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pitkin.eh.273504401005 (2016)
�� 11Txi� COUN ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0010.2016.POW2 Parcel ID #: 2735-044-01-005 Permit Issued: []NEW CDU ®REPAIR ❑REMODEL/ADDITION []TANK ONLY []FIELD ONLY ❑AMENDMENT Owner(s): FCM Trust Property Address: Legal Description: Size of Lot: 7.0 Size of Building: 200 Chattan Ln Acres Y 6000 Sq. Ft Detached Accessory Unit: ®YES LINO Size of Accessory Unit: _ Sq. Ft. The system is designed for: 4 bedrooms in the Main House and detached studio. The detached studio does not have a bedroom btat does have a powder room and waterfixtures. Designed By: Phone #: Fax #: All Service Septic Project #. C1238 Dated: November 11, 2016 970-309-5259 Mailing Address: Email Address: Carla. ostbergCa amail.com LTAR: 0.3 (TL1) Profile Hole Depth: 11Depth to Groundwater or Bedrock: 11' Minimum Tank Capacity: 1250 gallons Minimum Absorption Area: 1493 ft2 (pressured dosed TL1) Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This is an amendment to permit # 0036.2016.POWT to reduce the OWTS sizing from 5 bedrooms to 4 bedrooms. Permit # 0036.2016.POWT is void. Sewage will flow via gravity to a new 1250 gallon, single -compartment, concrete septic tank with and effluent filter installed on the outlet tee. Effluent will flow via gravity to a new 1000 -gallon, concrete two-compartment septic tank with an Orenco pump installed in the second compartment. Effluent will be pressure dosed to an automatic distribution valve (ADV) and then to a 5 - trench soil treatment area. Each trench will have 25 Quick -4 chambers for a total of 125 chambers. The soil treatment area shall be a minimum of 10 feet to the property line and 25 feet to the water line. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minirr um of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufactu -er's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satlstactory. vermisslon Is nereDy given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Kurt Dahl, REHS Date: 11/23/2016 Expires: 12/23/2016 Installer: License #: Reactivation Authorized by: Final Approval Issu d By +„ r Date: j New Expiration Date: �p t � f tE REQUEST FOR AN AMENDMENT TO AN H/ OWTS CONSTRUCTION PERMIT 76 Service Center Rd • Aspen, CO • 81611 wo Phone: 970.920.5070 Fax: 970.920.5374 This form should be used for requesting an amendment to an OWTS Construction Permit if there have been significant changes to an OWTS design that differ from what was approved as part of the OWTS Construction Permit. An hourly fee of $162/hour will be invoiced upon review of the new design and reissuance of the amended permit. The system requirements must conform to the current OWTS Regulation, which can be found at http://www.aspenpitkin.com/Pdfs/depts/12/owtsreg.pdf . Permit Number for Which Amendment is Requested: 0036.2016.POWT Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at www.pitkinassessor.orgl: 2735 044 01 005 Example: ####-###-##-### Property Address: 200 Chattan Lane Lot: Block: Filing: Subdivision: Lot 5 East Owl Creek Building Permit #: N/A Property Owner(s): FCM Trust Email Address: Owner's Mailing Address: 100 Crescent Ct #1450 City, State, Zip: Dallas, TX 75201 Home Phone: Business Phone: Primary Contact Person/Applicant ('f oto`"�'h er : M�ontympson Company: Thunder Construction Contact/Applicant Mailing Address: City, State, Zip: Cell Phone: Business Phone: 970-379-5823 Fax Number: Email Address: montyaspen@gmail.com PLEASE READ BEFORE SIGNING: I certify that the above information is complete and accurate. I acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on the OWTS until the OWTS Construction Permit is amended or a new permit is issued. Carla Ostberg Owner/Applicant Signature OFFICE USE ONt2WV Recived by: Invoice #: Invoice amount: Date: Date received: 11/17/16 Date 33 Four Wheel Drive Rd ALLCarbondale, CO 81613 970.309-5159 11111 � t i H December 17, 2016 Monty Thompson montyaspen(a)gmail.com Onsite Wastewater Treatment System (OWTS) Installation Observations 200 Chattan Lane Pitkin County, Colorado OWTS Construction Permit 0010.2016.POW2 Monty, Project No. C1238 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on November 16, 2016 for the subject property. Aspen Digger installed the system. The existing OWTS, documented by Pitkin County Individual Sewage Disposal System Permit 90123E, was abandoned by removing the poly septic tank. The soil treatment area (STA), which consisted of an "engineered evapotranspiration bed", was abandoned in-place. The installation includes a 1250 -gallon, single -compartment septic tank with an effluent filter on the outlet tee, followed by a 1000 -gallon, two-compartment septic tank with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump in the second compartment of the septic tank. The floats were set to dose approximately 90 gallons each pump cycle. The control panel for the pump is installed on the east side of the garage. Upon building of the studio, the control panel may be relocated. Valley Precast out of Buena Vista conducted start-up of the pumping system. A 1.5 -inch diameter Schedule 40 pump line was installed from the pump to an Orenco® automatic distributing valve (ADV), model 6605. The ADV was placed a high point in the system and placed in an insulated riser with access from grade. Effluent is pressure dosed through 1.5 -inch diameter Schedule 40 pipes to five rows of 25 'Quick 4' InfiltratorO chambers, for a total of 125 chambers and 1500 square feet of infiltrative area. There were at least 6 -feet of undisturbed soil between each trench. Effluent is pressure dosed to 1.5 -inch diameter laterals, which were hung with zip ties from the underside of the chambers. Laterals have 1/8 -inch diameter orifices facing up, with the exception of the first and last holes facing down for drainage. The orifices were drilled 4 -feet on center. Each lateral ends in a 90 degree ell facing up with a ball valve for flushing. Valves are placed in a valve box, accessible from grade, for access. Inspection ports were placed at the beginning and end of each trench. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. Please call with questions. Sincerely, ALL SERVICE septic, LLC 'wt 611- 6's-t&kLS Carla Ostberg, MPH, REHS Reviewed Richard S "1 Control panel on east side of garage Installation of septic tanks Risers added Sewer line into first tank Pump line to ADV ADV 1.5 -inch pipe to trenches Trenches Trenches Flushing valves at end of laterals C: r - M -n 4 rp ;o z (1) (j) m 0 M. r - m /Yl m- cn M "T -11 > --j/ > 0 m V— m 0 z >0 m C/),/ u 0 M, -a mob < > 0 cn z m m ar X -T, so co) o > C.) 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Four Wheel Drive Rd Carbondale, CO 8162323 970.309.5259 111111 �' r 1 November 11, 2016 Monty Thompson Thunder Construction montyaspen(a-)gmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design 4 -Bedroom Residence + Auxiliary Structure 200 Chattan Lane Pitkin County, Colorado Monty, Project No. C1238 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 7.07 -acre property is located outside of Aspen, in an area where OWTSs are necessary. The proposed OWTS will be sized based on 4 - bedrooms. Design documents dated September 26, 2016 must be discarded and replaced with those dated November 11, 2016. The legal description of the property is Lot 5, East Owl Creek Subdivision Parcel ID: 2735-044-01-005 SITE CONDITIONS A single-family residence is currently developed on the property. A detached, auxiliary structure with plumbing is proposed. The existing OWTS serving the residence will be abandoned. The residence is served by a community water system. The water line does not appear on our site plan. Any OWTS component must be at least 25 -feet from the water line. In the case any sewer line crosses the water line, it must be properly encased within 10 -feet of the crossing (see detail W4.0/4). The proposed soil treatment area (STA) slopes to the northwest at approximately 12-13%. The proposed area is covered with native grasses and some aspen trees. SUBSURFACE HP Geotech performed the subsurface investigation and documented their findings in a report dated December 31, 2015, Job 113 430C (enclosed). Soils encountered in the two soil profile borings consisted of clay loam to loam between 1 -foot and 8 -feet below grade. No information on the soil structure grade was provided in the report. The subsurface was investigated by this office on November 10, 2016 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation. The materials encountered in Test Pit #1 consisted of medium brown, silty clay loam topsoil to 3.0 -feet, underlain by medium brown, dense silty clay loam with weak structure shape to 5.5 -feet, underlain by 21 Page 2 very dark brown, dense, silty clay loam to a maximum depth explored of 6.0 -feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 were consistent with those in Test Pit #1. The test pit was explored to a maximum depth of 6.0 -feet. No bedrock or groundwater was encountered. A sample of the soil was taken from Test Pit #1 at approximately 2 -feet below grade. The sample had blocky structure shape, moderate structure grade, and friable consistence. The sample formed a ball and a ribbon 1 to 2 -inches in length before breaking. The texture of the soil was more smooth than gritty. The soils below 3 -feet become very dense, with weak structure grade. The soil is classified as Soil Type 3A, Silty Clay Loam with weak structure grade. A long-term acceptance rate (LTAR) of 0.3 gallons per square foot will be used to design the OWTS, in accordance with Pitkin County OWTS Regulation, Table 6.28-7. Soils transition from moderate to weak structure grade at approx. 3 -feet below grade Page 3 DESIGN SPECIFICATIONS The existing septic tank must be pumped and removed. The existing STA will either be removed or abandoned in place. The OWTS design is based on 4 -bedrooms having greater than 6000 square feet of living area. A design flow of 800 GPD will be used. Design Calculations: 4 bedrooms x 100 gallons/person/day x 2 people/bedroom = 800 gallons/day Septic Tank Capacity = 800 gallons/day x 48 hour retention time = 1600 gallons minimum STA Calculations = 800 gallons/day / 0.30 SF/gallon = 2667 SF Pressure Dosed Chamber Trenches = 2667 SF x 0.8 x 0.7 = 1493 SF 1493 SF/ 12 SFlchamber = minimum 125 'Quick 4' Infiltrator® chambers The installation must include a 1250 -gallon, single -compartment septic tank with an effluent filter on the outlet tee, followed by a 1000 -gallon, two-compartment septic tank with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump in the second compartment of the septic tank. The floats should be set to dose approximately 90 gallons each pump cycle. The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start up of the pumping system. A 1.5 -inch diameter Schedule 40 pump line must be installed from the pump to an Orenco® automatic distributing valve (ADV), model 6605. This pump line must have a minimum I% grade for proper drain back into the pump chamber after each pump cycle. The ADV must be placed a high point in the system and be placed in an insulated riser with access from grade. Effluent will be pressure dosed through 1.5 -inch diameter Schedule 40 pipes to five rows of 25 'Quick 4' Infiltrator® chambers, for a total of 125 chambers and 1500 square feet of infiltrative area. There must be at least 6 -feet of undisturbed soil between each trench. Effluent will be pressure dosed to 1.5 -inch diameter laterals, which must be hung with zip ties from the underside of the chambers. Laterals will have 1/8 -inch diameter orifice holes facing up, with the exception of the first and last holes facing down for drainage. The orifices must be placed 4 -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. Inspection 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. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Pitkin County Onsite Wastewater Treatment System Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. W (40 Page 4 OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on backfilled STA. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3 -inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. k Please call with questions. Sincerely, ALL SERVICE septic, LLC Owl Carla Ostberg, MPH, REHS Reviewed Richard H 0 Page 5 0 Pump Selection for a Pressurized System - Single Family Residence Project Freeman Residence 11 10 16 / 200 Chattan Lane Parameters Discharge Assembly Size 1.25 inches Transport Length Before Valve 20 feet Transport Pipe Class 40 gpm Transport Line Size 1.50 inches Distributing Valve Model 6605 Transport Velocity Before Valve Transport Length After Valve 50 feet Transport Pipe Class 40 Frictional Head Losses Transport Pipe Size 1.50 inches Max Elevation Lift 5 feet Manifold Length 0 feet Manifold Pipe Class 40 Vol of Manifold Manifold Pipe Size 1.50 inches Number of Laterals per Cell 5 Total Vol Before Valve Lateral Length 100 feet Lateral Pipe Class 40 Minimum Pump Requirements Lateral Pipe Size 1.50 inches Orifice Size 5/32 inches Orifice Spacing 4 feet Residual Head 5 feet Flow Meter None inches 'Add-on' Friction Losses 0 feet Calculations Minimum Flow Rate per Orifice 0.68 gpm Number of Orifices per Zone 26 feet Total Flow Rate per Zone 17.9 gpm Number of Laterals per Zone 1 feet % Flow Differential 1st/Last Orifice 6.6 % Transport Velocity Before Valve 2.8 fps Transport Velocity After Val ve 2.8 fps Frictional Head Losses 'Add-on' Friction Losses 0.0 Loss through Discharge 2.2 feet Loss in Transport Before Valve 0.4 feet Loss through Valve 6.1 feet Loss in Transport after Valve 1.0 feet Loss in Manifold 0.0 feet Loss in Laterals 0.8 feet Loss through Flowmeter 0.0 feet 'Add-on' Friction Losses 0.0 feet Pipe Volumes Vol of Transport Line Before Valve 2.1 gals Vol of Transport Line After Valve 5.3 gals Vol of Manifold 0.0 gals Vol of Laterals per Zone 10.6 gals Total Vol Before Valve 2.1 gals Total Vol Atte Valve 15.9 gals Minimum Pump Requirements Design Flow Rate 17.9 gpm Total Dynamic Head 20.6 feet Orenco Systems* Incorporated r7xrrrXrn� tiu 11;ry rtv 30 250 �o H 100 50 00 5 10 15 20 25 30 35 40 Net Discharge (gpm) Pump Data PF3005 High Head Effluent Pump 30 GPM, 112HP 1151230V 1060Hz, 200V 3060Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 10 60Hz, 200/460V 30 60Hz PF3010 High Head Effluent Pump 30 GPM, 1HP 230V 10 60Hz, 200/460V 30 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 10 60Hz, 200/230/460V 30 60Hz �cycnu System Curve:— Pump Curve:, Pump Optimal Range Operating Point Design Point N DESIGN 4 -BEDROOM RESIDENCE (100 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 4 BEDROOMS) WASTEWATER FLOW = 800 GALLONS TANK: 800 x 48 HOUR RETENTION TIME = MIN. 1600 GALLONS 0' 50' 100' USE 1250 -GALLON, SINGLE -COMPARTMENT CONCRETE SEPTIC TANK FOLLOWED BY A 1000 -GALLON, TWO-COMPARTMENT SEPTIC TANK WITH A Scale: 1"= 100'-0" PUMP IN THE SECOND CHAMBER SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.3 GAL/ SQ FT CALCULATED STA = Q/LTAR = 800 / 0.3 = 2667 SF PRESSURE DOSED CHAMBER TRENCHES = 2667 SF X 0.8 X 0.7 = 1493 SF 1493 SF / 12 SF / CHAMBER =125 CHAMBERS FIVE GRAVELLESS CHAMBER TRENCHES 25'QUICK 4' CHAMBERS IN EACH TRENCH TOTAL 125 'QU ICK 4' CHAMBERS EXISTING SEPTIC TEST PIT #1 PROFILE TANK AND STA TO BORING 1 BE ABANDOIID W2.0 TEST PIT #2 PROFILE BORING 2 4 -BEDROOM RESIDENCE J� P.U.D. urrp BR xx°0.az nYn I / _ DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 11/10/16 1 SITE PLAN ALL FLM Trust Date: /16 33 Four Wheel Drive Road Revised:d: 11 11/10/16 Carbondale, Colorado 81623 200 Chattan Lane Designed By: CBO W 1 , O ■,.,,.lt Phone 970.309.5259 Pitkin County, Colorado Reviewed B : RHP am��l'ECarla@allserviceseptic.com y Project Number: C1238 Drawn By: ANG Sheet 1 of 4 0' 10' 20' - r1 PROPOSED OATS Scale: 1"= 20'-0" r saa 33 Four Wheel Drive Road FLM Trust Date: 09/26/16 \ \ NEW 12�04GALLON, \ \ EXISTING SEWER CINE - \ \ \ \ \ \ \ ` \SINGLE-COaPARTTMIENT, CONCRETE BZgq a13 FROM MAIN HOUSE \ 4' DIAM SDR35 SEWER LINE ,SEPTIC�ANK INLET INLVET \ \ \ SEPTIC TANK WITH�LUENT 9' \ Drawn By: ANG V�ITH 40UBLE-SWEEP ELEVATION 8244' \ \ \ \ \ \ SCREEN \ \ \ 5B0�OF25 ICK -4'- s I CLEAN OTLMIN.2% SLOPE \ \ \ \ \ \ \ NEW 1000 -GALLON, TWO-COMPA�1`MJ<NT CHAMBER TREN = 125 \ TO TANK) _ \ \ \ \ -CONCRETE ftz�H PUMP IN SECOND \8zao� CHAMBERS -e1500 S \\ \\ \ \\\ \ OAAPARTMENT\\\\\ \\ \ \\ CL\ OU _— •5" DIASCH40PUYP \ LATERALS_"THF1/8" DIA ORIFICES 4' O.C. FACING \ \ \ \ \8zgz T1P. FIRST, MIDDLE AND - 0 \ \ \ \ \ LAST HOLES -FACE O \ \ \ \ 100' \ —.q,-- � -DOWN FOk DRAINAGE ING ENVELOPE \ \--�--.:. -- --- .-_ J ® TOP OF MAT SLAB_ � — 8246' — Z ZZ \ \ --- — — \ , PROPOSED --------' ;z� i� STUDIO ---------- i �soJNSPECTION PORT _ BtGINULN AND END OF I. 8Zs1\ EACH TRENCIi_ \\\\END EACH LA A90°L91!113 —� i",' a�" , - n S`WEERfill F kCING UP WITH A BALL i "a2s ALVE IN AL BOX ACCESSIBLE AT �RFmE,F N /— — Ixt FLU HING---------- _ AIJV MODEL V6606A AT HIGH `•� a \ _ — — — / POINT \ I _ S\\-- yV EXISTING 1.5" DIA S6H 40 PUMP i TO EACH TR�iVCH \ 5 0' 10' 20' - r1 PROPOSED OATS Scale: 1"= 20'-0" r saa 33 Four Wheel Drive Road FLM Trust Date: 09/26/16 Carbondale, Colorado 81623 r Phone 970.309.5259 200 Chattan Lane 11/10/16 Designed By: ed: ed: CBO W2 0 F Carla@allserviceseptic.com Pitkin County, Colorado Reviewed By: RHP Project Number: C1238 Drawn By: ANG Sheet 2 of 4 END EACH LATERAL IN A 90° LONG SWEEPING ELL FACING UP WITH A BALL VALVE IN A VALVE BOX ACCESSIBLE AT GRADE FOR FLUSHING INFILTRATOR END PLATE f� n STA PLAN GRAVELLESS 'QUICK -4' CHAMBER (4'x 3') 1.5" DIA SCH-40 PVC SUSPENDED PERFORATED LATERALS WITH 1/8" ORIFICES 4' O.C. FACING UP. FIRST AND LAST HOLES FACE DOWN FOR DRAINAGE 1.5" DIA SCH-40 PUMP LINE — (MIN. 1% DRAIN BACK TO TANK) ADV MODEL V6605, ACCESSIBLE AT GRADE --PIPES PLACED IN TOP PORT OF CHAMBER END PLATES 1.5" DIA SCH-40 PVC PUMP LINE TO EACH TRENCH (MIN 1 % SLOPE TO TRENCH) 4" DIA SDR-35+INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH FLM Trust Date: 09/26/16 ALL 33 Four Wheel Drive Road Carbondale, Colorado 81623 200 Chattan Lane Date: 11/10/16 Designed By: CBO • I carla@allserviceseptic.com 11111Phone 970.309.5259 Pitkin County, Colorado Reviewed By: RHP Project Number: C1238 Drawn By: ANG Sheet 3 of 4 SLIP-ON PVC CAP DO NOT GLUE SMALL VALVE COVER 30" DIAMETER PVC BOX OR IRRIGATION INSULATED COPPER RISER (INSULATED) VALVE BOX AT GRADE TRACER WIRE FINISHED GRADE ATTACH CAP OR THREADED CLEANOUT ASSEMBLY 4" DIA SDR -35 12" SEWER LINE MIN X FROM EFFLUENT TO TANK TO HOUSE PUMPING SYSTEM r.'% CLEAN 6'✓9SY SCHEDULE 40 END CAP MUST BE ENCASEMENT PIPE GLUED OR SECURED 33Four Wheel Drive Road IN A WATER TIGHT SCH 40 RIGID END FASHION WITH CAP AT EACH END UNDERGROUND OF PIPE 4DIASDR-35 SEALANT HOLE DRILLED IN END SEWER LINE. CAP MUST ONLY BE LARGE ENOUGH TO MUST REST ON BOTTOM ALLOW SEWER LINE TO OF ENCASEMENT PIPE FIT THROUGH 4 ENCASEMENT DETAIL a scuF ,--4" PVC INSPECTION 52" PORT 48" (EFFECTIVE LENG ) '124134--1 16" 12" LINES TO ENTER AND EXIT IN TOP PORT OF CHAMBER END PLATE CHAMBER DETAILS DISTRIBUTING VALVE ASSEMBLY 1.25" INLET AND OUTLETS ADV DETAIL x 4' max UNDIt L SOIL 6 LIMIT OF EXCAVATION SCARIFY SURFACE n CROSS SECTION xo INSTALL PIPE AND VALVE ECCENTRIC TO CENTER OF VALVE BOX FLM Trust 200 Chattan Lane Pitkin County, Colorado Project Number: C1238 COMPACT SOIL BASE TO SUPPORT 4" PVC PIPE CUT TO BOX FIT USE HOLE SAW TO CUT THRU TOP OF END PLATE 4"DIASDR-35 r ILECTION PORT DETAIL INSPECTION PORT FLUSHING ASSEMBLY T min J GRAVELLESS'QUICK-4' CHAMBER (4'x 3') 1.5" DIA SCH-40 PVC SUSPENDED PERFORATEDLATERALS WITH 1/8" ORIFICES 4'0 . C. FACING UP. FIRST AND LAST HOLES FACE DOWN FOR DRAINAGE FLUSHING ASSEMBLY 10" DIA VALVE BOX WITH SECURED LID 1.5" PVC SLIP X MALE PIPE THREAD ADAPTOR W/CAP 1.5" DIA BALL VALVE 1.5" DIA SCH-40 PVC LONG SWEEP 90" ELBOW IN-SITU SOIL 1.5" DIA SCH-40 PVC SUSPENDED LATERAL Date: 09/26/16 Revised: 11/10/16 Designed By: CBO W4.0 Reviewed By: RHP Drawn By: ANG Sheet 4 of 4 ALL 33Four Wheel Drive Road Carbondale, Colorado 81623 j/ w , ' �o Phone 970.309.5259 carla@allservicesepUo.com DISTRIBUTING VALVE ASSEMBLY 1.25" INLET AND OUTLETS ADV DETAIL x 4' max UNDIt L SOIL 6 LIMIT OF EXCAVATION SCARIFY SURFACE n CROSS SECTION xo INSTALL PIPE AND VALVE ECCENTRIC TO CENTER OF VALVE BOX FLM Trust 200 Chattan Lane Pitkin County, Colorado Project Number: C1238 COMPACT SOIL BASE TO SUPPORT 4" PVC PIPE CUT TO BOX FIT USE HOLE SAW TO CUT THRU TOP OF END PLATE 4"DIASDR-35 r ILECTION PORT DETAIL INSPECTION PORT FLUSHING ASSEMBLY T min J GRAVELLESS'QUICK-4' CHAMBER (4'x 3') 1.5" DIA SCH-40 PVC SUSPENDED PERFORATEDLATERALS WITH 1/8" ORIFICES 4'0 . C. FACING UP. FIRST AND LAST HOLES FACE DOWN FOR DRAINAGE FLUSHING ASSEMBLY 10" DIA VALVE BOX WITH SECURED LID 1.5" PVC SLIP X MALE PIPE THREAD ADAPTOR W/CAP 1.5" DIA BALL VALVE 1.5" DIA SCH-40 PVC LONG SWEEP 90" ELBOW IN-SITU SOIL 1.5" DIA SCH-40 PVC SUSPENDED LATERAL Date: 09/26/16 Revised: 11/10/16 Designed By: CBO W4.0 Reviewed By: RHP Drawn By: ANG Sheet 4 of 4 Item # 125OT-1 CP DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 56.25 ft' • f c ® 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resillent connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • PVC or concrete risers available • Secondary safety screen available with PVC riser • Option of pump or siphon Installed ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 2'-0" 1' — 0" 3' — 0" 2'-0" 3'-0" 3'-0" 4'— 0" DRY 1250 Gallon Top Seam One Compartment 20• Clow Access _T DK Top View Section View Digging Specs Invert Dimensions Net Capacity Net Wei ht 11' Long x 7' Wide 56" below inlet Inlet 56" Outlet 53" Length 135" Width Height 60" 68" Lid Tank Total 1292 gal 3120 lbs 10415 Ibs 13535 lbs Water & (719) 595.8764 28005 Co. Rd 317 Wastiewaur P.O. Baoc925 • VALLEY • Products Fax: (719) 395-3727 Buemv� CO 81211 PRECAST, Inc. • seMaa � ��, G M Residential Biotube' Effluent Filters Applications Our patented* 4 -in. (100 -mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. 4 -in. (100 -mm) Biotube Effluent Filter 4 -in. (100 -mm) Biotube Jr. (4 -in. Biotube cartridge avail- able separately as Insert Filter) 8 -in. (200 -mm) Base Inlet Filter 4 -in. (100 -mm) Insert Filter Orencos superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4 -in. (100 -mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4 -in. (100 -mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low profile tanks, there's the Base Inlet Filter. " Covered by parent numbers 5,492,635 and 4,439,323 To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on "Distributor Locator." APS -FT -1 Rev. 3.4 ©11/10 Orenco Systemsl,, Inc. Standard Features & Benefits • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal Optional Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion -proof construction, to ensure long life • Lifetime warranty Biotube Filtering Process Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes' entire surface for filtering. Particles larger than the Biotube's mesh are prevented from leaving the tank. • int , Orenco Systems" Incorporated Changing the Way the World Does Wastewater"' www.orenco.com Nomenclatures 4 -in. Biotube Filter (standard) X000400-000 I Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard Housing height: 36" and 44" are standard Fitter diameter (inches) W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe Blank = 1/8" filtration P = 1/16" filtration Biotube effluent fitter series 8 -in. Biotube Filter (base inlet model) FT 0 08 22 -14 B [—::] Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate' Base inlet model Cartridge height: 14" standard Housing height: 22" standard Fitter diameter (inches) 08 = 8" Blank = 1 /8" filtration P = 1/16"filtration I Biotube effluent filter series Also available Wth coupling and sleeve as a "kit": FT-OVERFLOWKFT 4 -In. Biotube Jr. (includes cartridge and housing) FT J 0 0 04 18 F-1 Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filter diameter (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Blank = 1 /8" filtration P = 1/16"filtration I Junior series Biotube effluent fitter series 4 -in. Biotube Fitter Insert (cartridge only) FT i [1 04 18-[]-F--] For customized options (e.g., NC indicates North Carolina regions) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Cartridge height (inches) Fitter diameter (inches) Blank = 1/8" filtration P = 1/16"filtration I Insert Biotube effluent filter series 4 -in. Biotube Effluent Filter 4 -in. Biotube Jr. Bible PVC handle ;s steel set screws op seal plate Air vents )e° filter cartridge Riser Solid base wall Filter housing == == Distributed By: Tank wall --= a Item 0 1000T-2CP-HH DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 46.25 ft2 • f'c ® 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • Secondary safety screen available with PVC riser ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0' - 0" 2' - 0" 1'-0" 3'-0" 2'-0" 3'-0" 3' - 0" 4' - 0" DRY 4' - 0" 1000 Gallon Top Seam Two Compartment with High Head Pump 11 View Y iew 24" Minimum Height Ilyl Rubber wires t0 , Sealant Panel kdc Discannect 11-1 fl I valve Boot *Service contacts available for mabWance* Pump: • Lowers TSS and improves effluent quality to field • Easiest pump system tD maintain on the market • Complete Installation (wiring, panel, mounting and start-up procedures) • Complete warranty Digging Specs Invert Dimensions Net Capacity Net Weight 11' Long x 7' Wide Inlet Outlet Length Width Min. Height Inlet Side Outlet Total Lid Tank Total 56" below inlet 56" 73" 111" 60" 92" 687 gal 323 gal 1010 gal 2620 lbs 9380 lbs 12200 lbs Water & Wastewater VALLEY • Pr du is FO AF PRECAST, Inc. • service (719) 395-6764 28W5 Co. Rd. 317 P.O. 130K 925 Fax: (719) 395-3727 Buena Vida, 0081211 Website: wwwmalleyprecast.com Email: frontdesk@valleyprecastcam 0 BiotubeO ProPak Pump PackageTM 60 -Hz Series Pump Packages Control panel External splice box. Riser lid (Optional; internal splice (not included) O blox comes standard.) Float — bracket Support pipe Pump vault Float stem Floats Float collar Vault inlet holes 4 -in. (100 -mm) — turbine effluent pump Biotube® filter cartridge IIf��T� II11 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 Orenco technical documents: Riser (not . Float Switch Assemblies (NSU -MF -MF -1) included) • Discharge Assemblies (NTD -HV -HV -1) Discharge • Splice Boxes (NTD -SB -SB -1) assembly • External Splice Box (NTD -SB -SB -1) Pump liquid end Pump motor Biotube" ProPakTM pump package components. Applications The Biotube ProPak is designed to filter and pump effluent to either gravity or pressurized discharge points. ft 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 removed 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 BPP20DD, BPP20DD-SX, BPP30TDA, BPP30TDD-SX, BBPP50TDA, BPP50TDD-SX Product Code Diagram BPP F1 Ttandard options: Blank = 57 -in. (1448 -mm) vault height, internal splice box, standard discharge assembly 68 = 68 -in. (1727 -mm) vault height SX = external splice box CW = cold weather discharge assembly DB = drainback discharge assembly D = cam lock MFV = non -mercury float Control panel application: DD = demand -dosing TDA = timed -dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter & counters Pump flow rate, nominal: 20 = 20 gpm (1.3 Usec) 30 = 30 gpm (1.9 Usec) 50 = 50 gpm (3.2 Usec) Biotube9 ProPak" pump vault Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843.541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, ® 08/14 Page 1 of 4 ProPakTM Pump Vault Biotube" Filter Cartridge Materials of Construction Materials of Construction Vault body Polyethylene Filter tubes Polyethylene Support pipes PVC Cartridge end plates Polyurethane Dimensions, in. (mm) Handle assembly PVC A - Overall vault height 57 (1448) or 68 (1727) Dimensions, in. (mm) B - Vault diameter 17.3 (439) A - Cartridge height 18 (457) C - Inlet hole height 19 (475) B - Cartridge width 12 (305) D - Inlet hole diameter (eight holes total) 2 (50) Performance E - Vault top to support pipe bracket base 3 (76) Biotube® mesh opening 0.125 in. (3 mm)' F - Vault bottom to filter cartridge base 4 (102) Total filter flow area 4.4 ft2 (0.4 m� Total filter surface area 14.5 ft' (1.35 m) Maximum flow rate 140 gpm (8.8 Usec) `0.062 -in. (1.6 -mm) filter mesh available A C A E LL-- ____����� � ('.BNo i B� ProPakTm pump vault (shown with Biotube filter and effluent pump) Biotube® filter cartridge (shown with float switch assembly) NTD -BPP -1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 1.2, ® 08/14 Page 2 of 4 4 -in. (100 -mm) Turbine Effluent 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 effluent pumps, and meet UL requirements. Power cords for Orenco's 4 -in. (100 -mm) turbine effluent pumps are Type SOOW 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge: Stainless steel or glass -filled polypropylene Discharge bearing: Engineered thermoplastic (PEEK) Diffusers: Glass -filled PPO Impellers: Acetal (20-, 30-gmp), Noryl (50-gpm) Intake 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 Nom. flow, gpm (Usec) Length in. (mm) Weight Discharge Ib (kg) in., nominal' Impellers 20(1.3) 22.5 (572) 26 (11) 1.25 4 30(1.9) 21.3 (541) 25 (11) 1.25 3 50(3,2) 20.3 (516) 27 (12) 2.00 2 Performance Nom. flow, gpm (Usec) hp (kW) Design Rated Min liquid flow amps cycles/day level, in. (mm) 20(l.3) 0.5 (0.37) 12.3 300 18 (457) 30(1.9) 0.5 (0.37) 11.8 300 20 (508) 50(3.2) 0.5 (0.37) 12,1 300 24 (610) Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect discharge assemblies to metric -sized piping. T Minimum liquid level is for single pumps when installed in an Orenco BiotubO ProPakTAA Pump Vault. E Pump Curves 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 (fDH), providing a graphical representation of a pump's performance range. Pumps perform best at their nominal flow rate, measured in gpm or Usec. 140 Z ?b 120 C: fQ 100 a = 80 v E e 60 c 40 20 Flow in liters per second (Usec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 10 20 30 40 50 60 70 Flow in gallons per minute (gpm) 43 m 37 z ,e 30 Z 0 a 24 ai t U 18 CC a 12 ie 1� Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, ® 08/14 Page 3of4 0 Control 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. M Control Panel (Timed Dose) Orenco'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 Construction Materials 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 9.5(240) B - Width 9.5(240) C - Depth 5.4(135) C - Depth 5.4(135) Specifications Specifications Panel ratings 120 V 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz Panel ratings 120 V 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz 1. Motor -start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles Dual -mode Programmable for timed- or demand -dosing at FLA (10 million at 50% of FLA) (digital timed -dosing panels only) 2. Circuit 120 V, 10 A, OFF/ON switch, Single pole breakers 1 a. Analog timer 120 V, repeat cycle from 0.05 seconds to 30 3. Toggle switch Single -pole, double -throw HOA switch, 20 A (not shown) hours. Separate variable controls for OFF and ON time periods 4. Audio alarm 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 1 b. Digital timer 120-V programmable logic unit with built-in LCD (shown below) screen and programming keys. Provides control 5. Audio alarm 120 V automatic reset, DIN rail mount silence functions and timing for panel operation relay 2. Motor -start contactor 16 FLA,1 hp (0.75 kW), 60 Hz; 2.5 million cycles 6. Visual alarm 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence," at FLA (10 million at 50% of FLA) 120 V LED, UL Type 4X 3. Circuit breakers 120 V 10 A, OFF/ON switch. Single pole 120 V 4. Toggle Switch Single -pole, double -throw HOA switch, 20 A 5. Audio alarm 95 dB at 24 in. (600 mm), warble -tone sound, LIL Type 4X 6. Usual alarm 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence", 120 V LED, UL Type 4X Control panel, demand -dose Control panel, timed -dose (digital timer model shown) NTD -BPP -1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 1.2, ® 08/14 Page 4 of 4 PF Series 4 -inch (1 00 -mm) Submersible Effluent Pumps Applications Our 4 -inch (100 -mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion -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 drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotubel pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor — Discharge Connection — Bypass Orifice Suction Connection Powered by s�® Franklin Electric C US LR80980 LR2053896 Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run -dry capability with no deterioration in pump life or performance" • Patented 1i8 -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI -SEAL TM 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 SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship Not applicable for 5 -hp (3.73 kM models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram 12 ❑❑❑–❑ Tord length, It (m)3 Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 = 115' 200 = 200 2 = 230' 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (kW): 03 = 'A hp (0.25) 05 = Ys hp (0.37) 07 = �Yi hp (0.56) 10 = 1 hp (0.75) 15 = 1-16 hp (1.11) 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) Nominal flow, gpm (Usec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) Pump, PF Series `'h -hp (0.37kM only 1220 volts for 50 Hz pumps INote: 20 -foot cords are available only for single-phase pumps through 1 '1h hp Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 •541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, ® 09/14 Page 1 of 6 Specifications, 60 Hz Ea CM 3 Cf.l d yy c1c x�-9 Pump Model cc a R a 0 E� z0 d rn 3 a Cr- C yo cCism H n E x cc d E y c �' m cLaa o� E a; �- d Q E �E v rn a o1Oc PF100511 10(0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 Y4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10(0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 '/4 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 '/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PH 00712 1,1 10(0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 '/4 in. GFP 25.9 (658) 17 (432) 30 (14) 300 PH 0073200 4, 5 10(0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 '/4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PH 01012 1,1 10(0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 '/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PH 0103200 5.6 10(0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 '/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5, s, �, a 10(0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 '/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PH 02032 5, 6, 8 10(0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 '/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PH 0203200 5, 6, 8 10(0.6) 2.00(l.49) 3 200 208 8.7 8.7 18 1 '/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15(1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 '/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15(1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 '/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20(1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 '/4 in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20 (1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 '/4 in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20(1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 '/4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4.5 20(1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 '/4 in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4 5 20(1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 '/4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4, 5 20(1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 '/4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4, 5 20(1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 '/4 in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30(1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 '/4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30(1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 '/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30(1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1'/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30(1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 '/4 in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30(1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 '/4 in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30(1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 '/4 in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30(1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 '/4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4.5 30(1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 Y4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4 5 30(1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 '/4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4,5 30 (1.9) 1.50(l.11) 3 460 480 2.8 2.8 8 1 '/4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5, 6,1 30(1.9) 2.00(l.49) 1 230 240 11.0 11.0 10 1 '/4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5,6 30(1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 '/4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5.6,1, 8 30(1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 '/4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5, 6.8 30(1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 '/4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 1.1j, 8 30(1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 '/4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5-1,8 30(1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 '/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5, 6,1 30 (1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 '/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50(3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 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 PF50053200 50(3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 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 PF500712 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 NTD-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, ® 09/14 Page 2 of 6 Specifications, 60 Hz (continued)" - 01 NE � N41 E d a N d a1 C CL R 2. = - E Lrn._t v cm y N E: G a O N y nxf9 w cv E E ca CZ 0 Q 0 E rL 03 D A J C 41 l0 Pump Model PF500734 50 (3 2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50 (3 2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 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 (18) 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) 39 (18) 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 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 PF5030121, 1, 1.1 50(3.2) 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF5030320015,1 50(3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (162) 55 (25) 300 PF503034 ^, 5,1 50(3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 5.6',1 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 ss,1,1 50(3.2) 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 PF751012 75(4.7) 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 PF751512 75(4.7) 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 10(0.6) 0.50 (0.37) 1 220 230 3.9 4.1 6 1 1/4 in. GFP 23.0 (584) 17 (432) 26 (12) 300 PH 00752 1,1 10(0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 1/4 in. GFP 26.8 (658) 17 (432) 30 (14) 300 PH 01552 5,1 10(0.6) 1.50 (1.11) 1 220 230 10.5 11.4 18 1 1/4 in. SS 39.5 (1003) 22 (559) 46 (21) 300 PF300552 30(1.9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 1/4 in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30(1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 %4 in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301052 30(1.9) 1.00 (0.75) 1 220 230 7.4 7.4 7 1 1/4 in. GFP 28.4 (721) 20 (508) 32 (15) 100 PF30155245 30(1.9) 1.50 (1.11) 1 220 230 9.3 9.3 8 1 1/4 in. GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 50(3.2) 0.50 (0.37) 1 220 230 4.0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 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 PF501052 50(3.2) 1.00 (0.75) 1 220 230 7.3 7.4 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF501552 50(3.2) 1.50 (1.11) 1 220 230 9.1 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 (162) 27 (686) 34 (15) 100 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 N -in. NPT GFP discharge is 2 718 in, octagonal across flats; the 1 Y, -in. NPT SS discharge is 2 1B in. octagonal across flats; and the 2 -in. NPT SS discharge is 2 718 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orence discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and 10-11 (3-m) cord. 4 Nigh -pressure discharge assembly required. 5 Do not use cam -lock option (0) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control paneq required for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are supplied with 3 -hp and 5 -hp pumps. Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, ® 09/14 Page 3 of 6 0 0 Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass -filled PPO (Noryl GFN3) Impellers Celcon" acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Nat'l GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 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 motor housing ensures moisture -free 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 (1.11 kW) have built-in thermal overload protection, which trips at 203-221° F (95-105° C). Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. 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 most accurate pump specification, use Orenco's PumpSelect" software. Pump Curves, 60 Hz Models 800 700 c 600 500 a 400 300 e a 200 0 ~ 100 0 2 4 6 8 10 12 14 16 Flow In gallons per minute (gpm) 161 w 140 Q) e 120 2 0 100 C -c 80 v 60 40 Z I° 20 0L 0 I PF15 Series, 60 Hz, 0.3 hp 3 6 9 12 15 18 21 24 Flow in gallons per minute (gpm) NTD -Pu -PF -1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, ® 09/14 Page 4 of 6 Technical Data Sheet Orenco" Pump Curves, 50 Hz Models Flow in gallons per minute (gpm), nominal o 1.6 32 4.8 6.3 7.9 9.5 11 13 42 12 An��BI 1111000I ■■\\■■\it Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 7 R 16 9d 17 M AR FC, FZ Flow in gallons per minute (gpm), nominal 12D 63 13 19 25 32 PF30 Series, 50 Hz, 0.37 -1.11 kW 525 R ti 100 459 c y C: E 394 ,m c 80 PF30M e................... „ 328 � 60 262 m z 052 e E 197 40 c a ... .. 131 a «° F° 20 66 0 Flow in liters per second (L/sec) 0 0.4 0.8 12 1.6 2.0 2.4 Flow in liters per second (Usec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■E■■■■■■E■■■■■■■■ ■■ ■■■■■■ ■■■■■■■■ 328 ,c E 0 e 262 C: 89 m 79 .o C: 69 59 0 49 ttZ R 39 e'c V 30 m 20 0.6 1.2 1.8 24 3.0 3.6 42 4.8 5.4 U Flow in liters per second (L/sec) NTD-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA - 800-348-9843 - 541-459-4449 - www.orenco.com Rev. 2.2, 0 09/14 Page 6 of 6 This article may describe design crii'PRfi that was in effect at the time the article was wt ,,,en CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. FOR CURRENT DESIGN Orenco Automatic Distributing Valve Assemblies 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/or 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 valve 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 0 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 4. 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 of the stem allows the rubber 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. • 5 ■ I I � Figure 1: 6000 Series Valve • 7V asp Orenco Systems' Incorporated 1-800-348-9843 NTP -VA -1 Rev. 1.2'@ 11/03 Orenco Systems". Inc. Page 1 of 6 0 W Figure 2: Orenco Distributing Valve Assembly (6000 Series Valve) 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 difficult 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 1 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 Orenco Systems', Inc. Page 2of6 o 0 Table 1. Automatic Dishibuting Valve Assembly Headloss Equations Model Series EM160 Qpm9ng Range (Spm) V4400A HL = 0.085 x Q1.45 10-40 V4600A HL = 0.085 x Q1.58 V6400A HL = 0.0045 x Q2 + 3.5 x (1- e -0-06Q) V6600A HL = 0.0049 x Q2 + 5.5 x (1- e-0- 1Q) 35 Q 30 E Cn 25 Cn 20 0) 0 15 10 Cn 0 J 5 CU0 10-25 15-70 15-70 MMMMMMMMMMMM MMMMMMMMMMMMMM MMMMMMMMMMMP-.AFM V44001�jW MMMMMP mara _ _.Ma MMMMM _W0001M ROOMMOMM = 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 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 sized and installed — provide the necessary protection to prevent valve malfunction. 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 operation. NTP -VA -1 ROVAZ ®11M Orenco systeme. Inc. Page 3 of 6 W 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, check 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. Transport Line Dosing Tank Figure 4: Ideal valve location Distributing Valve Assembly Discharge Laterals NTP -VA -1 Rev. 1.2, ©11/03 Orenco Systems", Inc. Page 4 of 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 off to 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. 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: The 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, ©11/03 Orenco Systems, Inc. Page 5 of 6 Ln n SOLUTION 3: Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects that may jam or retard the movement of the disk. SOLUTION 4: 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. SOLUTION 5: 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. SOLUTION 6: 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. 2. PROBLEM: Water comes out of all the valve outlets CAUSE: Stem and disk assembly not seating properly on valve outlet. SOLUTION 1: 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. SOLUTION 1: Keep the transport line full. SOLUTION 2: 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. 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. NTP -VA -1 Rev. 12, ©11/03 Orenco Systems', Inc. Page 6 of 6 Submittal Distributing VData Sheet ; ' 1-800-348-9843 Applications Automatic Distributing Valve Assemblies are used to pressurize multiple zone distribution systems including textile filters, sand filters and drainfields. eM Bottom View Side View General Orenco'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. Ideal 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. Nomenclature V❑❑❑❑A TTIndicates assembly Number of active outlets Model series: 44 = 4400 series (2-4 outlets) 46 = 4600 series (5-6 outlets) 64 = 6400 series (2-4 outlets) Specifications 66 = 6600 series (5-6 outlets) Distributing valve Materials of Construction All Fittings: Sch. 40 PVC per ASTM specification Unions: Sch. 80 PVC per ASTM specification Ball Valve: Sch. 40 PVC per ASTM specification Clear Pipe: Sch. 40 PVC per ASTM specification V4XXX Distributing Valves: High-strength noncorrosive ABS polymer and stainless steel VWX Distributing Valves: High-strength noncorrosive ABS polymer, stainless steel, and die cast metal NSU -SF -VA -1 Rev. 3.0, © 4/03 Page f of 2 W Distributing Valves (continued) — 35 �. 30 V6600A a E 25 N Q 20 V4400A 1000000 V6400A 15 V4600A s N 10 O J 5 a� x 0 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (ft.) Min. Enclosure V4402A 1.25 1.25 10-40 170 VB1217 V4403A 1.25 1.25 10-40 170 VB1217 V4404A 1.25 1.25 10-40 170 VB1217 V4605A 1.25 1.25 10-25 170 RR2418 V4606A 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 RR2418 V6404A 1.5 1.5 15-100 345 RR2418 V6605A 1.5 1.5 15-100 345 RR2418 V6606A 1.5 1.5 15-100 345 RR2418 NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 2 of 2 :Quick4 Frr< The Quick4° Plus INFILTRATOR" Standard Chamber water technologies The Quick4 Plus Standard Chamber offers maximum strengti 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 TM which permits turns up to 15 -degrees, right or left. It is also available in four -foot lengths to provide optimal installation flexibility. The Quick4 Plus All -in -One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength Quick4 Plus StandardChamber Specifications Size 34"W x 53"L x 12"H (864 mm x 1346 mm x 305 mm) Effective Length 48" (1219 mm) Louver Height 8" (203 mm) Storage Capacity 47 gal (178 Q Invert Height 0.6" (15 mm), 5.3" (135 rnm), 8.0" (203 mm), 12.7" (323 mm) APPROVED in Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four -foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 12" of cover Quick4 Plus All -in -One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid -trench • Mid -trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center -feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All -in -One Periscope Benefits: • Allows for raised invert installations • 1800 directional inletting • 12" raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical / \ Officials (IAPMO) (�) Quick4 Plus Standard Chamber ZT1 12' 34" Quick4 Plus All -in -One 12 Endcap PRESSURIZED PIPE DRILL ATIONS FRONT VIEW Quick4 Plus All -in -One Periscope QUICK4 PLUS '"' -ONE PERISCOPE 30 W 48„ EFFECTIVE LENGTH SIDE VIEW INVERT 7�Quic/1 4° LUS CRAMBERSYSTEMS INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of 4 Business Park Road states and counties have different warranty requirements. Any purchaser of Units should contact P.O. Box 768 Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to Old Saybrook, - Fax x 475 860-577-7000 860-577-7001 obtain a copy of the applicable warranty, and should carefully read that warranty prior to the INFILTRATOR® 1-800-221-4436 x 860 purchase of Units. water technologies www.infiltratorwater.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, Microl-eaching, PotyTuff, ChamberSpacer, MuhiPort, Posil-ock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra -Rib is a trademark of IPEX Inc. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A. PLUS05 0713 Contact• • •.ieS' Technical Services Departmentfor :11 Quick4® Plus StandarRow Profile Chambers Pressure Distribution Systems Installation Instructions Before You Begin Quick4 Plus Standard Low Profile (LP) Chambers can only be installed according to state and/or local regulations. Soil and site conditions must be approved prior to installation. Conduct a thorough site evaluation to determine proper sizing and siting of the system before installation. Materials and Equipment Needed ❑ Quick4 Plus Standard LP Chambers ❑ Quick4 Plus All -in -One or Q4 Plus Endcaps ❑ PVC Pipe and Couplings ❑ Backhoe ❑ Laser, Transit or Level ❑ Tape measure ❑ Shovel and Rake ❑ Utility Knife ❑ 1 1/4 -inch Drywall Screws* ❑ Screw Gun* ❑ Small Valve -cover Box* ❑ 4 -inch Cap Inspection Port * Optional These guidelines for construction machinery must be followed during installation: ❑ Avoid direct contact with chambers when using construction equipment. Chambers require a 12 -inch minimum of compacted cover to support a wheel load rating of 16,000 lbs/axle or equivalent to an H-10 AASHTO load rating. ❑ Only drive across the trenches when necessary. Never drive wheeled machinery over chambers. ❑ Avoid stones larger than 3 inches in diameter in backfill. Remove stones this size or larger that are in contact with chambers. Installing the Chambers and End Caps 1. To allow pressure laterals to drain after each dose, drill a hole in the bottom of the pipe at the end of the pressure line. Place the snap -off splash plate or a paving block at the bottom of the trench to protect the infiltrative surface from erosion. 1- PRESSURE LATERAL (TYP 2- PRESSURE LATERAL (TYR) v oR Y TRENCH 6oTTCM PIPE PLACEMENT 2. With a hole saw, drill out the appropriate diameter hole to accommodate the pressure lat- eral pipe. 3. Insert the pressure lateral pipe into the end cap's drilled opening and slide it into the manifold pipe. Glue the pressure lateral pipe to the manifold pipe. Drill pressure pipe hole. 4. With the pressure lateral pipe through the end cap, place the back edge of the end cap over the inlet end of the first chamber. Be sure to line up the locking pins on the top of both the chamber and end cap. Note: Health departments may require a wet -run pressure check to be done prior to chamber installation when the pipe is lay- ing on the ground. Check with your local health department for the proper procedure. 5. (Method A) Secure the pres- sure lateral pipe to the top of the first chamber with a plastic pipe strap at the outlet end of the unit. Slide the strap up through a slot in the chamber top, down through the other slot, and cinch the two ends around the pipe. 6. (Method B) With the holes pointing up, stabilize the pressure lateral pipe on the ground to prevent it from moving. .Quick4�� srsiawnraauaruMr� Place end cap over inlet end. Secure pressure pipe 7. Lift and place the next chamber onto the previous one at a 45 -degree angle. Line up the chamber end between the connector hook and locking pin at the top of the first chamber. Lower it to the ground to engage the interlocks. 8. (Method A) Secure the lateral pipe to the top of the next chamber once in place. Follow the same method in Step 5. 9. Continue interlocking chambers and securing the pipe until the trench is completed. 10. Before attaching the final end cap, it may be necessary to remove the tongue of the connector hook on the last chamber with a pair of pliers depending on your pipe diameter. 11. Insert the pressure lateral pipe through the hole in the final end cap and slide the end cap toward the last chamber. Lift the end cap over the modified con- nector hook and push straight down to secure it to the chamber. Note: If cleanout extensions are required, use a hole saw to out a hole in the top of the Quick4 Plus All -in -One Endcap so the pressure lateral pipe with an elbow can extend to the ground surface. For cleanout access, use the "Installing Optional Inspection Ports" section in the general installation instructions. 12. If installing multiple rows of chambers, follow Steps 1-9 to lay the next row of chambers parallel to the first. Keep a minimum separation distance between each row of chambers as required by local code. Lateral pipe through end cap. WqG RU6 Failure to comply with these installation instructions may Invalidate the warranty. Contact Infiltrator Systems' Technical Services Department for assistance at 800-221-4436. MLLE Wx pll MYiVgp�O%) C Advantages of Method A • Pipe and orifice placed closer to the chamber dome offer improved distribution. • Pipe positioned at the top of the chamber places it well above effluent. • Plastic pipe hanger easily secures pipe in place. Advantage of Method B • Pipe resting on the trench bottom allows easy installation and maintenance. • Stabilizing 'T's" keep pipe level. • System promotes efficient pressure checks. • Pipe resting on the trench bottom allows easier inspections if monitoring ports are installed. ALL WEATHER PLASTIC PIPE STRAP WITH 120 POUNDS TENSILE STRENGTH AT EVERY CHAMBER CONNECTION PRESSURE PIPE WITH HOLES AT 12 O'CLOCK STABILIZE OR "T" EVERY 10' TO (MAY BE INSTALLED ON PREVENT PIPE ROTATION AND EITHER SIDE) MAINTAIN PROPER PIPE POSITION PRESSURE PIPE WITH QUICK4 PLUS HOLES AT 12 O'CLOCK STANDARD LP CHAMBER QUICK4 PLUS STANDARD LP CHAMBER (MAY BE INSTALLED ON EITHER SIDE) L1Ln�. Infiltrator Systems, Inc. Limited Warranty (a) The structural integrity of each chamber, end cap and other accessory manufactured by Infiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty perod will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to inciden- tal, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improp- er operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by State and local codes; all other applicable laws; and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the standard Limited Warranty offered by Infiltrator. A limited number of States and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. V��_ Distributed By: INFILTRATOR® systems inc. 6 Business Park Road • P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • FAX 860-577-7001 1-800-221-4436 www.infiltratorsystems.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, and Ouick4 are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. 0 2009 Infiltrator Systems Inc. Al rights reserved. Printed in I.I.S.A. PLUS030709AG-0 N Except for Soil Type 0, the LTAR may vary, depending on the Soil Type and the Treatment Level of the effluent. You may adjust the LTAR for Soil Types 1-5 by choosing different Treatment Levels, but for Soil Type "0" the LTAR will always be "1" regardless of Treatment Level. Remember that HLT systems are always pressure -dosed, so no additional sizing reductions are given for Manufactured or Chamber distribution media for HLT systems. Enter Design Flow (gpd) 800 Enter Number of Bedrooms (including office(s), ADU, etc.) 4 Select LTAR 0.3 Enter Additional Flow in GPD1 0 Select Effluent Application Factor 0.8 FOR See Distrbution Media Tabs below for design details TRENCH STA 2133 BED STA 2667 FOR TL1 w / GRAVEL DISTIRBUTION MEDIA CLICKI HERE Ito go to / return to this TAB TRENCH STA 2133 BED STA 2667 TRENCH STA """Ma- I BED STA 2400 FOR TLS w / CHAMBER DISTRIBUTION MEDIA CLICK HERE Ito go to/return to this TAB TRENCH STA 1493 BED STA 1867 To Calculate STA Reductions for Deep Gravel CLICK I HERE Ito go to/return to this TAB To Calculatei5tirbution Pipe Volume CLI . HERE to go to/ return to this TAB ET systems are sized based.Evaporation Rate at the site. Enter the Lake Evaporation Rate 42 inches per year ET SYSTEMS 11162 NDDS SYSTEM 2000 House size in sq ft 6001 Flow 100 Minimum Tank Size = CHAMBER DISTRIBUTION MEDIA WORKSHEET I minimum required number of chambers are based on the wastewater flow, LTAR and method of effluent application entered in TAB 1. To change any of those parameters, such as using pressure dosing instead of siphons just click F77HERE to return to TAB 1 and make changes - this sheet will automatically recalcuate with that info. FOR HLT EFFLUENT* INSTRUCTIONS: Determine the STA from the tables at left that reflects the STA type and wastewater TL and select it from the drop down list in the YELLOW box below: BED STA 2667 a--- ------------------------------ 1493 O. TLI EFFLUENT --- ' TRENCH STA F1493 BED STA 1867 -' MINIMUM REQUIRED NUMBER OF UNITS ARE SHOWN IN TABLES BELOW - FOR EQUAL EFFLUENT DISTRIBUTION THE NUMBER OF CHAMBERS IN EACH BED ROW OR TRENCH MUST BE EQUAL, WHICH MAY REQUIRE MORE CHAMBERS THAN SHOWN BELOW. DISTRIBUTION LINES ARE REQUIRED WITHIN THE CHAMBERS. ADS PIPE INC Arc 18 (18" wide trench) UNITS 213 Arc 24 (24" wide trench) 166 Arc 36 107 Arc 36 HC 100 Arc 36 LP 107 RESERVED RESERVED RESERVED INFILTRATOR SYSTEMS INC UNITS Quick 4 Plus Standard 124 Quick 4 Plus Low Profile 124 Quick 4 Plus High Capacity 124 RESERVED RESERVED RESERVED 0 PROPOSED STUDIO -- -- .v � PROPERTY LINE ENV ELOPE-/ / 44 �, 40- - f, f/'"F�J�—j-,� /may ` 1.:I �� �--1�,���,\ a�� •.-_-•._- �- ,. BUILDING BELOW / RETAINING WALLS XSNOWMELTEO AUTOCOURT .sh`� am ✓1-'"t-�. � �'Y 1• "^an__ APPROMATE LOCATION OF �� AGGgEGATEpWVE N+ � �� % ti fGtE TRUCK PWLOfP------------ MAYFOR r/ ^... y1j,� i7.•y�./�� FIRE RURCK ACCESSWIDEN `' l ` EXISTING I"� 1 HOUSE EMIELom , 1 1 ; I II ~�. �(�• ✓ice_- No =-'A y 1 ',1Mi- I r � /J -" --^✓, w� UY�n M%riW.� cn'�u` t did. C�YUV9A6vw, l I .4. Q COLORADO"UCCS WAILING ASPEN ...". ". -_ t17W0 ENVELOPES ' _ _ — _ _ — - - --� II Chi-*ONAUS TRIWA00ES GANIBBLQAK Z"c^r�J ' -0UEACU56ANEE14 (.. \ HN �'-{ ^� J `1•,i1! I k` () N1TE.OPE BRTERBN T `I�/ yi'� •PURSN/A SAIOEMA7A //��'7yy., O Q} SMLUYCINOUEFOIL {'�'� ' •V ENDU FRUTACOSA10UNr ------------( NORTH EVEWSr -------------- ---- NITY - ACTENVELOPE ---------.___ PROPERTY LINE. ..... _. _ N U ui TZ U � 0 Q � u w V fi a MT6r 7pYAf6 LAND: I.ViD VSE APfBCNA15 PRO= NLMWJb Is= �iolm ®u rm rc��nc i SITE PLAN !tl — IV A-002 EXISTING MAIN HOUSE, UPPER LEVEL, FARI2 STUDIO LEVEL m-Fb J4 LOWER LEVEL',, .11 la 02STRIG BIMLMNG FAR CA' CLIATKM Ism SF MAN LEVEL 19662E UM'FRIEVEI ,� SF ,{JyEEruNas BEY9HRS'i. 5 7ST EXKTW rAR mow. 5'7175F EX6TPKrfM •IX15F ymaC MED g 75F TOTAL ALLOWABLE FAR P. 165]SF LEV LOWER EL 7m E8 MAN LEVEL 78g TNFRIu onMll:o 21,65 SF 8612 SF TOTALFAR V-STJI SF TOTAL ALLO.NASIE FAR �0."FM6TN66PR�P(ISFnPP LSSF REMAINING FAR, NOT VE'O V) F— u W T� 1 U Q•0 QRLQ yY C� u Lu � CAT6 W2&-&6 IUUFI LAND USE A"ROVALS PROJECT NUNRPJR 150 FAR �a 1 ' L�CI1S UMRFR,AO61 up �Yfbf *'YMF�k%TttlR Iaurou7cR eA•..•A A-103 ,.Lcw..w 6wl 7rom+ml-�. xr.*Aue.a. A V) H V w H V O Q N Z; >- §4 u LUj LLJa u LL Ii Wt.. 9r9lJ]016 LAND use nrrxovats NIORR NL MER; 150M LOWER LEVEL STUDIO PLAN O swe •. ro• A-110 NOR'N .v.+.raml.rr+w�aan Q Mlbh dnrowseryaWNrr, --- 4 `-�-.MINOOUf -• caww II I 7 { I fJiCNe Mlon-r+1 \i` 1 m O NORTH I- U Lu H U 0 0 V) Q z LU V U.0 DAM 9 WIX1(, msm W40 USE APPAOVA.S PROJECT NWIERi 15070 Htl10Rh seal oem ,u�ua - 0 MAIN LEVEL STUDIO PLAN scut: 1w•. ra A-111 4YA<dwq 6W1 nawrwJf Iw.eynAumlvr ,4SITE WASTEWATER TREATI. _NT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0036.2016.POWT Parcel ID # 2735-044-01-005 Permit Issued: ❑NEW CDU ®REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY []AMENDMENT Owner(s): FCM Trust Property Address: Legal Description: Size of Lot: 7.0 Size of Building: 200 Chattan Ln Acres Detached Accessory Unit: ®YES ONO ➢ 6000 Sq. Ft. Size of Accessory Unit: The system is designed for: 5 bedrooms in the Main House and ADU. Designed By: All Service Septic Phone #: 970-309-5259 Fax #: Project #: C1238 Mailing Address: Sq. Ft. Dated: 9/26/2016 Email Address: Carla.ostberg@g_Mail.com LTAR: 0.3 (TL1) Profile Hole Depth: 11' Depth to Groundwater or Bedrock: ➢ 11' Minimum Tank Capacity: 1500 gallons Minimum Absorption Area: 1867 ft2 (pressured dosed TL1 Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This permit is for the replacement of the existing OWTS due to it being partially on the neighboring property. Permit #0015.2014.powt to replace the tank has expired, the work was not completed, and now void. The existing OWTS shall be abandoned properly and evidence of proper abandonment submitted to this office as part of the final approval of this permit. Sewage will flow via gravity to a new 2000 gallon, two-compartment, concrete septic tank with and effluent filter installed in the second compartment. Effluent will flow via gravity to a new 500 gallon, concrete pump vault and then pressure dosed to an automatic distribution valve (ADV) and then to a 5 -trench soil treatment area. The engineer shall inspect the "open hole" to verify the soils report. Any proposed changes to the soil treatment area shall have the approval of this department prior to installation. Each trench will have 32 Quick -4 chambers for a total of 160 chambers. The soil treatment area shall be a minimum of 10 feet to the property line and 25 feet to the water line. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Kurt Dahl, REHS Date: 10/25/2016 Expires: 11/25/2016 Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: f iekepid 003 �,Zc(b ,pow '7- 0 �./'4. A-k-"J-V%Csc. B�u.t �- c : ��. ��� 1 . nu ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT APPUCATION 78 Service Center Rd . Aspen, GO.81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel IDO (avaaabie f om the Pitkin County Ass**$Oft OWW* �� r _ _ try 970420.5160 or at? ,. r;t�tna,a > c ;c :]: ✓ V Purprsaf of Permit: ❑ NEW AIR DUE TO FAILURE ❑ R8400 ./ADDMON ❑ TANK ONLY ❑ FM.D ONLY Cost of System Repair or RemodellAddifinn (approximate): Property Acdress: o� -Wao Lot Block: Fiing: bdiv Cj C Property Owner(sy: ErtaR Address: Owner's Meiling Addmss:- 1 i L4 �)t State. Zip: oc N-{,,�, s "i r77- 07Business Phone: `Contacf inicrmacfon must be provided for the Ovi W s4..1mg d#s appficatwn. Primary Contact Person/ nt (if notower): T r Contact/Applicaht. Maaing Addtak city. State. Zip: Cell Phone: C _. Business Phone: Fax Number Email Address: �. Building Permit # (if appiicahie)' O Lo: Size (ir. acres): Size of Suikfirg (square feet): Number of Potential Bedrooms: Detached Access" Unit? F—/, yFS ( ,% - O NO =0 or nccesaory urm (square feet). 1t Number of Potential Bedrooms In or Fixture List for the Accessory y Unit: Water Source: �/ ❑ PRIVATE WELL ❑ SUR.rACE WATER CI SPRING CI COMMUNITY/P1JB17C WATER SYSTEM Name of Community/Public Water System (if applicable): FSE ... . 1 e0rlifjt that the above (reformation is complete and accurate and that I have provided compiiate and sccurab kitomfodon M all of an documents 111C14ded M my spF tmrk. I acknowledgetturt E"INR may revoke wry permit i am issued N my application iofound le corN any k4ocuraM, false, or misleading Information. I understand Plat no construction may be undertalren on an OWTS until an Mrs Conatniction Permit is u.. d- % rD § 3 / / \ J 0 2 / ƒ ƒ _ } \ a)> ( f \ 2 §C cu \ / ƒ ( / / � \ ? t m / \ Sr rD ' [ ) \ _ _ % rD § 3 / / \ J E CHAMBER DISTRIBUTION MEDIA WORK5,, EET The minimum required number of chambers are based on the wastewater flow, LTAR and method of effluent application entered in TAB 1. To change any of those parameters, such as using pressure dosing instead of siphons just click HERE to return to TAB 1 and make changes this sheet will automaticallyrecalcuate with that info. FOR HLT EFFLUENT* INSTRUCTIONS: Determine the STA from the tables at left that reflects the STA type and wastewater TL and select it from the drop down list in the YELLOW box below: BED STA 3333 -- — ------------- FOR TL1 EFFLUENT ---- ' -------------- 1867 MINIMUM REQUIRED NUMBER OF UNITS ARE SHOWN IN TABLES BELOW - FOR EQUAL EFFLUENT DISTRIBUTION THE NUMBER OF CHAMBERS IN EACH BED ROW OR TRENCH MUST BE EQUAL, WHICH MAY REQUIRE MORE CHAMBERS THAN SHOWN BELOW. DISTRIBUTION LINES ARE REQUIRED WITHIN THE CHAMBERS. TRENCH STA 1867 BED STA 1 2333 -------------- 1867 MINIMUM REQUIRED NUMBER OF UNITS ARE SHOWN IN TABLES BELOW - FOR EQUAL EFFLUENT DISTRIBUTION THE NUMBER OF CHAMBERS IN EACH BED ROW OR TRENCH MUST BE EQUAL, WHICH MAY REQUIRE MORE CHAMBERS THAN SHOWN BELOW. DISTRIBUTION LINES ARE REQUIRED WITHIN THE CHAMBERS. INFILTRATOR SYSTEMS INC UNITS Quick 4 Plus Standard 156 Quick 4 Plus Low Profile 156 Quick 4 Plus High Capacity 156 RESERVED RESERVED RESERVED i ADS PIPE INC Arc 18 (18" wide trench) UNITS 267 Arc 24 (24" wide trench) 207 Arc 36 133 Arc 36 HC 124 Arc 36 LP 133 RESERVED RESERVED RESERVED INFILTRATOR SYSTEMS INC UNITS Quick 4 Plus Standard 156 Quick 4 Plus Low Profile 156 Quick 4 Plus High Capacity 156 RESERVED RESERVED RESERVED 33 Four Wheel Drive Rd ndale,C081623 ALL Carbo 970-309.5259 September 26, 2016 Monty Thompson Thunder Construction montyaspen6a�gmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design 5 -Bedroom Residence + Auxiliary Structure 200 Chattan Lane Pitkin County, Colorado Monty, Project No. C1238 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 7.07 -acre property is located outside of Aspen, in an area where OWTSs are necessary. The legal description of the property is Lot 5, East Owl Creek Subdivision Parcel ID: 2735-044-01-005 SITE CONDITIONS A single-family residence is currently developed on the property. A detached, auxiliary structure with plumbing is proposed. The existing OWTS serving the residence will be abandoned. The residence is served by a community water system. The water line does not appear on our site plan. Any OWTS component must be at least 25 -feet from the water line. In the case any sewer line crosses the water line, it must be properly encased within 10 -feet of the crossing (see detail W4.0/4). The proposed soil treatment area (STA) slopes to the northwest at approximately 12-13%. The proposed area is covered with native grasses and some aspen trees. SUBSURFACE HP Geotech performed the subsurface investigation and documented their findings in a report dated December 31, 2015, Job 113 430C (enclosed). Soils encountered in the two soil profile borings consisted of clay loam to loam between 1 -foot and 8 -feet below grade. No additional information was provided in the HP Geotech report regarding structure shape or structure grade. Without identification of a specific soil type in the report, we can interpret these results to range between Soil Type 2 and Soil Type 3A. We recommend verification of the soils prior to installation of the STA. This verification process will require two 8 -foot deep soil profile test pits excavated. These pits must be open profiles of the soils. Borings are not acceptable. Please contact this office to schedule verification of the soils. Assuming Soil Type 3A, a long term acceptance rate (LTAR) of 0.3 gallons per square foot will be used to design the OWTS, in accordance with Pitkin County OWTS Regulation, Table 6.28-7. Page 2 DESIGN SPECIFICATIONS The existing septic tank must be pumped and removed. The existing STA will either be removed or abandoned in place. The OWTS design is based on 5 -bedrooms having greater than 6000 square feet of living area. A design flow of 1000 GPD will be used. Design Calculations: 5 bedrooms x 100 gallons/person/day x 2 people/bedroom = 1000 gallons/day Septic Tank Capacity = 1000 gallons/day x 48 hour retention time = 2000 gallons minimum STA Calculations = 1000 gallons/day / 0.30 SF/gallon = 3334 SF Pressure Dosed Chamber Trenches = 3334 SF x 0.8 x 0.7 = 1867 SF 1867 SF/ 12 SF/chamber = minimum 156 'Quick 4' Infiltrator® chambers The installation must include a 2000 -gallon, two-compartment septic tank with an effluent filter on the outlet tee, followed by a 500 -gallon pump chamber with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump in the second compartment of the septic tank. The floats should be set to dose approximately 90 gallons each pump cycle. The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start up of the pumping system. A 1.5 -inch diameter Schedule 40 pump line must be installed from the pump to an Orenco® automatic distributing valve (ADV), model 6605. This pump line must have a minimum 1 % grade for proper drain back into the pump chamber after each pump cycle. The ADV must be placed a high point in the system and be placed in an insulated riser with access from grade. Effluent will be pressure dosed through 1.5 -inch diameter Schedule 40 pipes to five rows of 32 'Quick 4' Infiltrator® chambers, for a total of 160 chambers and 1920 square feet of infiltrative area. There must be at least 6 -feet of undisturbed soil between each trench. Effluent will be pressure dosed to 1.5 -inch diameter laterals, which must be hung with zip ties from the underside of the chambers. Laterals will have 1/8 -inch diameter orifice holes facing up, with the exception of the first and last holes facing down for drainage. The orifices must be placed 4 -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. Inspection 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. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Pitkin County Onsite Wastewater Treatment System Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Page 3 Geo -fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on backfilled STA. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3 -inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC Carla Ostberg, MPH, REHS Reviewed Richard H 0 W Pump Selection for a Pressurized System - single Family Residence Project FLM Trust / 200 Chattan Lane Parameters 1.6 feet Loss in Transport Before Valve 0.4 feet Loss through Valve 5.4 feet 300 Discharge Assembly Size 1.25 inches 0.0 feet Transport Length Before Valve 30 feet Loss through Flowmeter 0.0 Transport Pipe Class 40 0.0 feet Pipe Volumes Transport Line Size 1.50 inches gals Vol of Transport Line After Valve Distributing Valve Model 6605 Vol of Manifold 0.0 gals Transport Length After Valve 30 feet Total Vol Before Valve 3.2 Transport Pipe Class 40 17.1 gals 250 Transport Pipe Size 1.50 inches gpm Total Dynamic Head Max Elevation Lift 5 feet Manifold Length 0 feet Manifold Pipe Class 40 Manifold Pipe Size 1.50 inches Number of Laterals per Cell 5 200 Lateral Length 132 feet Lateral Pipe Class 40 tv Lateral Pipe Size 1.50 inches 2 Orifice Size 1/8 inches c H Orifice Spacing 4 feet p Residual Head 5 feet A Flow Meter None inches = 150 'Add-on' Friction Losses 0 feet v E Calculations c o Minimum Flow Rate per Orifice 0.43 gpm :a Numberof Orifices perZone 34 12 100 Total Flow Rate per Zone 14.9 gpm Numberof Laterals perZone 1 % Flow Differential 1st/Last Orifice 6.3 Transport Velocity Before Valve 2.4 fps Transport Velocity After Valve 2.4 fps Frictional Head Losses 50 Loss through Discharge 1.6 feet Loss in Transport Before Valve 0.4 feet Loss through Valve 5.4 feet Loss in Transport after Valve 0.4 feet Loss in Manifold 0.0 feet Loss in Laterals 0.7 feet Loss through Flowmeter 0.0 feet 'Add-on' Friction Losses 0.0 feet Pipe Volumes Vol of Transport Line Before Valve 3.2 gals Vol of Transport Line After Valve 3.2 gals Vol of Manifold 0.0 gals Vol of Laterals per Zone 13.9 gals Total Vol Before Valve 3.2 gals Total Vol After Valve 17.1 gals Minimum Pump Requirements Design Flow Rate 14.9 gpm Total Dynamic Head 18.5 feet Orenco Systems' Incorporated Clw giq'Le Way du World A- W.-.,,' OQ PumpData 5 10 15 20 25 30 35 40 Net Discharge (gpm) PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 10 60Hz,200J 3060Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 1060Hz, 200/460V 30 60H PF3010 High Head Effluent Pump 30 GPM,IHP 230V 1060Hz, 200/460V 30 60H PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 10 60Hz, 200/230/460V 30 60Hz ena System Curve: Pump Curve: «d_=.. Pump Optimal Ranges— Operating Pointo Design Pointo 0 G POWAV " echl l HEPWORTH-PAWLAK GEOTECHNICAL December 31, 2015 Brandon Freeman c/o Thunder Construction Attn: Monty Thompson P.O. Box. 4841 Aspen, Colorado 81612 monty p-thunderdevelopment.com Hepworth-Pawlak Geotechnical, Inc 5020 Gnmty Road 154 Glenwo'x Springs, Colorado 8t601 Phone: 970.945-7988 Fax: 970.945.8454 email hpgco@hpgeotech.com Job No. 113 430C Subject: Subsoil Study for Foundation Design, Proposed CDU and Septic Disposal System, Lot 5, 1" Amended Plat, East Owl Creek PUD, 200 Chattan Lane, Pitkin County, Colorado Gentlemen: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to Brandon Freeman dated October 21, 2015. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. We previously performed a subsoil study for a new house at this site (which was not built) as described in our report dated December 23, 2013, Job No. 113 430A. Proposed Construction: The proposed CDU will be located north of the existing driveway on the site as shown on Figure 1. Ground floor will be slab -on -grade or structural over crawlspace. Cut depths are expected to range between about 3 to 8 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site is located on a north -facing driveway fill embankment which slopes at about 7 to 15 percent down to the north. The natural slopes to the east, north and west of the building area slope at about 5 percent down to the north and northwest. Vegetation consists of grass and weed with scattered deciduous trees. An existing septic tank is located within the proposed building area. Parker 303•$41-7119 9 Colorado Springs 719-633.5562 a Silverthorne 970-468-1989 i6 -2- Subsurface Conditions: The subsurface conditions at the site were evaluated by drilling an exploratory boring at the CDU site and two profile borings in the proposed septic area as shown on Figure 1. The logs of the borings are presented on Figure 2. The subsoils encountered in the CDU area in Boring 1, below about 1/s foot of topsoil, consist of up to 8 feet of sandy clay with gravel (possibly fill) overlying 10 feet of very stiff, sandy silty clay with shale fragments. At a depth of 18 feet, hard claystone bedrock was encountered down to the bottom of the boring, 26 feet. Results of swell -consolidation testing performed on relatively undisturbed samples of the very stiff sandy silty clay and the weathered claystone, presented on Figures 4 and 5, indicate low compressibility under existing moisture conditions and light loading and a low expansion potential when wetted. No free water was observed in the boring at the time of drilling and the soils and bedrock were slightly moist to moist. At the proposed septic disposal field, located about 250 feet due west of the CDU, the subsoils encountered in the two profile borings consisted of about 1 foot of topsoil overlying 8 to 11 feet of stiff to very stiff sandy silty clay with shale fragments. Possible weathered claystone bedrock was encountered in Profile Boring 2 at a depth of 8 feet. Results of gradation analyses performed on samples of clay loam and loam (minus 3/ to 1 yz inch fraction) obtained from the site are presented on Figure 6. No free water was encountered in the septic profile borings down to the maximum depth explored, 11 feet. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory boring 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 3,000 psf for support of the proposed CDU. Due to the low expansion potential of the clay soils, we recommend that the footings also be designed for a minimum dead load pressure of 800 psf. The soils tend to expand after wetting and there could be some post -construction foundation movement if the bearing soils become wet. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and existing fill encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. We should observe the completed excavation for bearing prior to concrete placement. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 42 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 a lateral earth pressure based on an equivalent fluid unit weight of at least 55 pcf for the on-site soil as backfill. Job No. l 13 4300 -3 - Floor Slabs: The natural on-site soils, exclusive of existing fill and topsoil, can be used to support lightly loaded slab -on -grade construction with a risk of movement. Due to the expansion potential of the clay subsoils, we recommend that at least 3 feet of structural fill be placed below slabs -on -grade. The fill should consist of imported 3/ inch road base compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. 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 far joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A slip joint should be provided at the bottom of non-bearing partition wails to prevent building movement in the event of slab heave. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can also 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. 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 I foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the 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 1'/i feet deep. An impervious membrane such as 20 to 30 mil PVC should be placed beneath the drain gravel in a trough shape and attached to the foundation wall with mastic to prevent wetting of the bearing soils. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the CDU has been completed: I) Inundation of the foundation excavations and underslab areas should be avoided during construction. Drying could increase the expansion potential of the clay soils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be Job No. 113 4300 p 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 12 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 10 feet from the building. Consideration should be given to the use of xeriscape to limit potential wetting of soils below the foundation caused by irrigation. Septic Disposal Area: The soils encountered in the profile borings, below about 1 foot of topsoil, consisted of clay loam to loam down to 8 to 11 feet. CIaystone bedrock was encountered at 8 to 11 feet in Profile Boring 2. A civil engineer should design the septic disposal system. 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 borings drilled at the locations indicated on Figure 1 and to the depths shown on Figure 2, 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 borings and variations in the subsurface conditions may 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 recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations Job No. 113 4300 1-71 " .am 0 -5- 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. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. N) a C IcF�'' , 24443 Daniel E. Hardin, P.E.,,` Reviewed by: �FSsrONgt Steven L. Pawlak, P.E. DEH/ksw attachments Figure i — Location of Exploratory Borings Figure 2 — Logs of Exploratory Borings Figure 3 — Legend and Notes Figures 4 and 5 — Swell -Consolidation Test Results Figure 6 — USDA Gradation Test Results Table 1— Summary of Laboratory Test Results cc: High Country Engineering — Attn: Matt Langhorst matt@hceng.com Job No. 113 430C G99tech 0 1 I � BUILDING ENVELOPE \ I PROPOSED\ / EXISTING ADU / RESIDENCE / 200 CHATTAN LANE / I i 6p' ! BORING 1 / I / / Lor 5 / zc7 ti a i \ I / PROFILE / BORING 1� / o PROFILE BORING 2 1 ! I I ! 1 1 wo._ aptmaD— APPROXIMATE SCALE 1"=50' 113 430C LOCATION OF EXPLORATORY BORINGS I Figure 1 8220 8220 Nate: Explanation of symbols is shown on Figure 3- 1 113 430C Haawe''or9-- ieal I LOGS OF EXPLORATORY BORINGS I Figure 2 Pawls c otedin BORING 1 PROFILE BORING 1 PROFILE BORING 2 ELEV.= 8249' ELEV. a 8243' ELEV.= 8244' 8250 8250 22/12 WC=11.7 8245 DD=106 8245 -200-76 15/12 J WC=18.7 DD=103 00 15/12 •200=76 ol 23112 8240 ol oo 8240 25112 34/12 (GRAVEL- 10 WC=19.4 28/12 GRAVEL -8 SAND=29 DD =108 SAND=28 SILT=36 LL ol SILT�35 12/6,35161CLAY=25 8235 27/12 CLAY 29 8235 c 0 26/12 91/12 W WC=14.1 60/12 s` w DD=114 8230 01 18230 o 57/6 WC=14 2 DD -119 8225 8225 50/2 8220 8220 Nate: Explanation of symbols is shown on Figure 3- 1 113 430C Haawe''or9-- ieal I LOGS OF EXPLORATORY BORINGS I Figure 2 Pawls c otedin Ln M LEGEND: ® FILL; about 6 inches of topsoil overlying sandy clay with gravel, very stiff, moist, mixed brown. ©CLAY (CL); sandy, silty, slightly gravelly with shale fragments, very stiff, moist, grayish brown, low to medium plasticity. © CLAYSTONE BEDROCK; weathered to hard with depth, slightly moist, grayish brown. Mancos Shale Formation. bRelatively undisturbed drive sample; 2 -inch I.D. California liner sample. Drive sample; standard penetration test (SPT), 13/8 inch I.D. split spoon sample, ASTM D-1586. 22/12 Drive sample blow count; indicates that 22 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. NOTES: 1. Exploratory borings were drilled on November 9, 2015 with 4 -inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan provided. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling. Fluctuation In water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) -200 = Percent passing No. 200 sieve Gravel = Percent retained on No. 10 Sieve Sand = Percent passing No. 10 sieve and retained on No. 325 sieve Silt = Percent passing No. 325 sieve to particle size .002mm Clay= Percent smaller than particle size .002mm 113 430C I ��.,reC� I LEGEND AND NOTES Figure 3 k 111111110 ° ■Moisture Content = 19.4 percentDry Density = 108 PCfSample :iiiii oL Sandy Silty Clay Feet Boring 0 �n E11111111iwetting----- "Illfl�■�1111111 E�I1�IIII���IIOIIu�■�111111I 0 Q Moisture Content 14.2 percent Dry Density = 119 pcf Sample of: Weathered Claystone 1 ���iGul_•_n._ imp■ ii iii iiiiiiiii■■ilii ■■ mi■��miii ��i iii ■t IIII■■IIIIII�BI�III ■■INIIII�■111111■■ 111111 111111 E11E1111111IN111111110111��0iu rr.� rrrrrrl rrw i rrr� w1 ri �� i i rr� r.rr� rrrrr i -�_� i rr� r rr.rwrr rr�i..rw�rrw r�i.rr�i �.�w.r��rrr�irr�w r.rrrl�rrrlir�r/.iii rrrrr rrrrrr. rrr ������� rr•-� `-- ��irrwiliwr�r r.�r. ir�w ��rr•i�s�i—n—�r♦�rrrr.�r—i�lliw�. � � � i � r• i• i ��_+i.•I �I�A — iw�/ i rte. r.� rr�Il�irrrr�i...rMrwwlr rrwrr�r��-rrrrlr�rrrrrwr� i r�ri rr�Il rrr�r rrrrp rrrrr.lrr�irr�l ��r�-A•�r•�"�i ii.�-i-ice. rrr�rr� i�r•frrr�...�i ii.rrrrA-�ii�r r rrrwrr i rr..l rr r..r.s ■�� i i r.i wrw i..Ir•Arr rrr�i rrrrr i.rr� rrr� i�� rrrAlw�r�l��i r rrrrr�rr�rrrr� �.ri iiiirrrrr�irrrrr rrrrrr�� r�r• �w��wr.�irrr�r.r..w rrw.r�rr� ii irrr�i�r irwwwrr��iirrl��rr�r r rr� rrrl i w�' s rrrrrrll-i i r rrrrrr� rrr i r�� ref .i rr�-i r rri iiir�-rr�rr.�r.s i wrr� �� i �t i rr� r �l rrrrrrl �� i rr� i w� r r�r i � rrr� rrrr� i � r r r rr.... rrI i rrr� r r -i i i r�..r.rrl rrrrr-i i� r r .n rrrrrrr��.i��^�ri�Alr rrr.rrlr��irrr�wrr�rr�r r rr� w�irrr��.r i rrrrf i i�iii-�� r r �w� rrrl i rrr� w� .i rrrr� r.wr� rrrrr rrw� rrr� rw_ rrrr� rrw. r � � r� i r.r� rr �� i i �� i.�l� i A�� l� r� r• r . rrrwrr rr� -rrr� � it i rrrr� i r rr.rrr r� i rrr� � ri rrwrr i i i rr� i rr� i rw� �rw. r i.�M i i r�� i rrr. r r �r�rwwi r�ri r� ia�rwrr..r�rrr�rrrr. r r r.rrr� rr� �r rr�.� rrrs� i i i a rrr� wry i i i.r� r r r..rrY�w� i���ri i.�lriiw�.rrr�iirrrrr rr�r rww i iii � w rr.� rrrrrrl rrw i rrr� w1 ri �� i i rr� r.rr� rrrrr i -�_� i rr� r �1�'ir•rr i•iiii�.��_»i���\r rrr�rrr�rr�irr.. rrriiiii�' � rrrr� rrrr�rr�r rrrr� rrrrwr r� rrrlW rrr� � ri i i I�r- �� r•� i r�� r Cm ��rr•i�s�i—n—�r♦�rrrr.�r—i�lliw�. � � � i � r• i• i ��_+i.•I �I�A — iw�/ i rte. rrr�.rr� r� i rrr.l rs wi i r^,..ir i rrrrA rrr� r i wr.. r� ri r.rl � i ii i �i rrrr� 11� rrrr� rrrrr �. ��l i i i i rrr� r rr.�r�rr•i�i��'��iirrrrr� �iiirrr�r ��r�-A•�r•�"�i ii.�-i-ice. rrr�rr� i�r•frrr�...�i ii.rrrrA-�ii�r wr.r��bl�r.wirs r���fiiii i� rrrrli rrrrr�rr�rrrr� �.ri iiiirrrrr�irrrrr rr.�rrrrR�r r..� rr.r11 rww i r�r l � � i rw�� i i arrrr� �r i rrrr� i i �I rrrr� rr.rwr rr� r� rrr� � rrrrr. i i i rrr� �w � rrrr� rrrrr� w� i � rrr� rrrr� i � r r rrwr/rrrrr�rr� rwrr�ri rrr�iiirr.�ii—i��r .rrrl r� ri i ��1 i i rrrrrr i i rrrrY i rr� r i��r �' rr.l.r rrrrlrwA_r�irrrr�iiiri—rrrrr .� rwwrrr r.. i...� a r.rrw i ..rte i i rr.rr� i rrrrr i rrr� r� r HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Job No. 113 430C SAMPLE LOCATION NATURAL MOISTURE CONTENT NATURAL DRY DENSITY GRADATION PERCENT PASSING NO. 200 SIEVE USDA SOIL TEXTURE BORING DEPTH GRAVEL SAND GRAVEL SAND SILT CLAY SOIL TYPE 1 2 5 10 11.7 18.7 19.4 106 103 108 76 76 Sandy Silty Clay (possibly fill) Sandy Silty Clay (possibly fill) Sandy Silty Clay 15 14.1 114 Sandy Silty Clay 20 14'2 119 Weathered Claystone Profile 1 5 14.0 8 28 35 29 Clay Loam Loam Profile 2 5 13.9 10 29 35 25 N DESIGN 5 -BEDROOM RESIDENCE (100 GAUPERSON/DAY x 2 PERSONS/BEDROOM x 5 BEDROOMS) WASTEWATER FLOW = 1000 GALLONS TANK: 1000 x 48 HOUR RETENTION TIME = MIN. 2000 GALLONS 0' 50' 100' USE 2000 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK FOLLOWED BY A 500 -GALLON PUMP TANK Scale: 1 100'-0" " = SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.3 GAL/ SQ FT CALCULATED STA = Q/LTAR = 1000 / 0.3 = 3333 SF PRESSURE DOSED CHAMBER TRENCHES = 3333 SF X 0.8 X 0.7 = 1867 SF t1867 SF / 12 SF / CHAMBER = 156 CHAMBERS //FIVE GRAVELLESS CHAMBER TRENCHES 32'QUICK 4' CHAMBERS IN EACH TRENCH TOTAL 160 'QUICK 4' CHAMBERS EXISTI G SEPTIC t TANK ND STA TO N AB NDONED W2•0 PROFILE BORING 1 PROFILE BORING 2 5 -BEDROOM RESIDENCE I� DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 09/26/16 n SITE PLAN � I �� 33 Four Wheel Drive Road FLM Trust Date: 09/26/16 Carbondale, Colorado 81623 200 Chattan Lane Designed By: CBO V V \ /� / 0 u Phone 970.309.5259 Pitkin County, Colorado 1� � H carla@aliserviceseptic.com Reviewed By: RHP Project Number: C1238 Drawn By: ANG Sheet 1 of 4 \ \ 4" DIAIv'S�DR35 SEWER LINE g239: \ \ 'WITH DOUBtC- ZWEEP \ \ \ CLEAN OUT (MINA%LOPE 8s,. \ \ \ \ TO SANK)\ \ s1 \ \ 5 _ROWSOF 32 ICK 4� \ ' NEW 500 -GALLON, - � \ \ �• � � \ - -CHAMBER TREN =160 \ \ \-GQNCRETE PIWP TANK —8240` CHAMBERS. x'1920 S \ \ \ \ I H•'ORENCO' PUMP \ / \ \ _ — .5' DIA SCH-40 PUMP- \ LATERALS WfTHFI /8" DIA \ \ \ 8141 ORIFICES 4' O.C. FACING \ \ \ \ 8?qZ 110. FIRST, MIDDLE AUD- \ ..DOWN F-OkDRAINAGE ING ENVELOPE' \ \ \ O _ - — ---- PROPOSED STUDIO -- -- 7 7. \\E 0 LON.°i:;•``.y.::*ir•.�.r;ti:. \ NSP�CSIf)T1PORTA� / , TWO-GiOMP TMENT, CON RET%dti,+ry ;:;.�'; �.;"�f`j::��'•;;i�%:. � � ' -. BEGINNING AND END OF TA WITH EFFLUENT / SEPT16 } DENT ti.;•f''.r-'' r. krtS=}: "8zS2 SCREEEACH TRENCH +":::?. '`•' ri t- _ - END EACH LATERAL IN A 90* LONG --SWEEPING ELL FACING-UFrWITH A BALr i AOV MODEL V6605A AT HIGH `"'r;:`i' • i.. .; r: POI \ , �g ' ' ``' t — - _ VALVE IN XVALVE BOX ACCES$IBCE AT \ ss •�:.•.:;;'.'`�i.:._: r,,a".� �- `GRABE.FORFLUSHING 1.5"DIA SGH-4O PUMP LINE EXISTING TO EACH TRENCH HOUSE �•, \\\ ?? ::'':-: _f;`:M?,• 0' 10' 20' Scale:1 20'-0^ �1PROPOSED OWTS�$ �L33 A Four Wheel Drive Road FLM Trust Date: 09/26/16 Carbondale, Colorado 81623 200 Chattan Lane W2.0 A ,L^ . O SE�Y�CE h i N Phone 970.309.5259 Pitkin County, Colorado Designed By: CBO V V Carla@allservicesepbc.com Reviewed By: RHP Project Number. C1238 Drawn By: ANG Sheet 2 of 4 END EACH LATERAL IN A 90° LONG SWEEPING ELL FACING UP WITH A BALL VALVE IN A VALVE BOX ACCESSIBLE AT GRADE FOR FLUSHING INFILTRATOR END PLATE pa-- 1919FMI �IiiiiFelimim SMI!91b STA PLAN nor ro GRAVELLESS 'QUICK -4' CHAMBER (4'x 3') 1.5" DIA SCH-40 PVC SUSPENDED PERFORATED LATERALS WITH 1/8" ORIFICES 4' O.C. FACING UP. FIRST AND LAST HOLES FACE DOWN FOR DRAINAGE 1.5" DIA SCH-40 PUMP LINE (MIN. 1% DRAIN BACK TO TANK) ADV MODEL V6605, ACCESSIBLE AT GRADE PIPES PLACED IN TOP PORT OF CHAMBER END PLATES 1.5" DIA SCH-40 PVC PUMP LINE TO EACH TRENCH (MIN 1% SLOPE TO TRENCH) 4" DIA SDR -35 INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH FLM Trust Date: 09/26/16 011 33 Four Wheel Drive Road Carbondale, Colorado 81623 200 Chattan Lane DBy: CBO W 3.O Phone 970.309.5259 Pitkin County, Colorado esigned V V SfBYICf h " carla@allserviceseptic.com Reviewed By: RHP Project Number: C1238 Drawn By: ANG Sheet 3 of 4 SLIP-ON PVC CAP DO NOT GLUE 30" DIAMETER PVC INSULATED COPPER RISER (INSULATED TRACER WIRE FINISHED GRADE 4" DIA SDR -35 12" SEWER LINE MIN r 1 X FROM EFFLUENT TO TANK TO HOUSE PUMPING SYSTEM /—o—CLEANOUT scvl SCHEDULE 40 END CAP MUST BE ENCASEMENT PIPE GLUED OR SECURED SCH 40 RIGID END IN A WATER TIGHT FASHION WITH CAP AT EACH END OF PIPE UNDERGROUND SEALANT HOLE DRILLED IN END CAP MUST ONLY BE \_4" DIA SDR -35 SEWER LINE. LARGE ENOUGH TO MUST REST ON BOTTOM ALLOW SEWER LINE TO OF ENCASEMENT PIPE FIT THROUGH n ENCASEMENT DETAIL g 4" PVC INSPECTION 52" PORT 48" (EFFECTIVE LING I 12" 34" [W2" LINES TO ENTER AND EXIT IN TOP PORT OF CHAMBER END PLATE CHAMBER DETAILS AUTOMATIC DISTRIBUTING VALVE ASSEMBLY 1.25" INLET AND OUTLETS r,-)NADy V DETAIL 4' max UNDI; L SOIL 6 LIMIT OF EXCAVATION SCARIFY SURFACE n CROSS SECTION nom INSTALL PIPE AND VALVE ECCENTRIC TO CENTER OF VALVE BOX SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE ATTACH CAP OR THREADED CLEANOUT ASSEMBLY COMPACT SOIL BASE TO SUPPORT 4" PVC PIPE CUT TO BOX FIT USE HOLE SAW TO CUT THRU TOP OF END PLATE 4"DIA SDR -35 INSPECTION PORT DETAIL INSPECTION PORT FLUSHING ASSEMBLY 2' Imin ---1 GRAVELLESS 'QUICK -4' CHAMBER (4'x 3') 1.5" DIA SCH-40 PVC SUSPENDED PERFORATED LATERALS WITH 1/8" ORIFICES 4' O.C. FACING UP. FIRST AND LAST HOLES FACE DOWN FOR r1RAINAr:F FLUSHING ASSEMBLY 10" DIA VALVE BOX WITH SECURED LID 1.5" PVC SLIP X MALE PIPE THREAD ADAPTOR W/CAP 1.5" DIA BALL VALVE 1.5" DIA SCH-40 PVC LONG SWEEP 90" ELBOW IN-SITU SOIL 1.5" DIA SCH-40 PVC SUSPENDED LATERAL 33 Four Wheel Drive Road FLM Trust Dale: 09/26/16 Carbondale, Colorado 81623 200 Chattan Lane f1YlW4.0 A '4 " O S� h I I Phone 970.309.5259 Pitkin County, Colorado Designed By: CBO V V Lli Carla@allservicesep0c.com Reviewed By: RH Project Number. C1238 Drawn By: ANG Sheet 4 of 4 1401 Item 0 2000 Gallon Top Seam 2000T-2CP Two Compartment DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 87.75 ft' • f'c ® 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • PVC or concrete risers available • Secondary safety screen available with PVC riser • Option of pump or siphon installed ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FlLL 0' — 0" 3' — 0" — 0" 3' — 0- "2'1' -0" 2' 0' 4'-0- "3'-0" 3' 0' 4'-0" DRY 4' — 0" Top View Section View Digging Specs Invert Dimensions Net Capacity Net Weight 15' Long x 8' Wide Inlet Outlet Length WidjhHeight Inlet Side Outlet T below inlet 56" 53 162" 7868" 1559 gal 507 gal 20663 NLid;4d56" Water & (719) 3958764 28005 Co. Rd 317 Wastewater P.O.13=925 VALLEY � Products Fax: (719) 395-3727 &� �' CO 81211 Ere PRECAST Inc. *Service weta>�e: www.valleypnec�stoom Email: fi'on1deskl@va1WAx tcom It a Residential Biotube' Effluent Filters Applications Our patented* 4 -in. (100 -mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. 4 -in. (100 -mm) Biotube Effluent Filter 4 -in. (100 -mm) Biotube Jr. (4 -in. Biotube cartridge avail- able separately as Insert Filter) 8 -in. (200 -mm) 4 -in. (100 -mm) Base Inlet Filter Insert Filter Orenco's superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4 -in. (100 -mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4 -in. (100 -mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low profile tanks, there's the Base Inlet Filter. ' Covered by patent numbers 5,492,635 and 4,439,323 To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on "Distributor Locator." APS -FT -1 Rev. 3.4 ©11/10 Orenco Systems*, Inc. Standard Features & Benefits • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal Optional Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available • 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 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. r. _11 e oft 0 Orenco Systems" Incorporated Changing the Way the World Does Warteuater, www.orenco.com Nomenclatures 4 -in. Biotube After (standard) FT000400-00E--] I Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard Housing height: 36" and 44" are standard Filter diameter (inches) W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe Blank = 1 /8" filtration P = 1/16" filtration Biotube effluent filter series 8 -in. Biotube Atter (base inlet model) FT 0 08 22 -14 B C:1 Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate` Base inlet model Cartridge height: 14" standard Housing height: 22" standard Filter diameter (inches) 08 = 8" Blank = 1/8" filtration P = 1/16"filtration Biotube effluent filter series ' Also available with coupling and sleeve as a "kit': FT-OVERFLOWKIT 4 -In. Biotube Jr. (includes cartridge and housing) FT 10 0 o4 18 C] Olrtions: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filter diameter (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Blank = 1/8" filtration P = 1 /16" filtratior I Junior series Biotube effluent fitter series 4 -in. Biotube Atter Insert (cartridge only) FT i 004 18-- t For customized options (e.g., NC indicates North Carolina regions) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Cartridge height (inches) Filter diameter (inches) Blank = 1/8" filtration P = 1 /16" filtration I Insert Biotube effluent filter series 4 -in. Biotube Effluent After • Extendible Stainless st • g Top s Air Biotube° 1 Solll Filter Distributed By: 4 -in. Biotube Jr. e 0 Item 0 50OT-HH DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 23.4 ft2 • f'c ® 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • PVC risers available • Secondary safety screen available with PVC riser ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 3'-0" 1'-0" 4'-0" 2' — 0' 4' — 0" 3'— 0" 4'-0" DRY 4' — 0" 500 Gallon Top Seam with High Head Pump *Service contracts available for maintenance"* 58.. Top F[F:TANG View ID____ 20" Clear Access 5" / F, J X24" Minimum Height Wires to Panel ' ulck DleconrwA II valve Flexible Boot " utyl Rubber 1 Sealant 6" 7 ., 5311 3" Section :...:....12^..... ° View Pump: • Lowers TSS and improves effluent quality to field • Easiest pump system to maintain on the market • Complete installation (wiring, panel, mounting and start-up procedures) • Complete warranty Di ging Specs Invert Dimensions Net Net Wei ht I n. Capacity Lid Tank Total u 7' Long x 7' Wide Inlet Outlet Length Width Height 56" below inlet 56" 73" 58" 58" 92" 522 gallons 1,340 lbs 4,100 lbs 5,640 lbs Water & (719) 395-6764 28005 Co. Rd. 317 Wastewater P.O. Banc 925 VALLEYIro • Systems Fax: (719) 3953727 Buem Vist% CO 81211 ProductsPRECAST, Inc. •Service website: www.valleypnecast.00m Email: fronidesk@valleyprecast com 0 BiotubeO ProPak Pump PackageTM 60 -Hz Series Pump Packages Float brack suppi Pumr Float Float; Float Vault 4 -in, turbll Biotu cartri Control panel External splice box Riser lid (Optional; internal splice (not included) 0 Biotube® ProPakTM pump package components. 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 Orenco technical documents: of . Float Switch Assemblies (NSU -MF -MF -1) t> • Discharge Assemblies (NTD -HV -HV -1) ge • Splice Boxes (NTD -SB -S13-1) 'I y • External Splice Box (NTD -SB -S13-1) Applications The Biotube ProPak is designed to filter and pump effluent to either gravity or pressurized discharge points. It 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 removed 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 BPP20DD, BPP20DD-SX, BPP30TDA, BPP30TDD-SX, BBPP50TDA, BPP50TDD-SX Product Code Diagram BPP ❑ ❑ - ❑ T nd I standard options. Blank = 57 -in. (1448 -mm) vault height, internal splice box, standard discharge assembly 68 = 68 -in. (1727 -mm) vault height SX = external splice box CW = cold weather discharge assembly DB =drainback discharge assembly 0 = cam lock MFV = non -mercury float motor Control panel application: DD = demand -dosing TDA = bmed-dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter 8 counters Pump flow rate, nominal: 20 = 20 gpm (1.3 Usec) 30 = 30 gpm (1.9 Usec) 50 = 50 gpm (3.2 Usec) I Biotube' ProPak'" pump vault orenco Systems® Inc., 81 .t Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843.541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, ® 08/14 Page 1 of 4 0 a ProPakTM Pump Vault Biotube" Filter Cartridge Materials of Construction Materials of Construction Vault body Polyethylene Filter tubes Polyethylene Support pipes PVC Cartridge end plates Polyurethane Dimensions, in. (mm) Handle assembly PVC A - Overall vault height 57 (1448) or 68 (1727) Dimensions, in. (mm) B - Vault diameter 17.3 (439) A - Cartridge height 18 (457) C - Inlet hole height 19 (475) B - Cartridge width 12 (305) D - Inlet hole diameter (eight holes total) 2 (50) Performance E - Vault top to support pipe bracket base 3 (76) Biotube® mesh opening 0.125 in. (3 mm)' F - Vault bottom to filter cartridge base 4 (102) Total filter flow area 4.4 ft' (0.4 m2) Total filter surface area 14.5 ft2 (1.35 m2) Maximum flow rate 140 gpm (8.8 Usec) `0.062 -in. (1.6 -mm) filter mesh available ae - i; A C A E �— B B —►I ProPakTM pump vault (shown with Biotube filter and effluent pump) Biotube' filter cartridge (shown with float switch assembly) NTD -BPP -1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 1.2, © 08/14 Page 2 of 4 0 4 -in. (100 -mm) Turbine Effluent 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 effluent pt,mps, and meet UL requirements. Power cords for Orenco's 4 -in. (100 -mm) turbine effluent pumps are Type SOOW 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge: Stainless steel or glass -filled porypropylene Discharge bearing: Engineered thermoplastic (PEED Diffusers: Glass -filled PPO Impellers: Acetal (20-, 30-gmp), Noryl (50-gpm) Intake 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 Nom. flow, gpm (Usec) Length in. (mm) Weight Discharge Ib (kg) in., nominal' Impellers 20(1.3) 22.5 (572) 26 (11) 1.25 4 30(1.9) 21.3 (541) 25 (11) 1.25 3 50(3.2) 20.3 (516) 27 (12) 2.00 2 Performance Nom. flow, gpm (Usec) hp (kW) Design Rated Min liquid flow amps cycles/day level, in. (mm) s 20(1.3) 0.5 (0.37) 12.3 300 18 (457) 30(1.9) 0.5 (0.37) 11.8 300 20 (508) 50(3.2) 0.5 (0.37) 12.1 300 24 (610) Discharge is female NPT threaded, U.S. nominal size, to accommodate Orence discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect discharge assemblies to metric -sized piping. 1 Minimum liquid level is for single pumps when installed in an Orenco Biotube ProPakTm Pump Vault. t� Pump Curves 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 (fDH), providing a graphical representation of a pump's performance range. Pumps perform best at their nominal flow rate, measured in gpm or Usec. 140 m ;; 120 G 100 caa = 80 v E C 60 a 20 Flow in liters per second (L/sec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 10 20 30 40 50 60 70 Flow in gallons per minute (gpm) 43 37 E c 30 0 a 24 CU r 18 a 12 W 1� 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843.541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, ® 08/14 Page 3 of 4 Control 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. Materials of Construction Enclosure UV -resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9,5(240) C - Depth 5.4(135) Specifications Panel ratings 120 V, 3/4 hp (0.56 k", 14 A, single phase, 60 Hz 1. Motor -start contactor 16 FLA, 1 hp (0.75 k1N), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 2. Circuit 120 V, 10 A, OFF/ON switch, Single pole breakers 3. Toggle switch Single -pole, double -throw 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 -in. (22 -mm) diameter red lens, "Push -to -silence," 120 V LED, UL Type 4X Control panel, demand -dose Control Panel (Timed Dose) Orenco'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 Construction Enclosure UV -resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5(240) C - Depth 5.4(135) Specifications Panel ratings 120 V, 3/4 hp (0.56 k", 14 A, single phase, 60 Hz Dual -mode Programmable for timed- or demand -dosing (digital timed -dosing panels only) 1 a. Analog timer (not shown) 120 V, repeat cycle from 0.05 seconds to 30 hours. Separate variable controls for OFF and ON time periods 1 b. Digital timer (shown below) 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, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 3. Circuit breakers 120V, 10A, OFF/ON switch. Single pole 120V 4. Toggle Switch Singie-pole, double -throw HOA switch, 20 A 5. Audio alarm 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 6. Usual alarm 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence", 120 V LED, UL Type 4X as 2i 9 0 IIS m Control panel, timed -dose (digital timer model shown) NTD -BPP -1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 1.2,0 08/14 Page 4 of 4 0 PF Series 4 -inch (1 00 -mm) Submersible Effluent Pumps Applications Our 4 -inch (100 -mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion -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 drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube8 pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor — Discharge Connection — Bypass Orifice — Suction Connection Powered by Gl Franklin ElectricGUS LR80ge0 LR2053896 Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run -dry capability with no deterioration in pump life or performance' • Patented 1B -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI -SEAL TM 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 SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship Not applicable for 5 -hp (3.73 WW models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram PF❑❑❑❑-❑ Tord length, ft (m):t Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 = 115' 200 = 200 2 = 230t 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (kW): 03 = 'h hp (0.25) 05 = S4 hp (0.37) 07 = 3/ hp (0.56) 10 = 1 hp (0.75) 15 = 1-'h hp (1.11) 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) Nominal flow, gpm (Usec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30(1.9) 50 = 50 (3.2) 75 = 75(4.7) Pump, PF Series ` 14 -hp (0.37k" only 1 220 volts for 50 Hz pumps =Note: 20 -foot cords are available only for single-phase pumps through 1-14 hp Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843.541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, 0 09/14 Page 1 of 6 Specifications, 60 Hz d Pump Model CO drn E:@ 9 o is ,9 3 o o •y n cc � a WE x M E d� N I 0 Ea MI) C E = C �- o E C 3 N m ZS d PF100511 10(0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 '/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10(0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 '/4 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 '/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4-5 10(0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 1/4 in. GFP 25.9 (658) 17 (432) 30 (14) 300 PH 0073200 4.5 10(0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 '/4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5.6 10(0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 '/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5.6 10(0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 Y in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 10(0.6) 2.00(l.49) 1 230 240 12.1 12.1 18 1 '/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PH 02032 a, s• s 10(0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 '/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PH 0203200 'A8 10(0.6) 2.00(l.49) 3 200 208 8.7 8.7 18 1 '/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15(1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 Y4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15(1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 Y4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20(1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 '/4 in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20(1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 '/4 in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20(1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 '/4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4.5 20(1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 '/4 in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4.5 20(1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 '/4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4,1 20(1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 '/4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4.5 20(1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 '/4 in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30(1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 '/4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30(1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 '/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30(1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 '/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30(1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 Y4 in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30(1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 '/4 in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30(1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 Y4 in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30(1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 '/a in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4,5 30(1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1'/4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4.5 30(1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 '/4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4.5 30(1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 '/a in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5.6.7 30(1.9) 2.00(l.49) 1 230 240 11.0 11.0 10 1 '/4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5.6 30(1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 '/4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 1,6-1.8 30(1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 '/4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5.6.8 30(1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 '/4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5.6 1 8 30(1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 '/4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5.6.8 30(1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 Y4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5A8 30(1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 Y4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50(3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 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 PF50053200 50(3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 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 PF500712 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 NTD-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, ® 09/14 Page 2 of 6 Specifications, 60 Hz (continued) a. •d E E tM cc S p 4= N E C LM = 'O _CD i5 CL N �� eNp 0 cm E : N CLR Na •C E •d z a o c M 3 s Pump Model PF500734 50(3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50(3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 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 (18) 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) 39 (18) 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 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 4, 5,1, 8 50(3,2) 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 4, 5 a 50(3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 4, 5, a 50 (3 2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 5,5,',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 s,fi,',e 50 (3 2) 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 PF751012 75 (4.7) 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 PF751512 75(4.7) 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 10(0.6) 0.50 (0.37) 1 220 230 3.9 4.1 6 1 '/4 in. GFP 23.0 (584) 17 (432) 26 (12) 300 PH 00752 1,1 10(0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 '/4 in. GFP 26.8 (658) 17 (432) 30 (14) 300 PH 01552 5,1 10(0.6) 1.50 (1.11) 1 220 230 10.5 11.4 18 1 '/4 in. SS 39.5 (1003) 22 (559) 46 (21) 300 PF300552 30(1.9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 '/4 in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30(1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 '/4 in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301052 30(1.9) 1.00 (0.75) 1 220 230 7.4 7.4 7 1'/4 in. GFP 28.4 (721) 20 (508) 32 (15) 100 PF301552 4,1 30(1.9) 1.50 (1.11) 1 220 230 9.3 9.3 8 1 '/4 in. GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 50(3.2) 0.50 (0.37) 1 220 230 4.0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 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 PF501052 50(3.2) 1.00 (0.75) 1 220 230 7.3 7.4 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF501552 50(3.2) 1.50 (1.11) 1 220 230 9.1 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 (15) 100 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 Ya -in. NPT GFP discharge is 2 718 in, octagonal across flats; the 1 Ya -in. NPT SS discharge is 2 1B in. octagonal across flats; and the 2 -in. NPT SS discharge is 2 718 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orence discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube° Pump Vault or Universal Flow Inducer In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and 10 -ft (3-m) cord. 4 Nigh -pressure discharge assembly required. 5 Do not use cam -lock option (0) on discharge assembly 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) required for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are supplied with 3 -hp and 5 -hp pumps. Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843.541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, ® 09/14 Page 3 of 6 Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass -filled PPO (Noryl GFN3) Impellers Celcon® acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 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 motor housing ensures moisture -free 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 (1.11 kw) have built-in thermal overload protection, which trips at 203-221° F (95-105° Q. Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. 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 most accurate pump specification, use Orenco's PumpSelect" software. Pump Curves, 60 Hz Models 800 700 a� e 600 500 cn = 400 v 300 a 200 F� 100 0 2 4 6 8 10 12 14 16 Flow in gallons per minute (gpm) 160 140 a� c 120 0 100 C a �n = 80 Cj 60 40 1� 20 OL 0 PF15 Series, 60 Hz, 0.3 hp 3 6 9 12 15 18 21 24 Flow in gallons per minute (gpm) NTD-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, O 09/14 Page 4 of 6 10 Technical Data Sheet orenco° E Pump Curves, 50 Hz Models Flow in gallons per minute (gpm), nominal ,on 1.6 32 4.8 6.3 7.9 9.5 11 13 L4 50 Hz, 0.37-1.11kW PH005-Fc w/6mm flow controller �7 7M l 0.1 02 0.3 0.4 0.5 0.6 07 09 0! Flow in liters per second (Llsec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 525 R ,e 459 c C � C' 394 e c Z 328 Z C a ro 262 e E 197 ' c C 131 a :9 «`9 1° 66 Flow in liters per second (Llsec) LAP Flow in gallons per minute (gpm), nominal 6.3 13 19 25 32 PF30 Series, 50 Hz, 0.37 -1.11 kW 0 0.4 0.8 12 1.6 20 2.4 Flow in liters per second (Llsec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 Pro ■■■■■■■■■■■■■■■■ ■■■■■■■■■■®\■■■■■■■■ ■■■■■■■■■■■\O■■■■■■■ ■■■■■■■■■■■■■\'M■■■■■ ■■■■■■■■■■■■■■■���■■ E■■■■■■■■■■■■■■■■M\N N■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ 0.0 1.2 1.8 24 3.0 3.6 42 4.8 5.4 6A Flow in liters per second (L✓sec) 328 e E c C 262 e i 89 z; 79 c rz 69 59 49 0 a R 39 v 30 m a, 20 ti NTD-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, ® 09/14 Page 6 of 6 This article may describe design crAW that was in effect at the time the article was A. FOR CURRENT DESIGN CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. Orenco Automatic Distributin • g asp Valve Assemblies Orenco Systems` Incorporated 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/or 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 valve 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 4 in the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet. The stem 0 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 4. 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 of the stem allows the rubber 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, ©11/03 Orenco Systems', Inc. Page 1 of 6 n Figure 2: Orenco Distributing Valve Assembly (6000 Series Valve) 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 difficult 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 1 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 Orenco Systems', Inc. Page 2of6 0 0 Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series Eafflfiffl Wig—&K(B V4400A HL = 0.085 x Q1.45 10-40 V4600A HL = 0.085 x Q1.58 10-25 V6400A HL = 0.0045 x Q2 + 3.5 x (1- e -0-06Q) 15-70 V6600A HL = 0.0049 x Q2 + 5.5 x (1- e-0- IQ) 15-70 35 >, Z 30 E Cn 25 20 rn a 15 t N 10 O J 5 co a) 0 V6600A V4400A V6400A V4600A = 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 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 Biotubel Pump Vaults — when properly sized and installed — provide the necessary protection to prevent valve malfunction. The Biotubel 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 operation. NTP -VA -1 Rev. 1Z m 11/03 Orenco Systeme, Inc. Pape 3 of 6 M 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, check 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. Transport Line Dosing Tank Figure 4: Ideal valve location Distributing Valve Assembly Discharge NTP -VA -1 Rev. 12, ©11/03 Orenco Systems', Inc. Page 4 of 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 off to 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. 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: The 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. 12, ©11/03 Orenco Systems', Inc. Page 5of6 SOLUTION 3: Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects that may jam or retard the movement of the disk. SOLUTION 4: 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. SOLUTION 5: 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. SOLUTION 6: 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. 2. PROBLEM: Water comes out of all the valve outlets CAUSE: Stem and disk assembly not seating properly on valve outlet. SOLUTION 1: 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. SOLUTION 1: Keep the transport line full. SOLUTION 2: 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. 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. NTP -VA -1 Rev. 12, ©11/03 Orenco Systems$. Inc. Page 6 of 6 Submittal Distributing VData Sheet Applications Automatic Distributing Valve Assemblies are used to pressurize multiple zone distribution systems including textile filters, sand filters and drainfields. 0 Bottom View Specifications Materials of Construction Side View General -M_W_91W Orenco'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. Ideal 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. Nomenclature TTTI-dicates assembly Number of active outlets Model series: 44 = 4400 series (2-4 outlets) 46 = 4600 series (5-6 outlets) 64 = 6400 series (2-4 outlets) 66 = 6600 series (5-6 outlets) Distributing valve All Fittings: Sch. 40 PVC per ASTM specification Unions: Sch. 80 PVC per ASTM specification Ball Valve: Sch. 40 PVC per ASTM specification Clear Pipe: Sch. 40 PVC per ASTM specification V4XXX Distributing Valves: High-strength noncorrosive ABS polymer and stainless steel VWX Distributing Valves: High-strength noncorrosive ABS polymer, stainless steel, and die cast metal NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 1 of 2 Distributing Valves (continued) - 35 -- a 30 V6600A a E 25 N H Q 20 V4400A V6400A 15 V4600A s to 10 O J 5 ca m x 0 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (k) Min. Enclosure V4402A 1.25 1.25 10-40 170 VB1217 V4403A 1.25 1.25 10-40 170 VB1217 V4404A 1.25 1.25 10-40 170 VB1217 V4605A 1.25 1.25 10-25 170 RR2418 V4606A 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 RR2418 V6404A 1.5 1.5 15-100 345 RR2418 V6605A 1.5 1.5 15-100 345 RR2418 V6606A 1.5 1.5 15-100 345 RR2418 NSU-SF-VA1 Rev. 3.0, © 4/03 Page 2 of 2 Quick4® Plus Standarartow Profile Chambers 0 Pressure Distribution Systems Installation Instructions Before You Begin Quick4 Plus Standard Low Profile (LP) Chambers can only be installed according to state and/or local regulations. Soil and site conditions must be approved prior to installation. Conduct a thorough site evaluation to determine proper sizing and siting of the system before installation. Materials and Equipment Needed ❑ Quick4 Plus Standard LP Chambers ❑ Quick4 Plus All -in -One or Q4 Plus Endcaps ❑ PVC Pipe and Couplings ❑ Backhoe ❑ Laser, Transit or Level ❑ Tape measure ❑ Shovel and Rake ❑ Utility Knife ❑ 1 1/4 -inch Drywall Screws* ❑ Screw Gun* ❑ Small Valve -cover Box* ❑ 4 -inch Cap Inspection Port * Optional These guidelines for construction machinery must be followed during installation: ❑ Avoid direct contact with chambers when using construction equipment. Chambers require a 12 -inch minimum of compacted cover to support a wheel load rating of 16,000 lbs/axle or equivalent to an H-10 AASHTO load rating. ❑ Only drive across the trenches when necessary. Never drive wheeled machinery over chambers. ❑ Avoid stones larger than 3 inches in diameter in backfill. Remove stones this size or larger that are in contact with chambers. Installing the Chambers and End Caps 1. To allow pressure laterals to drain after each dose, drill a hole in the bottom of the pipe at the end of the pressure line. Place the snap -off splash plate or a paving block at the bottom of the trench to protect the infiltrative surface from erosion. V PRESSURE LATERAL (TYP.) r PRESSURE LATERAL (TYP.) V OR 2- TRENCH BOTTOM PIPE PLACEMENT 2. With a hole saw, drill out the appropriate diameter hole to accommodate the pressure lat- eral pipe. 3. Insert the pressure lateral pipe into the end cap's drilled opening and slide it into the manifold pipe. Glue the pressure lateral pipe to the manifold pipe. Drill pressure pipe hole. 4. With the pressure lateral pipe through the end cap, place the back edge of the end cap over the inlet end of the first chamber. Be sure to line up the locking pins on the top of both the chamber and end cap. Note: Health departments may require a wet -run pressure check to be done prior to chamber installation when the pipe is lay- ing on the ground. Check with your local health department for the proper procedure. 5. (Method A) Secure the pres- sure lateral pipe to the top of the first chamber with a plastic pipe strap at the outlet end of the unit. Slide the strap up through a slot in the chamber top, down through the other slot, and cinch the two ends around the pipe. 6. (Method B) With the holes pointing up, stabilize the pressure lateral pipe on the ground to prevent it from moving. Quick4.MW 6VLar Place end cap over inlet end. 7. Lift and place the next Secure pressure pipe. chamber onto the previous one at a 45 -degree angle. Line up the chamber end between the connector hook and locking pin at the top of the first chamber. Lower it to the ground to engage the interlocks. 8. (Method A) Secure the lateral pipe to the top of the next chamber once in place. Follow the same method in Step 5. 9. Continue interlocking chambers and securing the pipe until the trench is completed. 10. Before attaching the final end cap, it may be necessary to remove the tongue of the connector hook on the last chamber with a pair of pliers depending on your pipe diameter. 11. Insert the pressure lateral pipe through the hole in the final end cap and slide the end cap toward the last chamber. Lift the end cap over the modified con- nector hook and push straight down to secure it to the chamber. Note: If cleanout extensions are required, use a hole saw to out a hole in the top of the Quick4 Plus All -in -One Endcap so the pressure lateral pipe with an elbow can extend to the ground surface. For cleanout access, use the "Installing Optional Inspection Ports" section in the general installation instructions. 12. If installing multiple rows of chambers, follow Steps 1-9 to lay the next row of chambers parallel to the first. Keep a minimum separation distance between each row of chambers as required by local code. Lateral pipe through end cap. Failure to comply with these Installation instructions may invalidate the warranty. Contact Infiltrator Systems' Technical Services Department for assistance at 800-221-4436. ACC[99 FOR dIN111lD WMBNNC�MO0.IAMNC a Advantages of Method A • Pipe and orifice placed closer to the chamber dome offer improved distribution. • Pipe positioned at the top of the chamber places it well above effluent. • Plastic pipe hanger easily secures pipe in place ALL WEATHER PLASTIC PIPE STRAP WITH 120 POUNDS TENSILE STRENGTH AT EVERY CHAMBER CONNECTION PRESSURE PIPE WITH HOLES AT 12 O'CLOCK (MAY BE INSTALLED ON EITHER SIDE) OUICK4 PLUS STANDARD LP CHAMBER Infiltrator Systems, Inc. Limited Warranty Advantage of Method B • Pipe resting on the trench bottom allows easy installation and maintenance. • Stabilizing "T's" keep pipe level. • System promotes efficient pressure checks. • Pipe resting on the trench bottom allows easier inspections if monitoring ports are installed. PRESSURE PIPE WITH HOLES AT 12 O'CLOCK STABILIZE OR T EVERY 10' To (MAY BE INSTALLED ON EITHER SIDE)MAINTAIN PREVENT PIPE ROTATION AND PROPER PIPE POSITION OUICK4 PLUS STANDARD LP CHAMBER (a) The structural integrity of each chamber, end cap and other accessory manufactured by Infiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty perod will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to inciden- tal, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improp- er operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by State and local codes; all other applicable laws; and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the standard Limited Warranty offered by Infiltrator. A limited number of States and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Distributed By: V� INFILTRATOR® systems inc. 6 Business Park Road • P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • FAX 860-577-7001 1-800-221-4436 www.infiltratorsystems.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, and Quic1<4 are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. 0 2009 Infiltrator Systems Inc. Al rights reserved. Printed in U.S.A. PLUS030709AG-0 w v w o U) CD N = Q OU W O O ��� Q=w o ° F a p 0 > �= LU ZWZ H f-o� QUO �y J cn < w Z Oa J U U v > �� as Z Y� C) W O O Com') W f �; p J Q CO CO =U LU W ��j\' 0 U0p3: w m HQ=w-i E= 0 D �pU>� �w - oU z WZWZa w>CN a��F- c) 0 J D00 a w �JLU w �� z p UA OJv Q Q w F l a m a_ = U w J zLL �- Z U LL O _ Of zw w m M w � Z M z W d (D W Cl) W W ry Un W U d W E 0 a b W W -Q�,C�� PLUS CNAh?dfR SYS7fp9S The Quick4® PIuS INFILTRATOR" Standard Chamber water technologies 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 TM which permits turns up to 15 -degrees, right or left. It is also available in four -foot lengths to provide optimal installation flexibility. The Quick4 Plus All -in -One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength Quick4 Plus Standard b• Specifications Size 34"W x 53"L x 12"H (864 mm x 1346 mm x 305 mm) Effective Length 48" (1219 mm) Louver Height 8" (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6" (15 mm), 5.3" (135 mm), 8.0" (203 mm), 12.7' (323 mm) APPROVED in Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four -foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 12" of cover Quick4 Plus All -in -One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid -trench • Mid -trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center -feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All -in -One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12" raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) Quick4 Plus Standard Chamber i 12" T Quick4 Plus All -in -One 12 Endcap PRESSURIZED PIPE DRILL 4TIONS FRONT VIEW Quick4 Plus All -in -One Periscope QUICK4 PLUS '"' ONE PERISCOPE i0 48" EFFECTIVE LENGTH SIDE VIEW 8' INVERT 77oaick4nP`Us CRAMBERSYSTEMS INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. //,-- No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of 4 Business Park Road states and counties have different warranty requirements. Any purchaser of Units should contact P.O. Box 768 Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to Old Saybrook, CT 06475 obtain a copy of the applicable warranty, and should carefully read that warranty prior to the INFILTRATOR® 1160-577-7000 436 Fax 860-577-700' purchase of Units. water technologies www.infiltratorwater.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, Microl-eaching, PolyTuff, ChamberSpacer, MUHIPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TJF-TITE is a registered trademark of TUF-TITE, INC. Ultra -Rib is a trademark of IPEX Inc. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A. PLUS05 0713 • • • •• 111, •, • :11