranties. expressed or implìed are provided fol.the data herein, iis use or interpretãtion. Data is subjeci to constant change and its accuracy and completeness cannot be guarânteed. Usef Prjvacv P_olicy GDjR PÍyacv¡¡ollce tost-Dxa-Upþed:,3/2/z9zAJ2?ó;38 AM version 2.3.177 Developed by ß)*J'9"^',4çl https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1030291311&KeyValue=R007362 212 Item # Itut lo60-2cP 1060 Gallon Ttro GomPartment lnfiltratol@ PolY Tank 127',Top View TANKTOP HALF CONTINUOUS GASKET 61ú¿', ALIGNMENT DOWEL (34) OUTLET (et) TANK BOTTOM HALF SEAM CLIP il.7 EXTERIOR HEIGHT TANK INTERIOR 24'ACCESSOPENIM¡\ 17', Section 41' SEAM CLIP (TYPTCAL) LIFÏNE STRAP (TYPTCAL) Net Copocity Weight 1094 9ol 320 lbs Mid-Height Seam Section Tank lndudæ llds View 51.7', I r Compliont with CSA ond IAPMO Stondords o PVC risers ovoilobleo Secondory sofety screen ovoiloble with PVC riser ¡ Moximum buriol dePth is 48" o Minumum buriol dePth is 6" o Tonk is not roted for vehiculor troffic looding o Exterior of monhole cover includes the following 127'. "DANGER DO NOT ENTER: POISONworning GASES'' End View Digging Specs lnvert 12' Long x 7' Wide lnlet 47" Dimensions il Length width Heigh 44"127"62.2"54.7" ffirn5*Ig[' ¡ãtr ¡ctt$aßrt E o\ \o ot- o\ \o <-O l E f' Bulkhæd Fre)3e562.4 ffigter Farc C/1g) gfÆi3Tn B^sEVlda' æ81?.1 Webclb: wrvw.valleyPtætcom Emall : fronUed@MalleyPrcætæm Waüer & Waúwaûer o Systems ¡ Pmducils ffi PRTCAS|T¡InG. oservloe Double Walled PVG Riser & L¡d Options Poly Lid (Static toad tested to 5000 lbs)o Skid resistance surface. Available in greeno Highest level of UV Probction induded. lncludes a bam gasket br airtight and waterti g ht aPPl ications. tncludes squar€ drive sctu,ìrs b disoourage unauthorized entY. lnsulation panels achieve R-10 insulation rating 2'ol lnsulation St¡andard Orenco @ DuraFiber* Access Lids (FLD) Not rccommended br vehict¡larüaffic 2{ and 30'Diame,terso Solid, resin-infused fiberglass constuction. 20,00G1b breaking stengüt. Standard gr€en or brown colors. Available with or without urclhane lid gasket . Available with carbon filhation. 4 sûainless steel f,athead socket cap scrcuìNs & hex key wrendt. lnsulated lids available - ? or4" Double Walled PVC Riser . Available ln 2{ and 30" Diamebr . Cut to lengrüto Sold in +l- 2' incremenb. Must be cut between ribs Wúr& Waúulater o Systems o Producils Fre)3e56764 ffier Fax f/1g) gwgÏn B'ffiVlsta' æ8121.',|, Webclb: wrwv.valle¡ryreætæm Emll : fronHosl@¡valleYPrccastærtPRECASI¡Ine. oservlæ Residential B¡otube' Effluent Filters Applications our patente d* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Ir.r.ri Filt.rr, 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 wasrewarer quality and extending the life of residential drainfields. 4-in. (100-mrn) Biotube Effluent Fiher 4-in. (1 00-mm) Biotube Jr. (4-in. Biotube cartridge auail- able separateþ as Insert Fiber) 9-in. (200-rnm) Base Inlet Filter 4-in. (100-mm) Insert Fiher 3 oa { I l ffi Orenco's superior efl.uentfilters resist cloging bener than all other brands. Our stan' dard, futt-sized 4-in. (100-mm) Biotube Effluent Fiber prouides maximum longlerm protection in a complete package, with housing' Our 4-in' (100-mm) BiotubeJr" at 'hatf the size of our-standard modet, has more f ltering capacity thy the ftll-lized f'hers ,old by othrr"*nnufortorrrr. For tanles with existing outlet tees, the Biotube Insert Fiher is ideat. Andfor low-profte tanþs, there's the Base Inlet Fiber' * Covered by patent numbers 5,492'635 and 4,439'323 To Order call your nearesr orenco Sysrems@, Inc. distributor. For nearest distribu- tor, call orenco at 800-348-9843 or go ro www.orenco.com and click on "Distributor Locator. " APS-Ff-1 Rev.3.4 @ 11fl0 0renco Systems@, lnc. . Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction ' lnstalls in min- utes inside new or existing tanks; extendible tee handle for easy removal Standard Features & Benefits . Easyto 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 0ptional Features & Benef its . Alarm available, to signal the need for c lea ning . Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time . Custom and commercial sizes available 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. a\-.ã ã. / ) € OrencoSystems'' lncorporaled Llnnging tfu Wa.1, tltt lY/o r ld [ ) o cs Vtt s k u, a t t" www.ofenco.Gom Nomenclatures 4-in. Biotube Filter (sandard) FT 04¡I_l 0ptions: Blank = no optionsM = flow modulation plate installedA = float bracket attached Cartridge height: 28" and 36" are standard Housing height: 36" and 44" are standard Filter diameter (inches) W = fits S =fits Type 3034 outlet pipe Schedule 40 outlet pipe /S" filtralion /1 6" filtration Blank P Biotube effluenl filter ser¡es 8-in. Biotube Filter {base inletmodel) FTI oB 22-1r B[---l--T-- I 0ptions:A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate' Base inlel model 0ptions: Blank = no optionslM = flow modulation plate installedA = floatbracketattached Cartrldge height (inches) Filter diameter (inches) Cartridge height: 1 4" standard Housing height: 22" standard Filter diameter (inches) Blank = 1/8" fihationP = 1/l6" filtration Biotube effluent filter series . Also available w¡th coupling and sleeve as a "kit": FT-oVERFL0WKIT 4-in. Biotube Jf. (includes cartridge and housing) FT J !Io¿ ts fits fits FT ¡ t04 18 -! c Type 3034 oullel tee Schedule 40 outlet tee = 1/8" filtration = 1/16" filtration Junior series Biotube effluenl filter series 4-in. Biotube Filter lnsert (cartridse only) Blank P 1; S = fits= fits For customized options (e.9., NC indicates North Carolina regions) Type 3034 outlet tee Schedule 40 outlet lee Cartridge height (inches) Filter diameler (inches) Blank = 1/8" filtration P = l/l 6" filtratìon Insert Biotube effluent filter series Distributed By: 4-in. Biotube Effluent Filter Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube@ filter cartridge Solid base Filter housing 4-in. Biotube Jr Tank wall - Riser wall POLYLOK DISTRIBUTION BOX' RlsERS, AND LID uD.BOX0&UD8()X8 D.BOX SEAL (El'WDæXOd-lwffilaærl) 16'SIDE CUT OUT TOACCEPT POLYLOK SEAL NO.3ml i TEAR OUT FOR 4'SDR-35 0R scHD-40 NOTTOSCALE UD.BOX 0'RlsER ROTO.FLOW4' I 6rt i t-Il--a'-J @ UD.BOX 12'RISER NOTTOSCALE POLYLOCK EOUAIJZER.V.NOTCH'WETR 8]uFE ¡8 1 SEFI¡\¡ELIM¡ RIBS PROI/IDE FRICNO{ Fff FORAII.¡l'PIPE lD -------g| " '--r-åtl 20'FOR RISER D€OX ^roT70scÁtE GASKETED SEAL ON LID & RISER -1 \/ Wúr& Wa¡tewater o Systeme ¡ Pmducils gre)se56z6{ ffi-rouz Farc Olg lgwg1zl B'sE\flda' æ81211 Webolb: wYvw.valleYPrretøm Emll : fionHesl@¡valle¡ryreætæmffi PRECAS|T¡InG. oservlce i'A Quick4 Plus AII-in-One 12 EndcaP Benefits: . May be used at the end of chamber row for an inleVoutlet 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 AII-in-One PeriscoPe Benefits: . Allows for raised inverl installations . 180o directional inletting . 12" raised invert is idealfor serial applications Certified by the lnternational Association of Plumbing and Mechanical Officials (IAPMO) Vut'ck4-"^ The Quick4'Plus Standard ChamberIN FILTRATOR' water technologies Ouick4 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 lhs/axle with 12" of cover 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 Connection" which permits turns up to 15-degrees, right or left. lt 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 conf igurations. Maximum Strength lh Quick4 Plus'* Series Size 34"Wx53"Lx12"H (864 mm x 1346 mm x 305 mm) Etfective Length 48" (1219 mm) Louver Height 8" (203 mm) Storage Capacity 47 gat (178 L) lnvert Height 0.6" (15 mm),5.3" (135 mm), 8.0" (203 mm),12.7" (323 mm) Quick4 Plus Standard Ghamber Specifications APPROVED in @ Quick4 Plus" Series Vtr¡iPffi""" Ouick4 Plus Standard Ghamber 12', 34"48" EFFECTIVE LENGTH Ouick4 Plus All-in-One 12 Endcap PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 P|_ACES) 33" FRONT VIEW '18" 8" INVERT SIDE VIEW INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANW (a) The structural integrity of each chamber, endcap and other accessory manufactured by lnfiltrator ("Units"), when installed and operated in a leachfield of an onsite sept¡c system in accordance with lnf¡ltratofs instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanship for one year from the date that the septic perm¡t is issued for the septic system containing the units; provided, however, that if a septic perm¡t ¡s not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercìse Ìts warranty rights, Holder must notify lnf¡ltrator in writ¡ng at its Corporate Headquarters in Old Saybrook, Connecticut withìn fifteen (1 5) days of the alleged defect. lnfiltrator will supply replacement units for units determined by lnfiltrator to be covered by this Limited Warranty. lnfilvator's liability specif¡cally excludes the cost of removal and/or installatìon of the Units. (Ð 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 I/ERCHANTABILITY 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 lnfìltrator. The Limited Warranty does not extend to incidental, consequential, special or ind¡rect damages. lnfiltrator shall not be liable for penalties or l¡quidated damages, including loss of production and profits, ìabor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third pafty. 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 Un¡ts being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set fonh 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 sit¡ng or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by lnfiltrator. This Limited warranty shall be void if the Holder fails to comply wìth all of the terms set forth in this Limited warranty. Further, in no event shall lnfiltrator be responsible for any loss or damage to the Holder, the Units, or any third parly resulting from Ìnstallation or shipment, or from any product lÍability 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 lnfiltrator's installation instructions. (d) No representative of lnf¡ltrator has the authority to change or extend th¡s Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the standafd Limited warranty offered by lnfiltrator. A ìimited number of states and counties have different warranty requirements. Any purchaser of Units should contact lnfiltrator's Corporate Headquaners in Old Saybrook, Connecticut, priorto such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Ouick4 Plus All-in-0ne Per¡scope OUICK4 PLUS ALL-IN-ONE PEBISCOPE (360" SWTVEL) l5"l 12.7" tNVERI 9" W 4 Bus¡ness Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 ' Fax 860-577-7001 1-800-221-4436 www.inf ¡ ltratorwaler,com IN FILTRATOR' water technologies U.S. Patents: 4,759,661; 5,01 7,04 1; 5,1 56,488;5,336,01 7; 5,401,1 1 6; 5,401,459; 5,51 1,903; 5,7.1 6'1 63; 5'588'778i 5,A39,844 Canadian Patênts: 1,329,959; 2,004,564 Olher patênts pending. lnfiltrator, Equal¡zêr, Quick4, and S¡dôWinder arê registered trademârks of lnfiltrator Water Technologies. lnfiltrator is a registered trademad( in France. lnf¡ltrator Water Technologies is a reg¡stered trademark in l/exico. Contour, MicroLeaching, PolyTuff, ChamberSpacer,MultiPort, PosiLock, Quickout, QuickPlay, SnapLock and StraightLock are trademarks of lnfiltrator Water Technologies. Po¡ylok is a trademark of PolyLok, lnc. TUF-TITE ¡s a rêg¡stered trademark of TUF-TITE, lNC. Ultra-Rib is a lradêmark of IPEX lnc' PLUSOs 071 3 O 2013 lnfiltrator Water Technologies, LLC. All rights reserued. Printed in U.S.A tl Contact lnfiltrator Water Technologies' Technical Services Department for a ssistance at 1 -800-221 -4436