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HomeMy WebLinkAboutSeptic Design 8.25.20INDIVIDUAL TYPE IV SEWAGE SYSTEM DESIGN SUMMARY Property Owner: Ellen Forcier Phone: 952-949-5808 Address: 4780 N Arm Drive PID: 0611723230012 City: Orono Zip: 55364 County: Hennepin DESIGN USAGE SITE CHARACTERISTICS Single Family Home X Other Soil type Loam Number of Potential Bedrooms 3 Hydraulic Loading 0.78 GPD/ft2 Treatment Level B2 Garbage Disposal No Depth to restrictive layer 25” Sewage Lift Pump No PUMP INFORMATION CAPACITIES Pump GPM & TDH 29.0 GPM & 18.1 TDH Daily Water Use Est Calc 450 gpd Cycles per day 5 Cycles Septic Tank Capacity 1514 GAL 2 compartments of a 2250 triple compartment tank Gallons per cycle 85 Gallons Pump Tank Capacity 757 GAL – 3rd Compartment Perforation size & spacing ¼” perfs every 36” MOUND SYSTEM Number, spacing, & diameter of laterals 3 – 1 ½” laterals every 3’ Dimension of Rock Base 10’ x 38’ Forcemain Size 2” Depth of Rock Below Pipe 9” TRENCH SYSTEM Dimensions of Mound 40.9’ x 67.2’ Type of trench % Slope of Soil Under Mound 9% Maximum Depth of trench Upslope Dike Width 8.1’ Square Feet of bed Required Downslope Dike Width 22.8’ Square Feet of bed Proposed Sideslope Dike Width 14.6’ Lineal Feet of bed Proposed APPROVAL By Date 8/25/20 Brian Koski License #2624 See additional information sheet if checked Septic Check, Inc. | 6074 Keystone Rd Milaca, MN 56353 | ph. 888-983-2447 | fax. 320-983-2151 1      Property Owner: Ellen Forcier – 4780 N Arm Drive Orono, MN 55364   Proposed Update Summary: This is a Type IV septic system design for an existing lot that has part of the old house foundation still in the ground. Originally the City of Orono requested the owner have a septic professional prove that the site could meet City’s septic ordinance which requires (2) - Type I septic system sites with a 5-bedroom capacity of 750 gallons per day. Although we found 25” of usable soil, which is a characteristic of a Type I system, a vast majority of the site is either compacted or has disturbed soils. In lieu of the city ordinance, we proposed a Type IV pretreatment system as it would provide an effective long-term solution for the site that would not require the need for a secondary site. The owner plans to rebuild a new 3-bedroom Class I home. The new home will not have a garbage disposal or a sewage ejector. Sewage will flow by gravity from the home into a Brown Wilbert 2,250 gallon 3-compartment tank. The first 757-gallon compartment will be used for septic, the second compartment consisting of 757 gallons will be for septic as well as equipped with an EcoPod E50 pretreatment unit. From there effluent will flow by gravity to the last compartment containing 757 gallons that will be used for the pump tank. The pump installed must deliver at least 29.0 GPM and 18.1 TDH. All manholes will need to be installed to grade for ease of servicing. Effluent will then be time dosed to a 10’ by 38’ rockbed mound with no less than 1’ of washed sand at the NE rockbed corner. The SE, SW and NW corners will require more than 1’ of washed sand in order to reach the bottom of the rockbed elevation which 97.60. From there the installer will add 12” of washed 1 ½” rock, laterals, cleanouts and inspection pipes to grade. 18” of cover will be placed next with a minimum of 6” of topsoil to establish vegetative cover. The table below is found on page 12 of the EcoPod Installation, Operation and Maintenance Manual. I have included the manual in the design pages. It shows tank sizing requirements needed for the EcoPod. System detail:  Brown Wilbert 2,250-gallon triple compartment tank  1st compartment 757 gallons for sewage  2nd compartment 757 gallons for sewage equipped with an EcoPod E50  3rd compartment 757 gallons to serve as the pump tank  (5) 24” insulated manhole covers to grade.  Ultra-rib riser attached with ADH 100 - or two-part epoxy  Insulate top of tank if buried less than 2’  Goulds PE 41 effluent pump  CP2210/MN Control Panel; included with EcoPod unit - See attached specs Septic System Design Additional Information  Septic Check, Inc. | 6074 Keystone Rd Milaca, MN 56353 | ph. 888-983-2447 | fax. 320-983-2151 2     4” SCH 40 for the collection line  2” SCH 40 for the forcemain  10’ x 38’ Rockbed; Total Mound Footprint 40.9’ x 67.2’  (3) - 36’ laterals using 1 ½” SCH 40 pipe  Elevations are referenced to the Benchmark which is a marked stake next to the electric pole at the NW corner of the property. Soil Observation: The soil profile identified on the property consisted of Loam from 18” - 25”. From there the soil turns to a Clay Loam with the most restrictive redox present at 25”. For this design we will be using the soil loading rate for Loam at Treatment Level B2 of 0.78 gpd/ft2. Water supply / wells: The drainfield and tank location is over 50’ from the proposed well. The existing well on the property was previously capped. Both wells are located on the site map. Homeowner Responsibility: Homeowner to verify all property lines. Homeowner will need to have all the trees and brush removed from the tank and drainfield location leaving the stumps in the ground and cut at grade. Each tank is to be pumped through the maintenance cover when serviced. Do not pump through inspection pipes. Homeowner is responsible for all costs involved in servicing, monitoring, and mitigating the system. Keep all vehicles off septic area. Rutting and/or compacting the soil will change the percolation rates and may lead to system failure. Installer Responsibility: It is the installer’s responsibility to make sure the septic system is seeded and mulched prior to final completion. Keep all vehicles and construction equipment off septic area. Rutting and/or compacting the soil will change the percolation rates and may lead to system failure. Installer to verify all elevations, dimensions, and ensure proper fall to pipes. Pitch pump chamber outlet to ensure complete drainback to pump chamber. Establish turf to prevent erosion and freezing. All construction to be performed in accordance with MN Rule 7080 and the City of Orono septic ordinance. Maintenance Requirements See attached operating permit or management plan for detail. :::::::::::::::::1:::::::::::::::::::: ···················................... :::::::::::::::::1:::::::::::::::::::: ::::::::::::::::::1:::::::::::::::::::: � ::::::::::::::::::i:::::::::::::::::::: 0 ::::::::::::::::::-�:ii:�---47 ◄-!J� )())i)()) (.) :::::::::::::::::::1::::::::::::::::::: :::::::::::::::::::1:::::::::::::::::::.......................................::::::::::::::::::::1::::::::::::::::::: 1 ............. , ....... ... . . . . . . . . . . . . . . . . . . . . . . .............. ................................ ············· ········· ....................... .............................................. ·::::::::::::::::::::::::::1:::::::::::::::::: ····················................... ::::::::::::::::::::1:::::::::::::::::: . . . . . . . . . . I . . . . . . . . . ................... · .. : .. : .. : .. : ..... : .. :. ·: .. : .... . . . . . . . . . I . . . . . . . . . ...................... · .. : .. : .. : .. : ..... : .. : .. : .. : .. : ... w z ::J �i EPTIC BENCHMARK SLO NSTALLER TOKEEP TOE OF THE MOUND OUT OF THE EASEMENT . ·--------- XISTS DUE TO VARYING � 0.04 FOOT OVERLAP ""11 u"':.PROPERTY DESCRIPTIONS PROPER'tf LINE ;35' -2" FORCEMAIN FOUNDA 1'0� MOUND I ----· �--< ·---,.,\._ 1 on 1:))> ------ \o• DEEP WELLSETBACK 'EW DEEP ---------· LI NORTH ARM DR W w z ::J PER THE SURVEY. 00 GPO ECO POD AEROBIC TREATMENT UNIT2250/3 COMP TANK EW 4" SEWER LINE TOTHE 3 BEDROOM HOME ELEVATIONS BENCHMARK = MARKED STAKE NEXT TO ELEC. POWER POLE NW CORNER OF LOT -100.00NE ROCKBED CORNER -96.60SE ROCKBED CORNER -95. 70NW ROCKBED CORNER -95. 70SW ROCKBED CORNER -95. 70BOTTOM OF ROCKBED -97.60 ELEVATION OF THE TANK WILL DEPEND ON OUTLET OF THE PROPOSED HOME. INSTALLER TO VERIFY ALL ELEVATIONS TO ENSURE PROPER FALL. hJ'\�� /..I \ \). //1! \ IIn n V. 1 ', \ J.I \ I �f/ ti,�-+�'<' 0 R, 1" = 30' SEE ATTACHED SURVEY FOR CONTOURS • • • • • • • • • • • • • • • • • • • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • --- ELLEN FORCIER PROPERTY LOCA 110N 47110 N ARM DAM: ORONO, IIN-♦ LEGAL DESCRIPllON :::,"'8:l,�wr--SEPnC CHECK 8074 l<EYST0IE RD 111.ACA. 11N 158353 (320)-983-2447 (FAX) (320)-983-2151 PAGE lllLE SEPTIC DESIGN 1 OF 1 3 8 1. A.Design Flow:Gallons Per Day (GPD) B.Septic Tanks: Tanks or Compartments Tanks or Compartments Alarm: C.Holding Tanks Only: Gallons, in Tanks Gallons, in Tanks D.Pump Tank 1 Capacity (Code Minimum): Gallons Pump Tank 2 Capacity (Code Minimum): Pump Tank 1 Capacity (Designer Rec): Gallons Pump Tank 2 Capacity (Designer Rec): Pump 1 GPM ft Pump 2 GPM ft 2.00 in Dose Volume: gal in Dose Volume:gal 2. SYSTEM TYPE Benchmark Elevation: ft Benchmark Location: Type of Distribution Media: 3. SITE EVALUATION: A.Depth to Limiting Layer: in 2.1 ft B.Measured Land Slope %: % C.Elevation of Limiting Layer:D.Soil Texture: E.F. Soil Hyd. Loading Rate:GPD/ft2 G.Minimum Required Separation:in 3.0 ft H.Perc Rate:MPI I.in Comments: 4. ft2 in ft ft in Contour Loading Rate ft Designer's Max Trench Depth in ft2 in in ft ft in Loam Bed Width 94.6 Code Maximum Trench Depth 36 Code Maximum Depth of System: Marked stake at elec. Pole Sidewall Depth Loc. of Restricive Elevation:0.78 9.0 Trench WidthDispersal Area Number of Trenches 100.00 Trench Design Summary 85.0 29.0 25 Total Head System Type 18.1 Supply Pipe Dia. Supply Pipe Dia. Total Head Gallons Absorption Area Mound DESIGN SUMMARY Depth of sidewall Code Maximum Bed Depth Bed Length Designer's Max Bed Depth Gallons, in Gallons, in Project ID: Note: The estimated design flow is considered a peak flow rate including a safety factor. For long term performance, the average daily flow is recommended to be < 60% of this value. Site Address: 500Minimum Code Required Septic Tank Capacity: 757 Minimum Code Required Capacity: 757 Effluent Screen: 4780 N Arm Drive Orono, MN OSTP Design Summary Worksheet DESIGN FLOW AND TANKS Property Owner/Client: 1 450 Ellen Forcier v 07.14.15 Gallons Bed Design Summary Total Lineal Feet 500 Recommended Septic Tank Capacity: 1 Designer Recommended Capacity: 8/25/20Date: Soil Boring 2 Type of High Level Alarm: * Selection Required Trench Gravity Distribution Pressure Distribution-Level Registered Treatment Media:Drainfield Rock Bed At-GradeMound Drip Holding Tank Other Pressure Distribution-Unlevel OSTP Design Summary Worksheet ft2 ft ft ft ft ft ft Downslope Berm Width ft ft ft ft Contour Loading Rate gal/ft ft ft ft Contour Loading Rate gal/ft ft ft ft ft ft ft in in Min. Delivered Volume gal Maximum Delivered Volume gal Lateral 1 Lateral 2 Lateral 3 Lateral 4 Lateral 5 Lateral 6 5. A. 1. lbs BOD/day 2.Type of Pretreatment Unit Being Installed: 3.Calculate Soil Treatment System Organic Loading: BOD concentration after pretreatment ÷ Bottom Area = lbs/day/ft2 mg/L X 8.35 ÷ 1,000,000 ÷ ft2 =lbs/day/ft2 Comments/Special Design Considerations: I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. 10.038.0 08/25/20 Infiltrator EcoPod E50 380 0.000 380.0Absorption Bed Area 1.021.0 Berm Width (0-1%) Bed Width Clean Sand Lift 67.2 Spacing (in) 48 Upslope Berm Width Absorption Bed Length Downslope Berm Width 25 mg/L X 8.35 ÷ 1,000,000 = 1/4 113 Organic Loading to Pretreatment Unit = Design Flow X Estimated BOD in mg/L in the effluent X 8.35 ÷ 1,000,000 Perforation Spacing Minimum Delivered Volume Additional Info for Type IV/Pretreatment Design 3 Perforation Diameter3 (Designer) 2624 (Signature) 0.64450 Brian Koski 170 (License #) gal gal Maximum Delivered Volume gpd X 12.0 14.6 Mound Design Summary Bed Length Endslope Berm Width Absorption Width System Length 8.1 At-Grade Design Summary Upslope Berm Width Absorption Bed Width System Height System Width Pipe Size (in) Calculate the organic loading Pipe Length (ft) Total System Width 22.8 Non-Level and Unequal Pressure Distribution Summary Lateral Diameter Elevation (ft) No. of Perforated Laterals Perforation Size (in) Pipe Volume (gal/ft)Spacing (ft) 40.9 Level & Equal Pressure Distribution Summary (Date) 1.50 Total System Length Endslope Berm Width 1. SYSTEM SIZING:v 07.14.15 A.Design Flow: GPD B.Soil Loading Rate:GPD/ft2 C.Depth to Limiting Condition: ft D.Percent Land Slope: % E.Design Media Loading Rate:GPD/ft2 F.Mound Absorption Ratio: 2. DISPERSAL MEDIA SIZING A.Calculate Dispersal Bed Area: Design Flow ÷ Design Media Loading Rate = ft2 GPD/ft2 =ft2 ft2 B.Enter Dispersal Bed Width: ft Can not exceed 10 feet C.Calculate Contour Loading Rate: Bed Width X Design Media Loading Rate ft2 X GPD/ft 2 =gal/ft Can not exceed Table 1 D.Calculate Minimum Dispersal Bed Length: Dispersal Bed Area ÷ Bed Width = Bed Length ft2 ÷ ft = ft 3. ABSORPTION AREA SIZING A.Calculate Absorption Width: Bed Width X Mound Absorption Ratio = Absorption Width ft X = ft B.For slopes >1%, the Absorption Width is measured downhill from the upslope edge of the Bed. Calculate Downslope Absorption Width: Absorption Width - Bed Width ft - ft = ft 4. DISTRIBUTION MEDIA: ROCK A. ft X ft X ft = yd3 21.0 11.0 11 Media Volume: Media Depth X Length X Width 0.75 38.0 450 GPD ÷ OSTP Mound Design Worksheet >1% Slope 2.1 450 2.10 1.2 9.0 0.78 Project ID: 10.0 1.2 1.2 375 If a larger dispersal media area is desired, enter size: 380 12.0 380 10.0 38.0 10.0 10 2.1 21.010.0 *Systems with these values are not Type I systems. Contour Loading Rate (linear loading rate) is a recommended value. 10.0 285 ft3 ÷ 27 = 5. DISTRIBUTION MEDIA: REGISTERED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW A.Enter Dispersal Media: B.Enter the Component: Length: ft ft Depth: ft C.Number of Components per Row = Bed Length divided by Component Length (Round up) ft ÷ ft = components/row D.Actual Bed Length = Number of Components/row X Component Length: components X ft E.Number of Rows = Bed Width divided by Component Width (Round up) ft ÷ ft = rows Adjust width so this is an whole number. F.Total Number of Components = Number of Components per Row X Number of Rows X=components 6. MOUND SIZING A.Calculate Minimum Clean Sand Lift: 3 feet minus Depth to Limiting Condition = Clean Sand Lift 3.0 ft - ft = ft Design Sand Lift (optional): ft B.Calculate Upslope Height: Clean Sand Lift + media depth + cover (1 ft.) = Upslope Height ft + 0.8 ft + ft = ft C.Select Upslope Berm Multiplier (based on land slope): D. Calculate Upslope Berm Width: Multiplier X Upslope Mound Height = Upslope Berm Width ft X ft = ft E.Calculate Drop in Elevation Under Bed: Bed Width X Land Slope ÷ 100 = Drop (ft) ft X ft F.Calculate Downslope Mound Height: Upslope Height + Drop in Elevation = Downslope Height ft + ft = ft G.Select Downslope Berm Multiplier (based on land slope): H.Calculate Downslope Berm Width: Multiplier X Downslope Height = Downslope Berm Width xft =ft I.Calculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width + 4 feet ft + ft = ft J.Design Downslope Berm = greater of 4H and 4I: ft K.Select Endslope Berm Multiplier:(usually 3.0 or 4.0) L.Calculate Endslope Berm X Downslope Mound Height = Endslope Berm Width ft X ft = ft M.Calculate Mound Width: Upslope Berm Width + Bed Width + Downslope Berm Width ft + ft + ft = ft N.Calculate Mound Length: Endslope Berm Width + Bed Length + Endslope Berm Width ft + ft + ft = ft 14.6 4.00 8.1 4.00 10.0 22.86.25 14.638.0 8.1 40.922.8 10.0 0.90 6.25 % ÷ 100 = 4 67.2 3.7 14.6 15.0 22.8 1.0 9.0 2.94 2.8 2.1 3.7 2.8 2.94 1.0 11.0 0.902.8 3.7 1.0 ft = Width: 7. MOUND DIMENSIONS Comments: v 07.14.15 A.Calculate Bed (rock) Volume : Bed Length (2.C) X Bed Width (2.B) X Depth = Volume (ft3) ft X ft X 1.0 =ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: ft3 ÷ 27 =yd3 Add 20% for constructability: yd3 X 1.2 =yd3 B.Calculate Clean Sand Volume: Volume Under Rock bed : Average Sand Depth x Media Width x Media Length = cubic feet ft X ft X ft =ft3 For a Mound on a slope from 0-1% Volume from Length = ((Upslope Mound Height - 1) X Absorption Width Beyond Bed X Media Bed Length) ft - 1)X Xft= Volume from Width = ((Upslope Mound Height - 1) X Absorption Width Beyond Bed X Media Bed Width) ft - 1)X Xft= Total Clean Sand Volume : Volume from Length + Volume from Width + Volume Under Media ft3 + ft 3 + ft 3 = ft 3 For a Mound on a slope greater than 1% Upslope Volume : ((Upslope Mound Height - 1 ) x 3 x Bed Length ) ÷ 2 = cubic feet (( ft - 1) X ) ÷ 2 =ft3 Downslope Volume : ((Downslope Height - 1) x Downslope Absorption Width x Media Length ) ÷ 2 = cubic feet (( ft - 1) X ft X ) ÷ 2 =ft3 Endslope Volume : (Downslope Mound Height - 1) x 3 x Media Width = cubic feet ( ft - 1 ) X ft =ft3 Total Clean Sand Volume : Upslope Volume + Downslope Volume + Endslope Volume + Volume Under Media ft3 + ft 3 + ft 3 + ft 3 =ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: ft 3 ÷ 27 =yd3 Add 20% for constructability: yd3 X 1.2 =yd3 C.Calculate Sandy Berm Volume: Total Berm Volume (approx): ((Avg. Mound Height - 0.5 ft topsoil) x Mound Width x Mound Length) ÷ 2 = cubic feet (-)ft X ft X ) ÷ 2 =ft3 Total Mound Volume - Clean Sand volume -Rock Volume = cubic feet ft3 - ft 3 - ft 3 = ft 3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: ft 3 ÷ 27 =yd3 Add 20% for constructability: yd3 x 1.2 =yd3 D.Calculate Topsoil Material Volume: Total Mound Width X Total Mound Length X .5 ft ft X ft X 0.5 ft =ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: ft 3 ÷ 27 =yd3 Add 20% for constructability: yd3 x 1.2 =yd350.9 61.1 52.8 1374.2 50.9 3710.2 10.0 1189.1 553.9 99.838.0 14.1 1189.1 44.0 44.0 67.2 79.5 38.0 456.0 16.9 38.0 40.9 67.2 1374.2 Project ID: 79.3 95.2 3710.2 1189.1 2141.1 79.3 3.2 0.5 40.9 3.7 3.0 ft X 380.0 2141.1 456.0 3.7 11.0 1.2 10.0 99.8 553.9 79.5 2.8 3.0 ft X OSTP Mound Materials Worksheet 38.0 10.0 380.0 380.0 14.1 v 07.14.15 1. Media Bed Width:ft 2. Minimum Number of Laterals in system/zone = Rounded up number of [(Media Bed Width - 4) ÷ 3] + 1. (laterals 3. Designer Selected Number of Laterals :laterals Cannot be less than line 2 (accept in at-grades) 4. Select Perforation Spacing :ft 5. Select Perforation Diameter Size:in 0.25 6.Length of Laterals = Media Bed Length - 2 Feet. -2ft= ft Perforation can not be closer then 1 foot from edge. 7. Number of Perforation Spaces = ft ÷ ft = Spaces 8. Spaces + 1 =Perfs. Per Lateral 9. Perf. Per Lat. X Number of Perf. Lat. = Total Number of Perf. 10. Select Type of Manifold Connection (End or Center): 11.Select Lateral Diameter (See Table):in Does not apply to at-grades Perforations Per Lateral = Project ID: 3 1/4 10 3- 4 ) + 1 = 393 13 10 12336 Number of Perforations per Lateral is equal to 1.0 plus the Number of Perforation Spaces . Check table below to verify the number of perforations per lateral guarantees less than a 10% discharge variation. The value is double with a center manifold. 12 OSTP Pressure Distribution Design Worksheet Determine the Number of Perforation Spaces . Divide the Length of Laterals by the Perforation Spacing and round down to the nearest whole number. 38 36 3.0 13 Total Number of Perforations equals the Number of Perforations per Lateral multiplied by the Number of Perforated Laterals. 1.50 End Center OSTP Pressure Distribution Design Worksheet 12.Calculate the Square Feet per Perforation. Recommended value is 4-11 ft 2 per perforation. Does not apply to At-Grades a. Bed Area = Bed Width (ft) X Bed Length (ft) ft X ft =ft2 b.Square Foot per Perforation = Bed Area divided by the Total Number of Perforations . ft2 ÷ =ft2/perforations 13. Select Minimum Average Head :ft 14. Select Perforation Discharge (GPM) based on Table: GPM per Perforation 15. Perfs X GPM per Perforation = GPM 16.Volume of Liquid Per Foot of Distribution Piping (Table II): Gallons/ft 17.Volume of Distribution Piping = X ft X gal/ft = Gallons 18. Minimum Delivered Volume = Volume of Distribution Piping X 4 Gallons Comments/Special Design Considerations: 38 0.110 380 39 39 0.74 10 380 29 Determine required Flow Rate by multiplying the Total Number of Perfs. by the Perforation Discharge. 0.74 1.0 perforations 9.7 gals X 4 = = [Number of Perforated Laterals X Length of Laterals X (Volume of Liquid Per Foot of Distribution Piping] 11.9 3 47.5 36 0.110 11.9 1. PUMP CAPACITY Selection required 1. If pumping to gravity enter the gallon per minute of the pump: GPM (10 - 45 gpm) GPM 3. Enter pump description: A.ft B.ft C. D.in ft E. Friction Loss = F. ft X 1.25 = ft G. ft per 100ft X ft ÷ 100 = ft H. ft + ft + ft + ft = ft GPM (Line 1 or Line 2) with at least feet of total head. Project ID: OSTP Basic Pump Selection Design Worksheet Pumping to Gravity or Pressure Distribution: 29.0 ft (due to special equipment, etc.) Time Dosing Soil Treatment 1. Supply Pipe Diameter: 2. Supply Pipe Length: Elevation Difference 12 2. If pumping to a pressurized distribution system: 2. HEAD REQUIREMENTS 2.23 2.0 40 between pump and point of discharge: Distribution Head Loss: 5 Additional Head Loss: 50.0 1.1 Friction Loss in Plastic Pipe per 100ft from Table I: 2.23 ft per 100ft of pipe 40 50.0 Calculate Supply Friction Loss by multiplying Friction Loss Per 100ft (Line E) by the Equivalent Pipe Length (Line F) and divide by 100. Supply Friction Loss = Total Head requirement is the sum of the Elevation Difference (Line A), the Distribution Head Loss (Line B), Additional Head Loss (Line C), and the Supply Friction Loss (Line G ) 12.0 5.0 18.11.1 3. PUMP SELECTION A pump must be selected to deliver at least 29.0 18.1 Comments: Determine Equivalent Pipe Length from pump discharge to soil dispersal area discharge point. Estimate by adding 25% to supply pipe length for fitting loss. Supply Pipe Length (D.2) X 1.25 = Equivalent Pipe Length Gravity Pressure v 07.14.15 1. A.Design Flow (Design Sum.1A):GPD B. Min. required pump tank capacity: Gal C.Recommended pump tank capacity: Gal D. Pump tank description: MEASURED TANK CAPACITY (existing tanks): 2. A. Rectangle area = Length (L) X Width (W) ft X ft =ft2 B.Circle area = 3.14r2 (3.14 X radius X radius) 3.14 X 2 ft =ft2 C. ft2 X 7.5 gal/ft3 ÷ 12 in/ft =Gallons per inch D. Calculate Total Tank Volume Depth from bottom of inlet pipe to tank bottom :in Total Tank Volume = Depth from bottom of inlet pipe (Line 4.A) X Gallons/Inch (Line 2) in X Gallons Per Inch = Gallons MANUFACTURER'S SPECIFIED TANK CAPACITY (when available): 3. A. Tank Manufacturer: B. Tank Model: C. Capacity from manufacturer: Gallons D. Gallons per inch from manufacturer: Gallons per inch E. Liquid depth of tank from manufacturer: inches 4. (Pump and block height + 2 inches) X Gallons Per Inch (2C or 3E) (in +2 inches) X Gallons Per Inch =Gallons 5. - Line 17 of the Pressure Distribution or Line 11 of Non-level Gallons (minimum dose) 6. Calculate Maximum Pumpout Volume (25% of Design Flow) Design Flow: GPD X=Gallons (maximum dose) 7.Gallons 8.Calculate Doses Per Day = Design Flow ÷ Delivered Volume Doses 9. Calculate Drainback: A.Diameter of Supply Pipe = inches B. Length of Supply Pipe = feet C.Volume of Liquid Per Lineal Foot of Pipe = Gallons/ft D.Drainback = Length of Supply Pipe X Volume of Liquid Per Lineal Foot of Pipe ft X gal/ft = Gallons 10.Total Dosing Volume = Delivered Volume plus Drainback gal + gal = Gallons 11. Minimum Alarm Volume = Depth of alarm (2 or 3 inches) X gallons per inch of tank in X gal/in = Gallons Calculate Gallons Per Inch. Multiply the area from 1.A or 1.B, by 7.5 to determine the gallons per foot the tank holds and divide by 12 to calculate the gallons per inch. Project ID: DETERMINE TANK CAPACITY AND DIMENSIONS Time to Pressure 450 3 18.8 40 12 40 6.8 Brown Wilbert 450 85 0.170 0.25 450 500 2 92 85 113 48.0 6.8 5 85 0.170 Minimum Delivered Volume = 4 X Volume of Distribution Piping: 18.8 18.8 DETERMINE DOSING VOLUME gal = 2250 - 3 compartment Calculate Volume to Cover Pump (The inlet of the pump must be at least 4-inches from the bottom of the pump tank & 2 inches of water covering the pump is recommended) OSTP Pump Tank Design Worksheet 757 18.8 263 Select a pumpout volume that meets both Minimum and Maximum: gpd ÷ 757 48 56.4 Note: Design calculations are based on this specific tank. Substituting a different tank model will change the pump float or timer settings. Contact designer if changes are necessary. Width Length Radius OSTP Pump Tank Design Worksheet TIMER or DEMAND FLOAT SETTINGS Select Timer or Demand Dosing: A. Timer Settings 12. Required Flow Rate : A. From Design (Line 12 of Pressure, Line 10 of Non-Level or Line 6 of Pump*): GPM B. Or calculated: GPM = Change in Depth (in) x Gallons Per Inch / Time Interval in Minutes min = GPM 13. Flow Rate from Line 12.A or 12.B above.GPM 14. Calculate TIMER ON setting: Total Dosing Volume/GPM Minutes ON 15. Calculate TIMER OFF setting: Minutes Per Day (1440)/Doses Per Day - Minutes On ÷ doses/day - min =Minutes OFF 16. Pump Off Float - Measuring from bottom of tank: Distance to set Pump Off Float=Gallons to Cover Pump / Gallons Per Inch: gal ÷ Inches 17. Alarm Float - Measuring from bottom of tank: Distance to set Alarm Float = Tank Depth(4A) X 90% of Tank Depth in B. DEMAND DOSE FLOAT SETTINGS 18. Calculate Float Separation Distance using Dosing Volume . Total Dosing Volume /Gallons Per Inch Inches 19.Measuring from bottom of tank: A.Distance to set Pump Off Float = Pump + block height + 2 inches in + in = Inches B. in + in = Inches C.Distance to set Alarm Float = Distance to set Pump-On Float + Alarm Depth (2-3 inches) in + in = Inches Inches for Dose: in in 43.2 in Pump On in Gal Pump Off in Pump Off 14.0 in Gal Gal DEMAND DOSING in X 0.90 = 5 18.8 18.8 43.2 92 402 gal ÷ 29 92 1440 min 29.0 3.2 48 gal/in = 29 3.2 263 TIMED DOSING Distance to set Pump On Float=Distance to Set Pump-Off Float + Float Separation Distance 14.0 Alarm DepthAlarm Depth *Note: This value must be adjusted after installation based on pump calibration. gal/in ÷in X gpm =gal ÷ gal/in = 284.8 FLOAT SETTINGS 263.2 Timer Demand Dose Ve g e t a t i o n Da t e Sh a p e G r a d e 0" - 2 8 " L o a m 1 0 Y R 2 / 1 G r a n u l a r S t r o n g 28 " - 3 0 " C l a y L o a m 10 Y R 3 / 2 Bl o c k y S t r o n g 30 " - 3 4 " C l a y L o a m 10 Y R 3 / 4 1 0 Y R 5 / 8 Co n c e n t r a t i o n s , de p le t i o n s S2 B l o c k y S t r o n g 0" - 1 8 " L o a m 1 0 Y R 2 / 1 G r a n u l a r S t r o n g 18 " - 2 3 " L o a m 1 0 Y R 2 / 2 B l o c k y S t r o n g 23 " - 2 5 " C l a y L o a m 1 0 Y R 3 / 2 B l o c k y S t r o n g 25 " - 2 8 " C l a y L o a m 10 Y R 3 / 4 1 0 Y R 5 / 8 C on c e n t ra ti on s , de p l e t i o n s S2 B l o c k y S t r o n g 0" - 1 8 " L o a m 1 0 Y R 2 / 1 G r a n u l a r S t r o n g 18 " - 2 3 " L o a m 10 Y R 2 / 2 Bl o c k y S t r o n g 23 " - 2 8 " C l a y L o a m 10 Y R 3 / 2 Bl o c k y S t r o n g 28 " - 3 0 " C l a y L o a m 10 Y R 3 / 2 1 0 Y R 5 / 8 C on c e n t ra ti on s , de p l e t i o n s S2 B l o c k y S t r o n g Co m m e n t s I h e r e b y c e r t i f y t h a t I h a v e c o m p l e t e d t h i s w o r k i n ac c o r d a n c e w i t h a l l a p p l i c a b l e o r d i n a n c e s , r u l e s a n d l a w s . (L i c e n s e # ) Friable Friable Friable Ob s e r v a t i o n # / L o c a t i o n : S o i l B o r i n g 3 O b s e r v a t i o n T y p e : A u g e r Friable Friable Ob s e r v a t i o n # / L o c a t i o n : S o i l B o r i n g 2 O b s e r v a t i o n T y p e : A u g e r Pr o p e r t y O w n e r El l e n F o r c i e r Pr o p e r t y A d d r e s s 47 8 0 N o r t h A r m D r i v e O r o n o , M N Ob s e r v a t i o n # / L o c a t i o n : So i l O b s e r v a t i o n L o g So i l p a r e n t m a t e r i a l ( s ) : ( C h e c k a l l t h a t a p p l y ) W o o d e d We a t h e r C o n d i t i o n s / T i m e o f D a y : Su n n y - A M 0 5 / 0 4 / 2 0 S o i l s u r v e y m a p u n i t s L4 1 C 2 a n d L 4 1 D 2 La n d s c a p e P o s i t i o n : ( c h e c k o n e ) So i l B o r i n g 1 Ob s e r v a t i o n T y p e : Auger De p t h ( i n ) T e x t u r e Ro c k Fr a g . % Ma t r i x C o l o r ( s ) M o t t l e C o l o r ( s ) R e d o x K i n d ( s ) FriableFriableFriable In d i c a t o r ( s ) I- - - - - - - - S t r u c t u r e - - - - - - - - - - - I Consistence Friable (D e s i g n e r / I n s p e c t o r ) (S i g n a t u r e ) (Date)Friable Me l i s s a B e s s e r 26 2 4 Friable Ou t w a s h La c u s t r i n e Lo e s s Ti l l Al l u v i u m Be d r o c k Organic Matter Su m m i t Sh o u l d e r Ba c k / S i d e S l o p e Fo o t S l o p e To e S l o p e 5/4/20 Hennepin County, Minnesota L41C2—Lester-Kilkenny complex, 6 to 10 percent slopes, moderately eroded Map Unit Setting National map unit symbol: 2vvgd Elevation: 690 to 1,840 feet Mean annual precipitation: 24 to 37 inches Mean annual air temperature: 43 to 52 degrees F Frost-free period: 140 to 180 days Farmland classification: Farmland of statewide importance Map Unit Composition Lester, moderately eroded, and similar soils: 50 percent Kilkenny, moderately eroded, and similar soils: 35 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Lester, Moderately Eroded Setting Landform: Hillslopes, ground moraines Landform position (two-dimensional): Summit, backslope, shoulder Landform position (three-dimensional): Interfluve, rise Down-slope shape: Convex Across-slope shape: Convex, linear Parent material: Fine-loamy till Typical profile Ap - 0 to 6 inches: loam Bt - 6 to 38 inches: clay loam C - 38 to 79 inches: loam Properties and qualities Slope: 6 to 10 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.20 to 2.00 in/hr) Depth to water table: About 47 to 63 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 20 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 10.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Map Unit Description: Lester-Kilkenny complex, 6 to 10 percent slopes, moderately eroded--- Hennepin County, Minnesota Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/26/2020 Page 1 of 3 Hydrologic Soil Group: C Ecological site: Loamy Upland Forests (F103XY025MN) Forage suitability group: Sloping Upland, Acid (G103XS006MN) Hydric soil rating: No Description of Kilkenny, Moderately Eroded Setting Landform: Ground moraines, lake plains Landform position (two-dimensional): Shoulder, summit, backslope Landform position (three-dimensional): Rise Down-slope shape: Convex Across-slope shape: Linear Parent material: Glaciolacustrine deposits over till Typical profile Ap - 0 to 7 inches: clay loam Bt - 7 to 47 inches: clay loam 2C - 47 to 79 inches: loam Properties and qualities Slope: 6 to 10 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Moderately well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 2.00 in/hr) Depth to water table: About 20 to 47 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 20 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 10.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: D Ecological site: Clayey Upland Forests (F103XY026MN) Forage suitability group: Sloping Upland, Acid (G103XS006MN) Hydric soil rating: No Minor Components Terril Percent of map unit: 10 percent Landform: Ground moraines Landform position (two-dimensional): Footslope, toeslope Landform position (three-dimensional): Dip Down-slope shape: Concave Across-slope shape: Linear Ecological site: Footslope/Drainageway Forests (F103XY029MN) Hydric soil rating: No Map Unit Description: Lester-Kilkenny complex, 6 to 10 percent slopes, moderately eroded--- Hennepin County, Minnesota Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/26/2020 Page 2 of 3 Hamel Percent of map unit: 5 percent Landform: Ground moraines Landform position (three-dimensional): Dip Down-slope shape: Concave, linear Across-slope shape: Linear, concave Ecological site: Wet Footslope/Drainageway Forests (F103XY030MN) Hydric soil rating: Yes Data Source Information Soil Survey Area: Hennepin County, Minnesota Survey Area Data: Version 15, Sep 16, 2019 Map Unit Description: Lester-Kilkenny complex, 6 to 10 percent slopes, moderately eroded--- Hennepin County, Minnesota Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/26/2020 Page 3 of 3 Hennepin County, Minnesota L41D2—Lester-Kilkenny complex, 10 to 16 percent slopes, moderately eroded Map Unit Setting National map unit symbol: 2vvgf Elevation: 690 to 1,840 feet Mean annual precipitation: 24 to 37 inches Mean annual air temperature: 43 to 52 degrees F Frost-free period: 140 to 180 days Farmland classification: Not prime farmland Map Unit Composition Lester, moderately eroded, and similar soils: 50 percent Kilkenny, moderately eroded, and similar soils: 35 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Lester, Moderately Eroded Setting Landform: Ground moraines, hillslopes Landform position (two-dimensional): Backslope, summit, shoulder Landform position (three-dimensional): Nose slope, rise Down-slope shape: Convex Across-slope shape: Linear, convex Parent material: Fine-loamy till Typical profile Ap - 0 to 6 inches: loam Bt - 6 to 38 inches: clay loam C - 38 to 79 inches: loam Properties and qualities Slope: 10 to 16 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.20 to 2.00 in/hr) Depth to water table: About 55 to 71 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 20 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 10.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Map Unit Description: Lester-Kilkenny complex, 10 to 16 percent slopes, moderately eroded--- Hennepin County, Minnesota Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/26/2020 Page 1 of 3 Hydrologic Soil Group: C Ecological site: Loamy Upland Forests (F103XY025MN) Forage suitability group: Sloping Upland, Acid (G103XS006MN) Hydric soil rating: No Description of Kilkenny, Moderately Eroded Setting Landform: Ground moraines, lake plains Landform position (two-dimensional): Summit, backslope, shoulder Landform position (three-dimensional): Rise Down-slope shape: Convex Across-slope shape: Linear Parent material: Glaciolacustrine deposits over till Typical profile Ap - 0 to 7 inches: clay loam Bt - 7 to 47 inches: clay loam 2C - 47 to 79 inches: loam Properties and qualities Slope: 10 to 16 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 2.00 in/hr) Depth to water table: About 55 to 71 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 20 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 10.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: C Ecological site: Clayey Upland Forests (F103XY026MN) Forage suitability group: Sloping; Fine Texture (G103XS023MN) Hydric soil rating: No Minor Components Terril Percent of map unit: 10 percent Landform: Ground moraines Landform position (two-dimensional): Footslope, toeslope Landform position (three-dimensional): Dip Down-slope shape: Concave Across-slope shape: Linear Ecological site: Footslope/Drainageway Forests (F103XY029MN) Hydric soil rating: No Map Unit Description: Lester-Kilkenny complex, 10 to 16 percent slopes, moderately eroded--- Hennepin County, Minnesota Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/26/2020 Page 2 of 3 Hamel Percent of map unit: 5 percent Landform: Ground moraines Landform position (three-dimensional): Dip Down-slope shape: Concave, linear Across-slope shape: Linear, concave Ecological site: Wet Footslope/Drainageway Forests (F103XY030MN) Hydric soil rating: Yes Data Source Information Soil Survey Area: Hennepin County, Minnesota Survey Area Data: Version 15, Sep 16, 2019 Map Unit Description: Lester-Kilkenny complex, 10 to 16 percent slopes, moderately eroded--- Hennepin County, Minnesota Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/26/2020 Page 3 of 3 Soil Map—Hennepin County, Minnesota Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/26/2020 Page 1 of 3 49 7 9 9 5 0 49 7 9 9 6 0 49 7 9 9 7 0 49 7 9 9 8 0 49 7 9 9 9 0 49 8 0 0 0 0 49 8 0 0 1 0 49 8 0 0 2 0 49 8 0 0 3 0 49 8 0 0 4 0 49 8 0 0 5 0 49 8 0 0 6 0 49 8 0 0 7 0 49 8 0 0 8 0 49 7 9 9 5 0 49 7 9 9 6 0 49 7 9 9 7 0 49 7 9 9 8 0 49 7 9 9 9 0 49 8 0 0 0 0 49 8 0 0 1 0 49 8 0 0 2 0 49 8 0 0 3 0 49 8 0 0 4 0 49 8 0 0 5 0 49 8 0 0 6 0 49 8 0 0 7 0 49 8 0 0 8 0 449100 449110 449120 449130 449140 449150 449160 449170 449180 449190 449200 449100 449110 449120 449130 449140 449150 449160 449170 449180 449190 449200 44° 58' 20'' N 93 ° 3 8 ' 4 4 ' ' W 44° 58' 20'' N 93 ° 3 8 ' 3 9 ' ' W 44° 58' 15'' N 93 ° 3 8 ' 4 4 ' ' W 44° 58' 15'' N 93 ° 3 8 ' 3 9 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 15N WGS84 0 30 60 120 180 Feet 0 10 20 40 60 Meters Map Scale: 1:705 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:12,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Hennepin County, Minnesota Survey Area Data: Version 15, Sep 16, 2019 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 19, 2019—Aug 29, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Hennepin County, Minnesota Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/26/2020 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI L36A Hamel, overwash-Hamel complex, 0 to 3 percent slopes 0.7 30.6% L41C2 Lester-Kilkenny complex, 6 to 10 percent slopes, moderately eroded 0.4 18.0% L41D2 Lester-Kilkenny complex, 10 to 16 percent slopes, moderately eroded 1.0 42.1% L49A Klossner soils, depressional, 0 to 1 percent slopes 0.2 9.3% Totals for Area of Interest 2.3 100.0% Soil Map—Hennepin County, Minnesota Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/26/2020 Page 3 of 3 - 1 - Septic System Management Plan for Above Grade Systems The goal of a septic system is to protect human health and the environment by properly treating wastewater before returning it to the environment. Your septic system is designed to kill harmful organisms and remove pollutants before the water is recycled back into our lakes, streams and groundwater. This management plan will identify the operation and maintenance activities necessary to ensure long- term performance of your septic system. Some of these activities must be performed by you, the homeowner. Other tasks must be performed by a licensed septic maintainer or service provider. However, it is YOUR responsibility to make sure all tasks get accomplished in a timely manner. The University of Minnesota’s Septic System Owner’s Guide contains additional tips and recommendations designed to extend the effective life of your system and save you money over time. Proper septic system design, installation, operation and maintenance means safe and clean water! Property Owner Email Property Address Property ID System Designer Contact Info System Installer Contact Info Service Provider/Maintainer Contact Info Permitting Authority Contact Info Permit # Date Inspected Keep this Management Plan with your Septic System Owner’s Guide. The Septic System Owner’s Guide includes a folder to hold maintenance records including pumping, inspection and evaluation reports. Ask your septic professional to also: • Attach permit information, designer drawings and as-built of your system, if they are available. • Keep copies of all pumping records and other maintenance and repair invoices with this document. • Review this document with your maintenance professional at each visit; discuss any changes in product use, activities, or water-use appliances. For a copy of the Septic System Owner’s Guide, visit www.bookstores.umn.edu and search for the word “septic” or call 800-322-8642. For more information see http://septic.umn.edu Version: August 2015 Septic System Management Plan for Above Grade Systems - 2 - Your Septic System Septic System Specifics System Type: I II III IV* V* (Based on MN Rules Chapter 7080.2200 – 2400) *Additional Management Plan required  System is subject to operating permit*  System uses UV disinfection unit* Type of advanced treatment unit ______________ Dwelling Type Well Construction Number of bedrooms: ______________________ System capacity/ design flow (gpd): __________ Anticipated average daily flow (gpd): __________ Comments________________________________ Business? : Y N What type? _______________ Well depth (ft): __________________________  Cased well Casing depth: ___________  Other (specify): ___________________ Distance from septic (ft):____________________ Is the well on the design drawing? Y N Septic Tank  First tank Tank volume: ________ gallons Does tank have two compartments? Y N  Second tank Tank volume: ________ gallons  Tank is constructed of __________________  Effluent screen: Y N Alarm Y N  Pump Tank _________ gallons  Effluent Pump make/model:_______________ Pump capacity ___________ GPM TDH _________ Feet of head  Alarm location _________________________ Soil Treatment Area (STA) Mound/At-Grade area (width x length):____ ft x ____ ft Rock bed size (width x length): _____ ft x _____ ft Location of additional STA: _______________________ Type of distribution media: _______________________  Inspection ports  Cleanouts  Surface water diversions  Additional STA not available Septic System Management Plan for Above Grade Systems - 3 - Homeowner Management Tasks These operation and maintenance activities are your responsibility. Chart on page 6 can help track your activities. Your toilet is not a garbage can. Do not flush anything besides human waste and toilet paper. No wet wipes, cigarette butts, disposal diapers, used medicine, feminine products or other trash! The system and septic tanks needs to be checked every _____ months Your service provider or pumper/maintainer should evaluate if your tank needs to be pumped more or less often. Seasonally or several times per year • Leaks. Check (listen, look) for leaks in toilets and dripping faucets. Repair leaks promptly. • Soil treatment area. Regularly check for wet or spongy soil around your soil treatment area. If surfaced sewage or strong odors are not corrected by pumping the tank or fixing broken caps and leaks, call your service professional. Untreated sewage may make humans and animals sick. Keep bikes, snowmobiles and other traffic off and control borrowing animals. • Alarms. Alarms signal when there is a problem; contact your service professional any time the alarm signals. • Lint filter. If you have a lint filter, check for lint buildup and clean when necessary. If you do not have one, consider adding one after washing machine. • Effluent screen. If you do not have one, consider having one installed the next time the tank is cleaned along with an alarm. Annually • Water usage rate. A water meter or another device can be used to monitor your average daily water use. Compare your water usage rate to the design flow of your system (listed on the next page). Contact your septic professional if your average daily flow over the course of a month exceeds 70% of the design flow for your system. • Caps. Make sure that all caps and lids are intact and in place. Inspect for damaged caps at least every fall. Fix or replace damaged caps before winter to help prevent freezing issues. • Water conditioning devices. See Page 5 for a list of devices. When possible, program the recharge frequency based on water demand (gallons) rather than time (days). Recharging too frequently may negatively impact your septic system. Consider updating to demand operation if your system currently uses time, • Review your water usage rate. Review the Water Use Appliance chart on Page 5. Discuss any major changes with your service provider or pumper/maintainer. During each visit by a service provider or pumper/maintainer • Make sure that your service professional services the tank through the manhole. (NOT though a 4” or 6” diameter inspection port.) • Ask how full your tank was with sludge and scum to determine if your service interval is appropriate. • Ask your pumper/maintainer to accomplish the tasks listed on the Professional Tasks on Page 4. Septic System Management Plan for Above Grade Systems - 4 - Professional Management Tasks These are the operation and maintenance activities that a pumper/maintainer performs to help ensure long- term performance of your system. At each visit a written report/record must be provided to homeowner. Plumbing/Source of Wastewater • Review the Water Use Appliance Chart on Page 5 with homeowner. Discuss any changes in water use and the impact those changes may have on the septic system. • Review water usage rates (if available) with homeowner. Septic Tank/Pump Tanks • Manhole lid. A riser is recommended if the lid is not accessible from the ground surface. Insulate the riser cover for frost protection. • Liquid level. Check to make sure the tank is not leaking. The liquid level should be level with the bottom of the outlet pipe. (If the water level is below the bottom of the outlet pipe, the tank may not be watertight. If the water level is higher than the bottom of the outlet pipe of the tank, the effluent screen may need cleaning, or there may be ponding in the soil treatment area.) • Inspection pipes. Replace damaged or missing pipes and caps. • Baffles. Check to make sure they are in place and attached, and that inlet/outlet baffles are clear of buildup or obstructions. • Effluent screen. Check to make sure it is in place; clean per manufacturer recommendation. Recommend retrofitted installation if one is not present. • Alarm. Verify that the alarm works. • Scum and sludge. Measure scum and sludge in each compartment of each septic and pump tank, pump if needed. Pump • Pump and controls. Check to make sure the pump and controls are operating correctly. • Pump vault. Check to make sure it is in place; clean per manufacturer recommendations. • Alarm. Verify that the alarm works. • Drainback. Check to make sure it is draining properly. • Event counter or elapsed time meter. Check to see if there is an event counter or elapsed time meter for the pump. If there is one or both, calculate the water usage rate and compare to the anticipated use listed on Design and Page 2. Dose Volume: __________ gallons: Pump run time: _________ Minutes Soil Treatment Area • Inspection pipes. Check to make sure they are properly capped. Replace caps and pipes that are damaged. • Surfacing of effluent. Check for surfacing effluent or other signs of problems. • Lateral flushing. Check lateral distribution; if cleanouts exist, flush and clean at recommended frequency. • Vegetation - Check to see that a good growth of vegetation is covering the system. All other components – evaluate as listed here: ____________________________________________ ____________________________________________________________________________________ Septic System Management Plan for Above Grade Systems - 5 - Water-Use Appliances and Equipment in the Home Appliance Impacts on System Management Tips Garbage disposal • Uses additional water. • Adds solids to the tank. • Finely-ground solids may not settle. Unsettled solids can exit the tank and enter the soil treatment area. • Use of a garbage disposal is not recommended. • Minimize garbage disposal use. Compost instead. • To prevent solids from exiting the tank, have your tank pumped more frequently. • Add an effluent screen to your tank. Washing machine • Washing several loads on one day uses a lot of water and may overload your system. • Overloading your system may prevent solids from settling out in the tank. Unsettled solids can exit the tank and enter the soil treatment area. • Choose a front-loader or water-saving top-loader, these units use less water than older models. • Limit the addition of extra solids to your tank by using liquid or easily biodegradable detergents. Limit use of bleach-based detergents and fabric softeners. • Install a lint filter after the washer and an effluent screen to your tank • Wash only full loads and think even – spread your laundry loads throughout the week. Dishwasher • Powdered and/or high-phosphorus detergents can negatively impact the performance of your tank and soil treatment area. • New models promote “no scraping”. They have a garbage disposal inside. • Use gel detergents. Powdered detergents may add solids to the tank. • Use detergents that are low or no-phosphorus. • Wash only full loads. • Scrape your dishes anyways to keep undigested solids out of your septic system. Grinder pump (in home) • Finely-ground solids may not settle. Unsettled solids can exit the tank and enter the soil treatment area. • Expand septic tank capacity by a factor of 1.5. • Include pump monitoring in your maintenance schedule to ensure that it is working properly. • Add an effluent screen. Large bathtub (whirlpool) • Large volume of water may overload your system. • Heavy use of bath oils and soaps can impact biological activity in your tank and soil treatment area. • Avoid using other water-use appliances at the same time. For example, don’t wash clothes and take a bath at the same time. • Use oils, soaps, and cleaners in the bath or shower sparingly. Clean Water Uses Impacts on System Management Tips High-efficiency furnace • Drip may result in frozen pipes during cold weather. • Re-route water directly out of the house. Do not route furnace discharge to your septic system. Water softener Iron filter Reverse osmosis • Salt in recharge water may affect system performance. • Recharge water may hydraulically overload the system. • These sources produce water that is not sewage and should not go into your septic system. • Reroute water from these sources to another outlet, such as a dry well, draintile or old drainfield. • When replacing, consider using a demand-based recharge vs. a time-based recharge. • Check valves to ensure proper operation; have unit serviced per manufacturer directions Surface drainage Footing drains • Water from these sources will overload the system and is prohibited from entering septic system. Septic System Management Plan for Above Grade Systems - 6 - Homeowner Maintenance Log Track maintenance activities here for easy reference. See list of management tasks on pages 3 and 4. Activity Date accomplished Check frequently: Leaks: check for plumbing leaks* Soil treatment area check for surfacing** Lint filter: check, clean if needed* Effluent screen (if owner-maintained)*** Alarm** Check annually: Water usage rate (maximum gpd _____) Caps: inspect, replace if needed Water use appliances – review use Other: *Monthly **Quarterly ***Bi-Annually Notes: ________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ “As the owner of this SSTS, I understand it is my responsibility to properly operate and maintain the sewage treatment system on this property, utilizing the Management Plan. If requirements in this Management Plan are not met, I will promptly notify the permitting authority and take necessary corrective actions. If I have a new system, I agree to adequately protect the reserve area for future use as a soil treatment system.” Property Owner Signature: Date Management Plan Prepared By: Certification # Permitting Authority: ©2015 Regents of the University of Minnesota. All rights reserved. The University of Minnesota is an equal opportunity educator and employer. This material is available in alternative formats upon request. Contact the Water Resources Center, 612-624-9282. The Onsite Sewage Treatment Program is delivered by the University of Minnesota Extension Service and the University of Minnesota Water Resources Center.     ©2010 Regents of the University of Minnesota. All rights reserved. The University of Minnesota is an equal opportunity educator and employer.  This publication/material is available in alternative formats upon request. Direct requests to OSTP at 800‐322‐8642 or septic@umn.edu.  Last Update: 10/26/2010  Onsite Sewage Treatment Program Septic System Management Plan Delta Environmental Products Ecopod Fixed Film Aerobic Treatment Unit   This Management Plan identifies some basic requirements for proper operation and maintenance of the ECOPOD wastewater treatment device for residential use. Refer to the manufacturer’s Operation and Maintenance Manual for ECOPOD wastewater treatment products for detailed instructions on proper system operation and maintenance. Refer to your soil treatment system management plan (below or above-grade) for additional management requirements. The ECOPOD Manual, submitted by the manufacturer (Delta Environmental Products) as part of the registration of this product in Minnesota, can be found at the Minnesota Pollution Control Agency’s website http://www.pca.state.mn.us/programs/ists/productregistration.html. SYSTEM COMPONENT TASK FREQUENCY RESPONSIBLE PARTY ECOPOD Wastewater Treatment Device Monitor alarm On-going Homeowner Keep vents on blower housing clear of obstruction On-going Homeowner Check and clean air filter on the air pump Every three months Homeowner or Service Provider Monitor flow Every six months Service Provider Check mechanical and electrical components Every six months Service Provider Perform operational field tests on influent/effluent quality including odor, color, turbidity, temperature, dissolved oxygen and pH as appropriate Every six months Service Provider Sample effluent as required in the local Operating Permit See Operating Permit* Service Provider Check sludge level in all sewage tanks; follow manufacturers recommendations for solids removal Every six months Service Provider & Maintainer For seasonal use, follow manufacturers guidelines As required based on seasonal usage Service Provider     ©2010 Regents of the University of Minnesota. All rights reserved. The University of Minnesota is an equal opportunity educator and employer.  This publication/material is available in alternative formats upon request. Direct requests to OSTP at 800‐322‐8642 or septic@umn.edu.  Last Update: 10/26/2010  * Systems designed to meet treatment level A or B with UV disinfection must collect effluent sample for fecal coliform annually at a minimum. At the time of each service visit, Form 7-2: Aerobic Treatment Unit should be completed. See http://www.onsiteconsortium.org/omspchecklists.html Items not permitted in the ECOPOD wastewater systems are specified in the ECOPOD Manual for Minnesota. Sampling requirements may be specified in local operating permits. The protocol for collection of wastewater samples is specified in the ECOPOD Manual for Minnesota. FIXED FILM WASTEWATER TREATMENT SYSTEM Delta Treatment Systems is a wholly owned subsidiary of Infiltrator Water Technologies, LLC Delta Treatment Systems 9125 Comar Drive Walker, LA 70785 (225) 665-6162 (800) 219-9183 www.deltatreatment.com info@deltatreatment.com July 2019 INSTALLATION, OPERATION AND MAINTENANCE MANUAL ™ECOPOD-N ECOPOD-NSeries Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com2 DISTRIBUTOR AND HOMEOWNER NOTES TABLE OF CONTENTS HOMEOWNER RECORDS S/N: DATE OF INSTALLATION: INSTALLED BY: DISTRIBUTOR: NOTE: To the installer: Please make sure you provide this manual to the owner of the equip ment or to the responsible party who maintains the system. 1. The Delta Treatment Systems Model E50N has been tested by NSF International and conforms to NSF/ANSI 40 & 245, class 1 effluent requirements. All other E series models are certified based on provisions in the standard for certification of a series of plants of the same model varying only in rated treatment capacity and materials of construction. 2. State and/or local regulations govern the installation and use of individual Aerobic Wastewater Treatment Systems and must be complied with. Consult your local Sanitarian/Regulatory Agency prior to installation. This booklet provides operations, installation and warranty information on the TREATMENT PLANT ONLY. Other components manuals, such as dosing equipment or drip irrigation, require additional operations and carry separate warranties. Be sure that you have all of the correct manuals for each of the component pieces in your system. Contact your installer or call 1-800-219-9183. Distributor and Homeowner Notes .................................................................................................................................................2 ECOPOD-N® Treatment Systems Notice ........................................................................................................................................3 Introduction ........................................................................................................................................................................................4 Installation Instructions ....................................................................................................................................................................8 Troubleshooting Guide....................................................................................................................................................................10 ECOPOD-N Unit Specifications .....................................................................................................................................................12 Data Plates .......................................................................................................................................................................................21 Service Policy ...................................................................................................................................................................................22 Homeowners Manual ......................................................................................................................................................................23 Warranty ...........................................................................................................................................................................................26 Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com 3 ECOPOD-N® TREATMENT SYSTEMS NOTICE Post in a Service/Utility Area ECOPOD-N® TREATMENT SYSTEMS NOTICE This home is served by an Individual Wastewater Treatment System. This system will serve you well only if it is properly maintained. Your system is comprised of: Your system is located: Please do not build on, fill over, allow heavy traffic or allow water to stand over this area. Avoid using strong chemicals, sanitizers, cleaning fluids, etc., which will kill helpful bacteria in the system. You should also avoid flushing grease, food scraps, cigarette butts, sanitary napkins, and other inorganic waste down the drain. You should have your system serviced (pumped out) every 3 to 5 years, depending on usage. Your service technician can advise you if you need more frequent or additional service. To have your system serviced, or for additional information, contact Delta Treatment Systems at (800) 219-9183. All of the details regarding system operation can be found in the homeowner’s manual on pages 24-26 of this Installation, Operation and Maintenance Manual. If you did not receive a copy, call (800) 219-9183 and we will send you one at no charge. Keep a Record of Service Below: DATE SERVICE PERFORMED SERVICE TECHNICIAN Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com4 INTRODUCTION THE DELTA AEROBIC WASTEWATER TREATMENT SYSTEM AND HOW IT WORKS The ECOPOD-N Fixed Film Wastewater Treatment System you have purchased produces high quality water suitable for various dispersal methods. It is used to enhance your on- site wastewater dispersal system. You can be proud that by purchasing your ECOPOD-N system, with a minimum amount of maintenance, you can directly contribute to a cleaner, safer environment. All wastewater treatment systems of this type work by using bacteria that nature provides. By pumping air into the system, aerobic bacteria grow and thrive in large numbers. This population of bacteria speeds up the process of breaking down domestic wastewater, making it safer to release into the environment. This entire process takes place within the walls of your specially designed ECOPOD-N Treatment System. The result of this process is a clear, odorless discharge. By following a few simple steps that you will find in this manual, your ECOPOD-N Fixed Film Wastewater Treatment System will provide you with years of service and the knowledge that you are doing your part to protect public health and our groundwater, lakes, rivers, and streams. The ECOPOD-N Fixed Film Wastewater Treatment System may be only one of several components required by your health department to provide a complete on-site system. PROCESS DESCRIPTION The ECOPOD-N Fixed Film Wastewater Treatment System is a device that houses an engineered plastic media specifically designed to treat domestic wastewater. There are no moving mechanical parts or filters in the chamber or tank that houses the ECOPOD-N. Wastewater first enters a pretreatment/settling tank similar to a conventional septic tank. In this tank, debris and settleable solids settle to the bottom and are decomposed by anaerobic bacteria. The clarified wastewater then enters the ECOPOD-N, which is submerged in a separate chamber or tank, where it is introduced into an oxygen rich environment. An external air compressor is connected to the ECOPOD-N and provides the necessary air to the system. In this oxygen rich environment, a colony of bacteria, called the biomass, develops and is capable of digesting (breaking down) biodegradable waste. This is a continuous process as the biomass is supplied with incoming wastewater and oxygen. In this system, conditions are favorable only to attached growth bacteria. This means that the most common disadvantages of other types of systems are eliminated. No rising sludge, floating sludge or washouts can occur. In addition to cBOD and TSS reduction, ammonia nitrogen is one of the contaminants found in wastewater. Nitrification of the ammonia and denitrification of nitrates occur within the ECOPOD-N system. A 50%+ removal rate of total nitrogen is common without any type of recirculation or cycling of the blower. HOMEOWNER CARE AND OPERATION INSTRUCTIONS The ECOPOD-N Fixed Film Wastewater Treatment System has been designed and built to provide long term, reliable and efficient service. Once the unit has been installed (see installation instructions), the unit will operate with a minimum amount of attention. Please reference the system’s Data Plates that are located on the air pump and the alarm panel in the event that a problem arises or service is required. The following should be performed as checks for system functioning: Daily • Observe the warning device, which comes on when the power to the air pump has been interrupted, when the air supply system has malfunctioned, or there is a high water level in the treatment plant. If the alarm is activated, check for a blown fuse or thrown circuit breaker. Check the air pump to be sure it is operating. Once accustomed to the soft humming sound of a properly operating unit, any unusual noise is an indication of malfunction. If an unusual noise is detected or total failure is observed, call an authorized Delta service provider or dealer/ distributor. Weekly • Check the treatment plant for offensive odor. If such a condition should develop, call an authorized Delta service provider or dealer/distributor. Every 6 Months (performed by a certified service provider) • Inspect and make any necessary adjustments to mechanical and electrical components. • Inspect the air filter on the air pump. Rinse with warm water if necessary. (See installation instructions.) Do not use oil or other solvents. • Inspect effluent quality’s color, turbidity and check for any odor. • Take a sample from the reactor tank to check the sludge level described in the “Solids Removal” section. • The homeowner must be notified in writing if any improper operation is observed and cannot be corrected at the time of service. Ongoing Maintenance and Care The following should not be used or disposed of into the system: • Greases, fats, oils, pesticides, herbicides, or any other toxins. • Garbage disposal should be used sparingly. Dispose of food waste, grease, etc., in the trash. Food waste represents additional loading on the Fixed Film Wastewater Treatment System and could increase pump-out frequency. Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com 5 INTRODUCTION Do not discard the following into the system: • Paints, household chemicals, automobile fluids, mop water, etc. • Nonbiodegradable items such as cleaning wipes, cigarette butts, disposable diapers, feminine hygiene products, condoms, coffee grounds, rags, paper towels, bandages, latex, plastic or metallic objects. • Strong disinfectants or bleaches. Laundry products such as Lysol, Pine-Sol, Tidy Bowl, or discharge from water softeners. • Septic systems additives – they do more harm than good. • Excessive water from other sources as this can result in hydraulic overload. • Home brewery waste, strong medicines, antibiotics and antibacterial soaps should be avoided. Recommended detergents should contain low-sudsing, low phosphates and biodegradable ingredients. Fabric softener dryer sheets are recommended. Recommended cleaning products should be biodegradable and nontoxic such as Ivory & Sunlight dish washing liquids, Cascade & Sunlight powdered dishwasher detergents, Comet & Biz powdered cleaners, and baking soda. SYSTEMS REQUIRING PUMPOUTS DUE TO THE ABOVE VIOLATIONS ARE NOT COVERED BY THE WARRANTY. The ECOPOD-N Fixed Film Wastewater Treatment System is designed to handle domestic wastewater; nothing else should go into it. For anything other than domestic wastewater, contact Delta Treatment Systems. SAFETY WARNINGS The proper operation of this or any other home sewage system depends upon proper organic loading and the life of the microorganisms inside the system. Delta is not responsible for the in-field operation of a system, other than the mechanical and structural workings of the plant itself. Delta cannot control the amount of harsh chemicals or other harmful substances that may be discharged into the system by the occupants of a household; we can only provide a comprehensive owner’s manual that outlines substances that should be kept out of the system. Hydraulic overloading (flows in excess of design flow) may cause the sewage treatment system not to perform to the fullest capabilities. Ants have been shown to be destructive to the air pump. Regular care should be taken to prevent infestation of ants near the system. Damage or destruction by ants is not covered under manufacturer’s warranty. Your state or local health department may require other pieces of equipment to function separately or in conjunction with equipment manufactured by Delta Treatment Systems. Delta is not responsible for the Mechanical or electrical safety of equipment it does not manufacture or supply with its fixed film wastewater treatment system. Care should be used In evaluating the electrical or mechanical safety of equipment manufactured by others. This may include but is not limited to electrical control panels or air pumps. If electrical service has not been installed for checking air distribution system during installation, and if an extension cord is used to test the air pump, never leave the extension cord plugged in. Remove it after testing is completed. DUE TO A POSSIBLE FIRE HAZARD, DO NOT PLUG INTO SERVICE EQUIPMENT ON POWER POLE AND DO NOT USE EXTENSION CORDS. ALL ELECTRICAL WORK PERFORMED BY THE INSTALLER OR OTHERS MUST BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODES. SOLIDS REMOVAL The ECOPOD-N Fixed Film Wastewater Treatment System is designed to provide years of trouble-free operation. Determination of the need for solids removal can be done with a sludge judge sample. If the sludge judge indicates more than 12 inches of sludge in the bottom of the reactor tank, the treatment plant should be pumped out. Call your local authorized sewage disposal service to have the tank contents pumped out and disposed of properly. Pumping Method • The air pump should be in the off position. • Remove all of the solids from both the reactor tank and primary tank. • After the pump out process is complete, fill the tank with fresh water to normal operating level. • Refer to the “Installation Procedure” to get the treatment plant back into operation. • Should indication of improper operation be observed at any time, contact your local authorized Delta dealer/distributor. NOTE: THE COST ASSOCIATED WITH PUMPING THE TREATMENT SYSTEM IS NOT COVERED UNDER WARRANTY AND IS NOT INCLUDED IN THE SERVICE POLICY. SEASONAL USE GUIDELINES OF ECOPOD-N FIXED FILM WASTEWATER TREATMENT SYSTEM These guidelines are for conditions as outlined below and apply for systems that are not in use for periods of time indicated. Site conditions not covered by the following must be forwarded to Delta for recommended guidelines to meet the particular site conditions. 1. System not in use for more than one month and less than three months. Electrical power is left on and there are no frost conditions. • Leave air pump on and system running. Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com6 INTRODUCTION 2. System not in use more than three months. Electrical power is turned off and there are no frost conditions. • Remove all materials and liquid from tank. • Refill with clean water. • Turn off air pump. 3. System not in use more than three months. Electrical power is on and there are no frost conditions. • Leave air pump on and system running; OR • Remove all material and liquid from tank. • Refill with clean water. 4. System not in use. Electrical power is turned off and there are frost conditions. • Remove all material and liquid from tank. • Turn off air pump. • If high groundwater is present, fill with clean water. • If no groundwater is present, leave tank empty. UNDER NO CIRCUMSTANCES SHOULD THE AIR PUMP BE TURNED OFF FOR MORE THAN A FEW DAYS WITHOUT REMOVING TANK CONTENTS SAMPLING REQUIREMENTS An ECOPOD-N Fixed Film Wastewater Treatment System properly operated and maintained should provide the following effluent quality of: Biochemical oxygen demand 5 day average (BOD5) of less than 30 mg/l (or ppm) Suspended solids of less than 30 mg/l (or ppm) Volatile Suspended solids of less than 30 mg/l (or ppm) pH of 6.0 to 9.0 Dissolved oxygen 1.5 to 3.0 mg/l (or ppm) Taking Effluent Sample Samples must be taken in the effluent discharge line or an effluent pump tank or after the disinfection device. We recommend allowing the effluent to flow through the discharge line for a minimum of 4 minutes before taking the sample. This will allow any solids to be flushed out that might have accumulated in the discharge pipe. Please see Figure 1 for reference. SAMPLES SHOULD BE TAKEN BY A LOCAL CERTIFIED TESTING LABORATORY. THE FOLLOWING RECOMMENDED GUIDELINES MAY BE USED IF LOCAL PROCEDURES ARE NOT AVAILABLE. Grab Samples: If analysis is begun within two hours of collection, cooling is unnecessary. If analysis is not started within two hours of sample collection, keep sample at or below 4˚C from the time of collection. Begin analysis within six hours of collection; when this is not possible because the sampling site is distant from the laboratory, store at or below 4˚C and report length and temperature of storage to the lab. In no case, start analysis more than 24 hours after grab sample collection. When samples are to be used for regulatory purposes, make every effort to deliver samples for analysis within six hours of collection. 1. Biochemical Oxygen Demand (BOD) Samples for BOD analysis may degrade significantly during storage between collection and analysis, resulting in low BOD values. Minimize reduction of BOD by analyzing the sample promptly or by cooling it to near freezing temperature during storage. However, even at low temperature, keep the holding time to a minimum. Warm the chilled samples to 20˚C before analysis; some storage time can be used to accomplish this conveniently. 2. Total Suspended Solids (TSS) Use resistant-glass or plastic bottles, provided that the material in suspension does not adhere to container walls. Begin analysis as soon as possible because of the impracticality of preserving the sample. Refrigerate sample at 4˚C to minimize microbiological decomposition of solids. 3. Ammonia Nitrogen Most reliable results are obtained from fresh samples. Destroy residual chlorine immediately after sample collection to prevent its reaction with ammonia. If prompt analysis is impossible, preserve samples with 0.8 mL concentration H2SO4/L sample and store at 4˚C. The pH of the acid- preserved samples should be between 1.5 and 2. Some wastewater may require more concentration H2SO4 to achieve this pH. If acid preservation is used, neutralize samples with NaOH or KOH immediately before making the determination. Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com 7 SAMPLE SAMPLE PROCEDURES: 1. PRIOR TO TAKING SAMPLE HAVE ECOPOD PLANT DISCHARGE EFFLUENT FOR UP TO 4 MINUTES BY FLUSHING TOILETS AND/OR USE GARDEN HOSE TO FLUSH OUT 2. INSERT SAMPLE COLLECTING BOTTLE SAMPLE PORT. TO COLLECT ONLY EFFLUENT THAT IS CASCADING OVER THE CASCADING 3. HANDLE, STORE, AND TRANSPORT EDGE. AND PROCEDURES PROVIDED BY THE SAMPLES AS SPECIFIED BY POLICIES TESTING LABORATORIES. EFFLUENT SAMPLE PORT AND VENT 4" LINE FROM DWELLING PRETREATMENT-TANK REACTOR-TANK ECOPOD REACTOR TO DISCHARGEPOINT OR EFFLUENT REDUCTION SYSTEM BELOWSEE DETAIL CASCADING EDGE 4" INLINE CROSS SAMPLE PORT SAMPLE PORT 4" INLINE TEE 6" PVC RISERW/THRD CAP 4" INLET 4" OUTLET RUBBER SEAL MIN 6" PORT DEPTH PIPE OFFSET TOBE 1/2" THEPIPE DIA. MIN. 6" DEPTHPORT (If Applicable) AND VENT AND VENT Figure 1 Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com8 INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS ONLY FOR USE BY CERTIFIED, LICENSED INSTALLERS 1. Tank Delivery and Handling Care must be taken offloading and unpacking tank and components. Care must be taken not to damage tank and components with forklift or any other offloading device. Check for damaged tank and components that may have occurred in transportation and notify factory or distributor within 24 hours of delivery. 2. Set and Backfill Tanks An ECOPOD-N Treatment System will require a pretreatment tank. Depending on the supplier it may be integrated into a single tank or require setting a separate tank. Proper fall between tanks is required and is specified by local regulatory code requirements. Excavate and set tank as recommended by the tank manufacturer. Prior to backfill, install tank access risers as needed. It is very important to follow all backfill and compaction procedures required by the tank manufacturer. Note: It is recommended that any excavation be roped off with caution tape for jobsite safety. 3. Plumb Tank Inlets and Outlets Plumb and solvent weld all inlet and outlet piping on the pretreatment tank (if applicable) and reactor tank. The pretreatment tank plumbing requirements are specified by local regulatory code. The reactor tank inlet piping should extend more than 12 inches into the tank and terminate above of the ECOPOD-N reactor box. The reactor tank outlet tee assembly should be solvent welded to the outlet pipe and must extend six to twelve inches into the outlet side of the tank. The inlet piping should be sloped downward toward the ECOPOD and the outlet piping should sloped downward and away from the tank. 4. Fill Reactor Tank with Clean Water Begin filling the reactor tank with clean water while the air distribution and control panel assembly are completed. Continue filling the tank until water level reaches the outlet tee. It will take several hours using residential water service. 5. Plumb Air Distribution System Plumb in the air distribution system. Prime and solvent weld all connections. Bring 2-inch Schedule 40 PVC line out of the tank and through the riser sidewall. Extend PVC air distribution piping from the riser to where the compressor will be located. A minimum of 12” ground cover is recommended over the air distribution piping. Connect compressor to the PVC air distribution piping: A. If using the regenerative blower (FPZ model SCL06) attach the 1x6 galvanized nipple to the 1-inch galvanized elbow, then attach the 2-inch Schedule 40 PVC reducer to the 1-inch galvanized nipple. Next connect the PVC line to the PVC reducer using PVC solvent. WATER Figure 2 Figure 3 Figure 4 WATER Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com 9 INSTALLATION INSTRUCTIONS B. If using the linear blower (Thomas model LW250) attach the 1-inch galvanized male adapter to the blower using the supplied hose and clamps. Next attach the 2-inch Schedule 40 PVC reducer to the male adapter, then connect the PVC line to the reducer using PVC solvent. 7. Air Compressor Placement Do not install the air pump(s) in a low-lying area where water may accumulate. The air pump should be installed near the control panel and within 100 ft. of the reactor tank. The air pump can be installed outdoors or in a clean, well ventilated area, such as a tool room, garage, etc. 8. Mounting Control Panel Mount the control panel in a location such that the alarm can be heard and be readily observed. The control panel must be connected to a 20-amp maximum electrical source equipped with a ground fault interrupter (GFI) circuit breaker. Install a power disconnect switch to the panel that is operable and available to a maintenance provider. The control panel must be grounded. Connect the source ground wire to the ground location in the panel. All electrical work shall be done according to NEC and local code requirements. A. Attach control panel to a suitable mounting surface. Use appropriate screws for all four mounting holes on the back of the enclosure. B. The control panel contains a fuse or circuit breaker for the air pump. An electrical malfunction in the air pump, or wiring to the air pump, will cause the fuse or circuit breaker to blow. The control panel also contains a pressure switch and visual and audible alarms. Loss of air pressure caused by air pump system malfunction, or a high-water level in the treatment tank, will cause the alarm to sound and light to illuminate. C. Control panel is rated for outdoor service. However, do not place it where it can be immersed in rising water or where runoff water such as from a roof will pour onto it. Do not mount it where it is subject to wetting from sprinklers, hoses, etc. D. Connect conduit. After the control panel is properly mounted, connect conduit and install wiring as shown on drawings bound herein (Schematics). E. Connect the pressure air tubing to the 1/8” barb-fitting in the air piping system. The air tubing should be protected by conduit as shown on the drawing. 9. System Startup Turn power on. Once the tank water level reaches the outlet tee, turn power on to control panel. Air pump should start. A. Set the high-level pressure switch.To set the high-level pressure switch that detects high water level in the unit bring the tank to operating water level with compressor turned on. Using properly sized screwdriver turn high level alarm adjustment screw clockwise until alarm occurs. Then turn the screw counterclockwise until alarm stops. B. Check air piping joints for leakage using a soapy water solution. Repair if necessary and then carefully backfill air distribution piping and tanks. C. Finish grade the site. Divert surface water away from the system and install or plant ground cover to prevent erosion. D. Tank is ready to receive incoming sewage. No special start-up procedures are required. The process is naturally occurring and does not require any special additives. E. Replace and secure all tank access lids. Close up the enclosure door on control panel and lock if necessary. F. Spend time with your customer whenever possible. Review operation instructions. Be sure that the customer has a manual to keep. This saves valuable time avoiding return visits. G. Retain these instructions for future reference. WARNING: CONTROL PANEL CONTAINS HIGH VOLTAGE AND MUST BE INSTALLED AND SERVICED ONLY BY QUALIFIED PERSONNEL Figure 5 Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com10 TROUBLE SHOOTING GUIDE Air Supply Malfunction 1. Check to be sure air distribution is working properly. This will be evident in the reactor as the liquid will be forcefully agitated. A septic (rotten egg) odor could mean that the system is not getting enough air. If the air system is not working, partially working or working very little (slight bubbles), check the following: A. Check to be sure the air pump is working. • Check timer if one is used. • Bypass timer temporarily and connect directly to source. • Check the electrical source. • If electrical source is okay, check service guide on pump unit for troubleshooting information. • Wash air filter on pump. • Consult manufacturer for servicing information. B. Check to be sure tank is not severely out of level. Air follows a path of least resistance. The pressure differences can be enough to restrict air flow. C. Check for broken or cracked air lines both outside and inside the tank. D. Ants will destroy an air pump. Check to see if there is an ant nest around the air pump. E. Air pump should be protected from rising water. F. Always check to see if inlet and outlet lines are correctly installed. Internal Assembly Malfunction 1. Primary treated wastewater from the primary tank should not enter directly into the quiescent zone because of improperly installed or loose seals or gaskets where pipe goes through the tank wall. Check the size of holes to be sure that there is no clearance for matter to pass through the wall around the piping. 2. Check to be sure all internal piping and connections are tight. Design Overload 1. The system could be hydraulically overloaded (there is too much water going through the system for the size of the system). 2. The system could be biologically overloaded (there is too much waste for the size of the system). Improper Installation or Settling 1. You should follow the manufacturer’s installation procedures very carefully. 2. Where settling is common, approximately 2” of a well graded bedding material should be placed and tamped in the bottom of the hole. 3. Proper installation is the first step in preventing callbacks for service problems. 4. Whenever possible, it is important to spend time with the homeowner. Be sure they have an operations book. A few minutes invested in the beginning will avoid service calls later. No Harsh Chemicals Should Be Put into the System 1. Water in the reactor tank should be relatively clear in both the reactor and quiescent zones. Blue or gray/blue water indicates heavy use of detergents or other chemicals. If water appears sudsy there is too much detergent being used. 2. Water in the quiescent zone should be clear. Water is discharged into the discharge tee at a minimum of 6–8 inches below water surface. You MAY NOT be able to see clear water by looking into the tank. Samples must be taken at the sample port. 3. Oils and grease should be kept to a minimum. Grease tends to form in white balls. Troubleshooting Electrical System 1. Air pump does not run: A. Check main service for power. B . Check and/or replace fuse with same rating as in control panel. 2. Alarm does not occur when air pump is off: A. Malfunctioning pressure switch – replace. B. Malfunctioning light or buzzer – replace. 3. Alarm occurs continuously even when air pump is running: A. Air leak in main air system or air tubing to pressure switch – repair leak or replace air line. B. Malfunctioning pressure switch – replace. C. High water level in tank – inspect for cause. D. Short in float switch wire or float switches – repair or replace. NOTE: ALL REPLACEMENT PARTS ARE AVAILABLE FROM YOUR LOCAL DISTRIBUTOR. CAUTION: ELECTRICAL SHOCK OR HAZARD MAY OCCUR IF UNIT IS NOT SERVICED PROPERLY. THE MANUFACTURER RECOMMENDS THAT A LICENSED ELECTRICIAN BE CALLED WHEN ELECTRICAL PROBLEMS OCCUR. Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com 11 TROUBLE SHOOTING GUIDE GENERAL COMMENTS 1. Only factory approved equipment can be used for replacement on individual treatment systems. 2. If the decision is made to pump out a system, be sure to contact a licensed waste hauler. 3. If a chronic problem develops and all items have been checked, consult with the factory. 4. Taking pictures of systems when troubleshooting will help document activity in the field. 5. Keep good records. Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com12 SPECIFICATIONS ECOPOD-N Unit Specifications Treatment Plant Treatment Capacity (GPD) Minimum Primary Tank Total Volume (Gal) Reactor Tank Volume (Gal) Reactor Tank Dilution Volume (Gal) Media Size Air Requirements E50N 500 500 710 590 2'x2'x4'12 CFM E60N 600 600 916 736 2'x2'x6'14.4 CFM E75N 750 750 1090 910 2'x2'x6'18 CFM E100N 1000 1000 1405 1165 2'x2'x8'24 CFM E150N 1500 1500 2100 1740 2'x2'x6'36 CFM MATERIALS OF CONSTRUCTION Suffix FF Reactor Tank Fiberglass Cover Fiberglass Media Container Polyethylene Suffix CA Reactor Tank Concrete Cover Concrete Media Container Polyethylene Suffix IM Reactor Tank Polypropylene Cover Polypropylene Media Container Polyethylene These are standard production units. Other configurations are available upon request. ECOPOD-N Electrical Requirements Model Compressor Motor Full Load Amps Measured Operating Watts Electrical Requirements E50N Delta Model 06 3.5 185 115 volt – single phase E60N Delta Model 06 4.7 280 115 volt – single phase E75N Delta Model 06 4.7 280 115 volt – single phase E100N Delta Model K03 7.1 475 115 volt – single phase E150N Delta Model K03 7.1 475 115 volt – single phase ECOPOD-N Reactor Tank Dimensions Treatment Plant A B C D E50N 47”44”54.7”127” E60N 47”44”54.7”127” E75N 47”44”54.7”127” E100N 47”44”55”176” E150N 47”44”55”176” Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com 13 SPECIFICATIONS ABCDExtension Risers as neededPAGE 15INLETOUTLET A D B C INLET EXTENSION RISERS AS NEEDED ECOPOD-N Dimensions (IM-1060 Series Tank) Concrete Dimensions A 3" MINIMUM DROP 24" MINIMUM ACCESS B C D EXTEND RISER AS NEEDED Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com14 CONTROL PANEL CONNECTION * * NTS BCP CON REGEN 10/31/07 11D.WRIGHT SW1 GROUND LT 1 ENCL. COMP. TO 120 VAC SOURCE PS FUSE COMP. TO G HNG TO COMP. AIR LINE FS1 BUZZER *TIME DELAY F2F1HNNTB Air Filter Check Valve SECTION A-A A A SETTING HIGH LEVEL PRESSURE SWITCH – BRING PLANT TO OPERATING LEVEL WITH COMPRESSOR TURNED ON – USING PROPERLY SIZED SCREWDRIVER, TURN HIGH LEVEL ALARM ADJUSTMENT – SCREW CLOCKWISE UNTIL ALARM OCCURS, THEN TURN THE SCREW COUNTERCLOCKWISE UNTIL ALARM STOPS. 1/4" AIR LINE TO CONTROL PANEL PRESSURE SWITCH TUBING BLOWER ENCLOSURE AIR PIPING TO TREATMENT PLANT 2" SCH. 40 PVC PIPE FRONT VIEW DOOR OPEN CP22 HIGH LEVEL ALARM ADJUSTMENT SCREW REVISION DESCRIPTIONREV.DATE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL, SOLELY FOR THE PURPOSE PROVIDED, AND IT IS NOT TO BE DISCLOSED TO COMPANY CONFIDENTIAL: IT IS THE PROPERTY OF DELTA TREATMENT SYSTEMS, IT IS TO BE USED OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF DELTA TREATMENT SYSTEMS. BY PLOT SCALE SHEETOFDRAWN BY DATE REVDRAWING NUMBER CONTROL PANEL CONNECTION Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com 15 CP2210 SCHEMATIC BY O T H E R S ( 2 0 A M P M A X I M U M ) BR A N C H C I R C U I T C O N N E C T I O N EX T E R N A L D I S C O N N E C T A N D SH O R T C I R C U I T R A TI N G : 5 K A VO L TS - 1 2 0 PH A S E / H Z - 1 / 6 0 TY P E 4 X E N C L O S U R E MA X F U L L L O A D A M P S - 8 CP 2 2 1 0 / E C O / F G / U L C O N T R O L PA NE L SE T T I N G H I G H L E V E L P R E S S U R E S W I T C H – B R I N G P L A N T T O O P E R A TI N G WA TE R L E V E L W I T H C O M P R E S S O R T U R N E D O N . – U S I N G P R O P E R L Y S I Z E D S C R E W D R I V E R , T U R N H I G H L E V E L A L A R M A D J U S T M E N T . – S C R E W C L O C K W I S E U N T I L A L A R M O C C U R S . T H E N T U R N T H E S C R E W C O U N T E R C L O C K W I S E U N T I L A L A R M S T O P S . EX T E R N A L W I R I N G SW 1 G N H FS 1 F1 F2 R 12 0 V AC C H NG LT 1 FU 1 G N HI G H L E V E L A L A R M FL O A T S W I T C H LO W L E V E L HI G H L E V E L PS PS SC H E M A TI C D I A G R A M HI G H L E V E L A L A R M AD J U S T M E N T S C R E W GR O U N D PS F2 H F1 FS 1 F U S E N N CO M P. TO TBFU S E *T I M E D E L A Y H GN 12 0 VA C SO U R C E CO M P . TOG TO C O M P . AI R L I N E CP 2 2 1 0 / E C O / F G / U L NTS ACP221010/03/07 11D.WRIGHT MO T O R F U L L LO A D C U R R E N T 1- 4 A M P S 4- 8 A M P S 12 - 1 6 A M P S 8- 1 2 A M P S FU S E S E L E C T I O N C H A R T 15 A M P S 10 A M P S 20 A M P S 5 A M P S TY P I C A L T I M E D E L A Y FU S E S I Z E R E Q U I R E D CR T PA RT N O . AE 8 4 5 - 4 1 8 7 AE 8 4 5 - 4 1 8 8 AE 8 4 5 - 4 1 8 0 AE 8 4 5 - 4 1 8 4 BU Z Z REVISION DESCRIPTIONREV.DATE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL, SOLELY FOR THE PURPOSE PROVIDED, AND IT IS NOT TO BE DISCLOSED TO COMPANY CONFIDENTIAL IT IS THE PROPERTY OF DELTA TREATMENT SYSTEMS, IT IS TO BE USED OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF DELTA TREATMENT SYSTEMS. BY PLOT SCALE SHEETOF DRAWN BY DATE REVDRAWING NUMBER CP2210 SCHEMATIC Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com16 CP2220 SCHEMATIC F2 H F1 FS 1 N N TB TO CO M P . GR O U N D H N G SO U R C E 12 0 VA C G TO CO M P. CP 2 2 2 0 / E C O / F G / U L MA I N 20 CB 1 HI G H L E V E L A L A R M AD J U S T M E N T S C R E W PS TO C O M P . AI R L I N E 1 2 HI G H TE M P NTS ACP222010/30/07 11D.WRIGHT - A S E P AR A TE D I S C O N N E C T FS 1 - H . L . F L O A T S W I T C H * EX T E R N A L W I R I N G SH O R T C I R C U I T R A TI N G : 5 K A 1P 20 A CB 1 G N N 12 0 V AC H H N LT 1 R C LO W L E V E L F2 FS 1 F1 SW 1 SC H E M A TI C D I A G R A M CR 1 CR 1 1 2 HI G H T E M P HI G H L E V E L PS PS SE T T I N G H I G H L E V E L P R E S S U R E S W I T C H VO L TS - 1 2 0 PH A S E / H Z - 1 / 6 0 TY P E 4 X E N C L O S U R E MA X F U L L L O A D A M P S - 8 CP 2 2 2 0 / E C O / F G / U L C O N T R O L PA NE L IN T R E A TM E N T P L A N T IS R E Q U I R E D . – B R I N G P L A N T T O O P E R A TI N G WA TE R L E V E L W I T H C O M P R E S S O R T U R N E D O N . – U S I N G P R O P E R L Y S I Z E D S C R E W D R I V E R , T U R N H I G H L E V E L A L A R M A D J U S T M E N T . – S C R E W C L O C K W I S E U N T I L A L A R M O C C U R S . T H E N T U R N T H E S C R E W C O U N T E R C L O C K W I S E U N T I L A L A R M S T O P S . * BU Z Z REVISION DESCRIPTIONREV.DATE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL, SOLELY FOR THE PURPOSE PROVIDED, AND IT IS NOT TO BE DISCLOSED TO COMPA NY CONFIDENTIAL: IT IS THE PROPERTY OF DELTA TREATMENT SYSTEMS, IT IS TO BE USED OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF DELTA TREATMENT SYSTEMS. BY PLOT SCALE SHEETOFDRAWN BY DATE REVDRAWING NUMBER CP2220 SCHEMATIC Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com 17 CP220 SCHEMATIC GR O U N D CO M P . TO 12 0 V AC SO U R C E PS FU S E CO M P . TO G H N G TO C O M P . AI R L I N E FS 1 *T I M E D E L A Y F2 F1 H N N TB BU Z Z R 12 0 V AC SC H E M A TI C D I A G R A M FU S E S I Z E V AR I E S W I T H C O M P R E S S O R S I Z E PE R N A TI O N A L E L E C T R I C A L C O D E PS CP 2 0 S E R I E S * * LT 1 G FU 1 C N F1 F2 FS 1 SW 1 H N H N G G NTS ACP2004/09/03 11D.WRIGHT REVISION DESCRIPTIONREV.DATE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL, SOLELY FOR THE PURPOSE PROVIDED, AND IT IS NOT TO BE DISCLOSED TO COMPANY CONFIDENTIAL: IT IS THE PROPERTY OF DELTA TREATMENT SYSTEMS, IT IS TO BE USED OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF DELTA TREATMENT SYSTEMS. BY PLOT SCALE SHEETOFDRAWN BY DATE REVDRAWING NUMBER CP20 SCHEMATIC Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com18 P (1)p (2)Q (3) kW mbar psig m3/h cfm COMPRESSOR A 50 Hz - 2900 rpm 0.2 90 1.30 00 B 60 Hz - 3500 rpm 0.23 80 1.16 32 19 0.4 130 1.88 00 EXHAUSTER C 50 Hz - 2900 rpm 0.2 82 1.18 00 D 60 Hz - 3500 rpm 0.23 80 1.16 28 16 0.4 120 1.74 00 MAXIMUM NOISE LEVEL Lp dB(A) 50 Hz - 2900 rpm 58 60 Hz - 3500 rpm 59 kW H m 50 Hz -60 Hz Kg 0.2-0.23 235 6.5 0.4 235 7.1 0 10 20 30 40 50 60 70 m3/h mbar 120 100 80 60 40 20 0 psig 1,5 1,0 0,5 0 0,10,2 0,30,4 Hp mbar 120 100 80 60 40 20 0 psig 1,5 1,0 0,5 0 010 20 30 40 cfm 0,05 0,1 0,15 0,2 0,25 0,30,35 kW A - C B - D mbar 120 100 80 60 40 20 0 psig 20 30 40 50 60 70 80 90 °F 10 20 30 40 50 °K psig 1,5 1,0 0,5 0 D A C D A B To allow theperfect performing of the machine,ithas to be equipped withthe INLET FILTER andthe SECURITY VALVE AT LEAST;other accessories available on request. (1)Installedpower. (2)Maximum differentialpressure referredtoinstalled motor. (3)Inletflow at max differential pressure per installed motor. Thecharacteristics data given,refertothe handling of gas with inlet temperature of 15°C, normaldensityof 1,23 kg/m3 andabsolutepressure of 1013 mbar in suction in case of performing as compressor, in discharge in case of performing as exhauster.Dimensions in mm.Noise level measured at 1 m distance with in/outletspiped.Toleranceongiven values ±10% - unbinding and can be changedwithout prior notice. LATERAL CHANNEL BLOWERS - EXHAUSTERS SCL 06 MOR SN 1750-0 L G 1” 220 80 18 38 195 222 160 75 27 M53x120° Ø136 4.5 118 116 111 86 105 Ø11 F.P.Z.GmbH Kilianstraße 142 90425 NÜRNBERG Tel. 0911.36.76.68.00 Fax 0911.36.76.68.01 E-maildeutschland@fpz.com ™ Version “P” B C Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com 19 TECHNICAL CHARACTERISTICS - Aluminum alloy construction - Smooth operation - High efficiency impeller - Maintenance free - Mountable in any position - Recognized TEFC - cURus motor OPTIONS - Special voltages (IEC 38) - Surface treatments ACCESSORIES - Inlet and/or inline filters - Additional inlet/outlet silencers - Safety valves - Flow converting device - Optional connectors Model Maximum flow Scfm Installed power Hp Maximum differential pressure p ( In WG ) Noise level Lp dB (A) (1) Overall dimensions H Weight 60 Hz 50 Hz 60 Hz 50 Hz 60 Hz 50 Hz 60 Hz 50 Hz 3500 rpm 2900 rpm 3500 rpm 2900 rpm 3500 rpm 2900 rpm 3500 rpm 2900 rpm Inches Lbs 3/4 3/4 64 60 62.0 60.0 10.43 24.30 K03-MS 52 43 1 1 95 77 62.3 60.3 11.97 26.50 1 ½ 1 ½ 58 80 64.8 62.8 11.65 36.40 2 2 85 100 65.0 63.0 13.78 43.00 K04-MS 98 81 3 - 120 - 65.2 - 13.78 49.60 2 2 52 70 70.5 68.5 13.20 51.80 3 3 90 110 70.8 68.8 13.20 58.40 K05-MS 156 129 4 4 128 120 71.1 69.1 14.40 67.20 3 3 50 65 73.0 71.0 13.54 68.70 4 4 75 95 73.3 71.3 14.17 71.65 5 ½ 5 ½ 110 140 73.6 71.6 14.17 77.60 K06-MS 216 179 6 1/5 (2) - 132 - 73.9 - 14.45 77.60 (1) Noise measured at 1 m distance with inlet and outlet ports piped, in accordance to ISO 3744. (2) No cURus motor Model a b c d e f G I m n o p1 q r s t u z K03-MS 9.49 10.55 5.79 1.69 9.06 8.07 1”1/4 NPT3.39 0.39 3.27 5.59 8.07 0.71 2.95 0.16 M6 5.51 0.47 K04-MS 11.22 12.40 6.77 1.93 10.04 8.86 1”1/2 NPT4.02 0.47 3.74 6.73 8.74 0.71 2.76 0.16 M6 6.89 0.71 K05-MS 12.87 14.37 7.87 2.13 12.60 10.242” NPT 4.72 0.59 4.53 10.43 12.60 0.71 3.86 0.16 M8 7.87 0.75 K06-MS 14.80 15.47 8.07 2.13 12.80 11.422” NPT 4.92 0.59 5.51 10.71 13.15 0.71 3.35 0.16 M8 9.45 0.75 Possible alternative positions, please refer to drw SSII 11883399 e a f I G d c b s p1 o Øm n r q z H 3x120° øu t Accessory REGENERATIVE BLOWERS - PRESSURE SCL K03 / K04 / K05 / K06 MS SERIES - MOR RANGE SN 1874-8 1/2 ® FPZ, Inc 150 N. Progress Drive Saukville, WI 53080 - U.S.A. Tel. (262) 268-0180 Fax (262) 268-0415 E-mail usa@fpz.com - For proper use, the blower should be equipped with inlet filter and safety valve; other accessories available on request. - Ambient temperature from +5° to +104°F. - Specifications subject to change without notice. Dimensions in inches. Dimension for reference only. Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com20 CA P A C I T Y AB S O R B E D P O W E R TE M P E R A T U R E I N C R E A S E REGENERATIVE BLOWERS - PRESSURE SCL K03 / K04 / K05 / K06 MS SERIES - MOR RANGE SN 1874-8 2/2 ® Curves refer to air at 68°F temperature and 29.92 In Hg atmospheric pressure (abs) measured at inlet port. Values for flow, power consumption and temperature rise: +/-10% tolerance. Data subject to change without notice. p p s i g 0 1 2 3 4 5 0 50 100 150 200 250 4 K05-MS 3 2 0 20 40 60 80 100 120 140 In W G Scfm 60 Hz 6 1/5 5 1/2 4 K06-MS 3 3 2 1 1/2 K04-MS K03-MS 3/4 1 p p s i g 0 1 2 3 4 5 0 20 40 60 80 100 140 0 1 2 3 4 5 6 7 K06-MS K05-MS 60 Hz Hp In W G K04-MS K03-MS 0 1 2 3 4 5 p p s i g In W G 0 20 40 60 80 100 120 140 160 0 50 100 150 200 Scfm 50 Hz 4 3 3 5 1/2 4 1 1/2 2 3/4 K03-MS K04-MS 2 K05-MS K06-MS 1 0 1 2 3 4 5 p p s i g In W G 0 20 40 60 80 100 120 160 0 1 2 3 4 5 6 50 Hz Hp K05-MS K06-MS K04-MS K03-MS p p s i g 0 1 2 3 4 5 K05-MS K04-MS 60 Hz K06-MS 0 20 40 60 80 100 140 0 20 40 60 80 100 120 140 °F In W G K03-MS 0 1 2 3 4 5 p p s i g 020406080100 120 140 160180 200°F In W G 0 20 40 60 80 100 120 160 50 Hz K05-MS K06-MS K04-MS K03-MS Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com 21 ECOPD-N SERIES DATA PLATES 4" 2" 9125 COMAR DRIVE WALKER, LA 70785 1-800-219-9183 9125 COMAR DRIVE WALKER, LA 70785 1-800-219-9183 ECOPOD N SERIES TMTHE GPD CLASS 1NSF/ANSI STDS 40 & 245 Serial No. Model E 4" 3"ECOPOD N SERIES TMTHE GPD CLASS 1 NSF/ANSI STDS 40 & 245 Serial No. Model E ALARM MALFUNCTION ELECTRICAL PANEL Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com22 SERVICE POLICY DELTA TREATMENT SYSTEMS INDIVIDUAL MECHANICAL WASTEWATER TREATMENT SYSTEM SERVICE POLICY INITIAL POLICY: A two-year initial service policy shall be furnished to the user by the manufacturer or the distributor through the dealer. This policy may be included in the price of the system, provided the state in which the system is being installed has adapted NSF Policies as part of their state rules 1. An inspection/service call every six months, which includes inspection, adjustment, and servicing of the mechanical and electrical component parts as necessary to ensure proper function. 2. An effluent quality inspection every six months consisting of a visual check for color, turbidity, scum overflow, and an examination for odors. 3. If any improper operation is observed that cannot be corrected at that time, the user shall be notified immediately in writing of the conditions and the estimated date of correction. THIS POLICY DOES NOT INCLUDE PUMPING SLUDGE FROM UNIT IF DEEMED NECESSARY. CONTINUING SERVICE POLICY: An annually renewable service policy affording the same coverage as the Initial Service Policy is available. Consult your dealer for pricing information. The annually renewable service policy should provide the same service checks as the initial NSF service policy and should be performed twice per year. PARTS: Replacement parts or components may be obtained from your local distributor or contact Delta Treatment Systems for information. COMPLAINTS: In order for Delta Treatment Systems to properly address complaints, we require that you put in writing the date and nature of the complaint as detailed as possible. This MUST include the serial number of your system. Send to: Delta Treatment Systems 9125 Comar Drive Walker, LA 70785 Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com 23 Delta Treatment Systems Homeowner’s Manual: Onsite Wastewater Treatment System A Guide to the Proper Care and Maintenance of Your Onsite Wastewater Treatment System How to Take Care of Your Wastewater Treatment System Congratulations, your home is now serviced by a meticulously engineered wastewater treatment system. Your new Delta wastewater treatment system is designed for the collection and treatment of your household wastewater. When properly maintained, onsite wastewater treatment systems efficiently treat household wastewater and recycle local groundwater. Delta wastewater treatment systems use little energy and can often outperform municipal sewage treatment plants. The treated wastewater, or effluent, is often returned to the soil where it will receive a final level of treatment before it renters and recharges the groundwater. With an onsite wastewater treatment system there’s no degrading of our nation’s rivers and oceans, which is often the case with municipal sewer system outflows. Your Delta wastewater treatment system is like any other engineered system, like your heat pump or your car. Engineered systems will last longer and offer optimal performance if maintained regularly by a qualified service provider. In the case of your Delta wastewater treatment system, the service provider will likely be the person who installed the system as they’re the most familiar with the ins and outs of the system and where all of the components are located on your property. Aside from regularly scheduled maintenance of the system, it’s also important to be cautious of what you put into the system. The following pages outline some of the do’s and don’ts to keep in mind to ensure the longevity of your Delta wastewater treatment system. By following a maintenance schedule and our best practice recommendations in the do’s and don’ts section, your Delta wastewater treatment system should function for decades. You’ll also save water, energy, and pumpout costs, too! Don’t flush dangerous or damaging substances into your system. Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com24 DO’s Collect any cooking grease or leftover oils in a container and dispose of them in your trash can. Compost food scraps or dispose of them into the trash can. Food byproducts can accelerate the need for pumping of your tank and increase overall maintenance cost. Keep lint out of your wastewater treatment system by cleaning the lint filters on your washing machine and dryer before every load. Installing a supplemental lint filter on your washing machine would be a good precautionary measure. Try to use substitutes for common hazardous waste that can be found in many cleaners. Replace the following with products that are less harmful to the environment. • Ammonia-Based Cleaners for Baking Soda/ Vinegar: For surfaces, sprinkle baking soda on a damp sponge. For windows, use a solution of 2 tbs (30 mL) white vinegar to 1qt (1 L) water and pour the mixture into a spray bottle. • Carpet/Upholstery Cleaners for Cornstarch/ Baking Soda: Sprinkle dry cornstarch or baking soda on the surface and then vacuum. • Disinfectants for Borax: Use ¼ cup (50 g) of Borax in a half-gallon (2 L) of water and store in a spray bottle. This solution will also work as a deodorizer. • Drain Decloggers: Use a plunger or snake to remove and clean the drain trap. • Scouring Cleaners & Powders for Baking Soda/ BonAmi® cleanser: Sprinkle baking soda on a damp sponge or add 4 tbs (50g) baking soda to 1 qt (1 L) warm water. Or use BonAmi® cleanser; it’s less expensive and is less likely to scratch the surface. • Furniture/Floor Polishes for Oil Soap/Lemon Juice: Use oil soap and warm water, and dry with a soft cloth. To polish, use 1 part lemon juice and 2 parts oil (any kind) or use natural products with lemon oil or beeswax in mineral oil. • Laundry Detergents: Choose a liquid detergent without chlorine or phosphates. Avoid using powdered detergents. • Metal Cleaners for Toothpaste/Lemon: To polish silver gently rub with toothpaste and soft wet cloth. To clean and polish brass and copper, scrub with half of a lemon dipped in salt. To clean stainless steel, use a scouring pad and soapy water. •Oven Cleaners for Baking Soda/BonAmi® cleanser: Sprinkle the surface with baking soda or Bon Ami® then scrub with an unused toilet brush. Practice water conservation with these tips. Using excessive amounts of water can cause hydraulic overload of the system. On average, 50 gallons (200 liters) per person per day is typical. Below are some water conservation tips to consider to ensure you’re not overloading the system. • Take shorter showers or baths with a partially filled tub. Be cautious about excessive use of large soaking tubs. • Don’t let water run unnecessarily while brushing teeth or washing hands, food, dishes, etc. • Don’t use the dishwasher or washing machine unless you have a full load. And, when possible avoid doing several loads in one day. • Install water-saving devices on faucets and showerheads. • When you need to replace an old toilet, replace it with a low-flush model. Wastewater Treatment System Inside the Home Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com 25 Don’t flush dangerous or damaging substances into your system. • Pharmaceuticals • Excessive Amounts of Bath or Body Oils • Water Softener Backwash • Flammable or Toxic Products • Household Cleaners • Chlorine Bleach, Chlorides, and Pool/Spa Products • Pesticides, Herbicides, Agricultural Chemicals, or Fertilizers • Eggshells, Cantaloupe Seeds, Gum, Coffee Grounds, or Tea Bags • Chewing Tobacco or Cigarette Butts • Condoms, Dental Floss, Sanitary Napkins or Tampons, Diapers • Paper Towels, Newspapers, Candy Wrappers • Large Amounts of Hair • Baby, Medicated, or Cleaning Wipes (even those that claim to be “flushable” on the packaging) Don’t plumb water softener discharge brine into your wastewater system (softened water is ok, just not the brine that is produced during the regeneration cycle). Route the brine around your wastewater system so it discharges directly into the soil. Don’t use special additives that are marketed to enhance the performance of your system. Additives can cause damage in other areas of the collection system by disrupting the natural microorganisms that are currently growing within the system. Don’t leave interior faucets on to protect water lines during cold weather. A single running faucet can easily increase your daily flow up to 3,000 gallons per day and hydraulically overload your system. Properly insulate or heat your faucets and plumbing in preparation for winter months. Don’t ignore leaky plumbing fixtures. A leaky toilet can waste up to 2,000 gallons (7,500 liters) of water per single day, 10-20 times more water than an average household’s daily use. Leaky plumbing fixtures increases your water bill, wastes natural resources and causes unnecessary overload on your system. Do’s: • Keep the tank’s access lid secure at all times. Never open or attempt to enter the tank. Gasses present within the tank can be fatal. If you find the lid has become loose contact your service provider or Delta Treatment Systems. • Plan landscaping and permanent outdoor structures before installation of the system. Don’ts: • Never drive over any buried components of the system. If your system is in an area that could potentially be subject to any vehicular traffic place a barricade like a row of shrubs around it. • Don’t dump waste from your RV. This will not only cause an increase to the frequency of septage pumping but, when dumped directly into the pumping vault, RV waste clogs or fouls equipment causing unnecessary maintenance and repair costs. Additionally, some RV waste may contain chemicals that are toxic or may have a negative impact to the biological digestion occurring within the tank. • Don’t connect rain gutters or storm drains to the system or allow any surface water to enter it. • Don’t discharge hot tub water into your system. • Don’t dig without knowing the location of your wastewater system components. Wastewater Treatment System Inside the Home DONT’s Wastewater Treatment System Do’s and Don’ts: Outside the Home Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com26 DELTA TREATMENT SYSTEMS, LLC (“DELTA”) DELTA TWO (2) YEAR ECOPOD® SERIES MATERIALS AND WORKMANSHIP LIMITED WARRANTY (a) This limited warranty is extended to the end user of a Delta ECOPOD® Series Advanced Wastewater Treatment Product (the “ECOPOD® Product”). An ECOPOD® Product manufactured by Delta, when installed and operated in accordance with Delta’s installation instructions and local regulation by a licensed installer, is warranted to you: (i) against defective materials and workmanship for two (2) years after installation. Delta will, at its option, (i) repair the defective product or (ii) replace the defective materials. This Warranty does not cover any damage caused by flooding, abuse, unauthorized disassembly, improper wiring or overload protection. This Warrants does not cover any of the house wiring, plumbing, drainage or disposal systems. (b) In order to exercise your warranty rights, you must notify Delta in writing at its corporate headquarters in Walker, Louisiana within fifteen (15) days of the alleged defect. Delta reserves the right to inspect the item to confirm that it is defective. (c) YOUR EXCLUSIVE REMEDY WITH RESPECT TO ANY AND ALL LOSSES OR DAMAGES RESULTING FROM ANY CAUSE WHATSOEVER SHALL BE SPECIFIED IN SUBPARAGRAPH (a) ABOVE. DELTA SHALL IN NO EVENT BE LIABLE FOR ANY CONSEQUENTIAL OR INCIDENTAL DAMAGES OF ANY KIND, HOWEVER OCCASIONED, WHETHER BY NEGLIGENCE OR OTHERWISE. SOME STATES DO NOT ALLOW THE EXCLUSION OR LIMITATION OF INCIDENTAL OR CONSEQUENTIAL DAMAGES, SO THIS LIMITATION OR EXCLUSION MAY NOT APPLY TO YOU. THIS WARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS AND YOU MAY ALSO HAVE OTHER RIGHTS WHICH VARY FROM STATE TO STATE. (d) THIS LIMITED WARRANTY IS THE EXCLUSIVE WARRANTY GIVEN BY DELTA AND SUPERSEDES ANY PRIOR, CONTRARY, ADDITIONAL, OR SUBSEQUENT REPRESENTATIONS, WHETHER ORAL OR WRITTEN. DELTA DISCLAIMS AND EXCLUDES TO THE GREATEST EXTENT ALLOWED BY LAW ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, OR STATUTORY, INCLUDING ANY WARRANTY OF MERCHANTABILITY, FINESSE FOR A PARTICULAR PURPOSE AND ANY IMPLIED WARRANTIES OTHERWISE ARISING FROM COURSE OF DEALING, COURSE OF PERFORMANCE, OR USAGE OF TRADE. NO PERSON (INCLUDING ANY EMPLOYEE, AGENT, DEALER, OR REPRESENTATIVE) IS AUTHORIZED TO MAKE ANY REPRESENTATION OR WARRANTY CONCERNING THIS PRODUCT, EXCEPT TO REFER YOU TO THIS LIMITED WARRANTY. EXCEPT AS EXPRESSLY SET FORTH HEREIN, THIS WARRANTY IS NOT A WARRANTY OF FUTURE PERFORMANCE, BUT ONLY A WARRANTY TO REPAIR OR REPLACE DEFECTIVE COMPONENTS. (e) YOU MAY ASSIGN THIS LIMITED WARRANTY TO A SUBSEQUENT PURCHASER OF YOUR HOME. (f) NO REPRESENTATIVE OF DELTA HAS THE AUTHORITY TO CHANGE THIS LIMITED WARRANTY IN ANY MANNER WHATSOEVER, OR TO EXTEND THIS LIMITED WARRANTY BEYOND THE STATED TWO (2) YEAR TERM. (g) NO WARRANTY OF ANY KIND IS MADE WITH REGARD TO ANY PRODUCT, COMPONENTS, DEVICES, MEDIA OR TREATMENT UNITS WHICH ARE MANUFACTURED BY OTHERS AND ARE INSTALLED IN CONNECTION WITH THE ECOPOD® PRODUCT. USE OF THESE PRODUCTS ARE AT YOUR OWN RISK. CONDITIONS AND EXCLUSIONS There are certain conditions or applications over which Delta has no control. Defects or problems as a result of such conditions or applications are not the responsibility of Delta and are NOT covered under this warranty. They include failure to install the ECOPOD® Product in accordance with instructions or applicable regulatory requirements or guidance and altering the ECOPOD® Product contrary to the installation instructions. WARRANTY Delta Treatment Systems • 9125 Comar Drive, Walker, LA 70785 • 1-800-219-9183 • www.deltatreatment.com 27 SET-UP AND MAINTENANCE NOTES _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ K4509 0719 Contact Delta Treatment Systems’ Technical Services Department for assistance at (800) 219-9183 DELTA TREATMENT SYSTEMS, LLC 9125 Comar Drive, Walker, LA 70785 (225) 665-6162 • (800) 219-9183 www.deltatreatment.com info@deltatreatment.com © 2019 Delta Treatment Systems. All rights reserved. Printed in U.S.A. Delta Treatment Systems 9125 Comar Drive (225) 665-6162 Fax (800) 219-9183 Walker, LA 70785 CONTROL PANEL CP2210/MN C COX RESEARCH AND TECHNOLOGY, INC. 2019 CP2210/MN 9125 Comar Drive Walker, LA 70785 Ph. (225) 665-6162 Fax (800)219-9183 9125 Comar Drive Walker, LA 70785 Ph. (225) 665-6162 Fax (800)219-9183 AIR LINE TO COMP. BRING PLANT TO OPERATING WATER LEVEL WITH COMPRESSOR TURNED ON. USING PROPERLY SIZED SCREW DRIVER, TURN HIGH LEVEL ALARM ADJUSTMENT SCREW CLOCKWISE SETTING HIGH LEVEL PRESSURE SWITCH 9125 Comar Drive Walker, LA 70785 Ph. (225) 665-6162 Fax (800)219-9183 COMPRESSOR GROUND INCOMING GROUND SOURCE 2 UNTIL ALARM OCCURS, THEN TURN THE SCREW COUNTER-CLOCKWISE UNTIL ALARM STOPS. PUMP GROUND INCOMING GROUND SOURCE 1 IN C O M I N G 2 3 0 V A C S O U R C E 1 H O T IN C O M I N G 1 2 0 V A C S O U R C E 2 H O T IN C O M I N G 1 2 0 V A C N E U T R A L PU M P N E U T R A L CO M P R E S S O R N E U T R A L CO M P R E S S O R H O T DR Y C O N T A C T F R O M U . V . L I G H T 1 CL O S E O N A L A R M TR E A T M E N T P L A N T H I G H L E V E L FL O A T ( I F R E Q U I R E D ) DO S E T A N K H I G H L E V E L F L O A T 12 0 V A C T O U . V . L I G H T 1 PRESSURE SWITCH PANEL LOCATED NEAR COMPRESSOR PU M P P E R M I S S I V E F L O A T (I F R E Q U I R E D ) 12 0 V A C T O U . V . L I G H T 2 DR Y C O N T A C T F R O M U . V . L I G H T 2 CL O S E O N A L A R M 9125 Comar Drive Walker, LA 70785 Ph. (225) 665-6162 Fax (800)219-9183 10 12 8 6 4 2 0 ON 10m OFF 10h ON OFF HOW TO SET THE REPEAT CYCLE TIMER EXAMPLES OF SETTINGS Selector Dial 3 Orange (On)Green (Off)4 (On)7 (Off) Time On Time Off 1.2 .7 .210m10h 1.2 1.2 1.210m10h 3.0 2.0 2.010mhrs 3.0 3.0 3.010mhrs 7min 12min 20min 30min 2hours 12hours 2hours 3hours * Time On = 4(On) Setting x Orange Setting Time Off = 7(Off) Setting x Green Setting Factory Setting: Time On = 10m x 0.7 = 7 Minutes Time Off = 10h x 0.2 = 2 Hours = Factory Settings* 1 2 6 5 4* 3 7* (1.2, 3, 12, 30) H3CR-F8N (10s, 10m, hrs, 10h)* 1 2 3 4 5 6 7 OFF Indicator (Green) Setting dial for OFF (Green pointer) Setting dial for ON (Orange pointer) ON Indicator (Orange) Range Time Selector ON Time Unit Selector OFF Time Unit Selector counterclockwise until overranged, set. Note: If pointer is turned instantaneous output will be 9125 Comar Drive Walker, LA 70785 Ph. (225) 665-6162 Fax (800)219-9183 ITEM QTY.MANUFACTURER PART NUMBER DESCRIPTION BILL OF MATERIALS FEATURES Corrosion resistant construction Cast iron body Thermoplastic impeller and cover. Upper sleeve and lower heavy duty ball bearing construction. Motor is permanently lubricated for extended service life. Powered for continuous operation. All ratings are within the working limits of the motor. Quick disconnect power cord, 20' standard length, heavy duty 16/3 SJTW with 115 or 230 volt grounding plug. Complete unit is heavy duty, portable and compact. Mechanical seal is carbon, ceramic, BUNA and stainless steel. Stainless steel fasteners PE SUBMERSIBLE EFFLUENT PUMP TECHNICAL BROCHURE BPE R1 PAGE 2 Wastewater Goulds Water Technology APPLICATIONS Specially designed for the following uses: • Mound Systems • Effluent/Dosing Systems • Low Pressure Pipe Systems • Basement Draining • Heavy Duty Sump/Dewatering SPECIFICATIONS Pump – General: • Discharge: 11⁄2" NPT • Temperature: 104ºF (40ºC) maximum, continuous when fully submerged. • Solids handling: 1⁄2" maximum sphere. • Automatic models include a float switch. • Manual models available. • Pumping range: see performance chart or curve. PE31 Pump: • Maximum capacity: 53 GPM • Maximum head: 25’ TDH PE41 Pump: • Maximum capacity: 61 GPM • Maximum head: 29' TDH PE51 Pump: • Maximum capacity: 70 GPM • Maximum head: 37' TDH MOTOR General: • Single phase • 60 Hertz • 115 and 230 volts • Built-in thermal overload protection with automatic reset. • Class B insulation • Oil-filled design • High strength carbon steel shaft PE31 Motor: • .33 HP, 3000 RPM • 115 volts • Shaded pole design PE41 Motor: • .40 HP, 3400 RPM • 115 and 230 volts • PSC design PE51 Motor: • .50 HP, 3400 RPM • 115 and 230 volts • PSC design AGENCY LISTINGS PUMP INFORMATION CUS ¤ Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association File #LR38549 Order No.HP Volts Amps Minimum Circuit Breaker Phase Float Switch Style Cord Length Discharge Connection Minimum Basin Diameter Maximum Solids Size Shipping Weight lbs/kg PE31M 0.33 115 12 20 1 Manual / No Switch 20'1.5"18".5"31 / 14.1 PE31P1 Piggyback Float Switch PE41M 0.4 7.5 15 Manual / No Switch PE41P1 Piggyback Float Switch PE42M 230 3.7 10 Manual / No Switch PE42P1 Piggyback Float Switch PE51M 0.5 115 9.5 20 Manual / No Switch PE51P1 Piggyback Float Switch PE52M 230 4.7 10 Manual / No Switch PE52P1 Piggyback Float Switch PAGE 3 Wastewater Goulds Water Technology 0 0102030 5 10 15 20 25 FEET TO T AL D YN A M I C H E A D CAPA CITY GPM 30 70 m3/h METERS 0 10 0510 MODELS: PE31, PE41, PE51 HP: .33, .40, .5035 40 40 50 60 80 15 PE31 PE41 1 FT 2 GPM PE51 PERFORMANCE RATINGS PE31 Total Head (feet of water)GPM 5 52 10 42 15 29 20 16 25 0 PE41 Total Head (feet of water)GPM 8 61 10 57 15 46 20 33 25 16 PE51 Total Head (feet of water)GPM 10 67 15 59 20 50 25 39 30 26 35 8 9.6 2.2 6.46.4 9.6 2.2 12.1 12.0 .6 3.1 11⁄2” NPT DISCHARGE 3.1 12.1 12.0 .6 1½" NPT DISCHARGE DIMENSIONS (All dimensions are in inches. Do not use for construction purposes.) Goulds is a registered trademark of Goulds Pumps, Inc. and is used under license. © 2016 Xylem Inc. BPE R1 September 2016 Xylem Inc. 2881 East Bayard Street Ext., Suite A Seneca Falls, NY 13148 Phone: (866) 325-4210 Fax: (888) 322-5877 www.gouldswatertechnology.com