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910 Lakewood Hills Rd - Septic Design & As BuiltBohn Well Drilling Co 18191) Dain- Lane, Ste 101, Jordan, MN 55352 952-445-4809/ Fax: 952-445-1439/ www.bohnwell.eont Percolation Tests, Soil Borings & Septic System Design Dig It Drill It Drain It Your One Stop Contractor Created 1R�. 1'.rsunal Rhine("c }Biot 1)at czar M &MA - Phone #"s Siic Lcation Prepared For. Attention Mailing Address: Work Fax ivfn rtian Homeowners: Site Address Addition Name County 949 1043 Doug Oehrlein 4/27/2011 17690 Clayton Avenue E Rosemount, MN 55068 Home: Mobile (612) 816-9805 Donald & Patricia Oehrlein 910 Lakewood Hills Road Eagan, MN 55123 Lot Dakota Township # 27N Block Township Eagan Range # 23W Section # 26 Design must be paid for, by whom it was prepared for, prior to releasing it to any contractor to bid or any City, Township or County office for permitting. We reserve the right to hold design until payment has been received. EAGAN WED taSPECTIONS DEPT.) Bohn ell Drilling Co. 18190 Dairy Lane, Ste 101, Jordan, MN 55352 952- 445 - 4809 /Fax: 952 - 445 - 1439 /www.bohnwell.com Design Info I. Septic System Design A. Design cover Sheet B. Design Summary worksheets C. mound Design Worksheet D. pressure distribution worksheet E. pump selection worksheet F. pump tank sizing and float sittings G. Septic design drawing H. Percolation test worksheets I. Soil boring worksheets 2. Septic system management plan 3. SSTS abandonment form Items Included in Design Packet Dig It Drill It Drain It Your One Stop Contractor Property Site Address: Owner /Client: 'Doug Ochrlein I 910 Lakewood Hills Road, Eagan 1. AVERAGE DESIGN FLOW: A. B. C. Design Flow: 450 Gallons Per Day (GPO) (Gallons Note: The estimated design flow is considered a peak flow rate including factor. For long term performance, the average daily flow is recommended 60% of this value. a safety to be < Septic Tank capacity: 1500 Number of Septic Tanks or Compartments: — Type of Soil Treatment Dispersal Area 2 Effluent Screen & Alarm? No I and 0 Trenches 0 Bed @ Mound 0 At -Grade 0 Drip Distribution Type of Distribution 0 Gravity Distribution 0 Pressure Distribution -Level 0 Pressure Distribution- Unlevel System Type i1 Type I • Type II ■ Type III • Type IV • Type V 2. SITE EVALUATION: A. B. C. D. Depth to Limiting Layer: 24 ,inches I 2.0 Ift Measured Percent Land Slope . I 14.0 % 0.0 Soil Texture: I Clay Loam Percolation Rate: I 35 (Minutes per Inch Soil Hydraulic Loading Rate: I 0.50 JGPD /ft E. Contour Loading Rate 12.0 IGal /ft 3. DESIGN SUMMARY Trench Design Summary Sidewall Depth I Number of Trenches I in Absorption Area I (ft in Trench Width I Iin Total Lineal Feet ft I Maximum Trench Depth Bed Design Summary Media Below Pipe I Absorption Area (ft2 in Bed Length I ft Bed Width I Ift Maximum Bed Depth in Mound Design Summary ft Clean Downslope Total h Absorption Area 375 Bed Length 37,5 ft Bed Width 10.0 Ift Absorption Width I 24.0 Ift Sand Lift 1.0 Ift Berm Width I Upslope Berm Width I 7 ft 39.2 Jft Endslope Berm Width I 13,2 Total System Length I 64 ft System Width I 57 ft At -Grade Design Summary Absorption Upslope System Bed Length I Absorption Bed Width I ft Ift System Height ( ft Absorption Bed Area I ft Berm Width Ift Downslope Berm Width Ift Endslope Berm Width ft Length ft System Width I ft Minnesota Pollution Control Agency OSTP Design Summary Worksheet UNIVERSITY OF MINNESOTA Pressure Distribution Summary No. of Perforated Laterals 3 Perforation Spacing I 3 Ift Perforation Diameter 7/32 lin Lateral Diameter 1.50 in Supply Pipe Diameter l 2 in Flow Rate l 23 GPM Total Head l 12.7 ft 4. ORGANIC LOADING (if pretreatment Is being used) Organic Loading to Pre - Treatment Unit = Design Flow X Estimated BOD in mg /L in the effluent X 8.35 : 1,000,000 I gpd X l mg /L X 8.35: 1,000,000 = ( lbs SOD /day Calculate System Organic Loading : lbs. BOO/ day : Bottom Area = lbs /day /ft I lbs/day = l ft = I Ilbs /day /ft Comments /Special Design Considerations: I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. 64 a r ("( . /� �---- Li, .. J21 f (Designer) Signature) (License #) ( ate) Minnesota Pollution Control Agenc OSTP Design Summary Worksheet UNIVERSITY OF MINNESOTA 1. SYSTEM SIZING: A. Design Flow (Design Summary IA): B. Soil Loading Rate (Design Sum 2D) C. Depth to Limiting Condition: D. Percent Land Slope (Design Sum. 2B): E. Design Media Loading Rate: F. Mound Absorption Ratio: G. Design Contour Loading Rate: 450 IGPD Tabie 1 MOUND CONTOUR LOADING RATES 0.50 IGPD/ft Maasurad Pot rNato 8 Tamils - &rim' mound absorption ratio - I systems. Contour Loading Rata: 2.0 ft 1 14.0 I% IGPD/ft 6.0iiipi these ' 6 I 1.0, 1.3, 2.0, 2.4, 2.6 liz I 1.2 61-120 raPi I 2.4 I z 120 mpr *Systems with >5.0* values are not Type 12.0 IGPD/ft (From Design Summary 2E - same as Linear Loading Rate) Contour Loading Rate is a recommended value. 2. DISPERSAL MEDIA SIZING A. Calculate Required Dispersal Bed Area: Design Flow (1.A) ÷ Design Media Loading Rate (1.E) = ft If a larger dispersal media I 450 I GPD 4. 1.2 1GPD/ft = I 375.0 (ft ÷ Design Media Loading Rate (1.E) = Bed Width area is desired, enter size: 2 ift B. Calculate Dispersal Bed Width: Contour Loading Rate (1.G) 12.0 Ift ÷1 1.2 I gpd/ft = I 10.0 I C. Calculate Dispersal Bed Length: Dispersal Bed Area (2.A) - Bed Width (2.B) = Bed Length 375.0 lit' ÷ I 10.0 ft = 1 37.5 ft D. Select Dispersal Media: I Rock 1 3. ABSORPTION AREA SIZING Note: Mound setbacks are measured from A. Calculate Absorption Width:, Bed Width the Absorption Area. (2.B) X Mound Absorption Ratio (1.F) = Absorption Width Ift Width beyond Bed I 10.0 Ift x I 2.40 I = I 24.0 B. For slopes from 0 to 1%, the Absorption Calculate Absorption Width Beyond the Width is measured from the bed equally in both directions. Bed : Absorption Width (3.A) - Bed Width (2.B) ÷ 2 = (I N/A Ift - N/A ft) ÷I WA I = I N/A Ift C. For slopes >1%, the Absorption Width Calculate Downslope Absorption Width: is measured downhill from the upslope edge of the Bed. Absorption Width (3.A) - Bed Width (2 B) = ft 24.0 ft - 10.0 Ift = I 14.0 ft Comments: Slope, CLR Choice, Material issues Minnesota Pollution Control Agency OSTP Mound Design Worksheet UNIVERSITY OF MINNESOTA 4. MOUND SIZING A. Calculate Clean Sand Lift: 3 feet minus Depth to Limiting Condition (1.C) = Clean Sand Lift (1 ft minimum) 3.0 ft - 2.0 ft = I 1.0 ft B. Calculate Upslope Height: Clean Sand Lift (4.A) + media depth (1 ft.) + cover (1 ft.) = Upslope Height 1.0 ft + 1 1.0 ft + I 1.0 I ft = 3.0 ft 0.34: Slope Multiplier Fable Land Slope % 0 1 2 3 4 5 6 7 8 9 10 It 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 Upslope Bemi Ratio 3:1 3.00 2.91 2.83 2.75 2.68 2.61 2.54 2.48 2.42 2.36 2.31 2.26 2.21 2.17 2.13 2.09 2.06 2.03 2.00 1.97 1.95 1.93 1.91 1.89 1.87 1.85 4:1 4.00 3.85 3.70 3.57 3.45 3.33 3.23 3.12 3.03 2.94 2.86 2.78 2.70 2.62 2.55 2.48 2.41 2.35 219 2.23 2.18 2.13 2.08 2.03 1.98 1.93 Land Stop. % 0 1 2 3 4 5 6 7 8 9 _ 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24. 25 Downslope 3:1 3.00 3.09 3.19 3.30 3.41 3.53 3.66 3.80 3.95 4.11 4.29 4.48 4.69 5.24 5.55 5.88 6.24 6.63 7.04 7.47 7.93 8.42 8.93 9.46 10.02 Berm Ratio 4:1 4.00 4.17 4.35 4.54 4.76 5.00 5.26 5.56 5.88 6.25 6.67 7.14 7.69 8.28 8.92 9.57 10.24 10.94 11.67 12.42 13.19 13.99 14.82 15.67 16.54. 17.44 Select Upslope Berm Multiplier Height (4.B) = Upslope Berm Width C. (based on Land slope): I 2.55 (figure D -34) D. Calculate Upslope Berm Width: Multiplier (4.C) X Upslope Mound 2.55 I ft X I 3.0 I ft = 7.7 ft E. Calculate Drop in Elevation Under Bed: Bed Width (2.B) X Land Slope (1.D) : 100 = Drop (ft) I 10.0 I ft X 14.00 I % + 100= I 1.40 ft F. Calculate Downslope Mound Height: Upslope Height (4.B) + Drop in Elevation (4.E) = Downslope Height I 3.0 ft +1 1.40 ft = I 4.4 ft Select Downslope Berm Multiplier D -34) Height (4.F) = Downslope Berm Width G. (based on land slope): 8.92 (figure H. Calculate Downslope Berm Width: Multiplier (4.G) X Downslope 8.92 x I 4.4 ft = 39.2 ft I. Calculate Minimum Berm to Cover Absorption Area. Downslope Absorption Width (3.B or 3.C) + 4 ft. = ft Ift I 14.0 I ft + 4 I ft = 18.0 J. Design Downslope Berm = greater of 4H and 41: I 39.2 Ift Berm Width K. Select Endslope Berm Multiplier: I 3.00 (usually 3.0 or 4.0) Endslope L. Calculate Endslope Berm (4.K) X Downslope Mound Height (4.F) = I 3.00 ft XI 4.4 ft = 13.2 ft M. Calculate Mound Width: Upslope Berm Width (4.D) + Bed Width (2.B) + Downslope Berm Width (4.J) = ft 7.7 I ft + I 10.0 ft + 39.2 I ft =1 56.9 Ift N. Calculate Mound Length: Endslope Berm Width (4.L) + Bed Length (2.C) + Endslope Berm Width (4.L) = ft 13.2 ft + I 37.5 ft + 13.2 ft = 63.9 ft 5. MOUND DIMENSIONS GREATER THAN 1% SLOPE C . J .o / En dsto 1 5.2 e (4.L) Upslope berm (4.D) 2.0 Upslope (4.D) Dispersal Bed: (2.B x 2.C) 37.5 xl Downslope (4.J) 10.0 I Total Mound Length (4.N) 4" inspection pipe 18" cover on top 7.7 I 39.2 I C C to V I 63.9 I 12" cover on sides (6" topsoil) Downslope berm (4.J) Depth to Limiting (1.C) Limiting, Condition —_ —_-- _ _ _ ___ Absorption Width (3.A) _ Note: 24.0 Endsto +e 4.L :13.2 For 0 to 1% slopes, Absorption Width is measured from the Bedequalty in both directions. For slopes >1 %, Absorption Width is measured downhill from the upstope edge of the Bed. i I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. (Designer) (Signature) (License #) (Date) Minnesota Pollution Control Agency 1. Select Number of Perforated Laterals in system /zone: (2 feet is minimum and 3 feet is maximum spacing) 11. Select Perforation Spacing: Select Perforation Diameter Size Length of Laterals = Media Bed Length - 2 Feet. 38 Number of Perforation Spaces = Perforations Per Lateral = I 13 I I 10 I 38 0 I 39 I ft X ft Perforations X OSTP Pressure Distribution Design Worksheet 2ft = I 36 Ift I 36 I 12 Perf. Per Lateral X I 38 I 39 Spaces ft 9. Select Minimum Average Head: I 1.0 ft 10. Select Perforation Discharge (GPM) based on Table III: I 0.56 ft- 3 perforations 3 3.0 7/32 ft inch 3 Number of Perforations per Lateral is equal to 1.0 plus the Number of Perforation Spaces (Line 5). + 1 = Number of Perf. Laterals Calculate the Square Feet per Perforation. Recommended value is 4 -10 ft per perforation. Does not apply to At- Grades Bed Area = Bed Width (ft) X Bed Length (ft) 380 Square Foot per Perforation = Bed Area divided by the Total Number of Perforations (Line 7). ft 9.7 0.56 GPM per Perforation = ft 12. Select Type of Manifold Connection (End or Center): ❑ End ❑ Center UNIVERSITY OF MINNESOTA BONMINDSfal s .. Minimum /.` perforations spaced 3' a..rt •; c* 2" of rock Perforation can not be closer then 1 foot from edge. Determine the Number of Perforation Spaces. Divide the Length of Laterals (Line 4) by the Perforation Spacing (Line 2) and round down to the nearest whole number. 13 Check Table l to verify the number of perforations per lateral guarantees less than a 10% discharge variation. The value is double if the a center manifold is used. Total Number of Perforations equals the Number of Perforations per Lateral (Line 6) multiplied by the Number of Perforated Laterals (Line 1). ft /perforations 23 Perforation sizing:'/" to 4," Perforation spacing: 2' to 3' 12 Perfs. Per Lateral 39 GPM Spaces Total Number of Perf. Head (ft) to" 1.5 2 0°: 2.5 4.0 5.0`.. I foot 2 feet Perforation Discharge (GPM) 0.22 .:13.26 • 0.29 0.37 0.41 Perforation Diameter ' /u 0.41 0.51 0.59 0.65 0.72 0.83 0.93 0.56'. 0.69 0.89 0.98' 1.13 1 /4 inch and 3/16 inch perforations dwellings 1/8 inch perforations on dwellings other establishments 1/4 inch aid 3/16 inch peforations 1.04 5 feet 1/8 inch perforations on NST5 GPM per Perforation Determine required Flow Rate by multiplying the Total Number of Perforations (Line 7) by the Perforation Discharge (Line 10). V. 0.74 0.9 1.17 1.2E 1.47 1.65 on and for on N575 Minnesota Pollution Control Aoenc OSTP Pressure Distribution Design Worksheet UNIVERSITY OF MINNESOTA Maximum Number of .Pe atioris Per Lateral to <1.0% Discharge darn ' /,, inch Perforations 7132 Inch Perforations Perforation Spacing (Feet) Pipe Diameter (Inches) Perforation Spacing (Feet) Pipe Diameter (inches) 116 114. 2 3 1 114 11 2 3 2 10 13 18 30 +60 2 11 16 . ,, 21 . 3 4 68 21'1 8 12 16 28 54 234 10 14 20 32 6-4 3 8 12 16 25 52 3 9 14 49 .30 60 3116 Inch Perforations 118 Inch Perforations Perforation Spacing (Feet) Pipe Diameter ( Inches) Perforation Spacing Pipe Diameter (Inches) i36 111 2 3 (Feet) 1 116 11e 2 3 2 12 18 26 46 8? 2 21 33 4: . 74 : 149 21t 12 17 24 40 80 232 20 30 41 69 135 3 12 16 22 37 75 3 20 29 38 &4- 428 m ne mowers in me tame assume ena 14. Select Lateral Diameter from Table I above: I 1.50 in manifold (double allowed if center feeding) Table II Volume of l igmd.in Pipe 15. Volume of Liquid Per Foot of Distribution Piping • 16. Volume of Distribution Piping = = [Number of Perforated Laterals (Line 1) X Length of Laterals I 0.110 (Line 4) Gallons /ft X Pipe Diameter (inches) Liquid Per foot ( Gallons) (Volume of Liquid Per Foot of Distribution Piping (Line 15)] 1 0.045 1.25 0.078 I 3 I X I 36 ft X I 0.110 gal /ft = I 11.9 Gallons 1.5 0.110 17. Minimum Dose = Volume of Distribution Piping (Line 17) X 5 2 0.170 3 0.380 I 11.9 gals X 5= I 59.4 ,Gallons 4 0.661 - Cleanouts - - - -_, i Manifold pipe, ,' ' .4..1/4. - - - -- � ��'' ?.�` Alternate location % S.„,.... of pipe from pump � � Pipe from pump _lean outs manifold pipe 1 1 pipe from pump 9 • • • alternate location of pipe from pump I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and taws. (Designer) (Signature) (License #) (Date) Minnesota Pollution Control Aoenc OSTP Pressure Distribution Design Worksheet UNIVERSITY OF MINNESOTA 1. PUMP CAPACITY A. Pumping to Gravity or Pressure Distribution: I 0 Gravity OO Pressure I Selection required 1. If pumping to gravity enter the gallon per minute of the pump: I GPM 2. If pumping to pressure, is the pump for the treatment system or the collection system: 0 Treatment System 0 collection System I Selection required 3. If pumping to a pressurized treatment system, what part or type of system: ■ Soil Treatment Unit ■ Media Filter m Other 4. If pumping to a pressurized distnoution system: I 23.0 GPM (Line 11 of Pressure Distribution or Line 10 of Non -Level or enter if Collection System) 2. HEAD REQUIREMENTS 3. Elevation Difference ( 7 ft Soft treatment system & point of discharge , . between pump and point of discharge: so NOTE: IF system is an individual subsurface sewage treatment system, complete steps 4 - 9. If system is a Collection System, skip steps 4, 5, 7 and 8 and go to Step 10. Met pipe " Elevation difference 4. 5. Distribution Head Loss: 5 ft Additional Head Loss: I ft (due to special equipment, etc.) Distribution Head Loss Friction Loss in Plastic Pipe per 100 ft (C=130) Gravity Distribution = Oft Nominal Pipe Diameter Pressure Distribution based on Minimum Average Head Value on Pressure Distribution Worksheet: Flow Rate {GPM} 1 1 13°z 2 3 Minimum Average Head .. < Distribution Head Loss 10 9.11 3.08 1.27 0.31 1 ft 5ft 12 12.77 4.31 1.78 0.44 2ft 6ft 14 16.99 5.74 2.36 0.58 5ft 10ft 6. 7. 8. 16 - -- 7.35 3.03 0.75 0.10 A. Supply Pipe Diameter: I 2.0 in ft 1 8 9.14 3.76 0.93 0.13 B. Supply Pipe Length: I 40 20 -- 11.11 4.58 1.13 0.16 25 16.79 6.92 1.71 0.24 Based on Friction Loss in Plastic Pipe per 100ft from Table I: of pipe discharge to soil dispersal to supply pipe length for Equivalent Pipe Length 30 - - -- 9.69 2.39 0.33 35 - 12.90 3.18 0s44 Friction Loss = I 1.45 ft per 100ft 40 -- -- 16.52 4.07 0.57 Determine Equivalent Pipe Length from pump area discharge point. Estimate by adding 25% fitting loss. Supply Pipe Length (6.8) X 1.25 = 45 5.07 0.70 50 - - 616 0.86 55 -- 7.35 1.02 40 I ft X 1.25 = 50.0 ft 60 --- --- - -- 8.63 1.20 9. Calculate Supply Friction Loss by multiplying Friction Loss Per 100ft (Line 6) by t 65 - 10.01 1.38 70 -- - -- - -- 11.48 1.60 Supply Friction Loss = 1.45 ft per 100ft X 50.0 ft - 100 = [ 0.7 ft Minnesota Pollution OSTP Pump Selection Design Worksheet UNIVERSITY OF MINNESOTA 10. A. B. I C. 11 • Equivalent length of pipe fittings. Section 10 is for Collection Systems completed for individual subsurface Quantity X Equivalent Length Factor = ONLY and sewage Equivalent does NOT need treatment systems. Length to be NOTE: fittings Williams for different equivalent manufacturer. NOTE: designer design ft Equivalent Length Factors (ft) for PVC Pipe Fittings Fitting Type Pipe Diameter (in.) 1 Gate Valve 1.07 1.38 2.04 90 Deg Elbow 4.03 5.17: ; 7.67 Fitting Type Quantit y Equivalent Length Factor Equivalent Length (ft) 45 Deg Elbow 2.15 2.76 4.09 Tee - Flow;Thru 2.68 3.45 5.11 Gate Valve X = Tee - Branch Flow 8.05 10.30 15.30 Swing Check` Valve 13.40 17,20. ` 25.50 ' 90 Deg Elbow X = Angle Valve 20.10 25.80 38.40 45 Deg Elbow X = Globe -Valve 45.60 -- 58:40 86:90 Butterfly Valve - 7.75 11.50 Tee - Flow Thru X = Equivalent length values for PVC pipe are based on calculations using the Hazen - Equation, See Advanced Designs for SSTS equation. Other pipe material may require equivalent length factors. Verify other length factors with pipe material System installer should contact system if the number of fittings varies from the to the actual installation. Tee - Branch Flow X = Swing Check Valve X = Angle Valve X = Globe Valve X = Butterfly Valve X = Valve 10 X = Valve 11 X Sum of Equivalent Length due to pipe fittings: Total Pipe Length = Supply Pipe Length (5.B) ft = fittings X ( X ( the Elevation ), or Friction ONLY Pipe and + Equivalent Pipe Length ft (h 1 ): Constant) gpm + (Line the Supply a collection (Line (9.A.) X 130) X 3), the Distribution Pipe and system. 9.C) need ONLY Hazen Williams Equation for h 10.5 * (Q - 0 1.85 x L ft + _ h f D 4 * 87 Hazen - Williams friction loss due to pipe (10.5 + Pipe Diameter and supply pipe Flow Rate + Q in gpm L in feet D in inches C = 130 Total Pipe Length (10.B) (Line 5), (10.5 i n 4 ' $7 ) Ift = I ft Total Head requirement is the sum of and either Supply Friction Loss (Line 9 NOTE: Supply Friction Loss (Line 8) need NOTE: Friction Loss from the Supply Difference Loss from be used if NOT Pipe Fittings ft Pipe be Head Loss (Line 4), Additional Head Loss Fittings for collection systems (Line 10.C) used if system is a collection system. 7.0 ft + 5.0 Ift + I 0.7 I ft = I 12.7 Ift 3. PUMP SELECTION A pump must be selected to deliver at least 23 GPM (Line 1 or Line 2) with at least 1 3 feet of total head. Comments: Pump type I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. (Designer) (Signature) (License #) (Date) Minnesota Pollution Control Agenc OSTP Pump Selection Design Worksheet UNIVERSITY OF MINNESOTA DETERMINE AREA AND /OR GALLONS PER INCH 1. A. Rectangle area = Length (L) X Width (W) per Width Radiu foot I Ift X I I ft = ft B. Circle area = 3.14r (3.14 X radius X radius) ■ i Length determine the gallons 3.14 X I 2 ft = I ft C. Tank model and manufacturer (optional): I D. Get area from manufacturer I ft2 E. Get gallons per inch from manufacturer I 28.0 Gallons per inch 2. Calculate Gallons Per Inch: There are 7.48 gallons per cubic foot. Therefore, multiply the area from 1.A, 1.B, or 1.0 by 7.48 to the tank holds. Then divide that number by 12 to calculate the gallons per inch. (Area X 7.48 gallons /ft in /ft) = I I ft X 7.48 gal /ft = 12 in /ft = I 28.0 Gallons per inch TANK CAPACITY 3. Enter the Designed Pump Tank Capacity (minimum provided in the table below): I 1000 Gallons 4. Calculate Total Tank Volume A. Depth from bottom of inlet pipe to tank bottom : 36 in B. Total Tank Volume = Depth from bottom of inlet pipe (Line 4.A) X Gallons /Inch (Line 2) I 36 in X 28.0 Gallons Per Inch = I 1008.0 Gallons 5- Calculate Volume to Cover Pump (The inlet of the pump must be at least 4- inches from the bottom of the pump tank a 2 inches of water covering the pump is recommended) (Pump and block height + 2 inches) X Gallons Per Inch (1D or 2) (I 14 in + 2 inches) X I 28.0 Gallons Per Inch = 448 Gallons DOSING VOLUME 6. Minimum Pumpout Volume - 5 X Volume of Distribution Piping: 59.4 Gallons - Line 17 of the Pressure Distribution or Line 11 of Non -level 7. Calculate Maximum Pumpout Volume (25% of Design Flow) Design Flow: I 450 GPD X 0.25 = I 112.5 Gallons 8. Select a pumpout volume that meets both items above (Line 6 & 7): 115 Gallons 9. Calculate Doses Per Day = Design Flow : Dosing Volume I 450 gpd =I 115 gal =I 3.9 Doses 10. Calculate Drainback: A. Diameter of Supply Pipe= 2 inches B. Length of Supply Pipe = 40 feet C. Volume of Liquid Per Lineal Foot of Pipe = 0.170 Gallons /ft D. Drainback = Length of Supply Pipe X Volume of Liquid Per Lineal Foot of Pipe I 40 I ft X 0.170 gal /ft = I 6.8 Gallons 11. Total Dosing Volume = Dosing Volume (Line 8) plus Drainback (Line 10.D) I 115 gal + 6.8 gal = I 121.8 Gallons 12. Minimum Alarm Volume = Depth of alarm (2 or 3 inches) X gallons per inch of tank (Line 1 or 2) I 2 in X I 28 gal /in = 56 Gallons Minnesota Pollution Control Aa enc OSTP Pump Tank Sizing, Dosing and Float and Timer Setting Design Worksheet UNIVERSITY MINNESOTA OTA TIMER or DEMAND FLOAT SETTINGS Select Timer or Demand Dosing: 0 Timer OO Demand Dose A. Timer Settings 13. Required Flow Rate: A. From Design (Line 11 of Pressure Distribution or Line 10 of Non - Level"): B. Or calculated: GPM = Change in Depth (in) x Gallons Per Inch (Line 1 f ' GPM 'Note: This value must be adjusted after field measurement Et calculation. or 2) / Time Interval in Minutes in X I I gal /in : I min = GPM 14. Choose a Flow Rate from Line 13.A or 13.B above. 15. Calculate TIMER ON setting: Total Dosing Volume (Line 11) /GPM(Line 14) I I GPM OFF ON I I g ' I gpm =I 'Minutes 16. Calculate TIMER OFF setting: Minutes Per Day (1440) /Doses Per Day (Line 9) - Minutes On (Line 15) 1440 min — I doses /day - I min I (Minutes 17. Pump Off Float - Measuring from bottom of tank: Distance to set Pump Off Float = Gallons to Cover Pump (Line 5) / Gallons Per Inch (Line 1 or 2): Inches I I g ' I 'gal /in = I 18. Alarm Float - Measuring from bottom of tank: Distance to set Alarm Float = Tank Depth(4A) - Alarm Depth (Line 13) i lin - I fin = I fin B. DEMAND DOSE FLOAT SETTINGS 18. Calculate Float Separation Distance using Dosing Volume . Total Dosing Volume (Line 12) /Gallons Per Inch (Line 2) + Alarm Depth (Line 13) 19.A) + Float Separation Distance (Line 18) + Alarm Depth (2 - 3 inches) I 121.8 I gal +1 28.0 Igal /in =I 4.4 'Inches 19. Measuring from bottom of tank: A. Distance to set Pump Off Float = Pump Height + Block Height (Line 5) Float (Line Float (19.B) 16 i in + I 2 I in = I 18 'Inches B. Distance to set Pump On Float= Distance to Set Pump - Off I 18 I in + I 4.4 in = 122 'Inches C. Distance to set Alarm Float = Distance to set Pump - On i 22 I in + I 2.0 in = 124 Inches FLOAT SETTINGS DEMAND DOSING TIMED DOSING Alarm Depth 24 in' Alarm Depth in I I i Pump On 22 in 56 Gallons Pump Off in Pump Off 18 i 12 1.8 Gallons ` 504 Gallons i I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. (Designer) (Signature) (License #) (Date) Minnesota Pollution Control Agency OSTP Pump Tank Sizing, Dosing and Float and Timer Setting Design Worksheet UNIVERSITY OF MINNESOTA OTA `'Co cif' Bohn Well Drilling Co. 16550 Baseline Avenue Shakopee, MN 55379 952 - 445 -4809 Gary M. Bohn Lic. #1043 Date: r ,2‘ / /©O. o /MX 6rh G/t "%/e 920 zy v dui 'r hc'ufe 90,p 'h /N r /J Uv f, S, 8� o iN /er /oOo • 93, o / r��� ? Atd / ' Ni` /9 O rJ f a f ,SE( c 74,A /oo o,a/ e h n f/ Vegetation: Soil Survey Map Unit(s): Slope ( %): c f Weather conditions/Time of Day: Elevation: Landscape Position: Summit (Shoulder B. Back/Side Slope Foot Slope Toe Slope Slope Shape: • (circle one) Soil Parent Material(s): it Outwash Lacusti ie Alluvium Loess Organic Matter Bedrock (circle all that apply I Client/ Address: Legal Description/GPS: Dat a CU ArL6,00Cd 14 I e) - P106-& EasAez-v-- co r,. E Onsite Sewage Treatment Program Soil Boring Log Comments/Certified Statement: I hereby certify I have completed this work in accordance with all applicable ordinances, rules and laws. Vegetation: ,� d Soil Survey Map Unit(s): Slope ( %): �� _ rf l Weather eonditions/Time of Day: tom; 4 � ci' �L Elevation: Landscape Position: Summit Shoulder Ira-CIE/Side S `� Foot Slope . Toe Slope Slope Shape: . (circle one) Soil Parent Material(s): ill Outwash Lacustiie Alluvium Loess Organic Matter Bedrock (circle all that apply) I — Client/ Address: Legal Description/GPS: Date: L , t Y'1i c ��. l l� � c.,,'. . �. . � �at�t:. 1--k I >��`:� r �; k cA�::E_ -�� _ yr. o >z ry /CJr✓t l/ , fit, X41. h Concentrations Depletions Gleyed Concentrations Depletions Gleyed Concentrations Depletions Gleyed Concentrations Depletions Gleyed Concentrations Depletions Gleyed Concentrations Depletions Gleyed Granular Platy Blocky Prismatic Single Grain Massive Granular Platy Blocky • Prismatic Single Grain Massive Granular Platy Blocky Prismatic Single Grain Massive • Granular Platy oc ismatic Single Grain Massive r�@tzSifa a Blocky Prismatic Single Grain Massive lad ty Blocky Prismatic Single Grain Massive Weak Moderate Strong Loose Weak Moderate Strong Loose Weak Moderate Strong Loose Strong Loose Weak Strong Loose Stro gg Loose Loose Friable Finn Extremely Firm Rigid Loose Friable Firm Extremely Firm Rigid Loose Friable Finn Extremely Finn Rigid Loose Friable Extremely Firm Rigid Loose Firm Extremely Firm Rigid 1 1 I ------ - Loose Firm Extremely Finn Rigid Vegetation: ,� d Soil Survey Map Unit(s): Slope ( %): �� _ rf l Weather eonditions/Time of Day: tom; 4 � ci' �L Elevation: Landscape Position: Summit Shoulder Ira-CIE/Side S `� Foot Slope . Toe Slope Slope Shape: . (circle one) Soil Parent Material(s): ill Outwash Lacustiie Alluvium Loess Organic Matter Bedrock (circle all that apply) I — Client/ Address: Legal Description/GPS: Date: L , t Y'1i c ��. l l� � c.,,'. . �. . � �at�t:. 1--k I >��`:� r �; k cA�::E_ -�� _ yr. tu o. PO Es" H ro to cto e Onsite Sewage Treatment Program Soil Boring Log co to to to cr o . tT co E o F o 0 c 4z z � nj En cn Vegetation: 0 Soil Survey Map Unit(s): Slope ( %): /o d Weather conditions/Time of Day: 6, �, �r G L Elevation: I i Landscape Position: Summit Shoulder —° ack/Side SW Foot Slope Toe Slope Slope Shape: (circle one) Soil Parent Material(s): it Outwash Lacustiiiie Alluvium Loess Organic Matter Bedrock (circle all that appl Client! Address: Legal Description/GPS: Date: % /// (0 ; J1C ..1:. .)t 1 1 L >t!-�-4?; , Gi'-.S, C � I —' ldt 1 pa at te r, Concentrations Depletions Gleyed I Concentrations Depletions Gleyed Concentrations Depletions Gleyed Concentrations Depletions Gleyed Depletions Gleyed Concentrations Depletions Gleyed Granular Platy Blocky Prismatic I Single Grain Massive Granular Platy Blocky Prismatic Single Grain Massive Granular Platy Blocky Prismatic Single Grain Massive Granular Platy Blocky Prismatic Single Grain Massive Granular Platy Pr Single Grain Massive Granular aty Blocky Prismatic Single Grain Massive Weak Moderate Strong Loose Weak Moderate Strong Loose Weak Moderate Strong Loose Weak Moderate Strong Loose Weak Mtsdet Strong Loose Weak Strong Loose Loose Friable • Firm Extremely Finn Rigid i Loose Friable Finn Extremely Finn Rigid Loose Friable Finn Extremely Firm Rigid Loose Friable Finn Extremely Finn Rigid Loose • Friable nn emely Finn Rigid Loose Firm Extremely Firm Rigid Vegetation: 0 Soil Survey Map Unit(s): Slope ( %): /o d Weather conditions/Time of Day: 6, �, �r G L Elevation: I i Landscape Position: Summit Shoulder —° ack/Side SW Foot Slope Toe Slope Slope Shape: (circle one) Soil Parent Material(s): it Outwash Lacustiiiie Alluvium Loess Organic Matter Bedrock (circle all that appl Client! Address: Legal Description/GPS: Date: % /// (0 ; J1C ..1:. .)t 1 1 L >t!-�-4?; , Gi'-.S, C � I —' o CD to es cr R � co y tv o c z g zg ,-3 C . 1 Onsite Sewage Treatment Program Soil Boring Log Vegetation: 4,„ y 5 Soil Survey Map Unit(s): Slope ( %): / % Weather conditions/Time of Day: ti Iy r Elevation: 4 Soil Parent Material(s): Outwash Lacusti-iike Alluvium Loess Organic Matter Bedrock (circle all that apply) Legal Description/GPS: Date: c /f/ G �4y (poi 62a4 -- lin /oy, %' � Op / il2H L Concentrations Depletions Gleyed Concentrations Depletions Gleyed oncentratt�'g Depletions Gleyed Concentrations Depletions Gleyed Concentrations Depletions Gleyed Concentrations Depletions Gleyed Granular Platy Blocky Prismatic Single Grain Massive Granular Platy Blocky Prismatic Single Grain Massive Granular Pla g Prismatic Single Grain Massive Granular Platy Prism Prrsmatrc Single Grain Massive r Blocky • Prismatic Single Grain Massive Platy Blocky Prismatic Single Grain Massive Weak Moderate Strong Loose Weak Moderate Strong Loose Weak Sri,- ._,.� Strong Loose Weak era Strong Loose Weak odera tmS rig Loose 1 I Weak o era, 1 rig Loose Loose Friable Finn Extremely Firm Rigid Loose Friable Finn Extremely Firm Rigid Loose ,,�� Extremely Firm Rigid Loose Friable Extremely Firm Rigid nF able Firm Extremely Finn Rigid i ri able Finn Extremely Firm Rigid Vegetation: 4,„ y 5 Soil Survey Map Unit(s): Slope ( %): / % Weather conditions/Time of Day: ti Iy r Elevation: I I Landscape Position: Summit Shoulder :lack/Side Slope Foot Slope . Toe Slope Slope Shape: • Soil Parent Material(s): Outwash Lacusti-iike Alluvium Loess Organic Matter Bedrock (circle all that apply) Legal Description/GPS: Date: c /f/ eD as eo r,. o 4 0 CU o r e • z rsi Onsite Sewage Treatment Program Soil Boring Log fJ G r0 3j 3T Soil Survey Map Unit(s): 3f Day: r lc' .0 fy lG Summit Shoulder ( Sldpe ,. Foot Slob / `Y 704 iii /c a 1-7.., /0 �- L ���. No o N /c7 � am 4 ic / 3S' /c7 p^ yr 2 x Depletions Gleyed Concentrations Depletions Gleyed Concentrations Depletions Gleyed Concentrations Depletions Gleyed Concentrations Depletions Gleyed Concentrations Depletions Gleyed • Prismatic Single Grain Massive iPiri;ffiilarr Platy Blocky Prismatic Single Grain Massive Prismatic Single Grain Massive Loiuc Ismatic Single Grain Massive Platy Blocky Prismatic Single Grain Massive ` ranu� Blocky Prismatic Single Grain Massive ' Weak oden�,e% Strong Loose 'Weak o to Strong Loose Strong Loose Strong Loose Strong Loose 171V4li1 au,/ Strong Loose Loose Friable Extremely Firm Rigid Loose ?Fait e—� Finn Extremely Firm Rigid Loose Friable Extremely Firm Rigid Loose Friable Extremely Finn Rigid Firm Extremely Firm Rigid Loose Firm Extremely Finn Rigid ep rt cr D. fD 0 4 O - R. I Soil Survey Map Unit(s): 3f Day: r lc' .0 fy lG Summit Shoulder ( Sldpe ,. Foot Slob Outwash Lacustrme Alluvium Loess I 1 Legal Description/GPS: Date: r- k 1 l e, ec C ep rt cr D. fD 0 4 O - R. Percolation Test Data Sheet Company Name Bohn Well Drilling Percolation Test Performed By: Gary Bohn Tested For: Doug Oehrlein Test Hole Location: 910 Lakewood Hills Road, Eagan, MN Test Hole #: P -1 Method of scratching sidewall: 1 x 2 wih nails Depth at bottom of hole Date presoak started Depth of initial water filling: Date perc reading conducted: 12 I 5/25/2011 I Method used to maintain 12" of water depth in hole for 4 hours auto fill I 2/26/11 Maximum depth above hole bottom during test Percolation Rate = 35.7 minutes per inch inches 10" above hole bottom 6 Diameter of Hole Depth of gravel at bottom: 2 inches Stared at: Starting at: inches License #: 1043 6 inches I 9:30 AM 8:10 AM Time Time interval Measurements ' Drop in Water Level Percolation; Rate Refill To .: Minutes inches inches Minutes /inch 8:10 6 8:30 20 5 7/16 0.56 35.7 8:50 20 5 7/16 0.56 35.7 9:10 20 5 7/16 0.56 35.7 6 ins. 6 ins. 6 ins. 5/26/2011 2:03 PM 1 Percolation Test Data Sheet Company Name Bohn Wet Drilling Percolation Test Performed By: Gary Bohn Tested For: Doug Oehrlein Test Hole Location: 910 Lakewood Hills Road, Eagan, MN Test Hole #: P - 2 Method of scratching sidewall: 1 x 2 wih nails Depth at bottom of hole Date presoak started Depth of initial water filling: Date perc reading conducted: 12 5/25/2011 Maximum depth above hole bottom during test Percolation Rate = 35.7 minutes per inch nches 10" above hole bottom Method used to maintain 12" of water depth in hole for 4 hours auto fill I 2/26/11 I 6 Diameter of Hole Depth of gravel at bottom: 2 inches Stared at: Starting at: inches License #: 1043 6 inches I 9:30 AM I 8:10 AM I Time Time Interval Measurements Drop in Water Level Percolation Rate Refill To Minutes Inches Inches Minutes/inch 8:10 6 8:30 20 5 7/16 0.56 35.7 6 ins. 8:50 20 5 7/16 0.56 35.7 6 ins. 9:10 20 5 7/16 0.56 35.7 6 ins. 5/26/2011 2:03 PM 1 UNIVERSITY OF MINNESOTA 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 Oehrlein Property Address 910 Lakewood Hills Road, Eagan System Designer Gary Bohn System Installer Bohn Well Drilling License # 1043 Service Provider/Maintainer Bohn Well Drilling Phone 952 -445 -4809 Permitting Authority Scott County Permit # Date Inspected Keep this Management Plan with your Septic System Owner's Guide. The Septic System Owner's Guide includes a folder designed to hold maintenance records including pumping, inspection and evaluation reports. Ask your septic professional to also: • Attach permit information, designer drawings and as- builts 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, call 1- 800 - 876 -8636 or go to http: / /shop.extension.umn.edu/ http://septic.umn.edu Property ID 104435101020 License # 1043 Phone 952 -496 -8475 1 Soil Treatment Area System Type: 0I OII 0 III OIV* 0 V* (Based on MN Rules Chapter 7080.2200 — 2400) Septic Tank 0 ❑ One tank Tank volume: 1500 gallons p p ❑ Pump Tank (if one) 1000 gallons Does tank have two compartments ? ®Y ON Two tanks Tank volume: gallons Effluent Pump type: Goulds PE 41 TDH 13 Feet of head Tank is constructed of CO NCRETE Anticipated average daily flow (gpd): Pump capacity 23 GPM Effluent Screen type: Alarm ✓ visual ✓ audible In -home business? What type? _ Soil Treatment Area System Type: 0I OII 0 III OIV* 0 V* (Based on MN Rules Chapter 7080.2200 — 2400) Mound /At -Grade area (length x width): 64 ft x 5 7 ft P a Cleanouts or Inspection Ports Surface Water Diversions Rock bed size (length x width): 38 ft x 10 ft Well depth (ft): >100' a Cased well Casing depth: >100' Septic System Specifics System Type: 0I OII 0 III OIV* 0 V* (Based on MN Rules Chapter 7080.2200 — 2400) ❑ System is subject to operating permit* ❑ System uses UV disinfection unit* Type of advanced treatment unit *Additional Management Plan required Dwelling Type Well Construction Number of bedrooms: 3 Well depth (ft): >100' a Cased well Casing depth: >100' System capacity/ design flow (gpd): 450 ❑ Other (specify): Anticipated average daily flow (gpd): Distance from septic (ft): >100' Comments Is the well on the design drawing ?0Y Q N In -home business? What type? _ UNIVERSITY OF MINNESOTA Cross - section of mound in3Pectfan pipe' Front puenr cu,k Septic System Management Plan for Above Grade Systems -Ue Maw Your Septic System hispection pipe -2 UNIVERSITY OF MINNESOTA Septic System Management Plan for Above Grade Systems Homeowner Management Tasks These operation and maintenance activities are your responsibility. Use the chart on page 6 to track your activities. Identify the service intervals recommended by your system designer and your local government. The tank assessment for your system will be the shortest interval of these three intervals. Your pumper /maintainer will determine if your tank needs to be pumped. System Designer: check every 36 months Local Government: check every 36 months State Requirement: check every 36 months My tank needs to be checked every 36 months Seasonally or several times per year ❑ Leaks. Check (listen, look) for leaks in toilets and dripping faucets. Repair leaks promptly. ❑ Surfacing sewage. 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, call your service professional. Untreated sewage may make humans and animals sick. ❑ Alarms. Alarms signal when there is a problem; contact your maintainer any time the alarm signals. ❑ Lint filter. If you have a lint filter, check for lint buildup and clean when necessary. Consider adding one after washing machine. ❑ Effluent screen. If you do not have one, consider having one added the next time the tank is cleaned. Annually ❑ Water usage rate. A water meter 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. ❑ Review your water usage rate. Review the Water Use Appliance chart on Page 5. Discuss any major changes with your pumper /maintainer. During each visit by a pumper /maintainer ❑ Ask if your pumper /maintainer is licensed in Minnesota. ❑ Make sure that your pumper /maintainer services the tank through the manhole. (NOT though a 4" or 6" diameter inspection port.) ❑ Ask your pumper /maintainer to accomplish the tasks listed on the Professional Tasks on Page 4. UNIVERSITY OF MINNESOTA These are the operation and maintenance activities that a pumper /maintainer performs to help ensure long -term performance of your system. Professionals should refer to the O/M Manual for detailed checklists for tanks, pumps, alarms and other components. Call 800- 322 -8642 for more details. ❑ Written record provided to homeowner after each visit. 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 drainfield.) ❑ Inspection pipes. Replace damaged 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 operating properly. ❑ Event counter or run time. Check to see if there is an event counter or run time log for the pump. If there is one, calculate the water usage rate and compare to the anticipated average daily flow listed on Page 2. Soil Treatment Area ❑ Inspection pipes. Check to make sure they are properly capped. Replace caps that are damaged. ❑ Surfacing of effluent. Check for surfaced effluent or other signs of problems. ❑ Lateral flushing. Check lateral distribution; if cleanouts exist, flush and clean as needed. ❑ Ponding. Check for ponding. Excessive ponding in at -grade and mound beds indicates problems. All other components — inspect as listed here: Septic System Management Plan for Above Grade Systems Professional Management Tasks 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 a liquid or easily biodegradable detergents. • Install a ling filter after the washer and an effluent screen on your tank. • Wash only full loads. • Limit use of bleach -based detergents. • Think even — spread your laundry loads throughout the week. 2nd floor laundry • The rapid speed of water entering the tank may reduce performance. • Install an effluent screen in the septic tank to prevent the release of excessive solids to the soil treatment area. • Be sure that you have adequate tank capacity. 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 into a sump pump or directly out of the house. Do not route furnace recharge 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 likely overload the system. UNIVERSITY OF MINNESOTA Septic System Management Plan for Above Grade Systems Water -Use Appliances and Equipment in the Home 5 UNIVERSITY OF MINNESOTA Track maintenance activities here for easy reference. See list of management tasks on pages 3 and 4. Activity Check frequently: Leaks: check for plumbing leaks Soil treatment area check for surfacing Lint filter: check, clean if needed Effluent screen: if owner - maintained Check annually: Water usage rate (monitor frequency ) Caps: inspect, replace if needed Water use appliances — review use Other: Date accomplished Notes: Mitigation /corrective action plan: Septic System Management Plan for Above Grade Systems Maintenance Log "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: Bohn Well Drilling Permitting Authority: Eagan, City of Certification # 1 043 ©2009 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. -6- Minnesota Pollution Control Agency 520 Lafayette Road North St. Paul, MN 55155 -4194 Instructions This form is offered to meet the abandonment requirements of Minn. R. 7080.2500 and Disclosure Requirements of Minn. Stat. § 115.55, subd. 6. Future water supply well placement can also be affected by an abandoned SSTS. The use of this form is not mandatory; however the information on this form must be submitted to the local government unit (LGU) within 90 days after the abandonment. This form may be completed by a certified SSTS practitioner or by an individual who has direct knowledge of how the system was abandoned. Property Information Date of abandonment: Reason for abandonment: installing new system Property owner name(s): Oehrlein Property owner's address: 910 Lakewood Hills Road, City: Eagan State: MN Zip: 55123 Site address (if different): City: State: Zip: Compliance Information 1. All solids and liquids removed from all tanks? ❑ Yes ❑ No Disposal Site: 2. All electrical devices and devices containing mercury removed? ❑ Yes ❑ No Disposal Site: 3. All underground sewage tanks crushed and filled with soil or rock material? ❑ Yes ❑ No or Removed and disposed off site? ❑ Yes ❑ No Disposal Site: 4. Contaminated materials* removed and disposed off site? ❑ Yes ❑ No Disposal Site: 5. All underground cavities ** crushed and filled with soil or rock material? ❑ Yes ❑ No or: Removed and disposed off site? ❑ Yes ❑ No Disposal Site: 6. Future discharge to system permanently denied? ❑ Yes ❑ No Method(s) used: SSTS Abandonment Reporting Form. Subsurface Sewage Treatment Systems (SSTS) Program) *Contaminated materials = Distribution media, soil or sand within three feet of the system bottom, distribution pipes, geotextile fabric /rosin paper /straw, tanks, contaminated soil around leaking tanks, any soil that received sewage from a surface failure (7080.2500 subp.3). * *Underground cavities = Cesspools, leaching pits, drywells, seepage pits, vault privies, pit privies, pump chambers (7080.2500 subp. 1). Does not include chamber media, drop boxes, or distribution boxes. www.pca.state.mn.us • 651 - 296 -6300 • 800 - 657 -3864 • TTY 651- 282 -5332 or 800-657-386-4 • Available in alternative formats wq- wwists4 -03 • 11/21/08 Page 1 of 2 Ma p Include location of building sewer, septic tank(s), soil dispersal system, cesspools, seepage pits, and other pits. Also include a permanent reference point(s) and dimensions. Certification 1' North I hereby certify the system was abandoned in accordance with Minn. R. 7080.2500 and any local requirements. Name (please print): Bohn Well Drilling Title: Address: 18190 Dairy Lane City: Jordan State: MN Zip: 55352 Phone: 952 -445 -4809 License # if applicable): 1043 Date: Signature: www.pca.state.mn.us • 651- 296 -6300 • 800- 657 -3864 • TTY 651-282-5332 or 800 -657 -3864 • Available in alternative formats wq- wwists4 -03 • 11/21/08 Page 2 of 2 INDIVIDUAL SEWAGE SYSTEM AS -BUILT Owner: Q Yilcn Project Address House Type l I III Property ID No.(PIN) City/Twp 6c(ah. Installed for_Bdrms or 6 aI /d Commercial Use? Y ['New Replace ['Repair ddition Property Transfer Upgrade? Bsmt Lift Pump? Y((1�uture. Jacuzzi? YQV Garb"Disp'/�Y�i Soil Survey Map Uni Soil Compact ?Y Fill Soil? Y N Circle Soil exture: (Faster than 0.1 mpi) Coarse Sand Medium Sand Loamy Sand 0.83 FINE SAND 1.67 Sandy Loam 1.27 Loam 1.67 Silt Loam, Silt 2.00 Sandy Clay Loam 2.2 Silty Cla -. m ay, Clay 4.2 (Slower than 120 mpi) Soil dry enouor construction. Y N SETBACKS: Prop.Lines i /A Bldgs 10' to Tank50 & 20' to Drnfld S® Well(s) setback QO ( )not installed yet Well Depth ()Orig. Well Record ( )Measured Distance to Lake wA Creek NA Wetland ,VA Buried Water Pressure Lines 10' to TanIs4 Drnfld? Nh' System located by Photos? Y /Q GPS? Y N SEPTIC / HOLDING TANK(S) 91 New ❑ Existing Liquid Capacity ',coo a-c- 1 compartment or 2 ? Made by ( Watertight? VN Baffle Type: Plastic Fiberglass Sanitary-T Concr e No. of Inspection Pipes/ 4" / 6" diq[n. Tank - el? No. /Diam. Manhole Access 7( .1 No. & Height of Manhole Risers t/3" New Tanks 4 ft or less below Final Grade Pipes into Tank Sealed? with i ( Lc? Riser into Tank Base Sealed? with Outlet Effluent Filter MOUND / ATGR Percent Slope /t/ Dike Width Clean Rock? Clean Sand'{ Inches to Mo' Thng Pert Size /Spacing Rock Bed Size / Sand Base Size Upslope needing drain Grading done: Rough ()Seeding ( )Sod to be done by: Y/ Spacing IN GeoTextile Cover ?Y /N " Soil Backfill Depth Made by ze? Made by A. __ :.tion Area: Sq Ft Lineal Ft /° Trench Bottom to mottling / bedrock? inches Up $ Down y17 Side ! 4 PUMP TANK Made by W>`CS@r Capacity 2 Depth Below Pipe f inches No. & Height of Risers «d ` Sealed? Depth Upslope /i/ " Downslope Pump Manufact rer b'dv%Gf3 Model # t� ' / Horsepower n ` jy GPM '23 Feet of Head Cycles Per Day i 30` Gallons Per Cycle 3- Size of Discharge Line 1.5" Type of Electrical Hookup diversion? Y /(Provided? Y/ Alarm L Alarm: C cle Counter N Type E: Scarification Method: OvNe Pipe Size /Spacing /,,? 442 '/1 Final Cover Depth Supplier: I hereby certify, as installer, that this individual sewage treatment system was installed according to the approved design, and as applicable, this Municipality's Sewage Treatment System Ordinance, & accurately locates all system components for later relocation. Installer �j Sign /71, L�( Date: /' 1/ Inspec S Sign � .�� - . � - ,sp Date: A White copy:Count ellow:Owner ink:lnstaller o:\emgmt\forms\walm\ists\as-built-form.doc Owner informed to preserve Reserve Area? v Owner given Septic System Owner Guide? Y TRENCHES / BED OR GRAVELLESS DRAIN Drop boxes level? Y / N Type concrete / plastic Trench Depth Width Number of Trenches Trench Botto Trench Lengths Rock Clean ?Y /N 2" over P Depth Below Pipe? N Gravelless Pi 4- /a Approved: No v Date Installed c i /'/ // Permit No 4D77S Q, 7 t 14 1.6 WPod /i1/ .4oa‘e, - _ _ (Dak Co Tax Info 651 - 438 -4576, or www.co.dakota.mn.us) 0 ank Al ize? Level Alarm / Other N Water Meter? Y Yes with Conditions: Line drawn from Tanks Pump Truck Access 100'? Y/ N RESERVE AREA? Y Fenced Off? Y / e Designated Registered L ILA + Professional Onsite y_ 1A /pij PCA Lic. No Company Name Ybbhn Y�' L 1 It , - (� t)) I )ni (iV Ph "1"11.4' 3 4q Address MID (� tD bal ✓L) vl. J10. '0) ,101 UNIVERSITY OSTP As -Built Form OF MINNESOTA Owner: ►JCi1& & Cx t\c ?GAlr<<.1c1_ t hy' k h Parcel Number: 1b4-435 01 DJ Street/City/Zip Code:to gaitu.3o04 - Hs { , 1 a44 fitJ i 6 i a3 Lot: Section: -(p Township: c % N Range: c3 q-11-1-11 Installation Date: Installer: P' WOk Dr; Ili 6o License Number: (O3 Is the system in Shoreland, serving a MDH facility or in a Wellhead Protection area? ❑ YES fir Number of Bedrooms/ Flow Rate: .S 46D # / gpd Septic Tanks, No & Size: 1.SOO Pump Tank Size: 1000 gal Tank Manufacturer: W i used` Date of Manufacture: (7-1)-1, Maximum Burial Depth: ° Pump Size: . Lf hp Soil Treatment Area: Al TYPEI ❑ TYPE II ❑ TRENCH ❑ BED Limiting Layer/Depth: Model # NO #/gal gpm j. ft of TDH Floats properly set? ' YES ❑ NO ❑ TYPE III ❑ TYPE IV ❑ TYPE V MOUND ❑ AT -GRADE❑ WARRANTIED FiI OTHER: Describe: Po tf i -o k SSS" Adsorption width: a v° -P 1 ter IA- las+ 5cp h`C.- �aw k ov f'f e - t I Depth from Surface: Rock or Slat depth: Diameter of Gravelless: Trench Width: ft Bottom Square Feet Area: Design Variances: Site Drawing: ft2 Rockbed Size: 10 X 3g Sand depth: i'/ to a9 ` (under mound) W61ss b chAteS go' crow. W e l177 ht w WS 5-0 Prom pa - 1 4-0 µDu v16(, alarm fS %/I hieckor Bemarl` North 1 Items to be Identified: 1. Septic, holding and pump tanks, piping, and soil system configuration. Label bed or trench width and length or rockbed size, absorption width and final dimensions. Indicate alarm location. 2. Show all setbacks from tank and soil system a. Property boundries b. Buildings c. Wells d. Water bodies e. Road right-of-way 3. Improvements - present and future. 4. Benchmark location and distance of tank and soil system from benchmark 5. Replacement site 6. Abandoned syst Other Information: List any further system descriptions: List any material testing results (jar test, sieve analysis, etc): List conditions during construction: ` .� f 1R1�, 1 .t tit s �{strr . U List who is responsible for establishing vegetative cover: ,r herby certify that I have completed this work in accordance with applicable ordinances, rules, and laws. 649%- GvLr,G daLGt (Installe Io 43 (license #) ?-191—/i (Date) © 2009, Regents of the University of Minnesota. All rights reserved. For additional copies or for Americans with Disabilities Act accommodations, please call (800) 322-8642. University of Minnesota is an equal opportunity educator and employer. Updated 09/09.