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Home My WebLink AboutEngineer's OWTS Design PlanI29 CAINS LANE CARBoNDALE, CO 41623 970.309.5259 CARLA. OSTBERG@GMAI L.COM nnfirlv{:n u['i ;i t 2ti},,tt {-l;.,.i 'r':..f i t'i ".'1l"Y 0Ur,,.."':1.' i :'' "' l ti t"t r't 'itt:)'rr{tl <'{.>;{$t{.II.a.rN{i. September 9,2024 Project No. C1894 Tom Russello tom@russello.net Subsurface lnvestigation and Onsite Wastewater Treatment System Design S-Bedroom Residence 4300 Bear Paw Lane Garfield County, Colorado Tom, CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 35.009-acre property is located outside of Glenwood Springs, in an area where OWTSs and wells are necessary. Legal Description: Section: 17 Township:6 Range: 89 SE. AKA PARCEL 2 GLEN PARK RANCH. EXCEPT A TR OF LAND CONT. 1.5 AC AS DESC IN BLA BK 1271 PG 503. ALSO A TR OF LAND CONT 1.5 AC AS DESC IN BLA BK 1271 PG 503. 35.010 ACRES Parcel lD 2185-17 4-00-1 52 SITE CONDITIONS The property is currently undeveloped. A S-bedroom residence is proposed The residence will be served by a private well on the property. The well is located to the north of the proposed residence and is not shown on the site plan. The well is located greater than SO-feet from the proposed septic tank and greater than 1OO-feet from the proposed soil treatment area (STA). The water line will not come within 2S-feet of any OWTS component. A temporary sewer line will be installed to serve an RV during construction of the residence. This sewer line will cross the water line and must be encased with minimum Schedule 40 sewer line 5-feet on each side of the crossing. See Encasement DetailW3.0/3. The proposed soil treatment area (STA) location has an approximate 20 to 25 percent slope to the east. The proposed area is densely vegetated trees and will need to be cleared. 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. SUBSURFACE The subsurface was investigated on October 12,20:23 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.l t Carla Ostberg holds a Certificate of Attendance and Examination from the CPOWVisual and Tactile Evaluation of Soils Training. Page2 At the time of our visit to the properly there was some confusion about the property boundary. Test Pit#1 was excavated near the proposed building location and Test Pit #2 was excavated on the neighboring property to the west. Additionally, heavy snow and muddy conditions prevented digging additional test pits. We accompanied Kumar and Associates and they focused more on the Test Pit #1 while we focused on Test Pit #2, referenced as Profile Pit in the Kumar and Associates report, Project No. 23-7-564 and findings are documented in a report dated October 30,2023. The materials encountered in Test Pit #1 consisted of dark topsoil to 1-foot, underlain by silty gravelly sand (as described in the Kumar and Associates report) to a maximum depth explored of 8.O-feet. No bedrock or groundwater was encountered. A sample was taken from Test Pit #1 4-feet below grade. Soils consisted ot32o/o gravel, 52o/osand, and 15% siltand clay. The materials encountered in Test Pit #2 consisted of dark brown topsoil to 1 .O-foot, underlain by reddish brown clay loam to a maximum depth explored of 6.5-feet. No bedrock or groundwater was encountered. A sample was taken from Test Pit #2 3-feet below grade. Soils consisted of 1Vo gravel,22o/o sdnd, 42o/o silt, and 15% clay. We have researched soils in the area through USGS Web Soil Survey. The report is enclosed. The area of the proposed STA is identified by map unit symbol 39. The map unit name is Jerry Loam, 12lo 50% slopes. We returned to the property on September 4,2024 to better evaluate the proposed STA and view an additional Test Pit excavated prior to our visit. The materials encountered in Test Pit #3 consisted of dark brown topsoil to 2.O-feet, underlain by medium brown sandy clay loam with a gray clay matrix to a maximum depth explored of 5.0-feet. No bedrock or groundwater was encountered. A sample was taken from Test Pit #3 at 3-feet below grade. Soil structure grade was moderate. The soil formed a ball and a ribbon 1 to 2-inches in length before breaking. Soil structure shape was blocky and consistence was friable. Soil texture was more gritty than smooth. Peds from the clay matrix were extremely firm and more firm. Based on information provided from the available documented resources and our visit to the property, soils appear to be consistent with Soil Type 3, Clay Loam with moderate structure grade. A long-term acceptance rate (LTAR) of 0.35 gallons per square foot will be used to design the STA. Test Pit #1 previously excavated near foundation *..* Page 3 Backfi ll near foundation Road cut mobilizing to dig Test Pit#2 Sieved sample Backfill Page 4 Test Pit #2 (located on property to the southwest) Trench for water line Test Pit #3 Page 5 Test Pit #3 Sieved sample Ribbon 1 to 2-inches before breaking Page 6 Gray clay peds DESIGN SPECIFICATIONS The existing septic tank will be abandoned by pumping the tank and removing it or crushing the top, bottom, and sides and filling in the void with onsite materials. The existing STA will be abandoned in place. Desiqn Calculations: AverageDesignFlow=T5GPDx2people/bedroomx3Bedrooms+150GPD(4thandsthBedrooms)=$9Q GPD LTAR = 0.35 GPD/SF 600 GPD / 0.35 GPD/SF = 1714 SF x 0.8 (pressure dosed, trenches) x 0.7 (chambers) = 960 SF The OWTS design is based on S-bedrooms. An average daily wastewater flow of 600 GPD will be used For the purposes of this OWTS design, Benchmark Elevation at grade 7640' has been established as 100' (Finished Floor). 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 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 will include a 1SO0-gallon, two-compartment Infiltrator@ poly septic tank with an Orenco@ Biotube Effluent Filter followed by a 500-gallon, single-compartment lnfiltrator@ poly pump chamber with an Orenco@ Biotube Pump Vault and an Orenco@ PF3005 pump. Any state-approved concrete or poly septic tanks may be substituted. The floats should be set to dose approximately 65 gallons each pump cycle, allowing approximately 1 gallon of drain back. The control panel for the pump must OWTS Component Minimum Elevation Primary Tank lnlet lnvert Approximate horizontal distance 25' / min. 2o/o fall I min. 6.25" fall Automatic Distributing Valve Approximate horizontal distance 11' I min. 1oh rise I min. 1.375" rise lnfiltrative Surface Approximate horizontal distance 52' to furthest trench / min. 1 % fall to STA / min. 6.5" fall PageT be located within line of sight of the septic tank. An electrician will be responsible for wiring the pumping system and the contractor will be responsible for connecting the plumbing. This office should be contacted for start up of the system to verifi7 its functioning and to perform a squirt test prior to use of the system. Table Effluentwill be pumped through a 1.S-inch diameter pump line from the pump chamber to an Orenco@ automatic distributing valve (ADV), model6605. This pump line must have a minimum 1o/o grade for proper drain back into the tank after each pump cycle. The ADV must be placed at a high point in the system in an insulated riser with access from grade. Screened rock must be placed below the ADV to support the ADV and to assure the clear pipes exiting the ADV remain visible for future inspection and maintenance. Effluent will be pressure dosed through 1.5-inch diameter pipes to five gravelless chamber trenches, each 16 'Quick 4' Plus Standard lnfiltrator@ chambers, for a total of 80 chambers and 960 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. Effluent will be pressure dosed to 1.S-inch diameter laterals, which must be hung with zip ties from the underside of the chambers. Laterals will have 5/32-inch diameter orifices facing up, with the exception of the first and last orifices facing down for drainage. Orenco@ Orifice Shields may be placed under each downward-facing orifice. The orifices must be placed 3-feet on center. Each lateral must end in a 90 degree ell facing up with a ball valve for flushing. Valves may be placed in a valve box, accessible from grade, for access. lnspection ports must be placed at the beginning and end of each trench. Ports may be cut to grade and covered with a valve box for access. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. CBO 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. Dose Range Max = 151 gal. (600 GPD x25o/o + 1 galdrain back) Min. 49 gal. (12 gal x 4) + 1 gal drain back Dose Setting 65 gallons/dose 1 gallon drain back (11' I 1.5" diameter pumo line) Float Separation 500 gallon single-compartment lnfi ltrator@ pump chamber 5" on/off float separation Pump Criteria 14.9 gallons per minute (GPM)16.2 feet total dynamic head (TDH) COMPONENT MANUFACTURER MODEL NO.GOMMENTS Septic Tank lnfiltrator@ tM-1530-2CP 1500-gallon, two- compartment poly septic tank Effluent Filter Orenco@ 4-inch full size Pump Chamber lnfiltrator@ tM-540-HH 500-gallon single- compartment poly pump ohamber with high head pump Pump Orenco@ PF300511 %HP 120 Volt Biotube ProPak Pump Packaqe orencots)tsPP3OIJIJ Vault, Filter, Control Panel idemand dose) Page 8 Construction must be according to the jurisdiction's adopted On-Site Wastewater Treatment System Regulations, the OWTS Permit, and this design. PERMIT APPLICATION INSTRUCTIONS An OWTS Permit Application must be submitted to Garfield Coun$ Environmental Health Department. https://www._qarfield-countv.com/environmental health/filesgcco/sitesl16/QWTS-Applicatiqn-Qomplete- Packet-Deq.-2Q19.pdf. lf the OWTS Permit Application will be submitted with a Building Permit Application, it should be submitted directly to Garfield County Building Department. All questions regarding permit submission can be directed to Garfield County Environmental Health Department, 970-945-661 4 x81 50. INSTALLATION GONTRACTOR 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. Tank Risers and Lids Orenco@ lDouble-walled PVC Risers and Itios (z+" diameter) I ADV Orenco@ v66054 11.5" lnlet and Outlets ADV Riser and Lid Orencoc)lDouble-walled PVC Risers land Lids (30" diameter) Orltlce Shlelds Orenco@ os150 h.5 inch diameter (16 total) Flushing Assembly Orenco@ 1.5" diameter I(2) 45" or 90" long sweep only l(5 total) Chambers lnfiltrator@ 'Quick 4' Plus Standard 180 chambers Page9 REVEG ETATION 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 additionalwater 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. 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. AIIOWTS 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. Page l0 Please call with questions. Sincerely, CBO lnc. Carla Ostberg, MPH, REHS fuA{efut''ell.g IGCROT{K P"0. ,Box r;o CO s1e, z i o.o S7z / &ar*ayf*.rro nk @ * t*] o ok, c ont Revie'wrdBy: Kachayla R. Cronk" F.E. Coloradc License N*. 61440 6lr&0 3 {n fl r?r qt .p & {a{ Pump Selection for a Pressurized System - Single Family Residence Project 4300 Bear Paw Lane Parameters 300 Discharge Assembly Size Transport Length Before Valve Transport Pipe Class Transport Line Size Distributing Valve Model Transport Length After Valve Transport Pipe Class Transport Pipe Size Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses Calculations 1.25 11 40 1.50 6605 5Z 40 1.50 40 1.50 5 64 40 1.50 5132 5 None 0 feet inches inches feet inches feet feet inches feet inches inches feet feet inches feet (uoIL oF (Uo 4 {, o t] ag oF 250 200 150 100 50 0 PumpData 510 15 20 25 Net Discharge (gpm) 30 35 40 Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential lsvlast Orifice Transport Velocity Before Valve Transport Velocity After Valve Frictional Head Losses 0.68 22 14.9 1 J. I 2.4 2.4 gpm gpm % fps fps Loss through Discharge Loss in Transport Before Valve Loss through Valve Loss in Transport after Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses Pipe Volumes 1.6 0.2 5.4 0.8 0.0 0.4 0.0 0.0 feet feet feet feet feet feet feet feet 0 Vol of Transport Line Before Valve Vol of Transport Line After Valve Vol of Manifold Vol of Laterals per Zone Total Vol Before Valve Total Vol After Valve )quirements 1.2 5.5 0.0 o.6 1.2 12.3 gals gals gals gals gals gals PF3005 High Head Effluent Pump 30 GPM, 1/2HP 1151230V 1@ 6OHz,200V 30 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 23oV 1A 60H2, 200/460V 3A 60Hz PF3010 High Head Effluent Pump 30 GPM, 1HP 230V 1O 60H2, 200/460V 3A 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1t2HP 23OV 1O 6OHz,2OOl23Ol460V 3@ 60Hz gpm feet sY:.t1{i1.{rlw System Curve: - Pump Curve: * Pump Optimal Range:- Operating Point: \J Design Point: 14.9 to.z ;? 764{ *- i TP 1 1 i" **:*rbdu' \ \ \ --\.1d++\ %i 5' Y "sHMARK - 7 638.s', -\J I ROPOSED 5-BEDROOM RESIDENCE \\ \\\ 1" \ \ l \t'n 1 1,t \ \ \ SEPTIC TANK \{ 1 1 STA \ 1 {\3 it 1 \_u TP2+ .1 THE LOCATIOI NOT THE RESI ARE APPROXI ENSURE ALL ( ARE ACCURA- SHOULD BE C FOR PRINTINC A SITE PLAN l- = 5O-O- ROPERTY LINE t t 1 II \,1 "o \tn I \l \- 1 ! \l \l "" \ \t'_ t \1 1.. . \ t' \ l I ! \ 1 i \) i I I I t t r PROPOSED 5-BEDROOM RESIDENCE BM 100'= FF 7640' 1 MIN 2% FALL TO T 1 1 \ \ \ ANK \ t 1 t 1 ilENT SEPTIC TANK WITH AN EFFLUENT fLLOWED BY A 5OO GALLON PUMP )O PUMP PACKAGE, )E i\ 1\ \ \ \ \ \ \ i 1 I \ \ \ \ \FLUSHING VALVE AT END OF EACH LATERAL I I I ] I I \ I \ t 1 I \ E 5'EACH SIDE itNG (SEE tL) \\ .35 SEWER PIPE VITH CLEANOUT ]ONSTRUCTION , FALL TO TANK) \\tr! ll l'1 :\ t\ ;1j1:i I 1 1 I I t i t 1\ \ 1 \ 1 1 i 5 TRENCHES EACH WI- CHAMBERS = 960 SF 1.5" DIA SCH-40 PVC St oRtFlcES 3'O.C. FACTN DOWN FOR DRAINAGE 4' DIA SDR-35 INSPI isecrNNrNrc AND EN WATER SPI \ 1 i I I tI \/ "-tJ "**n o' C\ \ C\ \ \ \ 1.5" DIA SCH-40 PUMP LINE. (MlN 1% DRAIN BACK TO TANK) u"\t ADV MODEL 6606 AT HIGH POINT, ACCESSIBLE AT GRADE EXISTING SEPTIC TAN TO BE ABANDONED Y \ \ \t I I I 1 f J I ! \ \ 1 Ij i j / I \ \ \ \ --.'nt \ \ \ 1.5' DIA SCH-40 DISTRIBUTION LINES TO EACH TRENCH j t \'r - - t t t!I.L__l _.__L \PROPOSED OWTS 1' - 2O-0' ROPERTY LINE 4' DIA SDR-35 SEWER LINE MUST REST ON BOTTOM OF ENCASEMENT PIPE SEALANT HOLE DRILLED IN END CAP MUST ONLY BE LARGE ENOUGH TO ALLOW SEWER LINE TI FIT THROUGH 24'MtN 3" MtN. NfrBru 10. DIA\ LID '1.5' PVC ADAPTE 1.5" DtA 1.5' DtA 90'ELB( CHAMBI 1.5" DIA LATERA vt rtrL GRAVELLESS'QUICK-4' CHAMBER (a' x 3') :CTION PORT END OF EACH TRENCH - IN A 90' LONG ING UP WITH A ,LVE BOX ADE MBER TRENCH PLAN NOT M SCAE UNDISTU SOIL 'min. ITH ZIP.TIES TO =RS 1.5- DIA SCH-40 DISTRIBUTION LINE TO EACH TRENCH 1.5" DIA SDR-35 PUMP LINE FROM PUMP CHAMBERS ADV WITH ACCESS AT GRADE PIPES PLACED IN TOP PORT OF CHAMBER END PLATES 2 DISTRIBUTION LINES TO OTHER TRENCH (5 TOTAL) 1.5" DIA SCH.4O PVC SUSPENDED LATERAL WITH 5/32- DIA ORIFICES AT 3' O.C. FACING UP. FIRST AND LAST ORIFICES FACE DOWN WITH AN ORIFICE SHIELD FOR DRAINAGE . DIA SDR-35 INSPECTION PORT 2'min GRAVELLESS'QUICK-4' CHAMBER (a'x 3') SCARIFY SURFACE FINISHED GRADE 4" DtA SDR-35 SEWER L|NE (MtN 2% sLoPE TO TANK) SCREENED ROCK ORSAND FOR BEDDING \y INSTALL FLUSHING VALVE ECCENTRIC TO CENTER OF VALVE BOX 4 8" MtN. A TRENCH DETAIL AX FIl 16 CHAMBERS / TRENCH 3' III III BACKFILL ON A FLUSHING VAL\E DETAIL rvffi SIDENGE )OM x 3 BEDROOMS + 150 cPD (4th and sth BEDROOMS) iPD VIPARTMENT POLY SEPTIC TANK FOLLOWED BY A sOO-GALLON, -Y PUMP CHAMBER WITH AN ORENCO PUMPING SYSTEM \): IATE (LTAR) = 0.35 GAL/ SF = 600 / 0.35 = 1714 SF )SED, TRENCHES) X 0.7 (CHAMBERS) = 960 SF MIN. 80 'QUICK 4' CHAMBERS f. 1 SOIL PROFILE TEST PIT NO. 1 SOIL PROFILE TEST PIT NO,3 )PSOIL DARK BROWN TOPSOIL DARK BROWN TOPSOIL REDDISH BROWN CLAY LOAM, MORE DENSE BELOW 3.5' IAVELLY SAND ShP I IC IANK IO WELL SEPTIC TANK TO WATER COURSE STA TO HOUSE STA TO WELL STA TO WATER COURSE 50' 50' ASETBACK CHARI 20' 100' 50' 1{(\7 SLIP-ON PVC CAP DO NOT GLUE INSULATED TRACER WIRE 4" DIA SDR-35 SEWER LINE TO TANK MEDIUM BROWN SANDY CLAY LOAM WITH GRAY CLAY MATRIX PROPOSED FOUNDATION I REPORT \R AND ASSOCIATES REPORT 3, PROJECT NO.23-7-564 A SOILS LOG ELEVATION 7647' NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION LOCATED ON PROPERTY TO THE SOUTH LABELED PROFILE PIT .I ON KUMAR REPORT COMPACT SOIL BASE TO SUPPORT BOX USE HOLE SAWTO CUT THRU TOP /\ LEGEND F topsoil m silty gravelly sand n clay loam l{oT ro sc lE OF END PLATE A INSPECTIO t ao o R =+ R Soil Map-Rifle Area, Colorado, Parts of Garfield and Mesa Counties N4 2Bm 2m0 m4 n7w m 298@ m1n 2S1& m m0 m1n 2S180 Map Scale: 1 : 2,910 if pnnted on A landscape (11" x 8.5') $eet. ,Meterc0 40 80 160 24 tu€t01m2mffi6m Map pojection: Web Mercator Comer @ordinabs: WGS84 ftge tics: UTM Zone 13N WGs4 MN M 39" 32 o', N ft e ff e E E q o H I s 10t12t2023 Page 1 of3 390 32'0'N o s fi s e I M BI $ q o E t 60- R t + N N A 2S54O Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 390 31'47' N il$nA5 2Sm 2S60 MN M 39D 31'47', N Natural Resources Conservation Service Soil Map-Rifle Area, Colorado, Parts of Garfield and Mesa Counties Web Soil Survey National Cooperative Soil Survey 10t12t2023 Page 2 of 3 MAP LEGEND MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and Mesa Counties SurveyArea Data: Version 16, Aug 22,2023 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 25, 2021-Sep 5,2021 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Area of lnterest (AOl) Area of lnterest (AOl) Soils :] Soil Map Unit Polygons F"*d Soil Map Unit Lines tr Soil Map Unit Points Special Point Features tS Blowout Bl Borrow Pit H Clay Spot * Closed Depression ffi Gravel Pit ^J- Gravelly SPot # Landfill iL Lava Flow dS Marsh or swamp & Mine or Quarry & Miscellaneous Water ffi Perennial Water q# Rock Outcrop + Saline Spot :-: sandy Spot .ffi" Severely Eroded Spot S Sinkhole s, Slide or Slip M Sodic Spot ffi Spoil Area * Stony Spot fl* very Stony Spot $ Wet Spot ,jt Other .- Special Line Features Water Features . Streams and Canals Transpoftation 1-p1 Rails |Fr# lnterstate Highways i.4;i US Routes Major Roads Local Roads Background : Aerial Photography U$PAY . Soil Map-Rifle Area, Colorado, Parts of Garfield and Mesa Counties Map Unit Legend Jerry loam, 12 to 50 percent slopes 9.2 28.2o/s39 23.3 71.8o/o42Lamphier loam, 15 to 50 percent slopes Totals for Area of Interest 32.5 100.0% USD{r Natural Resources Conseruation Seruice Web Soil Survey National Cooperative Soil Survey 10t12t2023 Page 3 of 3 UT ?4, HE RD 14 lnEl\t E- J,UU+J+3 Yy. ALUI\i .)AlU LltllC.t\Ll Llr\L, lt ulJlhl\ul ur czr.rJ FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINING 35.01 ACRES, MORE OR LESS. PAR,EgL 11. GLELFARK RANCH A PARCEL 0F LAND SITUATED lN IHE NE1/4SE1/4 AND lN THE SE]/4SE1/4 0F SHCIION 20, TOWNSHIP 6 SOUTH, RANGE 89 IYEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STA]E OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED A5 FOLLOWS: BTOINNING AT THE SOU]HEAST CORNER OF SAID SECT]ON 20. A B.L.M. ALUM|NUM CAP STANDARD M0NUMENT; THINCE N.B8'09'15"W. AL0NG THE SOUIHERLY LINE 0F sAlD SECTI0N 20, A DISTANCE 0F SJ5.05 FE[T; THENCT N,00:00'00"E. A DISTANCE OF 2330.32 FEET; THENCT N.$0'00'00"8. A DISTANCE OF 668.28 FEET TO THE TASTERLY LINE OF SAID SECTION 20; THENCE S.OO'49'05,W ALONG SAID EASIERLY LINE, A DISTANCE OF 2J51].02 FEET TO THE POINT OF BECINNING. SAID PARCEL CONTAINING J5,01 ACRES, MORE OR LESS. PARCEL 12. GLEN PARK RANCH A PARCEL 0F LAND SITUAIED lN THE NE1/4Sr1l4 AND lN THE St1/4S81/4 OT $ECTION 20, TOW{SHIP 6 $OUTH, RANGE BS WEST OF THI SIX]H PRINCIPAL MERIDIAN, COUNTY OF GARTIELD, STATE OF COLORADO, SAID PARCEL EEING MORE PAR]ICULARLY DESCRIBED AS FOLLOWS: BEGfi.INING AT THE SOUIHERLY LINE OF SAID SECTION ZO, WHENCI THE SOUTHEAST CORNER OF SAID SECTION 20, A B.L.M. ALUM1NUM CAP STANDARD MONUMTNT BEARS S.88T9,15''E. A DISTANCE OF 635.05 FEET: THENCE N.88.09'15''W, ALONG SAID SOUI-HERLY LINE, A DISTANCE OF 671,J7 FEHT TO THE EAST SIXTEENTH CORNER AT THT SOUTH LINE OF SAID SECTI0N 20; THTNCE N.00'40'31"E, ALONG THE NORTH-SOUIH CENTERL1NT OF THE SE1/4 OF SAID SECTION 20, A DISTANCE OF 2508,86 FEET; THENCE N,90"00'00'E. A DISTANCH 0F 643.81 [EET; ]HENCE S.OO'OO'OO'8. A DISTANCE OF 2330,32 FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINING 35.01 ACRES, MORE OR LESS. PARCEL 14,_SLEN PARK RANSH A pARcEL oF LAND STTUATED rN THE SW1/4NE1/4 AND rN lHE NY{1/4SE1/4 OF SECTION 20, TOWNSHIP 6 SOUTH, RANGE &9 WEST OF THE SIXTl.i PR1NCIPAL MERIDIAN, COUNTY OF GARNTLD, STATE OF COLORADO, SAID PARCEL BEING MORE PARNCULARLY DESCRIBED AS FOLLOWS: BEGINI,IING AT THE CENTER QUARTTR CORNER OF SAID STC.IION 20, A RESAR AND ALUM|NUM CAP, PLS S 290J0; THENCE N.00'31'59"8. ALONG IHE NORiIH-SOUTH CTNTERLINE OF SAID SECTION 20, A DIS]-ANCE OF 1024.98 FEET; THTNCE N.90'00'00"E. A DISTANCE 0F 1J14,7S FEET T0 THE NORTH- SOUTH CENTERLINE 0F THE NEl/4 oF SAID SECTION 20; THENCE s.00'J7'52"try, ALONG THE N0RTH-SOU]H CENTERLINE 0F THE NE1/4 0F SAID SECTION 20, A DISTANCE 0F 295.04 FEET; THENCE N.90t0'00"E. A DISTANCE OF 186.87 FEET; THENCE S.14'08'25"W A DTSTANCE OF 799.92 FEET TO THI SOUTHEAST SIXTEENTII CORNER OF SA!il SECTION 20, A REBAR AND ALUMINUM CAP, PLS # 29030; THTNCE S.00'40'J'1"W ALONG "tHE NORTH-S0UT|-| CENTERLINE OF tUE SE1/4 0F SAID SECTIoN 20, A DISTAI.ICE oF 54..87 FE[T; IHENCE N.90"00'00"W. A DISTANCE 0F 1J1Z,B7 FEET To THE NORTH-SOUTH CENTERLINT oF SAID SECTION 20; THENCE N.CI0'31'59"8. ALONG SAID CTN]ERLINE A DISTANCE OF ts0.S4 FETT TO IHE POINT OT RFn|hthilhrc. eAtn DAFtltrr nnNTAtNill\lc 3.q n1 acRFq M{}RF fiR lF-ss ]f{lu I(E-IIL rl(urr.f\ I T lu DE L.ltlu lJU ir JUDUTVTULUI nr\U rL^r rtru uv rv PARCEL$ AS SHOWN HEREON AS GLEN PARK RANCH PARCETS AND BY ]HE! PRESENTS DO HEREBY DEDICATE AND SET APART ALL OF THE ROADS AS N, EXCLUSIVE RIGHTS OF WAY AND EASEMENTS, 50 FEET IN WDTH, AS SHOWN THT ACCOMPANYNG PLAT FOR UNDERGROUND UJILITY AND ACCESS PURPOS $OLELY FOR lHE PRIVATE USE OF lHE OWNERS OF LOTS IN THIS SUBDI\{S( TOGETfTER WfTH THE 0WNERS 0F THI W1/2 Dr Sffi/4 0F SECI0N 17 AND NW1/4SE1/4 OF SECTION 20, ALL IN TOWNSHIF 6 SOUIH, RANGE Bg WEST I THE 6TH P.M. AND DO ruRIHER STATE ]FIAT THIS SUBDIV}SION SHALL BE SUBJECT TO THE DICLARATION OF PROTTCTIVE COVINANTS FILED AND RIC( IN THE OFFICE OF THI CLTRK AND RECORDER OF CARFITLD COUNTY, COLOR ON AUGUST 17,2000, IN BOOK 1202 AT PAGE 477 AS RECEPTION NUMBER 567854. IN \TITNESS W}"IEREOF $UBSCRIBED 1HIS S HAVE CAUSED ]HEIR NAMES TO BE HER DAY OT SEPTEMBER 2OOO, GLEN P LIMITED COMPANY, A LIABI ANY. BY: MANAGER STA]E OF COLORADO COUNTY OF GARFIELD THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BHFORH ME THIS -DAY OF SEPTIMBER 2OOO, BY JEFFREY B, CARLSON AS MANAGER OF GLEN RANCH LIMITED IIABIIITY COMPANY, A COLORADO UMITED LIABILITY COMPANY. SAID OVIhIER )) **. ) t P 40F ioF {E :E OF !?ITNESS MY HAND AND OFFIC1AL SEAL '1i"i\'- MY cOMMlSSlON EXPIRE$r r:' 'i ,,' .' u^_.i *..' ./(.,,1_. ,NOrARy PUBLIC,! Notes 1) BIARTNGS SH0W{ HEREoN ARE RELAT}VE T0 A BEARINCI 0F S.8g3s'06"E. BHTWTEN THE CENTER QUARTER CORNTR MONUMENT OF SECTION 17, AND THE EAST QUARTER CORNER MONUIITNT OF SECTION 17, TOI,IINSHIP 6 SOUTH, RAN( 8S V{EST, BOTH MONUMENTS BTING B.L,M ALUMINUM CAP STANDARD MONUMEN FOUND }N PLACE. 2i THIS LAND SURVEY PLAT DOIS NOT RIPRESENT A TtTtt SEARCH By RIVER CITY SURVEYS, L.L.C, TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. ALL |NFORMATION SHOWN HEREON REGARDTNG OWNERSHIP, EASHMENTS AND O: ENCUMBRANCES OT RICORD WAS OBTAINED FROM, AND IS SUBJECT TO 'I]ILE COMMITMENTS PROVIDED BY LAND ']'ITLf, CUARANTEE, ORDER NO. GW232945, DA]ED DECEMETR 50, 1999, AND ORDER NO, GW234305, DATED JULY 21, 2OO 3) AT THE OY{hIERS' REQUEST, THE EASEMENT FILED AND RECORDED IN THE OFFICE OF lHE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, ON a-nT-rrn-h o? rno? rrr Dn^t/ 4zd l? nI-E zn4 tc ttnT eunrmf (JrDrn[l 1/+ e0 i I I I$ u z. I Z,UJrn c)--o -F6- cD:!o='frd Nrqq qr\Ea 1ffi4"lg s"'&,#w"oo"ogw f,Sfear f Ngrootromt ..-_E-S._pq[edine of theIrrr/+ sed. 20 "*- /8fr3 East-West Centerli f#f6"4,5 $rf N * $\)$ $ s $ \oo h)o $il fr /-.'t,'ri "?r*"ln r: ' ()l.'"' t'1 trl*r. t\ {} I"\'- n { ,,i 4 h 6' &, H e N r{ sr 4, zo Iuloc J Oo s f.t' .{-i}- AI 4 Cor .{p s" i f 5 ?,, f-rt '>.:::--. t I ' \pV.- aP,{.5-. '.r'f .i} ,Lr'., \. r o.'ru !-.t*--,./t \.i 1r\,,:,f-'t '\,r'" i,.s/ ,i '1,,.*1_.-.c ,vF 1 {u/ j i faf4.79' N * 1rt'tsl {rom Greothouse & Hosson, Book 1 poo$pslo sq R hq H ffi e0\ s.* F.'" $ d.& $ q ,'' Nw"oo'M'r #4e5.Af s tE-q 'lurs3 pDou .t if l 'r'-d,' /)t4-\,tf G t4l;,.4, 51 6l'12124,4:38 PM Garfield County, CO qPublic.net - Garfield County, CO - Propedy Record Card: R006604 Summary Account Parcel Property Address Legal Description Acres Land SqFt Tax Area MillLevy Subdivision Assessed Values Assessed Year Land Assessed lmprovement Assessed Total Assessed Tax History TaxYear Taxes Billed Sale Date 4/2t/2023 4/79/2023 4/19/2023 10/4/2019 70/22/2008 7/20/2001 7/20/2007 7/20/200r 8/17/2000 8/17/2000 7/3t/2000 7/3t/2000 Reception Number 9t)524:t ?1J524,2 ?s5243 *1 5S4?:'e ?8{i}7,8 58/+V7] 567?,'35 je7,A34 542$9 +{714r4 R006604 274577400152 , GLENWOODSPRINGS, CO 81601 Section: 17 Township: 6 Range: 89 5E. AKA PARCEL 2 GLEN PARK RANCH. EXCEPTATR OF LAND CONT.1.5 AC AS DESC IN BLA BK 1271 PG 503. ALSO ATR OF LAND CONT 1.5 AC AS DESC IN BLA BK 1271 PG 503.35.010 ACRES 35.009 0 8 73.2960 Owner R u s$r"!-"[o. cq.N q:aryc€ e ElQk]as 1802 BLUE MARBLE TERRACE SE LEESBURG VA 20175 Land UnitType 35 ACTO L/T 100AC-0550 (VACANT LAND) Square Feet 0 Actual Values Assessed Year Land Actual lmprovement Actual Total Actual $o.oo $180,000.00 20.24 $zos,ooo.oo $0.00 $205,000.00 2024 gsT,roo.oo $o.oo $s7,200.00 2023 $2os,ooo.oo $o.oo $205,000.00 2023 $si,zoo.oo $o.oo $s7,200.00 2023 $4,192.52 2022 $19s,000.00 $o'oo $195,000.00 2022 $56,550.00 $o.oo $56,5s0.00 2022 $4,553.40 2021 $19s,OOO.OO $o'oo $19s,000.00 2021 $s6,s50.00 $o.oo $s5,ss0.00 2021 $4,496.40 Book - Page t27t-503 t27t-502 t27t-507 7202-505 1202-477 rt99-972 7799-970 2020 $180,000.00 2020 isz,zoo.oo $o.oo $s2,200.00 2020 $3,92A.28 Sale Price $sso,ooo $o $o Click hsr-e r$ v;ew ni! Tr eilucffidehiilg Transfers Deed Type SPECIALWARRANry DEED CORRECTION WARRANTY DEED CORRECTION WARRANry DEED WARRANry DEED WARRANryDEED BOUNDARY LINE ADJUSTMENT BARGAIN AND SALE DEED BARGAIN AND SALE DEED WARRANry DEED DECLARATION BOUNDARY LINE ADJUSTMENT WARRANry DEED 94,000$ $o $o $o $o $o $o $o $2o,ooo https:iiqpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381 &PageTypelD=4&PagelD=9447&Q=6039361 57&KeyValue=R006604 112 6112124,4:38 PM qPublic.net - Garfield County, CO - Propefty Record Card: R006604 Reception Number " B"9o!-Pgqe o978-0183 o8t5-o762 0815-0761 o474-0357 tle--Djjg 5/13/1996 SPECIAL WARRANry DEED 10/78/7991 10/t8/7991 3/28/1978 Property Related Public Documents cLck::ffie:ytewlrorsgyjsleted*eudis-bus# Photos No data available for the following modules: Buildings, Sketches. ir r{t:;"il;l:- il:ir i.:r:r;a;t*i.a. ! il *it:';r..i:{:::, a(::'r+ii:-;ci r:r i:t l:iir::ti ::r l'i:: ;:,1,: ;irlr d llr, : i rc ..i:r r.i i,t r.::ti. :i r- - r , ,. -f :r.: r:: ,-;r r,rr r.r rl I -Q"s.cj"-*Lly"asvjsliry i €F,",f.t"f"t"iv"asv".Nsgis*. ksL.[t"+.i"g U.ptpad] 6112/2Q3{". X?";1"&.49-A M Deejl.Type Sale Price WARRANryDEED wanier{rvoeeo AGREEMENT 4?301q 42S_381 428380 2993i0 $o $120,000 $o l- ll !l.l: Lil . :; ()Fslm$st https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=603936157&KeyValue=R006604 212 G)qPublic,net'* Garfi eld Cou nty, CO Account Number Parcel Number Acres Land SqFt Tax Area 2019 Miil Lew R006604 2!8517400152 J5 o oo8 73.2960 Physical Address Owner Address 0 GLENWOOD SPRINGS RUSSELLO, CONSTANCE & THOMAS 1802 BLUE MARBLE TERRACE SE LEESBURG VA 20175 2019 Total Actual Value Overview -*f Legend I Parcels Roads Parcel/Account Numbers Owner Name Lakes & Rivers * County Boundary Line $205,000 Last2Sales Date Price 4/2t/2023 $3s0,000 7O/4/20t9 $194,000 81601 D ate cr eated: 6 / 12 / 2024 Last Data Uploaded: 6/72/20242:72:48 AM Deve I o oed bv{i$ Ff}r*g1{ f f Item # Itl-{580-2CP {53O GaIIon Two Gompartment lnflltrator@ Poly Tank 6 T TANKTOP HALF CONTINUOUS EI.ASTOMETRIC GASKET 175.6"TANK INTERIOR SEAM CLIP (86)TOP VIEW AlJGtllGlilT DO'YEr(18)TANK BOTTOM HALF 24f ACCESSPORT WITH LOCKTNG LrD (3) Tail,ndugpp.rc @ uto+ercnr SEAM sEcroN DETATL OUTLETTEE TOTALVOL lx3TOTALVOL ,5" stDE vtEw SEAM CLIP . Compliont with CSA ond IAPMO Stondordsr PVC risers ovoilobler Secondory sofety screen ovoiloble with PVC riserr Moximum buriol depth is 48"r Minumum buriol depth is 6"o Tonk is not roted for vehiculor troffic loodingr Exterior of monhole cover includes the following worning: "DANGER DO NOT ENTER: PO|SON GASES" LIFnNGSTRAP crYHcAL) END VIEW {ifr,,,,$*r,s*" rtttAtotJIge6lG. o o <EOrD o o ra- O E' FIBERGI.ASS SUPPORT 1 I SLOT Digging Specs lnvert Dimensions Net Weight Net Workino Cooocitvlst Comp.2nd Comp.Totol 16' Long x 7' Wide 43" below inlet lnlet 47" Outlet ++" Length 175.6" width 61.7" Height 54.5"501 lbs.1006 gol 503 9ol 1509 9ol Fil: tt,!g) ffi?rzT BHE\ffi' CO&A'! ffibrh wrw.vallqprud,sstff: Webr&axF&.ro"fi7 o W PRECASfrInc. o Syslqne r Produde r Sewlce Residential Biotube' Eflluent Filters Applications Our patented 4-in. (1O0-rirm) Biotul-rc Ellluerrt Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filter,s are ideal for residential septic tanks and have a lifetime warranry. They prevent large solids from leaving the [ank, drarnatically improving wasrewater qualiry and extending the life of residential drainfields. 4-in. ( I 00-mm) Biotube Jr. (4-in. Biotube cartridge auail- able separate[r as Insert Fiher) 4-in. (l00tnm) Biotube Effluent Fiher t f-in. (200-mm) Base Inlet Fiber 4-in. (100-mm) Insert Fiber w 1 Orenco's superior effluent fhers resist cloging bexer than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Efluent Filrer prouides 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 f bering capacity than the full-sized f hers soiri by orher manufacrurers. For tanks u,ith existing outiet tees, the Biotube insert Fiiter is ideal. And for low-prulile tanks, there's the Base Inlet Fiber. ' Covered by patent numbers 5,492,635 and,4,439,323 To 0rder Call your nearest Orenco Systems@, Inc. distributor. For nearest distribu- tor, eall Oreneo at 800-348-9843 or so ro www..orenco.com and click on "Distributor Locator. " APS-FH Bev.3.4 @ 1lfi0 0renco SystemstD, lnc. Standard Features & Benefits . 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 0ptional Features & Benefits . AIarm available, to signal the need for cleaning o Flnrar mndr rleiinn discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time . Custom and commercial sizes available 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-proo{ construction, to ensure long life Lifetime warranty a a a a 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 suface for filtering. Particles larger than the Biotube's mesh are prevented from leaving the tank. Orencc*ysterus" Incoiparal*d (lta*gixgtfuVaj t*e wrt'kl !)n$ w#tl(il4rff" tU!\ttru.Of$ttStt"f 3ll'! .u ; f\** *- Cadridge height:28" and 36" are standard Housing height:36" and 44" are standard Filter diameter (inches) W = fits Type 3034 oullel pipe S = fits Schedule 40 outlet pipe = 1/8" filtration = 1/16" filtration Biotube effluent filter series 8-in. Biotube Filter (base intet modet) Nomenclatures 4-in. Biotube Filter (standard) FT! !04II FT! 08 22-148 0ptions: Blank = no optionsM = flow modulation plaie installedA = float bracket attached ---r-- I oPtions:A = float bracket FS = 2" outlet oriJice FSo = 2" outlet oriJice and overflow plate. Base inlet model Cartridge height: 14" standard Housing height: 22" standard Filter diameter (inches) Blank P . Also available with coupling and sleeve as a "kit": FI-OVERFL0WKIT 4-in. Biotube JL (includes cartridge and housing) FTJ 04 18 0ptions: Blank = no optionsM = flow modulation plate installedA = float bracket attached Caftridge height (inches) Filter diameter (inches) W = fitsType3034outlettee S = fits Schedule 40 outlet tee = 1/8" filtration = 1 /1 6" filtration Junior series Biotube e{fluent filter series 0B =8" Blank = 1/8" filtrationP = 1/1 6" filtration Biolube effluent filter serles lnsert -T-I For customired oplions (e.9., NC indicates North Carolina regi0ns) Blank P 4-in. Biotube Filter Inseft (carridse onty) FT iI04 1B -n-E W = fits S = fits Type 3034 outlet tee Schedule 40 outlet lee Cartridge height (inches) Filter diameter (inches) Blank = 1/8" filtrationP = 1 /1 6" filtration Biotube effluent filter series Distributed By: 4-in. Biotube Effluent Fiher Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube@ filter ca rtridge Solid base Filter housing 4-in. Biotube Jr. Tank wall Riser wall V Item # IH-E{G llH lU€40 lnflltrator$ Poly Tank wtth l{lgh llead Pump - UVldtr 81.7 End View TAIIKTT lUtF csmxrqrBqAg(Ef TAI,IK INTERIOR sEAilCLP 54.d AUE{IEIT D(TEL TA}IKBOTITII HAtf SEAilCUP (rY"rcAL) UFnNOSIRAP (IY"|cAL) Mid-Height Seam Section Wrcc Pild Section View Dbcomed Vdno o 54.6F DESIGN NO]ESr Compliont with CSA ond IAPMO Stondordsr Secondory sofety screen ovoiloble with PVC Riserr Delivered complete with internol piping o Moximum buriol depth is 48"o Minimum buriol depth is 6"r Tonk is not roted for vehiculor troffic loodingr Exterior of monhole cover includes the following worning: "DANGER DO NOT ENTER:POISON GASES" lfiilt I/oIE TAI'<, ErTENR YTDNI ts A'.7 'Son&o a ntnds watlable for nalnfutancp.' ffirrrr**tR[] iiltAntilrG. ElrtlEl-u--o Digging Specs lnvert Dimensions Net Copocity Weight 5' Long x 6' Wide 47" below inlet invert lnlet 47" Outlet 61" Length 64.9" width 61.7" Height 79.6"552 gollons 369 lbs wff&trbrebrrgfrarn r Produde InG. r Ssvlce gngl lorc?ot affico'ru'$7 F.O. Bqg05 ru; Frg) grrigm BsslEsg{ztl ttrlrlhwww.Wffi:wffi, Double Walled PVG Riser & Lid Options Poly Lid (Static load bsbd b 50m bs). Skid rwistance surfiace. Avallable in green. Highest level of UV Probction induded. lncludes a bam gasket br alrtight and wabrti g ht appl icalions. lncludes squaro drive sct€l,us b discoumge unauthorized erffy. lneulation panels achieve R-10 insulation nating 2'ot Standad Orenco @ DuraFibern Access Lids (FLD) Not recommended fur vehicularffic ?4'and 30" Diamebrco Solid, resin-infused fiberglass oonsfruction. 20,000-lb breaking sfr€ngtto Standard gr€en or brown mlors. Avaihbb with or without urcffiane lid gasketo Available with ca6on filhationo 4 stainless steelf,athead socketcap scr€lrurs & ho< key wendro lnsulabd lids available - 2'on4' ffiWDouble Walled PVC Riser . Available in24r and 30' Diamebr. Cut b lengilr. Sold in +l- T incramenb. Must be cut botrileen ribe F* ft19) ffilBgr HHE\8b,S81211 ilhbrlb: w*w.vaffeprccd.unffi: Wfir& P.O;ffi o ffiE0o.ru.ert? ffiffierne. r $ygtam r Hoduds r$srulc .rffi .F|ffiET,EF#I..YffiI Biotube@ ProPak Pump Packa gerul 60-Hz Series Pump Packages Control panel General Orenco's Biotube@ ProPaK" is a complete, integrated pump package for filtering and pumping effluent from septic tanks. And its patented pump vault technology eliminates the need for separate dosing tanks. This document provides detailed information on the ProPak pump vault and filter, 4-in. (100-mm) 60-Hz turbine effluent pump, and control panel. For more information on other ProPak components, see the following 0renco technical documents: . Float Switch Assemblies (NSU-MF-MF-1) e Discharge Assemblies (NTD-HV-HV-I ) . Splice Boxes (NTD-SB-SB-1) o Erternal Splice Box(NTD-SB-SB-I) Applications The Biotube ProPak is designed to filter and pump effluent to either gravity or pressurized discharge points. lt is intended for use in a septic tank (one- or two-compartment) and can also be used in a pump tank. The Biotube ProPak is designed to allow the effluent filter to be removecl for cleaning without the need to remove the pump vault or pump, simpli- fying servicing. Complete packages are available for on-demand or timed dosing sys- tems with flow rates of 20, 30, and 50-gpm (1.3, 1.9, and 3,2 Usec), as well as with 50 Hz and 60 Hz power supplies. Standard Models BPP2ODD, BPP2ODD-SX, BPPSOTDA, BPP3OTDD-SX, BBPPSOTDA, BPPsOTDD-SX Product Gode Diagram BPP t It External splice box (0ptional; internal splice box comes standard.) Riser lid (not included) Float Riser (not included) Discharge assembly Pump liquid end Pump motor bracket Support pipe Pump vault Float stem Floats Float collar Vault inlet holes 4-in, (100-mm) turbine effluent pump Biotube@ filter cartridge t- Standard Blank = meter & counters Pump flow rate, nominal: 20 = 20 spm (1.3 Usec) 30 = 30gpm(1,9Usec) 50 = 50Spm(3,2Usec) Biotube@ ProPak* pump vault options: 57-in, (1 448-mm) vault height, internal splice box, standard discharge assembly 68 in. (1727 mm) vault hcight external $plice box cold weather discharge assembly drainback discharge assembly cail loL:k non-mercury float 68 SX CW DB 0 MFV Control panel application: DD = demand-dosing TDA = timed-dosing, analog timer TDD = timed dosing, digital timer, elapsed time Biotub9 ProPakrM pump package clmponents. Orenco Systems@ Inc.,814 Aini,ay Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541-459-4449 . wwworenco.com NTD-BPP-1 Rev. 1 .2, @ 08/1 4 Page 1 of 4 ProPaK" Pump Vault Biotube@ Filter Gartridge Materials of Gonstruction Materials of Construction Vault body Polyethylene Filter tubes Polyethylene Support pipes PVC Cartridge end plates Polyurethane Dimensions, in.Handle assembly PVC A - 0verall vault height 57 (1448) or 68 (1727)Dimensions, in. (mm) B - Vault diameter 17.3 (43e)A - Cartridge height 18 (457) C - lnlet hole height 19 (475)B - Caftridge width 12 (305) D - lnlet hole diameter (eight holes total)2 (50)Performance E - Vault top t0 support pipe bracket base 3 (76)Biotube@ mesh openinq 0.125 in. (3 mm). F - Vault bottom to fifter carlridge base 4 (102)Total filter flow area 4.4tf (0.4 n\ Total filter surface area '14.5 ft'z (1.35 ml Maximum flow rate 140 gpm (8.8 Usec) -0.062-in. (1.6-nm) filter mesh available D AC 'l B-i proPakrM pump vault (shown with Biotube filter and effluent pump) BiotubP filter cartridge (shown with float switch assembly) NTD.BPP-1 Rev. 1.2, @ 08/14 PagB 2 of 4 E T I A -tB 0renco Systems@ |nc.,814 Ainuay Ave., Sutherlin,0R 97479 USA . 800-348-9843 r 541-459-4449 . wwworenco.com 4-in. (100-mm) Turbine Etfluent Pumps Orenco's 4-in. (100 mm) Turbine Effluent Pumps are constructed of lightweight, corrosion-resistant stainless steel and engineered plastics; all are field-serviceable and repairable with common tools. All 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluont pumps, and meet UL requircmcnts. Power cords for 0renco's 4-in. (100-mm) turbine effluent pumps are Type S00W 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge:Stainless steel or glass{illed polypropylene Dischargebearing: Engineeredthermoplastic(PEElg Diffusers:Glass{illed PP0 lmpellers:Acetal (20-, 30-gmp), Noryl lntake screens:Polypropylene Suction connection: Stainless steel Drive shaft:300 series stainless steel Coupling:Sintered 300 series stainless steel Shell:300 series stainless steel Lubricant:Deionized water and propylene glycol Specifications Pump Gurves Pump curves, such as those shown here, can help you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure [DH), providing a graphical representation of a pump's performance range. Pumps perform best allheir nominalflow rate, measured in gpm or Usec. Flow in liters per second (Usec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 20 140 QJe 120 E F't ta e80(r S60\E G.E 40 43 lA orszE 30$ F E24Gq)€ CI 188\E '28€ 6 Nom. floq gpm (Usec) Lengtr in. (mm) Weight lb (kg) Discharge lmpellers in., nominal I t0 20 30 40 50 60 70 Flow in gallons per ninute (gpm) 20 (1.3) 22.5(572) 26 (11) 1.25 4 30 (1.9) 21.3 (541) 25 (11) 1.25 J 50 (3.2) 20.3 (516) 27 (12) 2.00 2 Performance Nom. floW hp (kW) gpm (Usec) Design flow amps Rated cycles/day Min liquid level, in. (mm) 2 20 (1.3) 0.5 (0.37) 12.3 300 18 (457) 30 (1.e) 0.5 (0.37) 11.8 300 20 (508) 50 (3.2) 0.5 (0.37) 12.1 300 24 (610) 1 Discharge is fenale NPT thrcaded, U.S. noninal size, to acconmodate 1rcncP discharge hose and valve assemblies. Consult your )renco Distributor ab\ut fittings to connect discharge assemblies to metric-sized piping. 'z Minimun liquid level is f1r single punps when installed in an )rencTBi1tub9 propakrM punp Vault. n \ PF 3m511 t B : t\ E \ PF 5m511 I \\ orenco Systems@ |nc.,814 Airuay Ave,, Sutherlin,0R 97479 USA . 8{10-348-9843 . 541-459-4449 . wwworenco.com NTD.BPP-1 Rsv.1.2, @ 08/14 Page 3 of 4 Gontrol Panel (Demand Dose) Orenco's ProPaK' demand dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as demand dosing from a septic tank into a conventional gravity drainfield. Control Panel med 0renco's ProPak timed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as timed dosing from a septic tank into a pressurized drainfield or mound. Analog or digital timers are available. Materials of ConstructionMaterials of Construction Enclosure UV-resistant fiberglass, UL Type 4X Enclosure UV-resistant fiberglass, UL Type 4X Hinges Stainless steel Hinges Stainless steel Dimensions, in. (mm)Dimensions, in. (mm) A - Height 11.5 (290)A - Height 11.5 (290) B - Width e.5 (240)B - Width e.5 (240) C - Depth 5.4 (135)C - Depth 5.4 (135) Specifications Specifications Panel ratings 120U,3/4 hp (0.56 kW, 14 A, single phase, 60 Hz Panel ratings Dual-mode 120U,3/4 hp (0.56 kV\4, 14 A, single phase, 60 Hz 1. Motor-start contactor 16 FLA, t hp (0.75 kV/), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) Programmable for timed- or demand-dosing (digital timed-dosing panels only) 2. Circuit 120 V, 10 A, 0FF/0N switch, Single pole breakers 3. Toggle switch Single-pole, double{hrow HOA switch, 20 A 4. Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL Type 4X 5. Audio alarm 120 V, automatic reset, DIN rail mount silence relay 6. Visual alarm 7 /8-tn. Q2-mn\ diameter red lens, "Pushto-silence," 1 20 V LED, UL Type 4X '1 20 V repeat cycle from 0.05 seconds to 30 hours. Separate variable controls for OFF and 0N time periods 120-V programmable logic unit with built-in LCD screen and programming keys. Provides control functions and timing for panel operation 2. Motor-start contactor 16 FLA, t hp (0.75 kV/), 60 Hz; 2.5 million cycles at FLA (10 million at 5070 of Fl-A) 3. Circuit breakers 120 V, 10 A, 0FF/0N switch. Single pole 120 V 4. Toggle Switch Single-pole, double{hrow HOA switch, 20 A 5. Audio alarm 95 dB at 24 in. (600 mm), warbletone sound, UL Type 4X 6. Visual alarm 719-tn. Q2-mm) diameter red lens, "Push-to-silence", 1 20 V LED, UL Type 4X 1a. Analog timer (not shown) 1b. Digital timer (shown below) o fo Control panel, demand-dose Control panel, timed-dose (cligital timer model shown) NTD-BPP-1 Rev.1,2, @ 08/14 Page 4 of 4 0renco Systems@ lnc. , 814 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541 -459-4449 . www.orenco,com PF Series 4{nch (1 00-lnm) Submersible Etfluent Pumps Applications Our 4-inch (100-mm) Submersible Effluent Pumps are designed to transport screened effluent (with lowTSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, conosion-resistant stainless steel and engineered plastics; all are field- serviceable and repairable with common tools; and all 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco's Effluent Pumps are used in a variety of applications, including pressurized drain{ields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube@ pump vault or after a secondary treatment system. - Discharge Connection - Bypass Orifice Franklin Liquid End - Suction Connection Franklin Super Stainless Motor Features/Spec if ications To specify this pump for your installation, require the following: o Minimum Z4-hour run-dry capability with no deterioration in pump life or performance* o Patented lz8-inch (3-mm) bypass orifice to ensure flow recirculation for motor cooling and t0 prevent air bind . Liquid end repair kits available for better longterm cost of ownership o lfl-$[fflrv floating impeller design on 10,15,20, and 30 gpm (0.6, 1.0, 1.3, and 1 .9 Usec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 Usec) models . Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling . Type S00W 600-V motor cable . Five-year warranty 0n pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship " N1t applicable f1r '-hp (3.73 kW n1dols Standard Models See specifications chart, pages 2-3, for a list of standard pumps. lor a complete list of available pumps, call 0renco, Product Code Diagram t It Cord length, ft (m):+ Blank = 10(3) 2U = 20(6)30 = 30(e) 50 = 50(15) PF l Voltage, nameplate: 1 = 115. 200 = 2002=2301 4 =460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (kW): 03 = %hp(0.25) 07 = %hp(0.56) 15 = 1-%hp(1.11) 30 = 3hp(2.24) 05 = lzz hp (0.34 10 = t hp(0.75) 20 = 2hp(1.50) 50 = 5hp(3.73) Nominalflow, gpm 10 = 10 (0.6) 20 = 20(1.3) 50 = 50 (3,2) (Usec): 15 = 15(1.0) 30 = 30 (1.e) 75 -- 75 @.n "@:. @ LRAOSE0 182053836 Powered by Fnanklin ElectFic Pump, PF Series - 14-hp (0.37kW) only 1220 volts for 50 Hz pumps tNote: 20-100t cords are avallable only for single-phase pumps through 1 -14 hp Orenco Systemso |nc.,814 Aimay Ave., Sutherlin, 0R 97479 USA . 800-3118-9843 . 541-459-4449 . www,orenco.com NTD.PU.PF.1 Rev.2,2, @ 09/14 Pags 1 ot 5 Orenco Specifications, 60 Hz g oE a $gg E E Et .!P E6g,6t\ o) =o CLo,6o (E =t6.eo (J !l6t .E CE CD,x ,cl .=P OJ = 6t 6' =t =a =.= = Et otJ dt-'Ha sEhF 6=i5k .A q) o) EL at CL (Ex(t' = =o ED C'I @=IE Pump Model PFl0051'l 10 (0.6) 0.50 (0.37) 1 1 15 120 12.7 12.7 6 1 1za in. GFP 23.0 (660) 1 6 (406) 26 (12) 300 PFl 0051 2 10 (0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 '1 % in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10 (0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 % in. GFP 23.0 (660) 16 (406) 26 (12) 300 pF100Tj24.5 10 (0.6) 0.7S (0.56) 1 230 240 8,3 8.3 8 1 l/a in. GFP 25.9 (658) 17 (432) 30 (14) 300 PFl 0073200 4,5 1 0 (0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 % in. GFP 25.4 (645) 17 (432) 31 (1 4) 300 PF101012t6 10(0.6) 1.00(0.75) 1 230 240 9.6 9.6 9 1/+in.GFP 27.9(709) 18(457) 33(15) 100 PFl 0103200 16 1 0 (0.6) 1 .00 (0.75) 3 200 208 5.5 5.5 9 1 /+ in. GFP 27.3 (693) 18 (45R 37 (17) 300 PF102012q6'7'B 10(0.6) 2.000.49) 1 230 240 12j 12j 18 l1zain.SS 39.5(]003) 22(559) 48Qz) 100 PF1020325'6'8 10(0.6) 2.00(1.49) 3 230 240 7.5 7.6 '18 '1 Tain.SS 37.9(963) 20(508) 44e0) 300 PF102032005'6'8 10(0.6) 2.00(1.49) 3 200 208 8.7 8.7 18 1%in.SS 37.9(963) 20(508) 44(20) 300 PFl 5031 1 15(1.0) 0.33(0.25) 1 115 120 8.7 8.8 3 1%in.GFP 1e.5(4e5) 15(380) 23(10) 300 PFl 5031 2 1 5 (1 .0) 0.33 (0.25) 1 230 240 4.4 4.5 3 '1 l/a in. GFP 19.5 (495) 1 5 (380) 23 (1 0) 300 PF20051 1 20(1.3) 0.50(0.37) 1 115 120 12.3 12.5 4 11/,tinGFP 22.3(566) 18{/5n 25fl1) 300 PF200512 20 (1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 1/q in. GFP 22.5 (572) 18 (45n 26 (2) 300 30 (1 .9) 0,50 (0.37) 1 115 120 11.8 11.8 3 1 % in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF20053200 20 (l .3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 lq in. GFP 22.3 (566) 18 $5n 26 (2) 300 PF20101245 200.3) 1.00(0.75) 1 230 240 10.5 10.5 7 lVtin.GFP 28.4(721) 20608) 33(15) 100 PF201 03200 4,5 20 (1 .3) I .00 (0.75) 3 200 208 5,8 5.9 7 1 Vt in. GFP 27 .8 (706) 20 (508) 33 (1 5) 300 PF20151245 20(1.3) 1.50(1.11) 1 230 240 12.4 12.6 9 1lqin.GFP 34.0(864) 24(610) 41 (19) 100 PF20153200 4'5 20 0.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 /+ in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF30051 1 PF30051 2 30 (1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 /+ in. GFP 21.3 (541) 20 (508) 25 (11) 300 30 (1 .9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 /+ in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30053200 30 (1 .9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 % in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30071 2 PF30073200 30 (1 .9) 0.75 (0.56) 3 200 208 4,9 4.9 5 1 l/+ in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF3010124 30(1.9) 1.00(0.75) 1 230 240 10.4 10.4 6 1/+in.GFP 27.0(686) 22(555) 32(15) 100 PF30103200 4 30 (1 .9) 1 .00 (0.75) 3 200 208 5.8 5.8 6 1 % in. GFP 26.4 (671) 22 (555) 33 (1 5) 300 PF301512 4's 30 (1 .9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 % in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF301532004,5 30 (1.9) 1.50 (1.11) 3 200 208 6,9 6.9 8 1 % in. GFP 29.8(757) 22 (559)34 (15) 300 PF301534 4's 30 (1 .9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 l/q in. GFP 29.5 (685) 22 (55s) 34 (15) 300 PF30201216,7 30(1,9) 2.00('1.49) 1 230 240 11.0 11.0 10 'l 1z+in.SS 35.5(902) 26(660) 44Q0) 100 PF3020320056 30(1.9) 2.00(1.49) 3 200 208 9.3 9.3 10 1%in.SS 34.0(864) 24(610) 41 (19) 300 PF3030125'6,7'8 30(1.9) 3.00(2.23) 1 230 240 16,8 16.8 14 112+in.SS 44.5(1130) 33(838) 54Q4) 100 PF303032 5,6, B 30 0 .9) 3.00 (2.23) 3 230 240 1 0.0 10.'l 14 1 /+ in. SS 44.3 (1125) 27 (686) 52 Q4) 300 PF3050l 2 5' 6' 7' B 30 (1 .9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 % in. SS 66.5 (1 689) 53 (1 346) 82 (37) 1 00 PF3050325'6,8 30(1.9) 5.00(3.73) 3 230 240 16,6 16.6 23 1llain.SS 60.8(1544) 48(1219) 66(30) 300 PF30503200 5,6, B 30 (1 .9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 % in. SS 60.8 (1544) 48 ('1 21 9) 66 (30) 300 PF50051 1 50 (3.2) 0.50 (0.34 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF50051 2 50 (3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50 (3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 50 (3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20,3 (516) 24 (610) 28 (13) 300 PF50053200 50 (3.2) 0.50 (0.34 3 200 208 3,7 3.7 2 2 in, SS 20.3 (5i 6) 24 (61 0) 28 (13) 300 PF500534 PF50071 2 50 (3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50 (3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50 (3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 I'lTD-PU-PF-1 Rev,2,2, @ 09/14 Page 2 of 6 orenco Systems@ lnc. , 81 4 Airuray Ave., Sutherlin, 0H 97479 USA . 800-348-9843 . 541 -459-4449 o wwworenco.com Specifications,60Hz(continued)s .,_ E g g *a E €.gE?$gE 5 E==5=6 $=a # Eg e ge E E EE E E: s E .sr EEqae Pump Model PF50073a 50 (3.2) 0.75 (0.56) 3 460 480 I .8 1 .8 3 2 in. SS 3a.8 (88a) 25 (635) 31 0 a) 300 PF50101 2 50 (3.2) 1 .00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (1 6) 1 00 PF50103200 50 (3.2) 1 .00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (1 8) 300 PF501034 50 (3 2) 1 .00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 3e (1 8) 300 PF5015124 50 (3.2)1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 PF501532004 50 (3.2) 1.50 11 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744\ 26 (660) 35 (16) 300 PF5030124'5'7'8 50(3.2) 3.00(2.23) 1 230 240 17.7 17.7 8 2in.SS 43.0(1092) 37(940) 55(25) 100 PF50303200 4,5' 8 50 (3.2) 3.00 (2.23) 3 200 208 1 3.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 4' 5' 8 50 (3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1 01 6) 31 [84 55 (25) 300 PF505012 5'6'7'8 50 (3.2) 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 PF505032 5'6'7'8 50 (3.2) 5.00 (3.73) 3 230 240 16,5 16.5 13 2 in. SS 59.3 (1 506) 49 (1245) 64 Qg) 300 PF751012 75 $.n 1 .00 (0.75) 1 230 240 9,9 i 0.0 3 2 in. SS 27.0 (686) 27 (686) 34 (1 5) 100 PF751512 75 $.n 1.50 0.11) 1 230 240 12j 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 PFl 00752 4'5 1 0 (0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 % in. GIP 20.8 (658) 17 (432) 30 (1 4) 300 PF1015525'6 10(0.6) 1.50(1.11) 1 220 230 '10.5 11.4 18 l lzein.SS 39.5(1003) 22(555) 46Ql) 300 Specifications, 50 Hz Pump Model PF100552 10 (0.6) 0.50 (0.34 1 220 230 3.9 4.1 6 1 % in. GFP 23.0 (584) 17 (432) 26 (12) 300 PF300552 30 (1 .e) 0.50 (0.34 1 220 230 4.1 4.1 4 1 % in. GFP 225 (572) 19 (483) 26 (12) 300 PF300752 30 (1.9) 0.75 (0.56)1 220 230 6.1 6.1 5 'l /+ in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301 052 30(1.9) 1.00(0.75) 1 220 230 7.4 7.4 7 1%tn.GFP 28.4(t21) 20(508) 32(15) 100 PF3015524'5 30(1.9) 1.50(1.11) 1 220 230 9.3 9.3 8 1%in.GFP 35.4(899) 24(610) 40(18) 100 PF500552 50 (3.2) 0.50 (0.34 1 220 230 4.0 4.0 2 2 in. SS 20.3 616) 25 (635) 29 (1 3) 300 PF500752 50 (3.2) 0.75 (0.56) 1 220 230 6.3 6.4 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF501 052 50 (3.2) 1.00 (0.75)1 220 230 7 .3 7 .4 4 2 in. SS 27.0 (686) 26 (660) 35 (1 6) 100 PF501 552 50 (s.2) 1.50 (1.11) 1 220 230 e.1 9.1 5 2 in. SS 32.5 (826) 30 (762) 42 (19) 100 PF751052 75 (3.2) 1 .00 (0.75) 1 220 230 7 .3 7 .3 4 2 in. SS 30.0 (762) 27 (686) 34 (1 5) 100 Distribut1r ab1ut fittings to connect hose and valve assenblies t0 netric-sized piping, 0renco for nore infornation. 3 Weight includes canon and 10-ft (3-n) cord. 4 High-pressure discharye assenbly tequired. 5 D0 n1t use canlock option (Q) on dischargc asscnbly. 6 Cust1n discharge assembly requircd for these pumps. Cuilacl OetD1. 7 Capacit\r pack (s1ld separately or installed in a cust1n c1ntrol panel) required for this pump. C1ntact )renc\. 8 T1rque l1cks are available for all pumps, and are supplied with 3-hp and s-hp pumps. NTD.PU.PF.1 Rev.2.2, @ 09/14 Page 3 of 6 orenco Sysbmso lnc. , 81 4 Airway Ave., Sutherlin, 0R 97479 USA e 800-348-9843 . 541 -459-4449 . www.orenco.com Materials of Construction Discharge GlassJilled polypropylene or stainless steel Dischargebearing Engineeredthermoplastic(PEEI$ Diffusers Glass{illed PPO (Noryl GFN3) lmpellers Celcon@ acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 lntake screen Polypropylene Suctionconnection Stainlesssteel Drive shaft 7 I 1 6 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motgr housing ensures moisture{ree windings.All thrust absorbed by Kingsbury-type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230,V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1 .'l 1 kW have built-in thermal overload protection, which trips a1203-221' F (95-1 05' C) Using a Pump Curve A pump curue helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (lotal dynamic head, orTDH), providing a graphical representation of a pump's optimal performance range. Pumps pedorm best at their nominal flow rate - the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclaiure. The graphs in this section show optimal pump operation ranges with a solid line, Flow flow rates outside of these ranges are shown with a dashed line. For the m0st accurate pump specificaiion, use Orenco's PumpSelect" software. Pump Gurves,60 Hz Models 160 140 120 100 80 60 40 20 0 at .Qr sh !Gq)*(l (E \E (E .o 800 700 o.o c 600 f soo E E +oo€ CT $ soo f zooG .6 100 PFl0 Series,60 Hz,0.5 - 2.0 hp PFl010 PFl007 PFl005 r r:.., { PFl005-FC wl lt" llow controller Flow in gallons per minute (gpm) 0246810121416 PFl5 Series,60 Hz,0.3 qil Flow in gallons per minute (gpm) 03691215182124 NTD-PU-PF.1 Rev,2,2, @ 09/14 Page 4 of 6 Orenco Systemso lnc, , 81 4 Ainuay Ave,, Sutherlin, 0R 97479 USA . 800-348-9843 . 541 -459-4449 . wwtlt.orenco.com ct)o N =o CL CD ct, oo J* J? (D CL Total dynanic head (TDH)in feet t\:ts6)cdFF(Jro(tlc)(tre(J'|ouoc)oc)ooooo Total dynamic head (fDil in feet NUF.'roN@@=(>ooooooooo Total dynamic head (fDil in feet r$N)6)qr5(Jrosc)(,ro(Jrooo(]eoooo Total dynamic head (TDH)in feet rsgr560){o(.ooooooooooQOOOOC)OOA oo -rr o E caqt G vtt(! (D (F-t oa oo U' a 6 oe =o ; 5 D eD o U' 4o =ou @ 5{(0 v, a ctt6oI(D 6I(o @Fo a (Jt5 56(o .L5@ a Ez Foo oooo = o (tt o ('l l\)o IVgt q)o (^,(Jr Fo --'l! N(3 vt(D (Do cttct + ct irr I ur I r- o 6 a E Qar a ?a !o o te-!i ! qo5€ ! grct v, .D (Do (tto + t(Jl I lrrcl j f.EJ I dcC EE d o u o (tr N'o N'(Jr (l)o (r)(Jl Fo F(Jt .9 q,c, v,(D (Do gt(3 Pgt I lrre tl t ! oc,do ! (.toNogr(9 iF jll I f I I l! t f {/t f' 'lra E Q!t o gt Eo $ (e-E q u E aJl vt(D (D U' cttct + c, in :l t- t_ o\ati E =cdaao!r oo tA !g |D =o=.o (Do te-!6lo (oo o<) to =ro4 "d, IO PE Orqei -@!=>To5r o o t\,o (^)o 5o (r!o o,o {o oo (0o ct Orenco Pump Gurves,50 Hz Models 180 FIow in gallons per minute (gpm),1.6 3.2 4.8 6.3 7.9 9.5 0.2 0.3 0.4 0.5 0.6 0.7 Flow in liters per second (UsecJ nominal11 13 Flow in gallons per minute6.3 13 19 (gpn), noninalx32 PFl0 Series,50 H2,0.37 - l.1l kW 't:: ;..., t A PFl005-FC 6mm llow controller 120 r00 e0i lll .s 80 s E60qts qr s E+o t G ,o 20 525 -G 459 E t\ ss+ $ :ze t R zoz !qts rgz '3 s rsr $ G .o66h 1 e(lr1 q) o5r G CJe(l (q\E- G € 60 40 20 00 80 60 40 20 0 rze E o 262 -8 a 1s7 S. !Gats (! 13r'F(!\E ooF 0 0 00.1 0.8 0.9 4.5 0,4 0.8 1.2 1 Flow in liters per second .6 20 (Usec) 24 FIow in gallons per minute (gpn), nominal7.9 1624324{)M5663 0.5 1.0 1.5 Z0 L5 3.0 3.5 4.0 FIow in liters per second (Usec) FIow in gallons perr019?s38 minute (gpm), nominal48 57 67 76 86 eqt qt o ! G o)€o G\E G .6 e Q) e) a !(!aq qt G:. G .6 G a t\ QJe G Gq!+o G >.E G .G 30 27 24 21 18 PF75 Series,50 Hz,0.75 kW PF75t052 ''. .i.. 89-t! /uE 6e E'qr F+str !(! 3ee ct onEJUG\zolG e 15 98 82 66 49 33 16 0 5 2 3 0 0 0.6 1.2 1,8 2.4 3.0 3.6 4.2 4.8 5.4 6.0 Flow in liters per second (Usec) PF30 Series. 50 Hz. 0.37 - 1.1 t kW I:- l:- \ PF50 Series,5{l H2,0.37 - 1.11 kW :,;.: NTD-PU.PF.1 neu,2.2,@W114 Pags 6 of 6 Orenco Systems@ lnc. , 81 4 Ainlay Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541 -459-4449 o wwworenco.com This article nruy describe design criteria thut was in effect at the time the article was written. FOR CURRENT DESIGN CNTENA, call Orenco Systems, Inc. qt l-800-348-9843 0renco Automatic Distributing Valve Assemblies n-'z *.-rtt € Orenco Systems' lncorporated 1-800-348-9843 For Wastewater Effluent Systems Introduction Orenco's automatic distributing valve assemblies, pressurized with small high-head effluent pumps, are useful for distributing effluent to multiple zones. These zones can be segments of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing valve assemblies can substantially simplify the design and installation of a distribution sys- tem and reduce installation costs. This is particularly true where a distributing valve assem- bly is used instead of multiple pumps and,lor electrically operated valves. Additionally, a reduction in long term operation and maintenance costs is realized due to a reduced size and/or number of pumps. More even distribution can be achieved on sloping sites by zoning laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib- ution of effluent that occurs at the beginning of a cycle. Valve Operation The valye itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Refer to Figure 1 for the following valve operation description. The flow of the incoming effluent forces the rubber flap disk O to seat against the valve bottom @. The opening @ in the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet. The stem @ houses a stainless steel spring which pushes the rubber flap disk away from the valve bottom after the flow of effluent stops. The stem acts as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through the cam @. The force from the flow of effluent pushes the stem down through the cam and the stainless steel spring pushes the stem back up through the cam when the flow of effluent stops. Each linear motion nf the stem allows the nrhber flap disk to rotate half the distance necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the "up" position and is not seated against the valve bottom. Figure 1: 6000 Series Valve NTP.VA-1 Rev.1.2, @ 1UO3 0renco Systemso, lnc. Page 1 of 6 o lnlet -----> @ o o I L o I outl"ttt Figure 2: 0renco Distributing Valve Assembly (6000 Series Valvel The Distributing Valve Assembly The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever- al other components to give a complete preassembled unit that is easy to install, monitor, and main- tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be diffrcult to line up and glue together in the field, the discharge lines in the assemblies are glued in place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3) allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of effluent in case the pump is activated unexpectedly during maintenance or inspection. Check valves may be necessary on the discharge lines. Use of check valves is discussed in the valve positioning section. Valve Assembly Hydraulics Liquid flowing through the valve assembly must pass through fairly small openings and make several changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table I gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre- sentations of these equations. Orenco recommends that high-head turbine pumps be used to pressur- ize the valve assemblies to ensure enough head is available for proper system operation. High-head turbine pumps are also recommended because the use of a distributing valve usually requires more frequent pump cycling. The high-head turbine pumps are designed for high cycling systems and will outlast conventional effluent pumps by a factor of 10 or more in a high cycling mode. Furthermore, the high-head turbine pump intake is 12 inches or more above the bottom of the pump and tends to prevent any settled solids from being pumped into the distribution valve and obstructing its opera- tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the rubber flap disk. Minimum flow rates for the various models are given in Table 1. NTP.VA-1 Rev.1.2, @ 11/03 0renco Systemso, lnc. Page 2 ol 5 Thble 1. Automatic Distributing ValveAssembly Headloss Equations Model Series Equation OperatingRange (pm) V4400A Ht:0.085 x q1'4S 10 - 40 V4600A H1:0.085 x q1'5S rc -25 V6400A Ht:0.004S"d+3.5x(1-".0.069 $-70 v6600A Hp:0.0049*d+5.5x(1-"-0.19 15-70 h -o E C)ao o,foL F aooJ E (E q) I 35 30 25 20 15 10 5 0 v6600A -1 / / v4600A -/ v4400Al-./aatt?-r'aa"? -/zd'tF-- -rJt - -/4 3 '-- -.,-.€t JaF .J 0510152025303540455055606570 Flow (gpm) Figure 3: Automatic distributing valve assembly headloss curves The Pumping System Although the distributing valve was designed for the irrigation industry it has started to gain fairly wide acceptance in the effluent pumping industry. However, because of the mechanical movements of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that may impede the operation of the valve. Orenco Biotube@ Pump Vaults - when properly sizcd and installed - provide the necessary protection to prevent valve malftinction. The Biotube@ pump vault accepts effluent only from the clear zone between a tank's scum and sludge layers and then filters this effluent through a very large surface area screen cartridge. Without this protection in effluent systems, the valve has very little chance of reliable long-term opcration. NTP-VA-1 Rev. 1.2, @ 11/03 0renco Systems@, lnc. Page 3 of 6 Valve Positioning The physical position of the valve in relation to the pump and the discharge point is very important for proper valve operation. The most reliable operation occurs when the valve is placed at the high point in the system and as close to the pump as possible. The transport line between the pump and valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca- tion is shown in Figure 4. If the final discharge point is more than about 2 feet above the valve and the system does not drain back into the dosing tank, cheek valves should be installed on the lines immediately following the valve and a pressure release hole or line should be installed just prior to the valve. This pressure release hole or line can go into a return line to the dosing tank or to a "minidrainfield" near the valve. In order for the valve to rotate reliably, no more than about 2 feet of head should remain against the valve to allow the rubber flap disk to return to its up position. In many cases, it may take from one minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to occur. Special care should be taken when installing systems controlled by programmable timers to ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves. Pumping downhill to the valve should be avoided unless the transport line is very short and the ele- vation between the discharge line out of the tank and the valve is less than about 2 feet. If the valve is located many feet below the dosing tank, random cycling may occur while the transport line drains through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib- uting valve may overcome this problem in some instances. Distributing Valve Assembly Discharge Transport Line Dosing Tank Figure 4: ldeal valve location NTP-VA-1 Rev. 1.2, @ lU03 oronco Systems@, lnc. Page 4 ol 6 System Startup Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the sequencing of the valve outlets. The transport line should always be flushed with clean water before installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during installation can easily become lodged in the distributing valve, causing malfunction. With the pump running, alternately close and open the ball valve on the distributing valve assembly to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut- ing valve, the pump may need to be turned on and offto allow the pressure to be released from the valve.) If visual operation of which zone is operating is not possible, watch the clear pipe on each line for indication of which zone is operating. Discharge Laterals Pressure Release Line if h>2 -0" Valves if h>2'O" VaM6 n68ambly Transport Line Dosing Tank Figure 5: Valve assembly below final discharge point Maintenance Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet and system startup procedures listed above. Troubleshooting 1. PROBLEM: Valve does not change or cycle to next zone or outlet CAUSE:'l'he stem and disk assembly is not rotating when water flow is turned off and then back on. SOLUTION 1: Ensure that there is no debris inside the cam. Clean and carefully reinstall the cam. SOLUTION 2: If fewer than the maximum number of outlets are being used, check the installation of the cam. Ensure that the stem and disk assembly is not being held down by an improperly installed cam. Refer to the cam replacement instructions. NTP-VA-1 Rev. 1.2, @ 11l1l3 0renco Systomso, lnc. Page 5 of 5 SOLUTION 3 SOLUTION 4 SOLUTION 5 SOLUTION 6 SOLUTION 1 SOLUTION 2 2. PROBLEM: Water comes out of all the valve outlets CAUSE Stem and disk assembly not seating properly on valve outlet. SOLUTION t: Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. SOLUTION 2: Remove the valve top and check the inside walls to ensure that nothing is interfering with the up and down movement of the stem and disk assembly inside the valve. SOLUTION 3: Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. 3. PROBLEM: Valve skips outlets or zones CAUSE:Pumping into an empty transport line - especially downhill - may cause the valve to skip outlets from pockets of air allowing the rubber flap disk to raise during a cycle. Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects thatmay jam or retard the movement of the disk. Check for freedom of movement of stem and disk assembly up and down over the center pin in bottom of valve. Scale deposits may build up on the pin and hold stem and disk assembly down. Clean pin and again check for freedom of movement. Be sure that all operating outlets are not capped and that the flow to operating zones is not restricted in any manner. This would cause pressure to build up in the valve and lock the stem and disk assembly in the down position. The backflow of water from uphill lines may be preventing the valve from cycling properly. This can happen when the valve is placed too far below an elevated line. If the valve cannot be placed close to the high point of the system, a check valve should be installed near the valve in the outlet line that runs uphill from the valve and a drain line installed just prior to the valve to relieve the pressure. Keep the transport line full. If the line must remain empty between cycles, use a larger diameter transport line laid at a constant grade to prevent air pockets from forming. NTP-VA-1 Rev. 1.2, @ 11/03 0renco Systems@, lnc, Page 6 ot 5 CAUSE: The stem and disk assembly is being advanced past the desired outlet. SOLUTION 1: Ensure that the correct cam for the desired number of zones is installed and that the outlet lines are installed to the correct outlet ports of the valve as indicated by the zone numbers on the top of the cam. *-: *.-"*t €Distributing Valves Submittal Data Sheet OlgnsoSltsiolfrs! lnaorporaied 1-800-348-9843 Applications Automatic Distributing Valve Assemblies are used to pressurize multiple zone distribution systems including textile filters, sand filters and drainfields. coupling distributing valve union clear pipe Top View hall valve elbow Side View elbows Bottom View General 0renco's Automatic Distributing Valve Assemblies are mechanically operated and sequentially redirect the pump's flow to multiple zones or cells in a distribution field, Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve Assemblies allow the use of smaller horsepower pumps on large sand filters and drainfields. For example, a large community drainfield requiring 300 gpm can use a six-line Valve Assembly to reduce the pump flow rate requirement to only 50 gpm, orenco only warrants Automatic Distributing Valves when used in conjunction with High-Head Effluent Pumps with Biotube' Pump Vaults to provide pressure and flow requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe and union for each outlet are provided for a complete assembly that is easy to maintain and monitor. ldeal valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies (NTP-VA-1) for more information. Standard Models v4402A, V4403A, V4404A, V4605A, V4606A, V6402A, V6403A, v6404A, V6605A, V6606A. Nomenclafure l ATllndicates assemhlv ! Specifications of activc outlcts Model series: 44 : 4400 series(2-4out1ets) 46 : 4600 series(5-6outlets) 64 = 6400 series(2-4 outlets) 66 : 6600 series (5-6 outlets) Distributing valve Mateda ls of Gonstruction AllFittings: Unions: BallValve: Clear Pipe: V4XXX Distributing Valves: V6XXX Distributing Va lves: Sch,40 PVC perASTM specification Sch, 80 PVC perASTM specification Sch. 40 PVC perASTM specification Sch, 40 PVC perASTM specification High-strength nonconosive ABS polymer and slainless steel High-strengffi nonconosive ABS polymel; stainless steel, and die cast metal NSU-SF-VA-I Rev.3.0, @ 4/03 Page 1 ol 2 Distri buti ng Valves (continued) -35 Eso,q Vt% CA .=mEt grE 8roo EE(EJ 0) 0 v66004 v4400A t-/ v6400A v46004 i-//- ,1 6,F .*.$4 ffi W 7, 051015m8:il}:1540455055606570 Flow{gpm) Model lnletSize in.0utleb Size Flow Max Head Min. Enclosure v81211v440241,25 1.25 10-40 v44034 1.25 1.25 10-40 170 v81217 v44044 1.25 1.25 10-40 170 VB1 217 v460sA 1.2s 1.25 10-25 170 RM418 v46064 1.25 1.25 10 -25 170 RR2418 v6402A 1.5 1.5 15 - 100 345 RR2418 v6403A 1.5 1.5 15 - 100 345 RM41B v6404A 1.5 1.5 15 - 100 345 RM418 v6605A 1.5 1.5 15 - 100 345 RR2418 v66064 1.5 1.5 15 - 100 345 RR2418 NSU-SF-VA-1 Rev.3.0, @ 4/03 Pagezol2 rffi .F'{M"F'##FtrI*Yffiilr Orifice Shields Applications Orenco@ 0rifice Shields are used in a pressurized distribution system to protect the orilices fron backlill debris tlrat might cause orifice blockage, 0rifice shield installed on lateral pipe, standard configuration Shield 0rifice Cutaway view, standard configuration 0rifice Shield Gutaway view, cold weather contiguration General Orenco 0rifice Shields snap-fit onto laterals. They may be placed on top 0f 0r beneath a lateral, depending on the location of the orifice. Orifice shields are covered by method-of-use patent # 5,360,556. Standard Models 0s075, 0s100,0s125, 0s150, 0s200 Product Code Diagram \ ",*-F $ \" 0s Lateral pipe size, nominal 075 = 100 = 125 = 150 = 200 = 0.75 1.00 1.25 1.50 2.00 in. (20 mm) in. (25 mm) in. (32 mm) in. (40 mm) in. (50 mm) 0rifice shield Material of Construction PVC perASTM D-1784 Physical Specif ications Model Shield 0.D. in. (mm) Lateral pipe 0.D. in. (mm) 0s075 0s100 (8e) (8e) 3.5 3.5 1.05 1 .31s (33) 0s1 25 3.5 (8e)1.66 (42) 0s1 50 4.5 (114)1.e0 (48) 0s200 4.5 (114)2.375 (60) orenco Systems@ 1nc.,814 Airway Aue., Sutberlin,0R 97479 USA . 800-3rE-9843 . 541-459-4449 . wwworenco.com NTII-SF-OS-1 Rev.1.1, @ 09/14 Page 1 of 1 ,Atl *i,ick4 Fk.ls All-in-iln* Perlsccpe Ouici<4 Plus Star-.dai'd Chamber-Ouic<4 Plus All-irr-One 12 lriCcap iier:ter" Structu t al r*'iolun: rrs The Ouick4 Plus SiandarC Chamber olfers maximum strength thrcuglr iis two center structural columns, This charnber can be installed in a 36-inch-wide trench, Like the original lrne of Ouick4 chambers, ii offers advanced contouring capabilil/ wi'ih its Contour Surivel Connecticnrlr which permits 10-degree turns, right and left. li is alsc available in fcur-foot lengths to provide opiimal installaiion flexibiliiy, The Ouick4 Plus All-in-One 12 Fnclcap, and the Ouick4 Periscope are available with this chamber, providing increased flexibiliiy rn system configurations, *uiclq4 FEus Standmnd Chmrnhcr * Twc ccnter structural cclunrns offer increased stability and supericr strength * Advanced ccntouring conriections o Latchirr$ mechanism allai**s fcr quick irrstallaii*n c Forr*fai:i chanrber lengths ar* easy ta handle and install c $ui:ports rorh**l lcads af 16,il0il lbs/axle lvith i 2" of c*vcr &uE*flcd F$us AEI-Ec'*-**te X ff ffimdeap G May b* us*d at the *nd *f chanrber row for an inletr' cuilet or can be install*d mid-tr*nch . h4id-trench connection feature allcws canstructicn of chamber rows rvith center feed, as an ait*rnativ* to inletling at the ends of chanrber rows c Center-feed conn*ction allcws for easy installation of seria! disiril:uticn syst*rris . Pipe c*rineciion oi:tions lnclude sides, ends cr iop *uE*k4 FEc.ls AEI-En-#ne FmrEs**pe i'aisedaA1i (-,t nstal ati ons0wsd s 80 recticnal nginlettic e Tw*li'e rnc fti i o"i r*at se rial appl calihnVertc0 on5 -YaiSk4 I L A I &I t ftu*ck4 F$us $t*;':dand #F"rcxrrsber Sid* and H*rd trffew* 48' (EFFECTIVE LENGTH) 12', 34' *r***kd F*xs &l}-ir"r-*ne t 2 ffineap Fn**t- Side ap'*d ffind V[*w*s 11.2' 13" 8'INVERT 8" INVERT 5.3'INVERT l-'u.r"33" #*[ck4 F$e"*s &*$-[r']-ffimm ffi*nisc*p* OUICK4 PLUS ALL-IN.ONE (360'SWTVEL ) 12.7" INVERT 6' QUICK4 PLUS ALL-IN-ONE.12 ENDCAP 5' INTILTftATSff SYSTHhiS, INC, $TAh'NARN I IMITFN TffARHfihITY fiirihisi-imitec\i/arrarriy. lnfiiirat4fsiiabilitvsBecilicall:,evclud6stllecostofrefircvalair.jlorinsi.llta'iionoiiiretlniis TO iili UNli$. illCLLJi:ili\;G NO iNlPl..lfD w\iliiAi\iiES Oi i\.,1FRCHl\NfASlt..iTY On Fl'ii\i$3 FOn A FART|CUI.A!:t pUFtirCSF dces n,)t exterrd ic inciderrtri, consecuen:ial. sceria! or iiiaiiect damages. lniiliistnr shi:ll noi be lialrle for peraiiiEs or liruidi:tecl darJges. tiie l-lnils; iailuE ct ihe Units ct ihe seiliic sysiem dc6 to imornpsr sliiflc or 'ff+rcper srzing. elicessive vJater ilsage, impr,:per creas* cisnrsai, ins:ailatrcl-i irstf lciinns. crigirral Hoi4er Jhe accve represents iire Staildar.J Lintited \ita/tanty cffer€d Lr'l lnfiltfatct. A limlie.l nutrber ol staies ancl couitlies itave di,{€.eul vrailanty ic nbtairr a oocy ci ihe atti:,:acl€ warrsnlv, arc sirorld cEieiullv reac iirai werrarrty pricr lo ite +urihaiie '1 ijnits. IN ilII-TRATCF[' *yxt*m* i**. S Rlr:;rness Park Rcrrd t P.O. Box 768 Old Saybroolt, CT 06475 960.5??,'f0cc " f-AX 860,577.'i001 s*0.221.443b www.inf iltratorsystemc,c*m Quick4 lnvert Height (1 u.s. Paier:i:r: 4,750,66i: 5,C':7.041:5,15ri,1irj8; 5.33rj,ij.!7; 5.401,1i6; ii.401..:tsai; 5.51 1,.301t; 5,716,1et3; 5,58!-i,778; 5,83ai,64.1 Orir]:|Cr*n Patenis: 1.339,959; i:,004,5€j4 Ciherl:raient{i ?endir)!]. ijlusrisl0lolst-2 DaE: O5l2Ol2O'15 Sheet 1 of 1Checkedby: DFH QUICK4 PLUS STANDARD CHAMBER TYPICAL TRENCH DETAIL SECTION VIEW )EMby; EMB Smle:norrosc*e :l?-( !hIF[{-TRATOR INFILTRATOR WATER TECHNOLOGIES 4 Business Park Rd. old sayb.ook, cT 06475 (80o) 221-4436 INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD CHAMBER TYPICAL TRENCH DETAIL SECTION VIEW (NOT TO SCALE) PRESSURE PIPE IF REQ'D, PER DESIGN NATIVE BACKFILL TOPSOIL 6" COVER (m 12" COVER H-1 12"8'' INVERT 34"SPACING PER CODE 34" (36" WDE TRENCH) * LENGTH AND NUMBER OF TRENCHES DETERMINED BY DESIGN r .'1..' Orenco@ Flushing AssembliesItem# SEK. Flushinq Assemblies Orenco@ flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orenco@ flushing assemblies are available in the following sizes:. 7," diameter. I.25" diametero 1.5" diameter. 2" diameter Valve Boxes Orenco@ valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7-in. diameter round enclosure Note: Kits lnclude VB7 valve box enclosure. {\**"tuffi URTLEY PRECfiSTrnc. (7ts) sss-6764 3:j:ffiTntY Road 317 Fax; (7Lg) 395-3727 Buena Vista, co 81211 Website: http ://valleyprecast.com/ Email: frontdesk@valleyprecast,com Water & Wastewater. Systems. Products o Service