Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
OWTS Design Report 04.21.2018
ALL SIHYICE 33 Four Wheel drive Rd Carbondale, Co 81623 970-309-5259 April 21, 2018 Project No. C1374 Bob Brownlee Bob@brikor.com Onsite Wastewater Treatment System Design 4 -Bedroom Residence 156 Meadow Lane Garfield County, Colorado Bob, ALL SERVICE septic, LLC has completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Glenwood Springs, in an area where OWTSs are necessary. Legal Description: Section: 2 Township: 7 Range: 89 Subdivision: WESTBANK RANCH SUB. #3 Lot: 18 Parcel ID: 2395-021-03-018 SITE CONDITIONS A 4 -bedroom, single-family residence is developed on the property. The residence is served by an existing OWTS. Garfield County Department of Environmental Health Individual Sewage Disposal Permit No. 486 (enclosed) documents the system. The subject OWTS consists of one 1250 -gallon, three - compartment 'Jet Aeration' Plant followed by a 12' x 12' x 12' deep seepage pit, or drywell. The system was given final approval April 24, 1978. The 'Jet Aeration' Plant is no longer operational and functions as traditional septic tank. This tank is also placed in close proximity to a water feature. A camera was run through the sewer line from the septic tank to the seepage pit. A looped, perforated sewer pipe sits on top of a bed of gravel. The sewer line has root intrusion. Given the circumstances of the existing OWTS, there is a desire to upgrade the system. The existing system will be properly abandoned and replaced with the proposed OWTS. The residence is served potable water by a community water system. No water line will come within 25 - feet of any proposed OWTS component. The proposed STA location is relatively flat. Several trees and landscaping, such as a berm, will be removed in this location. SUBSURFACE Two 8 -foot deep soil profile pits (Test Pits) must be excavated to determine soil type and verify soil type and that there are no restricting conditions such as groundwater or bedrock. These Test Pits must be excavated prior to construction on the OWTS. This office must be contacted to evaluate the soils at the time of the Test Pit excavation. Page 2 The soils in this area (Meadow Lane, Westback Subdivision) have historically been found to be very gravelly. We are assuming Soil Type 0 to Soil Type 2 for this design, with no restrictive layer within 8 - feet of native grade. If these assumptions are not correct upon excavation of the Test Pits, modification of the design will be necessary. STA sizing is based on Soil Type 0 and an over -excavated, unlined sand filter with a minimum of 3 -feet of sand filter material. A long term acceptance rate (LTAR) of 1.0 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1 Soil Type 0 (Unlined Sand Filter) presented in the Garfield County On -Site Wastewater Treatment System Regulations, adopted April 14, 2014. DESIGN SPECIFICATIONS The existing septic tank and STA will be abandoned in place. The septic tank must be collapsed and remaining void filled with gravel, sand, or compacted soil. Design Calculations: Average Design Flow = [75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4th bedroom)] = 525 GPD LIAR = 1.0 GPD/SF 525 GPD / 1.0 GPD/SF = 525 SF The new OWTS design is based on 4 -bedrooms. An average daily wastewater flow of 525 GPD will be used. The exiting sewer line from the residence is cast iron and must be replaced. The new sewer line from the residence must have a double -sweep clean out and minimum 2% grade. The system installation will include a 1500 -gallon, two-compartment concrete septic tank with an Orenco® Biotube Pump Vault and an Orenco® PF5005 pump in the second compartment of the septic tank. The floats should be set to dose approximately 80 gallons each pump cycle, allowing approximately 6 gallons of drain back after 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. Effluent will be pressure dosed through a 1.5 -inch diameter pump line to an over -excavated, 12' x 44' unlined sand filter with a minimum of 3 -feet of sand filter material. Sand filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.25 and 0.60 mm. The uniformity coefficient must be 4.0 or less. Material meeting ASTM 33, for concrete sand, with one percent or less fines passing 200 mesh sieve may be used. Pipes used to disperse the effluent must be surrounded by washed coarse screened gravel or crushed stone. All of the gravel or stone must pass a 2'/2 -inch screen and must be retained on a 3/4 -inch screen. The manifold must be 1.5 -inches in diameter. Laterals must be 1.5 -inches in diameter with 5/32 -inch diameter orifice holes facing down, spaced 2 -feet on center. We recommend Orenco® Orifice Shields will be placed over the orifices. Laterals will be separated by 3 -feet. Each 1.5 -inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric should be placed over the gravel layer followed by approximately 1 -foot of topsoil or other suitable soil able to support vegetative growth. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. Page 3 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. Geo -fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3 -inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. Page 4 LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, ALL SERVICE septic, LLC Co_ Ov-ivAs Carla Ostberg, MPH, REHS Reviewed By: Pump Selection for a Pressurized System Brownlee Residence /156 Meadow Lane Parameters D isdia-ge Assembly Size TrarspertLengh TransportPipe Class Transport Line Size DishibutingValveMcdel Max Elevation Lift Meacld Length MalifddPiipeClass MaribldPipeSize N urberofLeterals per Cell Lateral Lengh Ural Pipe Class Lara) Pipe Size Orifice Size Orifice Spadng Residuel Head FIowMr 'Add-on' Friction Lasses Calculations 200 inches 55 feet 40 1.50 inches None 5 ieet 9 ieet 40 1.50 inches 3 44 feet 40 1.50 inches 532 inches 2 feet 5 fed None inches 0 feet fvtirimun FlowRah per Orifice N urber ofO riices per Zone Tod FIcwRahper Zone N urberotLeterds per Zone % FIovDifferential 1sttastOrfice Trarsp iVelocity Frictional Head Losses 0.68 goon 69 469 gfxn 3 23 74 fps 1 rss trctigh Discharge 1 nes inTransport 1 nestrcughVdiie 1 ries in Maribld 1 nes in Latarals 1 nes,frcugh Flo. nets' 'Add -0n' Friction Losses Pipe Volumes 44 6.6 0.0 03 03 0.0 0.0 feet feet feet feet feet feet feet Vddi-rasp i1Line Vd otMe itdd Vd ofLalerals perZone Tod Vdune 58 09 132 20.7 Minimum Pump Requirements gds gds gds gds Desigi FIcwRate 469 Tod Dyraiic H earl 21.6 Orenco Systems' Incorporated Changing the Way the W,& Does Wane:twee Total Dynamic Head, TDH (Feet) 160 140 120 100 80 60 40 20 - Single Family Residence Project PF5015 10 20 30 40 50 Net Discharge (gpm) PumpData Tni PF5005H igh Head EfluentPurp feel 50GPM,12H P 115230V 10 631-1 z2001230V30 6CH z PF5007 H igh Head EfluentPurp 50GPM,34HP 230V 10 60H z, 203230460V 30 60H z PF5010 H igh Head EfluertPurp 50GPM,1HP 230V 10 60H z, 200460\/30 63Hz PF5015H igh Head EfluertPurp 50GPM,1-12HP 230V 10 60H z, 200V 30 631-Iz Legend 60 70 System Cuve: Pump Cuve: Pump Optimal Ra ye: OperaingPdrt Design Point O 80 • -0 C) oo CO (0 0- N O < o_ O o cr)cn o CDa 0 • w o 1 3 0) w peogj eApa ieegM anod EE 171E40 :JeqwnN :peFoad a3uap!SaaaIuMOJB 0 0 '<00 D 00 CO I w - 0 94/ 4Z/170 :e;ea 1740 4 leeq m0� z O C)G• Z) DHO) p Z C = m 03 mm G) 0 Z Z a0)191 4,0 id* 4/41 FRIA p�3 I` iii 0 ipeailk fillig ..„„ VIII••• i, jt,,, Airatikp 1'4 %, .4.4„„„4.4.8.41. ar„„„", .i, - T O71 zm u z 0 X0 � D < Csi u m ND r ND 0 T � W C H O z m U) c m 0 0 0) m 0 0 m m X C) H m 0 c z r Z m 0 0) D z 0 m F H m >00 Dmm Dm Z DmH u D p D m —imO cn II - D n.)m oD II ZJ cn 01 I I Cr)o G) r_ 0) 0 T H b csa • D(cD zmmz z o _ G) C O z Z -1 00 0 11 O • D D • Z mn z0 Z m H m 0) m H SNO11VE -0SZ 4 1 �01 m0 D° 0 mH W 0M � " 0 N 01 G) 0 [75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS 3ON3aIS31:1 WOO1:1a38-P 0 m 0) z N` ld IIS l \ N *01 Nom\ fro s too owes -It�Cit\ D D m w ‘12$\ D0� oti N• %\ 0 > G -1 0) D � \\pmz \ /'� \ \ I.5 k � fit CA. 9 Pa 8 0 0 0 II w O z peogj anud ieegM ano3 EE I7LE40 :JagwnN loafoad G7 (D 0 0 0 0 0 0 0 0 0 euei nnopee j 99 1, aauap!Saj aquimB 17JoZ}aayS N O Wei., .„„ift , v• w 1%%, ii.„.... • ft. ? r. tot 1 , - ' ' ors op. •,1 i et vF: ftp,:, ..... vft,ft 4 ff4rvA A p:II w:•4 7 3 i , ‘444,• m , 5 0 m x z 0 0 0 m , TO O • 8 V m� H• Z 0 Z m 0) o o 0 0 O AWA 0rc �m m \ W31SAS E NIdWfld (,) N 1 1 on▪ o �D� Z • H 0Z Z co 2' 0 n O 0 mn 0 • 73 O m m 7 3N11 diNfld OAd OP -HOS Via O 0 n� n _m 0) O D xln Tz 00 m o mz r O w via 2E/9 H11M SiV2j31` -1 OAd OP -HOS via ,.S' a38 231113 aNVS a3NI1NfI a31VAVOX3-2:13A0 ,PP X Z4 \ mm m r 2 O Z` O (1• ) • m O D D rD H _LV 0 1J co 0 cp o CD (O Q = V v 0co (D o co 0 CD cil (1)v -o -o co 0 co o rn 3 N w peob anua lean anod ££ 17L£60 :JeqwnN peFoad eouepisaH eaIuMoJB O :0 0 CD CD C. �. co a Q D 00 W Z • 0 I 03O 8144Z/t0 :area 10 C Taa4S w 0 O ti n NO1103S V1S cn z r m co 1 1 z =O r z co 0 D ON m0 nn I z 0 c 73 D m r r mO m n m ONIOVd S3OIdI IO via ..Z£/S 1-111M S1Vb31V1 OAd 0P-1-1OS MCI .S.4 • t/1a3W H311Id 13AVHD OD z G) 0 Poa) m� m m D CO n N (71 () 0o 4,.K. 0 0 0 0 0) o0 o o N A COCO N A CD cnn CD CD CD C> CF) W c' 0 o oo(noo m m ONISSYd% 1VI 1VW 23311Id ONVS 34V2JO 3/�IIHN �D 0 • z z• m O z 0 D m D n 2 S3A1VA JNIHSf11d O 0 n NV1d V1S n D co nF m r z mmm D z D m 0• <z M m G) co C Om X 0NO1 006 V NI 1V2:I31V1 HOV3 aN3 } 438 dO 2i3N10O O O O O CO 0) ia— HOV3 _LV 12:Od NO11O3dSNI 41OdINVW 13A31 OP -HOS via ..S 4 m 0 0 n CD1 "Eiji-` D —DDODN Z 0 2O�O04. • D G)_2mm- _1m�-u0 � 0 mr 4. OommmD= ��mC7)0) W8Z"zKc D0�ZnC N Dm C W O I- OXD=ccoCo iDm nc=K0 z m*70nc 2 2 m w r Z o w is 0 N v o a rl O II) (0 Q PI m cp o_ 0 co o o blo CD ccnn v -a o 0 h CO o 1 3 N W pend OAK] lean anod CC 171£40 :JegwnN ;oafoad G7 m • cn n 0) o c c O 1— o Q) • m v 0 0 aauepisaH aaIuMOJB 533T0 `cin) 0 ca. Co n a D oo W 1 z.. • 0 co W I 0 17 bo b ieeLIS 0 0 O z m 0 z m z 0 m D 1 3av a3HSINId 31V0S 01 10N 3lVOS 01 ION 1I`d130 IflONV310 )18V SSV ONIHSfl13 r m r 0 z z 0 0 c 0) m O < mD -1 < mm X m n O 0 m >.< z r —I < X m O 0 X 'I' °.• �� Wier plire4 I0,eifift -IC o •C IDI gb )04:1:947( . Of lb *iv W; °aJe r 'i s elle and 017 -HOS via O J xi 2 O • 1— VIa31N13ndda MO813 006 d33MS 91\101 OAd 017 -HOS via ..5' 4 - T D in 00 = D m� O m D - < (/) 2 W° �D r c ✓ CO 00 m m > X 0 W D r 0 - 0 m Item # 1500T-2CP-HH 1500 Gallon Top Seam Two Compartment with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 62.33 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" 3'-0" 2'-0" 4'-0" 3'-0" 4'-0" DRY 4'-0" Flexible Boot 11 " 132" Top View = utyl Rubber Sealant 17. Wires to Panel_ 24" Minimum Height z n7 49" • • Section View "Service contracts available for maintenance8 129" 73" 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 Digging Specs Invert Dimensions Net Capacity Net Weight 13' Long x 8' Wide 56" below inlet Inlet Outlet Length Width Min. Height Inlet Side Outlet Total Lid Tank Total 56" 73" 132" 68" 92" 1002 gal 507 gal 1509 gal 3600 lbs 11180 lbs 14980 lbs W7VALLEY PRECAST, & Wastewater • Systems • Products PRECAST, Inc. • Service (719) 3954764 28005 Co. Rd" 317 P.O. Box 925 CO Fax: (719) 395-3727 Buena vim' 81211 Website: www.valleyprecastcom Email: frontdesk©valleyprecastcom Orenco® Technical Data Sheet Biotube® ProPak Pump PackageTM 60 -Hz Series Pump Packages Float bracket External splice box Optional; internal splice box comes standard.) Control panel Riser lid (not included) — Riser (not included) Discharge assembly Support pipe Pump vault Float stem Floats Float collar Vault inlet holes 4 -in. (100 -mm) turbine effluent pump Biotube® filter cartridge Pump liquid end Pump motor 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: • Float Switch Assemblies (NSU -MF -MF -1) • Discharge Assemblies (NTD -HV -HV -1) • Splice Boxes (NTD -SB -SB -1) • External Splice Box (NTD -SB -SB -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 BPP2ODD, BPP2ODD-SX, BPP3OTDA, BPP3OTDD-SX, BBPP5OTDA, BPP5OTDD-SX Product Code Diagram BPP 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 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 L/sec) 50 = 50 gpm (3.2 Usec) Biotube® 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 Materials of Construction Vault body Polyethylene Support pipes PVC Dimensions, in. (mm) A - Overall vault height B - Vault diameter 57 (1448) or 68 (1727) 17.3 (439) C - Inlet hole height 19 (475) D - Inlet hole diameter (eight holes total) E - Vault top to support pipe bracket base F - Vault bottom to filter cartridge base 2 (50) 3 (76) 4 (102) E A C V E B • 1 ProPakTM pump vault (shown with Biotube filter and effluent pump) Biotube° Filter Cartridge Materials of Construction Filter tubes Polyethylene Cartridge end plates Polyurethane Handle assembly PVC Dimensions, in. (mm) A - Cartridge height 18 (457) B - Cartridge width 12 (305) Performance Biotube® mesh opening Total filter flow area 0.125 in. (3 mm)* 4.4 ft2 (0.4 m2) Total filter surface area 14.5 ft2 (1.35 m2) Maximum flow rate *0.062 -in. (1.6 -mm) filter mesh available 140 gpm (8.8 t -/sec) g. OC ggg ggg Biotube° filter cartridge (shown with float switch assembly) NTD -BPP -1 Rev. 1.2, © 08/14 Page 2 of 4 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Technical Data Sheet Orenco® 4 -in. (100 -mm) Turbine Effluent Pumps Pump Curves 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 (PEEN 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, Length Weight gpm (Usec) in. (mm) Ib (kg) Discharge Impellers in., nominal 1 20 (1.3) 22.5 (572) 26 (11) 1.25 30 (1.9) 21.3 (541) 25 (11) 1.25 50 (3.2) 20.3 (516) 27 (12) 2.00 4 3 2 Performance Nom. flow, gpm (Usec) 20 (1.3) 30 (1.9) 50 (3.2) hp (W) Design Rated Min liquid flow amps cycles/day level, in. (mm) 2 0.5 (0.37) 12.3 300 18 (457) 0.5 (0.37) 11.8 300 20 (508) 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. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® ProPakTM Pump Vault. 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 L/sec) and pressure (TDH), providing a graphical representation of a pump's performance range. Pumps perform best at their nominal flow rate, measured in gpm or Usec. 140 120 a p 100 1- a z 80 E 60 40 20 Flow 'n liters per second (L/sec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 PF 200511 —1PF 300511 ..1 —1 PF 5005111 10 20 30 40 50 60 70 Flow in gallons per minute (gpm) 43 37 30 24 18 12 6 Total dynamic head (TDH) in meters 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 Orenco° Technical Data Sheet 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 1. Motor -start contactor 120 V, 3/4 hp (0.56 km, A, single phase, 60 Hz 16 FLA, 1 hp (0.75 kW), 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 4. Audio alarm Single -pole, double -throw HOA switch, 20 A 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 0 n 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 Dual -mode la. Analog timer (not shown) 120 V, 3/4 hp (0.56 kV , 14 A, single phase, 60 Hz Programmable for timed- or demand -dosing (digital timed -dosing panels only) 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 120 V, 10 A, OFF/ON switch. Single pole 120 V 4. Toggle Switch 5. Audio alarm Single -pole, double -throw HOA switch, 20 A 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 6. Visual alarm 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence", 120 V LED, UL Type 4X Control panel, timed -dose (digital timer model shown) NTD -BPP -1 Rev. 1.2, © 08/14 Page 4 of 4 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Orenco® Technical Data Sheet PF Series 4 -inch (100 -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 Biotube° pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor S4® C US LR80980 LR2053896 Discharge Connection — Bypass Orifice — Suction Connection 0 Powered by Franklin Electric 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-SEALTM floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0, 1.3, and 1.9 L/sec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 L/sec) 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 kW) 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 Cord length, ft (m): 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 = 1/3 hp (0.25) 07 = 3 hp (0.56) 15 = 1-Y2 hp (1.11) 30 = 3 hp (2.24) Nominal flow, gpm (L/sec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) 05 = 12 hp (0.37) 10=1hp(0.75) 20 = 2 hp (1.50) 50 = 5 hp (3.73) Pump, PF Series Y2 -hp (0.37kw) only *220 volts for 50 Hz pumps 'Note: 20 -foot cords are available only for single-phase pumps through 1-1/2 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 Pump Model N cn E iv y «9 ti aQi 3 R o = c V�• N ) R R Ql H R iN N i§- R E ate(R R O S d Z> Q ▪ 0 CO rL Length, in. (mm) Rated cycles/day PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 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 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 Y4 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 PF10073200 4, 5 10 (0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 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 1/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5' 6, 7, 8 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 14 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 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 PF10203200 5'6'8 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 Y4 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 Y4 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 Y4 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 I/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 Y4 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 I/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 I/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 I/4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5'6'7 30 (1.9) 2.00 (1.49) 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 Y4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5' 6, 7, 8 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 I/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 5'6'7'8 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 Y4 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 �/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5' 6' 8 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 Rev. 2.2, © 09/14 Page 2 of 6 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Specifications, 60 Hz (continued) Pump Model a1 a) ca o 'a c) c -ad a7 N co 7 o � = - - z > Technical Data Sheet a E lC R aa) E Length, in. (mm) Orenco® Rated cydes/day PF500734 50 (3.2) PF501012 50 (3.2) PF50103200 50 (3.2) PF501034 50 (3.2) PF5015124 50 (3.2) PF501532004 50 (3.2) PF503012 4,5,7'8 50 (3.2) PF50303200 4, 5' 8 50 (3.2) PF503034 4'5'8 50 (3.2) PF505012 5,6,7,8 50 (3.2) PF505032 5,6,7,8 50 (3.2) PF751012 75 (4.7) PF751512 75 (4.7) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 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 PF100752 4' 5 PF101552 5, 6 PF300552 PF300752 PF301052 PF301552 4' PF500552 PF500752 PF501052 PF501552 PF751052 10 (0.6) 10 (0.6) 10 (0.6) 30 (1.9) 30 (1.9) 30 (1.9) 30 (1.9) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (3.2) 0.50 (0.37) 0.75 (0.56) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 1.00 (0.75) 220 220 220 220 220 220 220 220 220 220 220 220 230 230 230 230 230 230 230 230 230 230 230 230 3.9 6.2 10.5 4.1 6.1 7.4 9.3 4.0 6.3 7.3 9.1 7.3 4.1 6.2 11.4 4.1 6.1 7.4 9.3 4.0 6.4 7.4 9.1 7.3 6 9 18 4 5 7 8 2 3 4 5 4 1 1/4 in. GFP 1 1/4 in. GFP 1 '/4 in. SS 1 1/4 in. GFP 1 '/4 in. GFP 1 1/4 in. GFP 1 1/4 in. GFP 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 23.0 (584) 26.8 (658) 39.5 (1003) 22.5 (572) 24.8 (630) 28.4 (721) 35.4 (899) 20.3 (516) 23.7 (602) 27.0 (686) 32.5 (826) 30.0 (762) 17 (432) 17 (432) 22 (559) 19 (483) 19 (483) 20 (508) 24 (610) 25 (635) 25 (635) 26 (660) 30 (762) 27 (686) 26 (12) 30 (14) 46 (21) 26 (12) 29 (13) 32 (15) 40 (18) 29 (13) 31 (14) 35 (16) 42 (19) 34 (15) 300 300 300 300 300 100 100 300 300 100 100 100 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 '14 -in. NPT GFP discharge is 2 7B in. octagonal across flats; the 1 /-in. NPT 2 -in. NPT SS discharge is 2 7B in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate 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, Orenco for more information. 3 Weight includes carton and 10 -ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam -lock option (Q) 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. SS discharge is 2 1B in. octagonal across flats; and the discharge hose and valve assemblies. Consult your Orenco minimum liquid level should be top of pump. Consult 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 Orenco® Technical Data Sheet 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 kV) 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 L/sec) 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 Total dynamic head (TDH) in feet 800 700 600 500 400 300 200 100 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 160 140 120 100 80 60 40 20 PF15 Series, 60 Hz, 0.3 hp IW 13 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com 11 1 1 1 I I I PF10 Series, 60 Hz, 0.5 2.0 hp PF1020' - PF1010. PF1007 PF1005-FC ` w/'/4" flow controller 0 2 4 6 8 10 12 14 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 160 140 120 100 80 60 40 20 PF15 Series, 60 Hz, 0.3 hp IW 13 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com 60 Hz Models (continued) 400 350 4- c 300 f=1 - 250 -a c • 200 • 150 - 100 4- Total dynamic head (TDH) in feet 50 1 1 1 1 1 1 1 -PF2015 ... •••• PF20 Series, 60 Hz, 0.5 - 1 5 hp PF2010 13F20051 ..... ..... 0 0 450 400 350 300 250 200 150 100 50 5 10 15 20 25 30 35 Flow in gallons per minute (gpm) 40 PF5050 I I I I I I I I PF50 Series, 60 Hz, 0.5 - 5.0 hp PF5030 PF5010 ..... ..... . ....... ..... ...... PF5007 ............. ..... ... PF5005 0 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) Technical Data Sheet Total dynamic head (TDH) in feet Total dynamic head (TDH) in feet 900 PF3050 800 700 600 Orenco® I I I I PF30 Series, 60 Hz, 0.5 - 5.0 hp PF3030 500 400 300 200 .... PF3020 PF30151 PF3010 - I I 100 PF3005 oo 100 90 80 70 60 50 40 30 20 10 ... .......... .... ........... ........ ' • ............ .... 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) jPF7515 111111 I I I PF75 Series, 60 Hz, 1.0 - 1.5 hp PF7510 oo 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) 100 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 5 of 6 Orenco° Technical Data Sheet Pump Curves, 50 Hz Models 180 Flow in gallons per minute (gpm), nominal 1.6 3.2 4.8 6.3 7.9 9.5 11 13 ■-■■■■■■-1-----3---- 160 IEU ■■■■■I•MMIMMI•=ME 140 ..111111.1.......1.11.. ■■■■■11,■■■■■■■■■■■ .E 120 MENEMOMMENNEMMEN ■■■■■■■„■■■■■■■■ 100MENEMENERNMENNE■■■■■■■■■■11,■■■■■■ s 80 ■1111®■11■■■■■■■,■■■■ foE6■■■■■'�■■■■\\■ a ra165141■11■■,■■,11■ Ta !LI 1111■■■■\ \SE\• \■■■ 20 1111■■ PF1005-FC „■■,11„■ • ■I wcontro How 1111„■■'11■ er • Immmmv■■►1■■■■ 45 40 .2 35 d E •E 30 ~ 25 as 20 E = 15 > 10 5 01 02 03 0.4 05 06 07 08 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 525 _ a: 459 394 d 328 = H 262 a as = 197 131 R 66 09 PF50 Series, 50 Hz, 0.37 -1.11 kW PF501552� ,.I PF501052 PF500752� LPF500552 1 • 00 120 100 m E .E 80 as 60 a) E c 40 > Ta 20 Flow in gallons per minute (gpm), nominal 63 13 19 25 32 PF30 Series, 50 Hz, 0.37 -1.11 kW PF301552I .LPF3010521 -PF300752 00 30 131 7, 27 115 o 5 24 98 = .= 21 0 18 82 = H R 15 a 66 70 s s •—o 12 49 '= c as> 9 33 a as is o 6 16 I— 3 05 10 1.5 2.0 25 30 3.5 40 45 F ow in liters per second (L/sec) 0 0 06 1.2 18 24 30 36 42 48 54 60 Flow in liters per second (L/sec) JPF3005521 • 04 08 12 16 20 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 328 = E 0 262 D 197 I- 5, m 131 'g 24 PF75 Series, 50 Hz, 0.75 kW PF751052 R 66 89 To 79 0 69 m a) 59 E = 49 I- 39 39 = 30 m 20 — a3 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 6 of 6 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Double Walled PVC Riser & Lid Options Poly Lid (Static load tested to 5000 lbs) • Skid resistance surface • Available in green • Highest level of UV Protection included • Includes a foam gasket for airtight and watertight applications • Includes square drive screws to discourage unauthorized entry • Insulation panels achieve R-10 insulation rating 2" of Insulation Standard C Orenco ® DuraFiber'" Access Lids (FLD) Not recommended for vehicular traffic j 24" and 30" Diameters • Solid, resin -infused fiberglass construction C, • 20,000 -Ib breaking strength D • Standard green or brown colors d • Available with or without urethane lid gasket • Available with carbon filtration • 4 stainless steel flathead socket cap screws & hex D key wrench • Insulated lids available - 2" or 4" C) C Double Walled PVC Riser • Available in 24" and 30" Diameter • Cut to length • Sold in +1- 2" increments • Must be cut between ribs Water &(719) 3954764 28005 Rd. 317 Wastewater P.O. Box 925 1FVALLEY • P�u� Fax: (719) 395-3727 Buena Vela, CO 81211 PRECAST, Inc. • Service we� ©valle �stcom Orenco® Technical Data Sheet Orifice Shields Applications Orenco® Orifice Shields are used in a pressurized distribution system to protect the orifices from backfill debris that might cause orifice blockage. Orifice shield installed on lateral pipe, standard configuration Shield Orifice Cutaway view, standard configuration a a a< <R a<< t Orifice Shield Cutaway view, cold weather configuration General Orenco Orifice Shields snap -fit onto laterals. They may be placed on top of or beneath a lateral, depending on the location of the orifice. Orifice shields are covered by method -of -use patent # 5,360,556. Standard Models OS075, OS100, 0S125, 0S150, 0S200 Product Code Diagram OS Lateral pipe size, nominal: 075 = 0.75 in. (20 mm) 100 = 1.00 in. (25 mm) 125 = 1.25 in. (32 mm) 150 = 1.50 in. (40 mm) 200 = 2.00 in. (50 mm) Orifice shield Material of Construction PVC per ASTM D-1784 Physical Specifications Model Shield O.D. in. (mm) Lateral pipe O.D. in. (mm) OS075 05100 0S125 0S150 0S200 3.5 (89) 1.05 (27) 3.5 (89) 1.315 (33) 3.5 (89) 1.66 (42) 4.5 (114) 1.90 (48) 4.5 (114) 2.375 (60) Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD -SF -0S-1 Rev. 1.1, © 09/14 Page 1 of 1 Item# SEK- Orenco® Flushing Assemblies Flushing Assemblies Orenco® flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orenco K flushing assemblies are available in the following sizes: • 1" diameter • 1.25" diameter • 1.5" diameter • 2" diameter Valve Boxes Orenco® valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7 -in. diameter round enclosure Note: Kits include VB7 valve box enclosure. OM V1 VALLEY PRECAST, inc. Water & Wastewater • Systems • Products • Service (719) 395-6764 28005 County Road 317 P.O. Box 925 Fax: (719) 395-3727 Buena Vista, CO 81211 Website: http://valleyprecast.com/ Email: frontdesk@valleyprecast.com I'I This does not constitute a building or use permit. GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 2014 Blake Avenue PERC f EF' WAIVED RATE KNOWN FEE°ad Springs, Colorado 81601 INDIVIDUAL SEWAGE DISPOSAL PERMIT Owner John Roahstedler TI 486 i;;;. Lot 18, Filing 3, h'astbank IIrlNII System Location :.: �1. Licensed Contractor 1, 250 Conditional Construction approval is hereby granted fora gallon Septic Tank or X Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Perc rate of one inch in 5 minutes requires a minimum of 125 sq ft of absorption area per bedroom. 4 125 Sao ill II Therefore the no. of bedrooms x sq ft minimum requirement = a total of sq ft of absorption area. lull) IIII : peep Field 12' Square and 12' Deep. I;NI:_ May we suggest /49., � / iill.� iiH November 10, 1977 ',.�� DateInspector uG '''''`'1'*NOTE, This system reviewed by Sparrow & Walker staff on Permit 336 - this !system is FINAL APPROVAL OF SYSTEM: identical to ' hat system with addition of 1 bedroom. ill';'•: illit 'll No system shall be deemed to be in compliance with the Sewa Disposal Laws until the assembled system is approved 9 y prior to cover ing any part. �� - Septic Tank cleanout to within 12" of final grade or aerated .ass ports abovegrade. Proper materials and assembly. , ( Trade name of septic tank orerated treatment unit. Adequate absorption (or dispersal) area. 4% Adequate compliance with permit requirements. Adequate compliance with County and State regulations/requirements. Date Qther Inspector Z(z RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to au thority granted in 66-44-4, CRS 1963, amended 66-3-14, CRS 1963. 2. This permit is valid only for connection to structures which have fully complied with County Zoning and building requirements. Connection to or use with any dwelling or structures not approved by the building and Zoning office shall automatically be a viola- tion of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Sections III, 3.24 requires any perso}n(wr]hoconstrructs, alters, or installs an individual sewage disposalY�system in a/mrya�nnne+r which In- 2. A!,a ljp�l�"I}�I'..I��r�!I��'��9�1'.:.:'i� lT�i.T �.T'1��'MlI�Vr�Ili VQlff1l.''4_}}' b■-'� NI, I I� ll• II -.I .III '�eYll QI I I-- �I' ..is=Itil ft rl l 11�! Iqr�{{jNI.NI�.'+1 I _ :'�� N I:,.,,Y I �il �N I '... I ,lel,; ill J'iil I��I : II; I;�� I;II i•II I. p'i': 'I�.! II � I � ll I '�� .:.;:,114 -I I� 5 -� - -�'H 111W F '''i• .: li, a II.. I l Y 1 IItltlI' L q. NII 'Ill , II l u it ll,l' Ct 11 -III:$ l - -:.j,i Oil sjl.- III?l y IR 111! x.4111'41 {ti�V i r "I - :' • li li;::..._. J ff V X81 lT• p ldl 4I--1 fid � �b�ll..; I �!I ��r ;Il ilk Ili:til III ' T_ .—... ®...._ _7114117271=1111 .._ NiIi4h �54' Jim IINI "Ni� INll. IIIII' - uV _ '.. ��6 I I- Null I � N)Il@a�'>41YL I I- ��Nr<r�i�r�.Ir•��_:--�--- I yfl�V .. INDIVIDUAL SEWAGE DISPOSAL:SYSTEMS APPLICATION Fees Date NOTIFICATION OF PROPOSED DISCHARGE TO WATERS OF THE STATE INDIVIDUAL HOME SEWAGE TREATMENT SYSTEM Owner: , AA/ loch 5t Paid $e S ° 11-10-.) .? Mail Address: Roy ,3� City: g,.j11 T Zip: $/GVA Phone:Q'S-8W5 INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable buildings, location of potable water wells, soil percola- tion test holes, soil profiles in test holes. 1. Location of facility: County otcplicAlci City or Town Ltics,-t J,.Q..,vik flAW47h Legal Description rt 'j' I rK� 'f3 Lot Size _ / r4 cr 2. No. of Bedrooms Li Septic Tank Capacity Aeration Unit Capacity L . 3. Source of Domestic Water: Public (name): LOt 1 / OA Ai Private: Well Depth Other Depth to first ground water table 4. Is facility within boundaries of a city/town or sanitation district? No 5. Distance to nearest sewer system: 1/ ,i/Lc Have you attempted to arrange a connection with the system? No If rejected, what was the reason? 6. Rate of absorption in test holes shown on the location map, in minutes per inch of drop in water level after holes have been soaked for 24 hours: 7. Name, address, and telephone of person who made soil absorption tests: 8. Name, address, and telephone of person responsible for design of the system: join/6T<-44 YV436y3a_I34s4.Idtell s 9. Express permission is hereby granted for the inspection of the above property by any member of the Garfield County Environmental Health Department and/or such persons as they may designate. Any withdrawal of this permission shall be in writing and receipt acknowledged by the County Environmental Health Department. 10. I have been given an opportunity to read the Individual Disposal Systems Regulations of Garfield County and I hereby agree to comply with all terms, conditions and requirements included therein. 'emsDade ICt '77 (TO BE RETURNED TO HEALTH DEPT.) Signature of Appl cant 1 PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY .G0,0_51—gtuf A.11-tetA AA to,dow 4. INDICATE BELOW THE LOCATION OF YOUR BUILDINGS, WATER SUPPLY AND DISTRI- UTION LINEg-, STREAMS, IRRIGATION DITCHES, ROADWAYS, AND BOUNDARY LINES ite4k3ps 10 t IOWDiTc -e —211"1-4-1d-t‘ge--164-4-w-t----(TO BE RETURNED TO HEALTH DEPT.)