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2875 Lexington Ave - Septic Approved Design 2024APPLICATION FOR SEPTIC PERMIT lnapectron, (no. Perm It "16120 CbIppondate Ave. Sults 104 'Rosemount,•MN 88068 Cate i2ecslvsd: Phone; 681-322-6626 or 800-322.0163 iFt3x: 661.32=1680 Please p{!nt all lnlo m ion /''� Q 1 Propertyowner Name:. ( / �' Ti's LAS _ _^ —T..� �7 ( ast m ams, t Irat Name) Address; ` � 1�'l � %',— (Street or Ox,ultyl State, Zlp ode) Slta Addrpsa• _�. 00. — !90r A—Property Identification Number(PIN)%�,,903W COPY OF S1!Tlr EVALUATION 0 S TEM DESI N MUST IJE ATTACHED A 100 Doslgnar; Name A/ddress /� g 1 glop one _ atate Llconse ti Inotaller: `i Mum I-mvi (4411 AND r rad w . 1 �•• 1�iw+� a.� �.� uwW, ��ti� w n �YrY� n Prepared For; �:_.....� ............. Prepared Prepared .�3 y :_w � h .r�.��._._.._.�f�s�al�_........_....._.�..,....._...._...._.. 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Property Card Owner Information Fee Owner EAGAN PARTNERS -M LLC Mailing Address 5201 EDEN AVE STE 50 EDINA MN 55436 Property Address Address 2875 LEXINGTON AVE Municipality EAGAN Parcel ID Number 10-00300-76-020 Parcel Information Sale Date Total Acres 1.00 Sale Value $0.00 RNV Acres 0.07 Uses RESIDENTIAL Water Acres Plat SECTION 3 TWN 27 RANGE 23 Lot and Block 3 27 23 Tax Description N 91.71 FT OF S 256.71 FT OF E 475 FT OF NE 114 OF SE 114 2024 Building Characteristics (payable 2025)* Building Type S.FAM.RES Year Built 1958 Bedrooms 3 Building Style ONE STORY Foundation Sq Ft 1,548 Bathrooms 2.50 Frame WOOD Above Grade Sq Ft 1,548 Garage Sq Ft 672 Multiple Buildings Finished Sq Ft 2,460 Other Garage Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve Open Space 197 EAGAN-INVER GROVE NON HOMESTEAD HEIGHTS 2024 Land Values (payable 2025) 2024 Building Values (payable 2025)` 2024 Total Values (payable 2025)` 2023 Total Values (payable 2024)" Net Tax (payable 2024) $2,664.00 Assessor Valuation Taxable $142,300.00 $165,100.00 $307,400.00 $298,300.00 Property Tax Information Special Assessments (2024) $0.00 Estimated $142,300.00 $165,100.00 $307,400.00 $298,300.00 Total Tax & Assessments (2024) $2,664.00 * Manufactured Homes Payable the Same Year as Assessment. Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search, appraisal, survey, or for zoning verification. Parcel data current as of 04/24/2024 Dakota County, MN Page 1 of 1 C. n?sci las Subscribe® Archived Sol] Surveys Sail Survey Statur, Gdlassary Preferences Link Logout Help A � A dQ, Area of Interest (ADI) Soil Map Soil Data Explorer Download Soils Data Shopping Cart (Free) Printable Version I Add to Shopping Cartl Search Map Unit Legend Dakota County, Minnesota (MN037) Dakota County, Minnesota (MN037) Map Unit Map Unit Name Acres Percent of Symbol in AOI AOI 39132 Wadena loam, 2 0,2 8.4% to 6 percent slopes, eroded 411A Waukegan silt 1.6 86.4% loam, 0 to 1 percent slopes 889B Wadena-Hawick 0.1 5.3% complex, 2 to 6 percent slopes Totals for Area of 1.9 100.00/0 Interest Scale {not Eu Warning. Soil Map may not be valid at this scale. You have zoomed in beyond the scale at which the soil map for this area is intended to be used. Mapping of soi mapped at 1:15,800. The design of map units and the level of detail shown in the resulting soil map are depen Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and a contrasting soils that could have been shown at a more detailed scale. FOIA I Accessibility Statement I Privacy Policy I Non -Discrimination Statement I Information Quality I USA.gov I White House ' Prnperty Informat«n Search Quick St,rv., i- Search Address or Parcel It CZ Li El L I .'7., Imo..` �.a � 0 30 h0ft ©2024 Dakota County — All Rights Reserved Disclaimer Pte. got 0 _C L,ON517t,V� SFwAGs 1,11111NIAk MINNESOTA POLLUTION TREATMENT Design Summary Page M CONTROL AGENCY PROORAM 1. PROJECT INFORMATION v 03.15.2023 Property Owner/Client: Project ID: CAPITAL PARTNERS Site Address: Date: 04/27/24 2875 LEXINGTON AVE.SOUTH EAGAN Email Address: Phone: 2. DESIGN FLOW Et WASTE STRENGTH Attach waste strength data/estimated strength for Other Establishments Design Flow: 450 GPD Anticipated Waste Type: Residential BOD:mg/L TSS:mg/L Oil Et Grease:mg/L Treatment Level: Select Treatment Level C for residential septic tank effluent 3. HOLDING TANK SIZING Minimum Capacity: Residential =1000 gal or 400 gal/bedroom, Other Establishment = Design Flow x 5.0, Minimum size 1000 gallons Code Minimum Holding Tank Capacity: Gallons with Tanks or Compartments Recommended Holding Tank Capacity: Gallons with Tanks or Compartments Type of High Level Alarm: (Set @ 75% tank capacity) Comments: 4. SEPTIC TANK SIZING ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,, A. Residential dwellings: Number of Bedrooms (Residential): Code Minimum Septic Tank Capacity: 1500 Gallons with Tanks or Compartments Recommended Septic Tank Capacity: 1500 Gallons with Tanks or Compartments Effluent Screen Et Alarm (Y/N): No Model/Type: ... ...................................................................................................................................................................................................................................................................: ........................................................................................................................................................................................................................................................ B. Other Establishments: Waste received by: GPD x =Days Hyd. Retention Time Code Minimum Septic Tank Capacity: Gallons with Tanks or Compartments Recommended Septic Tank Capacity: Gallons with Tanks Or Compartments Effluent Screen Et Alarm (Y/N): Model/Type: ” Other Establishments Require Department of Labor and Industry Approval and Inspection for Building Sewer' 5. PUMP TANK SIZING Soil Treatment Dosing Tank Other Component Dosing Tank: Pump Tank Capacity (Minimum): 450 Gal ': Pump Tank Capacity (Minimum): Gat Pump Tank Capacity (Recommended): 1000 Gal Pump Tank Capacity (Recommended): Gal Pump Req: 23.0 GPM Total Head 17.4 ft Pump Req:GPM Total Headft Supply Pipe Dia.2.00 in Dose Vol: 112.0 gal Supply Pipe Dia. F7in Dose Vol: Gal • Flow measurement device must be incorporated for any system with a pump: Elapsed Time Meter and/or Event Counter t.nawna f�.rM� ONSlT£ SEWAGE Ad& MINNESOTA POLLUTION TREATMENT Design Summary Page CONTROL AGENCY PMI {7UG12AM _V.� b. SYSTEM AND DISTRIBUTION TYPE Project ID: Soil Treatment Type: Mound Distribution Type: Pressure Distribution -Level Elevation Benchmark: 100.0 ft Benchmark Location: TOP OF FOUNDATION MPCA System Type: Type I Distribution Media: Rock Type lli/IV/V Details: 7. SITE EVALUATION SUMMARY: ...................................................................................................................................................................................................................................................................... Describe Limiting Condition: Redoximorphic Features/ Saturated Soils Layers with >35% Rock Fragments? (yes/no) No If yes, describe below: % rock and layer thickness, amount of soil credit and any additional information for addressing the rock fragments in this design. :Note: Depth Depth Elevation of Limiting Condition Limiting Condition: 24 inches 2.0 ft 91.00 ft Critical for system compliance Distribution Elevation >Code Max Depth Minimum Req'd Separation: 36 inches 3.0 ft Elevation Code Max System Depth*: Mound inches 1.q ft 94.00 ft Elevation OK :'This is the maximum depth to the bottom of the distribution media for required separation. Negative Depth (ft) requires a mound. Designed Distribution Elevation: 94.0 ft Minimum Sand Depth: 12.0 inches ........... .... .................. ....................................................................................................... ................................................................................ ............................................ : A. Soil Texture: Silt Loam B. Organic Loading Rate (optional lbs/sq.fUday 0 C. Soil Hyd. Loading Rate: 0.50 GPD/ft2 D: Percolation Rate: EELIMPI E. Contour Loading Rate: Note: F. Measured Land Slope: 4.0 % Note: Comments: 8. SOIL TREATMENT AREA DESIGN SUMMARY Trench: Dispersal Areasq.ft Sidewall Depthin Trench Widthft Total Lineal Feetft No. of Trenches Code Max. Trench Depthin Contour Loading Rate E_7�1ft Minimum Lengthft Designed Trench Depthin Sed: Dispersal Area sq.ft Sidewall Depthin Maximum Bed Depthin Bed Width =ft Bed Lengthft Designed Bed Depthin Mound: Dispersal Area 400.Q sq.ft Bed Length 40.0 ft Bed Width 10.Q ft Absorption Width 24.4 ft Clean Sand Lift 1.0 ft Berm Width (0-1%)ft Upslope Berm Width 10.4 ft Downslope Berm 18.0 ft Endslope Berm Width 10.2 ft Total System Length b0.4 ft System Width 38.4 ft Contour Loading Rate 12.0 gaUft v'ON53 T£ n a SEWAGE 7 MINNESOTA POLLUTION TREATMENT-,,.. PPOGRAM Design Summar Pae .. CONTROL AGENCY ro At -Grade: Dispersal Areasq.ft Bed Lengthft Bed Widthft Upslope Bermft Downslope Bermft Finished Heightft System Lengthft Endslope Bermft System Widthft Level Et Equal Pressure Distribution Soil Treatment Area No, of Laterals Lateral Diameter 1.50 in Lateral Spacing ft Perforation Spacingft Perforation Diameter 7132 in Drainback Volume 3 gal Min Dose Volume 50 gal Max Dose Volume 113 gat Total Dosing Volume 115 gal Non -Level and Unequal Pressure Distribution Soil Treatment Area I Lateral1 Latera12 Lateral Lateral Lateral.5 Lateral Elevation (ft) Pipe Size (in) Pipe Volume (gal/ft) Pipe Length (ft) Perf Size (in) Spacing (ft) Spacing (in) Minimum Dose Volume gal Maximum Dose Volume gal Total Dosing Volume gal 9. Organic Loading and Additional Info for At -Risk, HSW or Type IV Design Organic Loading to Soil Treatment A. Starting BOD Concentration = Design Flow X 0.7 X Starting BOD (mg/L) X 8.35 v 1,000,000 Ogpd X mg/L X 8.35 _ 1,000,000 = tbs. BOD/day (organic Loading Design) B. Organic Loading to Soil Treatment Area: (enter loading value in 713) �mg/L X gpd X 0.7 X 8.35 = 1,000,000=Osq.ft = tbs. /day/sgft HSW Technology Strength Reduction A. Starting BOD Concentration = Design Flow X Starting BOD (mg/L) X 8.35: 1,000,000 Ogpd X Omg/L X 8.35 = 1,000,001 = lbs. BOD/day (HSW Technology Design) B. Target BOD Concentration = Design Flow X Target BOD (mg/ L) X 8.35: 1,000,000 �gpd X mg/L X 8.35 = 1,000,001 = lbs. BOD/day (HSW Technology Design) Lbs. BOD To Be Removed: E . lbs. BOD/day (HSW Technology Design) Pretreatment Technology: *Must Meet or Exceed Target Disinfection Technology: *Required for Levels A Et B 10. Comments/Special Design Considerations: hereby certify that I have completed th's rk�V for ance with al[ applicable ordinances, rules and laws. $7g( -1k, �,r �l :::] (Designer) (Signature) (License #) (Date) ONSITL SEWAGE *` TREATINENT PROGRAM 1. SYSTEM SIZING: A. Design Flow: B. Soil Loading Rate: C. Depth to Limiting Condition D. Percent Land Slope: E. Media (Sand) Loading Rate: F. Mound Absorption Ratio: Mound Design Worksheet MINNESOTA POLLUTION >1% Slope MICONTROL AGENCY Project ID: 450 GPO 0.5o GPD/sgft 2.0 ft 4.0 � 1.2 GPD/sgft 2.4D Table I MOUND CONTOUR LOADING RATES: moasured ITexture - derived Absorption Mound Area Loading Rate Absorption (gAd/1t') Ratio Contour Porc Ratc OR mound absorption ratio 0 1 to 5 Loading 1.6 1 0.1 to 5 (line sane and Inas fine sand 0,6 2 1 1.6 Rato: 5 60mpi OR 1.0. 1.3, 2.0. 2.4, 2.6 < 12 61-120mpi 5.0 c12 W 120 nlpi' %5.0' r6` 12. DISPERSAL MEDIA SIZING v 03.15.20231 TABLE IXa LOADING RATES FOR DETERMINING BOTTOM ABSORPTION AREA AND ABSORPTION RATIOS USING PERCOLATION TESTS Percolation Rate (MPI) Treatment Leve( G Treatment Level A, A•2, 5, Absorption Mound Area Loading Rate Absorption (gAd/1t') Ratio Absorption Mound Area loading Rate Absorption ti6PdlftZ) Ratio '01 1 - 1 0 1 to 5 1.2 1 1.6 1 0.1 to 5 (line sane and Inas fine sand 0,6 2 1 1.6 61015 0.78 1.5 1 1.6 16 to 30 0.6 2 0.78 2 31 to 45 0.5 2.4 0.78 2 46 to 60 0.45 2.6 0.6 2.6 61 to 120 - 5 0.3 5.3 X120 Systems with these values are not Type I systems. Contour Loading Rate (linear loading rate) is a recommended value. A. Hydraulic Absorption Required Bottom Area: Design Flow (1A) = Design Media Loading Rate(1 E) 450 GPD 1.2 GPD/sqft = 375 sq.ft ----------------------------------------------------------1 Organic Sizing (OPTIONAL) B. Organic Absorption Bed Area = Organic Loading (Summary 9A) , Organic Soil Loading Rate (Summary 7B) IIlbs BOD lbs BOD/sq.ft = sq.ft j ---------------------------------------------------- C. Required Bed Area = Greater of Hydraulic (1 D) or Organic Bed Area (1 E) 375 sq.ft D. Designed Dispersal Media Area: 400 sq. ft Optional upsizing of area to be larger than 2C B. Enter Dispersal Bed Width: 10.0 ft Can not exceed 10 feet C. Calculate Contour Loading Rate: Bed Width(213) X Design Media Loading Rate(11E) 10 ft X 1.2 GPD/sgft = 12.0 gal/ft Can not exceed Table 1 D. Calculate Minimum Dispersal Bed Length: Dispersal Bed Area(2A) , Bed Width(26) 400 sqft : 10.0 ft w 40.0 ft If a larger dispersal media Length is desired, enter size:ft 13. ABSORPTION AREA SIZING A. Calculate Absorption Width: Bed Width(26) X Mound Absorption Ratio(1F) 10.0 ft X 2.4 = 24.0 ft B. For slopes >1%, the Absorption Width is measured downhill from the upslope edge of the Bed. Calculate Downslope Absorption Width: Absorption Width(1F) - Bed Width(713) 24.0 ft - 10.0 ft = 14.0 ft 14. DISTRIBUTION MEDIA: Project ID: Select Dispersal Media: ROCK A. Rock Depth Below Distribution Pipe 1 9 lin B. Registered Media Registered Media Depth in Specific Media Comments: Enter Either 4A or 4B Check registered product information for specific application details and design 15. MOUND SIZING Project ID: A. Clean Sand Lift: Required Separation - Depth to Limiting Condition = Clean Sand Lift (1 ft minimum) 1.0 ft - 2.0 ft = 1.0 ft Design Sand Lift (optional): ft B. Upslope Height: Clean Sand Lift(6A) + Depth of Media(4AorB) +Depth to Cover Pipe+ Depth of Cover (1 ft) 1.0 ft + 0.75 ft + 0.25 ft + 1.0 ft= 3.0 ft LandSlope%='i _ ,,.4 ,,:,1." Z': 3.,. 4 r ,:5.: 6.', 7: $%: 9: 10: .11' 12 _. Upslope Berm Ratio57. 3:1 3.00 2.91 2.83 2.75 2.68 2.61 2.54 12.48 2.421 2.36 12.3112.26 2.21 3 45, 33< .3 ,23'; .3.12: 3 t73 Z94". ,2.$b; ; 2:7$; `2.70 C. Select Upslope Berm Multiplier (based on land slope): 3.45 D. Calculate Upslope Berm Width: Multiplier (5C) X Upslope Mound Height (56) 3.45 1 X 3.0 ft = 10.4 ft E. Calculate Drop in Elevation Under Bed: Bed Width(2B) X Land Slope(1 D) + 100 = Drop (ft) 10.0 1 ft X 4.0 % + 100 = 0.40 ft F. Calculate Downslope Mound Height: Upslope Height(5B) + Drop in Elevation(5E) 3.0 ft + 0.40 ft = 3.4 ft 3_'' 4 : 5 `. 5s 8_ 9. 10..- ' 11 12 7.: ;:.., .. . Downslope Berm Ratio 13:113.00 1 3.091 3.1913.301 3.4113.531 3.66 13.80 13.95 14.111 4.291 4.48 4.69 `41 4:00, .x;1.7 4:5..d 54J 4;76 #5.i1t?; S'.26 5.56: ,"S:881:6.251 6.67. 7.14 7.69 G. Select Downslope Berm Multiplier (based on land slope): 4.76 H. Calculate Downslope Berm Width: Downslope Multiplier(5G) X Downslope Height (5F) 4.76 1 x 3.4 ft = 16.2 ft I. Calculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width(3A) + 4 feet 14.0 1 ft + ft = 18.0 ft J. Design Downslope Berm = greater of 5H and 51: 18.0 ft K. Select Endslope Berm Multiplier: 3.00 (usually 3.0 or 4.0) L. Calculate Endslope Berm Width = Endslope Berm Multiplier(5K) X Downslope Mound Height(5F) 3.00 1 X 3.4 ft = 10.2 ft M. Calculate Mound Width: Upslope Berm Width(5D) + Bed Width(2B) + Downslope Berm Width(5J) 10.4 ft + 10.0 ft + 18.0 ft = 38.4 ft N. Calculate Mound Length: Endslope Berm Width (5L) + Bed Length(2D) + Endslope Berm Width(51.) 10.2 ft + 40.0 ft + 10.2 ft = 60.4 it 2 Total Mound W ah CD � \ } C7CD | § »i . { ( k c m o 9 / ( ] :0, § E ---.- .- . � 2 m ( J z \ ' k / / w 2 |{ E E - ¥ \ 3 ^ |a f E § Q| ƒ o 2 2 ` c 2 CD E . g | \ ��2 2 § \ m \ / k \ % ° ! { \ $\ 2 | / ( IMD i r" < R 2 a g § / ¥< \ \0 \ \ 1 , , / | | PC § / ) q r i g | Oen Sand | 0 3' m § [k | �& J \ k 0 , \� m F! CL ; ------ - - � --' / ( \ \ § \ 3 Pressure Distribution Scwace �y�`r, MINNESOTA POLLUTION Trecarascrr �. ■ l �3 CONTROL AGENCY Pnucnas -��r. Design Worksheet Project ID: v 03.15.2023 1. Media Bed width: 10 ft 2. Minimum Number of Laterals in system/zone = Rounded up number of [(Media Bed Width - 4) ; 3] + 1. [{ 10 4 ) 31 + 1 = laterals Does not apply to at -grades 3. Designer Selected Number of Laterals: laterals Cannot be less than tine 1 IExceat in at-Qradesl 4. Select Perforation Spacing: 3.00 ft 5. Select Perforation Diameter Size: 7132 in 6. Length of Laterals w Media Bed Length(1.) - 2 Feet. 40.0 - 2ft = 38.0 7 ft Perforation can not be closer then 1 foot from edge. 7. Determine the Number of Perforation Spaces. Divide the Length of Laterals(6.) by the Perforation Spacing (4.) and round down to the nearest whole number. Number of Perforation Spaces= 38.0 ft 3.0 ft = i2 Spaces 8, Number of Perforations per Lateral is equal to 1.0 plus the Number of Perforation Spaces(7.) . 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. Perforations Per Lateral = =12 Spaces + 1 � 13 Perfs. Per Lateral mannan pipe 4 i i Pipe from pump an outs alternate location of pipe ham pum END Connection CENTER Connection Perf Per Lateral: 13 Perf Per Lateral Equal Split: 7 6 OPTIONAL Perf Per Lateral Non -Equal Split': ' must not exceed maximum number perfs per lateral in table 9. Total Number of Perforations equals the Number of Perforations per Lateral (8.) multiplied by the Number of Perforated Laterals. (3.) 13 Perf. Per Lat. X Number of Perf. Lat. = 39 Total Number of Perf. 10. Spacing of laterals; Must be greater than 1 foot and no more than 3 feet: 3.0 ft 11. Select Type of Manifold Connection (End or Center): End If Center Manifold Connectfon the max numher of perfs per lateral in the table 12. Select Lateral Diameter (See Table) ; 1.50 in can be doubled. Maximum tfwltber of Perforations Per Lateni to Guarantee < 10 Discharge Variation /, Inch Perfixations 7/32 Inch Perforations Perforation Spacing (Feet) I Pipe Diameter {inches) 114 91 2 3 Perforation Spacing (Feet) Pipe Diameter (Inches) 1 iib 91 2 3 2 10 11 18 30 60 2 11 16 21 34 68 211 8 12 16 28 54 2;t 10 14 20 32 64 3 8 t2 16 25 52 3 9 14 19 30 60 3/16 inch Perforations 1 /8 loth Perforations Perforation Spacing (Feet) I Pipe Diameter (Inches) 11A tit 2 3 Perforation Spacing lFeetl Pipe Diameter (Inches) 1 1-4 119 2 3 2 12 16 26 46 87 2 21 33 44 74 149 211 12 17 24 40 80 2A 20 30 41 69 135 3 12 16 22 37 75 1 3 20 29 38 64 128 mannan pipe 4 i i Pipe from pump an outs alternate location of pipe ham pum END Connection CENTER Connection Perf Per Lateral: 13 Perf Per Lateral Equal Split: 7 6 OPTIONAL Perf Per Lateral Non -Equal Split': ' must not exceed maximum number perfs per lateral in table 9. Total Number of Perforations equals the Number of Perforations per Lateral (8.) multiplied by the Number of Perforated Laterals. (3.) 13 Perf. Per Lat. X Number of Perf. Lat. = 39 Total Number of Perf. 10. Spacing of laterals; Must be greater than 1 foot and no more than 3 feet: 3.0 ft 11. Select Type of Manifold Connection (End or Center): End If Center Manifold Connectfon the max numher of perfs per lateral in the table 12. Select Lateral Diameter (See Table) ; 1.50 in can be doubled. Pressure Distribution $twwa[MI ■ 1 :_ Pnoci,a" - , -,. Design Worksheet Hh4 ESOTA POLLUTIONTneATML. COMFROL AGENCY 13. --- Calculate the Square Feet per Perforation, arrwrtknDH4hir6a{4Fi) Recommended value Is 4.11 ft2 per perforation, floes not apply to At -Grades hrfaukn 04enetK a, Bed Area = Bed Width (ft) X Bed Length (ft) Hold (II] Ips 10 ft X 40 ft = 400 sq.ft Ls 4.18 0.41 0.16 0.14 0.1s 0s9 0.64 0.9 f 7.0' 0.26 0,49 0.80 1.04 b. Square Foot per Perforation - Bed Area by the Total Number of Perfs Z.s 4.29 0.65 0.e9 I.rl SA 400 sgft = 39 perf = 10.3 sq.ft/perf 4.0 012 0.72 0.98 {.28 4.17 On k.0 Ln 7.0 4.41 4.9] i.7b L89 14. Select Minimum Average Head: 1.0 ft 1� Wrt,.sw1h 1118 Yrnl//lrch xurn 15. Otit.:"�Snit.1 ild lrch pel9+lbn3 Select Perforation Discharge based on Table: 0.56 GPM per Perf Thal akar ataW,nU irAAST9 nhb 116 Irch tD €14 irch'yertofd bit 16. Flow Rate = Total Number of Perfs(9,) X Perforation Discharge(15. ) Stell nlaawain��t:ana.vsrstc vdlocn, 39 Perfs X 0.56 GPM per Perforation = 23 GPM aarfxataro 17. Volume of Liquid Per Foot of Distribution Piping (Table 11): 0.110 Galtons/ft 18. Volume of Distribution Piping = Number of Perforated Loterals(3.) X Length Table II Volume of Liquid in I of Laterals(6.) X Volume of Liquid Per Foot of Distribution Piping (17.) Pipe Pipe X 38 ft X 0.110 gaUft = 12.5 Gallons piTsehes)r (PeFt Garlglons) j 19. Minimum Delivered Volume = Volume of Distribution Piping X 4 1 0.045 12.5 gals X 4 = 50.2 Gallons 1.25 0.078 1.5 0.110 20. Maximum Delivered Volume = Design flow x 25% 2 0.170 3 0.380 450.0 gpd X 25% = 112.5 Gallons 4 _0_661 21. Minimum Delivered vs Maximum Delivered evaluation: Volume ratio correct Comments/ Special Design Considerations: Basic STA Pump Setection Design Worksheet M".) CONTROLMtNNESOA ENCY POLLUTION Tncniracu� .� CQNTitQI AGENCY Paorrtna+ 1. PUMP CAPACITY Project ID: v 03.15.2023 Pumping to Gravity or Pressure Distribution: Pressure A. If pumping to gravity enter the gallon per minute of the pump: GPM (10 - 45 gpm) B. if pumping to a pressurized distribution system: 23.0 GPM C. Enter pump description: GOULDS Pi 51 2. HEAD REQUIREMENTS A. Elevation Difference 12 ft between pump and point of discharge: B. Distribution Head Loss: ft C. Additional Head Loss`: ft (due to special equipment, etc.) Common additional head loss: gate valve = 1 ft each, globe valve = 1.5 ft each, splitter valve = see manufacturers details Distribution Heald Loss Gravity Distribution = Oft Pressure Distribution based on Minimum Average Head Value on Pressure Distribution Worksheet: Minimum Average Head Distribution Head toss 1 f 5ft 2ft Eft 5ft loft D. 1. Supply Pipe Diameter: 2.0 in 2. Supply Pipe Length: 20 ft E. Friction Loss in Plastic Pipe per 1 00f from Table I: Friction Loss = 1.45 ft per 1 00f of pipe I F. Determine Equivalent Pipe Length from pump discharge to soil dispersal area i discharge point. Estimate by adding 25% to supply pipe length for fitting loss. I Supply Pipe Length X 1.25 = Equivalent Pipe Length Table i.Friction Loss in Plastic Pipe per Flow Rate Pi a Diameter (inches _-1 1.25 1.5 (GPM) 10 9.1 3.1 - 1-3 12 12.8 4.3 1.8 14 17.0 5.7 2.4 16 21.8 7.3 3.0 18 9.1 3.8 20 11.1 4.6 25 16.8 6.9 30 23.5 9.7 35 12.9 40 16.5 45 20.5 50 55 60 65 70 75 85 20 ft X 1.25 - 25.0 ft 1 95 G. Calculate Supply Friction toss by multiplying Friction Loss Per 100ft(E.) by the Equivalent Pipe Length(F.) and divide by 100. Supply Friction Loss = 1.45 ft per 1 00f X 25.0 ft - 100 = 0.4 ft 100ft 2 0.3 0.4 0.6 0.7 0.9 1,1 1.7 2.4 3.2 4.1 5.0 6.1 7.3 8.6 10.0 11.4 13.0 16.4 20.1 H Total Head requirement is the sum of the Elevation Difference(ZA) + Distribution Head Loss(2I3) + Additional Head Loss(2C) + Supply Friction Loss(2G) 12.0 ft + 5.0 ft + E= ft + 0.4 ft = 17.4 ft 3. PUMP SELECTION A pump must be selected to deliver at least 23.0 GPM with at least 17.4 feet of total head. Comments: Owa tr. STADosin Pum Tank Design 1 n Worksheet (Demand Dose Ml'ri > MINNESOTA POLLUTION h�nnrw��wr CONTROL AGENCY Pancewa ���. DETERMINE TANK CAPACITY AND DIMENSIONS Project ID: v 03.15 20231 1. A. Design Flow (Design Sum. 1A)7 Liquid Per Foot (Gallons) 450 0.045 GPD C. Tank Use: Dosing B. Min. required pump tank capacity: 450 0.170 Gal D. Recommended pump tank capacity: 1000 Ga[ 2. A. Tank Manufacturer: I WIESER B. Tank Model: P1000 A. Distance to set Pump Off Float = Pump + black height + 2 inches C. Capacity from manufacturer: in ]I 1000 Gallons Note. Design calculations are based on this specific tank. 22.2 522.6 Gal ) B. Distance to set Pump On Float -Distance to Set Pump, Off Float (I3A) + Float Separation Distance(12.) Pump On Substituting a different tank model will change the pump D. Gallons per inch from manufacturer: 22.0 Gallons per Inch float or timer settings. Contact designer if changes are necessary. E. Liquid depth of tank from manufacturer: inches 46.0 14.0 Inches 115 Gal' DETERMINE DOSING VOLUME 3. Calculate Volume to Cover Pump (The Inlet of the pump must be at least 4 -inches from the bottom of the pump tank 13 2 inches of water covering the pump is recommended) {pump and block height + 2 inches) X Gallons Per inch (2D) ( 12 in + 2 inches) X 22.0 Gallons Per Inch = 306 Gallons 4. Minimum Delivered Volume = 4 X Volume of Distribution Piping: -item 19 of the Pressure Distribution STA or Item 11 of Non•fevel STA 50 Gallons (Minimum dose) 5. Calculate Maximum Pumpout Volume 125% of Design Flow(1A)) Design Flow: 450 GPD X 0.25 = 6. Select o pumpaut volume that meets both Minimum and Maximum: 113 Gallons (Maximum dose) 112 Gallons 7. Calculate Doses Per Day = Design Flow(1A) _ Delivered Volumef6.) 450 gpd : 112 gal = 4.02 Doses' Doses need to be equal to or greater than 4 8. Calculate Drainback; A. Diameter of Supply Pipe 2 Inches a. Length of Supply Pipe = 20 feet C. Volume of Liquid Per Lineal Foot of Pipe = 0.170 Gallons/ft D. Drainback = Length of Supply Pipe(88) X Volume of Liquid Per Lineal Foot of PipefBC) 20 ft X D.17D gal/ft = 3.a Gallons 9. Total Dosing Volume = Delivered Volume(6.) + Drainback (SD) 112 gal + 3.4 gal = 115 Gallons 10. Minimum Alarm Volume = Depth of alarm (2 or 3 inches) X gallons per Inch of tank(2D) 1 3 -)n X 22.0 gal/in = 66.4 Gallons 2.3 inches/dose 5.t inches/dose Volume of Liquid in Pipe Pipe Diameter (inches) Liquid Per Foot (Gallons) 1 0.045 1.25 0.078 1.5 0.110 2 0.170 3 0.380 4 0.661 11. Reserve Capacity Volume = [Tank Liquid Depth(2E) -Alarm Float Depth (10.)] x gallons per inch of Lank(2D) ( 46.0 in - 22.2 in ] X 2z,0 gal/in = 522.6 Gallons IDEMAND DOSE FLOAT SETTINGS Alarm and Pump are to be wired on separate circuits and inspected by the electrical inspector I 12. Calculate Float separation Distance using Dosing Volume. Total Dosing Volume(9.) + Galton Per Inch(21)) 115 gal 22.0 Sabin = 5-2 inches 13. Measuring from bottom of tank: A. Distance to set Pump Off Float = Pump + black height + 2 inches Inches for Dose: 5.2 in ]I 12 In + 2 in 44 inchesin Alarm Depth 22.2 522.6 Gal ) B. Distance to set Pump On Float -Distance to Set Pump, Off Float (I3A) + Float Separation Distance(12.) Pump On 19.2 in 66.0 Gal 14 in + 5.2 in = 19 inches Pump Off 14.0 in 115 Gal' i C. Distance to set Alarm Float = Distance to set Pump -On Float fl38) + Alarm Depth (2.3 inches)(10.) 308 Gal 19 in + 3.0 in = 22 Inches OSTP Percolation Data Sheet UNIVERSITY OF MINNESOTA :ontact Information Project ID: Test 1 v 03.19.1 Property owner/Client: ,5pi'fAL PhC<F-kZ5- Address:Z%I;� tF K r�ld7�a� vii N� ' — Gentral vircoumon Informattimn Diameter (o" in Date prepared and/or soaked: Method of scratching sidewalt: I)e 62a,1-2 - - is pre-soak required`? S ` Not required in sandy soils Soak" end Soak' start time: { Z N o orJ time: a EI hrs of soak Method to maintain 42 in of water during soak �vMI MS_ A E.•> 4 R 2yt L Test hole: #1 Date reading taken: Starting time: 15oit texture destri tion: Depth (in) Soft Texture f2'' Low Location: Elevation: Depth"- Z' inches " 72 inches for mounds & at -grades, depth of absorption.area for trenches Er beds Chosen Percolation Rate for Test Hole #9 + b mpi Jditional percolation test data may be included on attached pages esign Percolation Rate (maximum of at[ tests) = lb mpi hereby cer6fyt that 1 have completed thricin cxo.y rdance with all applicable ordinances, rules and laws. 1 Start Reading End Reading Perc rate % Difference Pass Reading Start Time End Time (in) (in) (mpi) Last 3 Rates 1 "z - NA NA NA NA Ce- (c, Chosen Percolation Rate for Test Hole #9 + b mpi Jditional percolation test data may be included on attached pages esign Percolation Rate (maximum of at[ tests) = lb mpi hereby cer6fyt that 1 have completed thricin cxo.y rdance with all applicable ordinances, rules and laws. 1 Additional Percolation Data Test hole: #2 Location: [ Starting time: Depth": [ Soil texture descri tion: Depth (in) Soil Texture 4Itti UNIVERSITY OF MINNESOTA inches ** 12 in. for mounds £r at -grades, depth of absorption area for trenches and beds Reading Start Time End Time Start End Reading;Ferc Readin in in rate % Difference pass MD i Last 3 Rates 1150 'i`/Z NA NA 2 '36 3k b -t%& NA NA 3 3+ 3 Chosen Percolation Rate for Test Hole #2 mpi Date reading taken: Starting timer—j [texture Elevation: Depth'*: flinches " 12 in. for mounds & at -grades, depth of absorption area for trenches and beds Reading Reading Start Time En/Time End Reading Perc rate % Difference Start Time En Time pass Reading (in) (in) (mpi) Last 3 Rates 7 NA NA Z NA NA 3 OF- INN SOS gram sea Orkg Log Boy #: �ll��Jss �,gPrr� PAe'fN�es ru�lgz. S�Sertlaila�aeP®&fie 10-00300 -� �,-?v ""'-.�._. Bator �- yb� parent Ouiw a & law Met ed. veil baring 6a n0li 91 Lmdwspo ® a drere REE �@$ $ate �l� Y LL ®�t3lsa sus �y�� 9la l�leaElsea^ nd[4� ®�ll� a C 2 44 (- ii. Home l3Aa �dcegor(p) r �PS,D1L Connent�ttonu 0`l23 /Z _ DaptatOM W L (Raped �atn d ao� Bxd rmb S+Icna elan Hca she* tilayfld qo. Omb 44M [ghat lye. ��Ih�feeuNo tr Oka 8�►t@atm ► Rfnm wl metsRW lam Niro ftm t . iPs�i4mromxJ04�wiarA®eomcam,s�,wkl,afi.piEtoshl.ne�y��. SUM Signature: UNIVERSITY TrentmeW Program Boa Bering OF' IO LogBoy _ LO # S�Z ° '7-M — o(a�o =1 L -z-0 l x�r'fo-cbt� A-Jil" 5 -ri-• �Coyr��- fit®: you %restul R(o�s 9��a4� �sa�ee9mL�e �i�tg��a method: a�t� baaa�,n I. ca swig it a$i�Ce �a LL veointlDBA. (nQlj�fjf 9611 §"'DA'Y0y 161Pa• 1� I� GJ ¢uY b, we�atherOuiQa�YB�IDiF8i nweofDit a �� 2°j fll8,glg. ��BYA> 44 `_13Y x.54®�aa9,9o5A2 ��Z' 9� �1z6\ Depth (in) -Uaoare M iota eel CkMM O'i� �w�> 1�Y�-3/Z •—1D6ftt�o� � 1 l�to°by - ate a$ •L � Qtdgeil p��,�.+Eia "VwQt�n t QBE aa* Fin IS, IT ►� ��I,o� — �oi2 S �� tUYQ..1 /� (ZfrDaX 3{'' Ntfafata MaPdnm 8 S; lC prteauua Fhm ' Clubroom amm elynw LbEo87dIAtTo�w pm{y ��4e>fona ltEna}y dtatrn�to BBrru� )0 Patahto ohm �nitb. eQ+ncn 4aftw6lyE7rm. Firm . due MoQ�ando F� qty s a rhm ?4*Gk$m 1940 Flan - eanoao� rmooe � 8ta a ta�aalPmvtem�pMdNQatuot&t�emonen�evekAatterl��ndwaodMc�w - � Signature: UNIVERSITY OSTP Soil Observation Log OF MINNESOTA Project ID: v03,19.15 Client/ Address: I V'X, "L -TQ D VCt ;Z Legal Description/ GPS: Soil parent materiat(s): (Check all that apply) ❑ Outwash ❑ Lacustrine ❑ Loess ❑ Till ❑ NNAum ❑ Bedrock ❑ Organic Matter Landscape Position: (check one) ❑ Summit ❑ Shoulder ❑ Back/SkleSlope ❑ Foot slope ❑ Toe slope Slope shape Vegetation a Soil survey map units Slope% Elevation: Weather Conditions/Time of Day 4 w/A Date Observation #/Location: Observation Type: Depth (in) Texture Rock Frag. % Matrix Cotor(s) Mottle Colors) Redox Kind(s) Indicator(s) I------- Structure ------ — --- I Shape Grade Consistence `v y I I I Comments hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. #REFI (Designer/ Inspector) (Signature) License # (Date) UNIVERSITY OSTP Soii Observation Lo OF MINNESOTA Proiect ID: V n119-19 &0_a 4 Client/ Address: =wr– We 1 ,^ Legal Description/ GPS: Soil parent material(s): (Check all that apply) ❑ Outwash ❑ tacustrine 0 Loess ❑ TQI ❑ Alluvium ❑ Bedrock ❑ Organic Matter Landscape Position: (check one) ❑ summit ❑ Shoulder ❑ Badc/side slope ❑ root slope ❑ Toe slope Slope shape Vegetation (—Z, w Soil survey map units Slope% Elevation: Weather Conditions/Time of Day: Date Observation #/Location: Observation Type: Depth (in) Texture Rock Frag. % Matrix Color(s) Mottle Colors) Redox Kind(s) Indicator Indicator(s) 1 ---- Structure-------- Shape Grade Consistence io-lV ,GUS t Comments I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. #REFI (Designer/ Inspector) '/ " (5i�ature) ^� License # (Date) 41° 51'TN Soil Map—Dakota County. Minnesota m m 44' 51'11"N I 48aM 4BB270 48M 48= 48H3B'J ASM20 3 m Map Scale: 1:1,370 ifpmted on A portraR (8.5" x 11")sheet N Mct:.n; c 0 20 40 80 120 Feet 0 50 100 200 300 r Iap pmlBdjoi: Web Mercator C&T1er coordnates: Yr—SM Edge tics: UTM Zane 15N W3584 (!SDA Natural Resources Web Soil Survey 311912024 Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Dakota County, Minnesota MAP LEGEND MAP INFORMATION Area of Interest (AOI) ® Spoil Area The soil surveys that comprise your AO) were mapped at L..=_ Area of Interest (AOI) 4 stony spot 1:15,800. Soils ® Very Stony Spot Warring: Soil Map may not be valid at this scale. Soil Map Unit Polygons Wet Spot Enlargement of maps beyond the scale of mapping can cause ,.d Soft Map Unit Unes misunderstanding of the detail of mapping and accuracy of soil ® Sol) Map Unit Points Other line placement. The maps do not show the small areas of � Special Una Features contrasting soils that could have been shown at a more detailed Special Point Features scale. LY: Blowout Water Features Streams and Canals Please rely on the bar scale on each map sheet for map ® Barrow Pit measurements. Transportation )g( clay Spm Rails Sourceof Map: Natural Resources Conservation Service Closed Depression Web Soil Survey URL: ,y Interstate Highways Coordinate System: Web Mercator (EPSG:3857) Gravel Pit y¢,o US Routes Maps from the Web Soil Survey are based on the Web Mercator Gravelly Spot Major Roads projection, which preserves direction and shape but distorts Landfill distance and area. A projection that preserves area, such as the _ Local Roads Albers equal-area conic projection, should be used if more A Lava Flow accurate calculations of distance or area are required. Background Marsh or swamp - Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Mine or Quarry Soil Survey Area: Dakota County, Minnesota Miscellaneous Water Survey Area Data: Version 19, Sep 9, 2023 0 Perennial Water Soil map units are labeled (as space allows) for map scales V Rock Outcrop 1:50,000 or larger. + Saline Spot Date(s) aerial images were photographed: Jun 29, 2023—Sep 13,2023 Sandy Spot The orlhophoto or other base map on which the soil lines were Severely Eroded Spot compiled and digitized probably differs from the background Sinkhole imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Slide or Slip Sodic Spot 115D,\ Natural Resources Web Soil Survey 3/19/2024 '� Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Dakota County, Minnesota Map Unit Legend t 6D9 Natural Resources Web Soil Survey 3/1912024 Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI 39132 Wadena loam, 2 to 6 percent slopes, eroded 0.9 8.6% 411A Waukegan silt loam, 0 to 1 percent slopes 5.6 55.6% 889B Wadena-Hawick complex, 2 to 6 percent slopes 1.7 17.5% 1816 Kennebec variant silt loam 1.8 18.3% Totals for Area of Interest 10.0 100.0% t 6D9 Natural Resources Web Soil Survey 3/1912024 Conservation Service National Cooperative Soil Survey Page 3 of 3 UNIVERSITYAL& OF MINNESOTA W!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 CAPITAL PARTNERS Email Property Address 2875 LEXINGTON AVE. EAGAN Property ID 10-00300-76-020 System Designr GLENN MULVIHILL Contact info 612-598-2455 Systeminstaller GLENN MULVIHILL contact info 612-598-2455 Service Provider/Maintainer SCH LO M KA SERVICES Contact Info 651-459-3718 Permitti rig Authority CITY OF EAGAN Contact Info 651-322-7580 Permit 4 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 UNIVERSITY Septic System Management Plan for Above Grade Systems OF MINNESOTA Your Septic System ❑ ----.Cleanart Ma dp e Ms9eNa! Pipe - Mound - lelrfJl 0.4—L. - -.' 71pc •3 f him Pump rinl:•. Ums'senlon of mound Jk l lnspag3 pe - ie 1 _ Topsoil - . - Ur9rSatio v . -..... -Send !y _ gao-r•I .1a19.ldrKjcundniaa - Septic System Specifics System Type: O I OII 0111 OIV* OV* System is subject to operating permit* (Based on MM Rules Chapter 7080.2200 — 2400) System uses UV disinfection unit* *Additional Management Plan required Type of advanced treatment unit Dwelling Type Well Construction Number of bedrooms: 3 Well depth (ft): System capacity/ design flow (gpd): 450 ❑ Cased well Casing depth: Anticipated average daily flow (gpd): 350 ❑ Other (specify): CITY WATER Comments Distance from septic (ft): is the well on the design drawing? OY O N Business? : O Y (�) N What type? Soil Treatment Area (STA) Septic Tank ❑✓ Inspection ❑✓ Cleanouts ❑ First tank Tank volume: 1500 gallons ❑ Pump Tank 1000 gallons Does tank have two compartments? OY ON ❑ Effluent Pump makelmodel: GOULDS P151 ❑ Second tank Tank volume: gallons Pump capacity 23 GPM ❑ Tank is constructed of CONCRETE TDH 17.4 Feet of head ❑ Effluent screen:O Y (i) N Alarm OY ON ❑ Alarm location GARAGE Soil Treatment Area (STA) Mound/At-Grade area (width x length): 40 ft x 61 ft ❑✓ Inspection ❑✓ Cleanouts Rock bed size (width x length): 10 ft X 40 ft ports Location of additional STA: WEST ❑ Surface water diversions Type of distribution media: ROCK Additional STA not available -2- UNIVERSITY Septic System Management Plan AiL for Above Grade Systemsall, OF MINNESOTA 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 36 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 1 ist 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. -3- UNIVERSITY Septic System Management Plan for Above Grade Systems OF MINNESOTA Professional Management Tasks, These are the operation and maintenance activities that a pumper/maintainer performs to help ensure long- term performance ofyour 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 levet 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: -4- UNIVERSITY Septic System Management Plan for Above Grade Systems OF MINNESOTA Water -Use Appliances and Equipment in the Home Appliance Impacts on System Management Tips • Uses additional water. • Use of a garbage disposal is not recommended. • Adds solids to the tank. • Minimize garbage disposal use. Compost instead. Garbage disposal • Finely -ground solids may not settle. • To prevent solids from exiting the tank, have your Unsettled solids can exit the tank tank pumped more frequently. and enter the soil treatment area. • Add an effluent screen to your tank. • Washing several loads on one day • Choose a front -loader or water -saving top -loader, uses a lot of water and may overload these units use less water than older models. your system. • Limit the addition of extra solids to your tank by • Overloading your system may using liquid or easily biodegradable detergents. Washing machine prevent solids from settling out in Limit use of bleach -based detergents and fabric the tank. Unsettled solids can exit softeners. the tank and enter the soil treatment • Install a lint filter after the washer and an effluent area. screen to your tank • Wash only full loads and think even — spread your laundry loads throughout the week. • Powdered and/or high -phosphorus • Use gel detergents. Powdered detergents may add detergents can negatively impact the solids to the tank, Dishwasher performance of your tank and soil • Use detergents that are low or no -phosphorus. treatment area. • Wash only full loads. • New models promote "no scraping". . Scrape your dishes anyways to keep undigested They have a garbage disposal inside. solids out of your septic system. • Finely -ground solids may not settle. • Expand septic tank capacity by a factor of 1.5. Grinder pump (in Unsettled solids can exit the tank • Include pump monitoring in your maintenance home) and enter the soil treatment area. schedule to ensure that it is working properly. • Add an effluent screen. • Large volume of water may • Avoid using other water -use appliances at the same Large bathtub overload your system. time. For example, don't wash clothes and take a (whirlpool) • Heavy use of bath oils and soaps can bath at the same time. impact biological activity in your • Use oils, soaps, and cleaners in the bath or shower tank and soil treatment area. sparingly. Clean Water Uses Impacts on System Management Tips High -efficiency • Drip may result in frozen pipes • Re-route water directly out of the house. Do not furnace during cold weather. route furnace discharge to your septic system. Water softener • Salt in recharge water may affect • These sources produce water that is not sewage and Iron filter system performance. should not go into your septic system. Reverse osmosis • Recharge water may hydraulically • Reroute water from these sources to another outlet, overload the system. such as a dry well, draintile or old drainfield. • When replacing, consider using a demand -based • Water from these sources will Surface drainage overload the system and is recharge vs. a time -based recharge. Footing drains prohibited from entering septic • Check valves to ensure proper operation; have unit system. serviced per manufacturer directions -S- UNIVERSITY Septic System Management Plan for Above Grade Systems OF MINNESOTA 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 prote t the reserve area for future use as a soil treatment system." X ok# p? Property Owner Signature: Ual- r YS ic/!ty Date y — a�— Al Management Plan Prepared By: GLENN MULVIHILL Certification # 55 Permitting Authoritv: CITY OF EAGAN 02615 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. INDIVIDUAL SEWAGE YSTEM AS -BUILT Date Installed S IS o! Permit No. jrp ay e9oo!/ Owner; ��0, ar" Me/f Protect Addtess r 4- c mouse Type I III Property, 10 No.(PIN wP !Y014— Installed for JV5oal/day Commercial Use? Y Igew Replace ❑RepaltAdditlon Property Transfer Upgrade? CR N Bsmt Lift Pump? YoFuture? Y I® Jacuzzi? Y(, 'Garb Dlop?Y If� $011 Survey Map Unit?. • tip QQ • Z (e D • (Dek Co Tex Ino 051.43e-46711, or www.co,dekote.mn.us) drms or I d.� Solt Compacted? Y ova Fill Soll? Y to 5 •� Madcl by �_ Absor Area: Sq FI Clrc/e Soll Texture; ch Bottom to mottling 1 (Fester than 0.1 mpgr,,,oi PUMP TANK Made by Coarse Send Medium Sand ` o� 1�+1�� D��s Loamy $and 0.83 FINE SAND 1;87 t' Sandy loam 1,27 Horsepower P _ Feet of Head�,�, Cycles Per pay Gallons Per Low 1.67 Il 2.00 Cycle Sandy Clay Loam 2,2 Silty Clay Loam Clay Loam —� Silly Clay, Clay 4,2 (Slower than 120 mpl) J 6 S Alarm Locati Solt dry enough for construcrtonO N SETBACKS; Prop.LLI es 101— Bldgs 10' to Tan 7 & 20' to DrnAd_y__ Well(s) setbac _� ()not Installed yet Well DeptWell Record ( )Measured Dlstance to Lake„, Creeks_ Wetland &A Burled Water Pressure LI es 10' to Tank & Drnfld?,moo System Iocaled by Photos IN OP3? Y IV SEPTIC 1 HOLDiNQ� K(3) ( New El Existing Liquid Coped7!1:--Z----a? 1 compartment Made by I&agWatertight?�N Baffle Type: Instl Fiberglass Santtary•T Conce No. of Inspection pes,�+#" 16" din m. Tank Level?re ! N No./Diem. Manhole Access — en No. & Height of Manhole Rlsers New Tanks 4 It or less below Final Grade _____,_Y IRQj Pipes Into Tank Sealed? with t ®I Riser Into Tank Base SeVed? with +' fe' f N Oullet Effluent Filter? Y 40 Type MOUND I ATO,F�ADEt Percent Slope y pyo Sc rlfloatlon Method;l�ha' -A* Dike Width _S D // Down / Slde Clean Rock 1 N Depth Below P s�lnche Clean Send I N Depth Upslopes_," g�ul:al Inches to Mollling PIp Slze/Spacing Perf Size/Spaoing ' Final Cover a th Rock Bed Size Supplier C y Send Base Size_ o Supplier; Upslope needling drat a/dlverslon? Y Provided? Y / N Gr ding done:. Roug na (i/�Seedtng ()Sodfo a done by,- j -f 7*11i I hereby certl , as na a er, -that this Individual sewage trealmenl systam was Inalelled scoord the o 1 design, slid as applloable, thla Munlcipalily's Sew clime a ordinance, 6 acourawyrocafes at/ system co lot islet at tnsta r ,J SI Oate;,7�Sr�7 s Ine drawn from Ta ks to Pump Truck Access < 100'? YI N ESERVE AREA? (V/ N Fenced Off? Y� p/ D Owner Informed to preserve Reserve Area? 6)/ N Qwner given Septic System Owner Guide? & I N CHES I BED OR GRAVI~LLES;i DRAINFIULD: Drop level? Y I N Type_. concrete ! c Trench Dept __ Width Number of Trenche Trench Lengths ,,____ Rock Clean?YIN 2" over �t � eve) Y IN Spacing_ CTeo1'extlle cover?Y/N Is Qepth Below Pipe? " Sall Bac Depth__ 6ravelless Pipe Made by Chamber SI •� Madcl by �_ Absor Area: Sq FI Lineal Ft ch Bottom to mottling 1 edr jk?__ _ Inches PUMP TANK Made by _ .�._ Capacity No, & Height of Risers sL_—Sealed ) Pump Manufa to pr Model # -- Horsepower P _ Feet of Head�,�, Cycles Per pay Gallons Per Cycle Size of Discharge Line 1 g" Type of Electrical Hookup 00 Alarm Locati �N onr 08ra asem5nI Alarm; Tank Ale / OtheL_ ProfeaalonalOnalle MCH/► No. Sign Dates Approved; No/ Yes / Yes with White copy:Ccunly Yellow:Ow ,nor Plnk:jnsfarler o:lamomlllorm siwatmHslslss•bullt•torm.doo W. IESER CONCRETE ROSENOUN, T. LLC DEEOT,`. 5506: OFF OCE 671 5) 647-2811 TANK 13ENTIFICATION.. DOCUMENT (IMSTALLER MUST SUBMIT THIS DOCUMENT WITH AS -BUILT DRAWING) JOB ADDRESS:,r5- Le �(' n i)G��r scut t�1 9 O q/1 ALL TANKS ARE EN(GO9; EERED (I MANUFACTURED TO 9Ta°�STf `�D &S.00 ONCHES OF R98EN-809L ABOVE TANK LOD. (aRaF ON n; 18T TAMODEL: 1000 NK" 1250 PUMP 150 HOLDING 1 00/500 - 500S/1000P REVERSE LIQUID CAPACITY IN GALLONS1000 1250 1500 0 fo6�6--ji"�0�0091 000 DATE TANK WAS MANUFACTURED: 7 -- 202 y (cIRCLF orIE) 2wD TANK* MODEL: 0 SEPTIC 50 UMP 1500 HOLDING 1000/500 2 -COMP. 500S/1000P REVERSE LIQUID CAPACITY IN GALLON§�.%0)1250 1500 10006500 50061000 DATE TANK WAS MANUFACTURED: — 3 — 202 1 (aRcx.E ONE)SRI) T9�90 MODE 1000 SEPTIC 1250 P 1500 HOLDING 0 2 -COMP. OOS/1000P REVERSE L LIQUID CAPACI N GALLONS:1000 1 1500 1000/500 50061000 .DATE,- TANK WAS MANUFACTURED: --- —202 I Septic System Certificate of AbandOnment 12. Date of abandonment; a p aL IProperty owner; Property Address; 77 - l'�c,. „A `]__ Clry /State / Zlp; ,e Qr. A4 _. - SS/ 0-07 Parcel iD;/A to f=-----�03 cv —7,6 — loom To be in compliance, systems with no future Intendeduse for sewage Or clean water discharge must be abandoned In accordance with MN 7080,2500 as determined by; Were all the solids and liquids removed from the system? yes No Were all the electrical devices and devices containing mercury removed? Yes (rj No Were all underground tangs removed or crushed and tilled with soil or rock material? Yes ❑ No Were all underground cavities removed or Rllod with Roil or rock material? _ Yes ❑ No 'Any "no" answers Indicates the system is thiling to protect ground water Ma-----------•-.._._......_... �iciudc location of building sower, septic tank(s), soil disporsal system, cosspools, etc., a roferone point and dimensions, 301 I e� o� Ise— ib►.�- nsw ! ere the em a do- -""'"' ----- ln accordaio nce with W 7080,2300 and any local requirements, too - Company Phone IND1V1D1JAL SEVVAGE YSTEM AS -BUILT owner; i ! Q tri Project Address House Type I III Property ID No�(PINj 0 . X94pQ . Z p , —405,6 wp Q w� Installed for Bdrma or allday Commerolet Use? Y ow Replace ❑Repair ClAddition Property ranater U ads? t N Somt Lift Pump? Yt>�Ftiture? Y 1& J8cuzzl7 YV'Garb Olsp?Y )QD $oil Survey Map Unit 2 Soll ConrpacV Y Fill SOB? Y lap Solt dry enou�,gch for T consirucllon?irY�l N SETBACKS; P`0LI ea 10-Y Bldgs 10' to Tan P & 20' to Ornfld_y„ Weli(s) selbac + ( )not Inataffed yet Well DoptWJt l )prig, Well Record ( )Measured Distance to Lake, && Creek iLWetiond &—A Buried Water Pressure Liles 10' to Tank R Drnfld?,,l� System Iocaied by Pholos?o1 N OPSJ Y 19 SEPTIC 1 NOLDINQ lANK(S) QV New ❑ Existing Uqufd Ca*n_ compartmentMade by Watertlght7N Baffle TyFlbergless Sanitary•T Concre eNo. of Ins+#a 16" dl am. Tank Level? N No•/Dlam, Manhole Access — e No, & Height of Manhole liisersit New Tanks 4 It or less below Final tirade Y Pipes Into Tank Sealed? with 6t5&t_Ot Rlser Into Tank Base Seqjed? with + 0/ 1 N Oullel Effluent Fliter? Y W Type MOUND l ATOFtAOM Percent Slope &I % Sc r[float[on Method; aha' Dike WidthDown / Side Clean Rock I N Depth Below P �Inche Clean Sandw, N Depth Upslope�61 Inches to Motlling Plp Slze/Spacino Cis Pert SlzalSpaofn ` Final Cover a th a Rock Bed Slze Supplier; C ,+ Sand Bass Size a Supplier, Upsiops needing drat a/diversion? Y Provided? Y I N Vding dona,.Raug ria / 8aadtn9 ( )Sod to - a -done by, f f4 I nVrevy canEry, as Inalallai was Inslalled accord Munlalpslliy'l Sewi all sysfam c0 ter Sl ay Date Installed S—/S —42permit No. o_ofl (Dak Co Tex Ino 861.436.4671), or vvww,co,dakcta,mn.us) �-�--r I I ,lTi•+ L7 I the drawn from Ta ks to Pump Truck Acoria < 100 YI N , ESERVE AREA701 N Fonced Off? Y 10 Owner informed to preserve Reserve Area? (91 N Owner given Septic System Owner Gulde? t$ I N CHES 113ED OR GRAVELLES3 DRAINFIULD, Drop level? Y I N Type., concrete f c 'french Dept --Width - _ Number of Trenche Trench Lengths spacing_ � Rook Clean?Y192" over P OeoTe le Cver?YIN Qepth Below Plpe? '1* [i$a Depth__, ° 8raveliese Pfpe Made by Chamber S • Madu by Absor AMC Sq Ft _Lineal Ft _ cit Bottom to mot;ling 1 edr Fk?__ _ Inches PUMP TANK Made by - Capacity /rG Trench Bollont'l;evel Y l ivv, a nnieru yr rclser�nSealed Y 1�N Pump Monufa to er Model # /S Horsepower P Feet of I•lead .W Cycles Per Day Gallons Per Cycle Vze of Discharge Line Type of Electrical Hookup Alarm Location era esament Alarm, Tank Ale Al i fsrnp� end ai applicable, This f Proleaalonai [nos, 6 eocursiely locelea _ PGR . No. Ph�� 92 ' 2?4proyed, No> es Address 0 A,% i6 Yes with Conefitlons.. OPWhaf ;W 4 srs Circle Sol/ Texture; (Faster than 0,1 mpl) Ovlf %' Coarse Sand Medium Sand —rofCy� W ► s - Loamy Sallo 0.93 FINE sANgrll? 1;67 —/�,. 8,t• Sandy Loam 1,27 r1Ah j4;40 L ,,87 !t1aarn�.Itt 000 Sandy Clay Loam 2,2 Silty Clay Loam r A Clay Loam Silty Clay, Clay 41 S (Slower than 120 mpl) Solt dry enou�,gch for T consirucllon?irY�l N SETBACKS; P`0LI ea 10-Y Bldgs 10' to Tan P & 20' to Ornfld_y„ Weli(s) selbac + ( )not Inataffed yet Well DoptWJt l )prig, Well Record ( )Measured Distance to Lake, && Creek iLWetiond &—A Buried Water Pressure Liles 10' to Tank R Drnfld?,,l� System Iocaied by Pholos?o1 N OPSJ Y 19 SEPTIC 1 NOLDINQ lANK(S) QV New ❑ Existing Uqufd Ca*n_ compartmentMade by Watertlght7N Baffle TyFlbergless Sanitary•T Concre eNo. of Ins+#a 16" dl am. Tank Level? N No•/Dlam, Manhole Access — e No, & Height of Manhole liisersit New Tanks 4 It or less below Final tirade Y Pipes Into Tank Sealed? with 6t5&t_Ot Rlser Into Tank Base Seqjed? with + 0/ 1 N Oullel Effluent Fliter? Y W Type MOUND l ATOFtAOM Percent Slope &I % Sc r[float[on Method; aha' Dike WidthDown / Side Clean Rock I N Depth Below P �Inche Clean Sandw, N Depth Upslope�61 Inches to Motlling Plp Slze/Spacino Cis Pert SlzalSpaofn ` Final Cover a th a Rock Bed Slze Supplier; C ,+ Sand Bass Size a Supplier, Upsiops needing drat a/diversion? Y Provided? Y I N Vding dona,.Raug ria / 8aadtn9 ( )Sod to - a -done by, f f4 I nVrevy canEry, as Inalallai was Inslalled accord Munlalpslliy'l Sewi all sysfam c0 ter Sl ay Date Installed S—/S —42permit No. o_ofl (Dak Co Tex Ino 861.436.4671), or vvww,co,dakcta,mn.us) �-�--r I I ,lTi•+ L7 I the drawn from Ta ks to Pump Truck Acoria < 100 YI N , ESERVE AREA701 N Fonced Off? Y 10 Owner informed to preserve Reserve Area? (91 N Owner given Septic System Owner Gulde? t$ I N CHES 113ED OR GRAVELLES3 DRAINFIULD, Drop level? Y I N Type., concrete f c 'french Dept --Width - _ Number of Trenche Trench Lengths spacing_ � Rook Clean?Y192" over P OeoTe le Cver?YIN Qepth Below Plpe? '1* [i$a Depth__, ° 8raveliese Pfpe Made by Chamber S • Madu by Absor AMC Sq Ft _Lineal Ft _ cit Bottom to mot;ling 1 edr Fk?__ _ Inches PUMP TANK Made by - Capacity /rG Trench Bollont'l;evel Y l ivv, a nnieru yr rclser�nSealed Y 1�N Pump Monufa to er Model # /S Horsepower P Feet of I•lead .W Cycles Per Day Gallons Per Cycle Vze of Discharge Line Type of Electrical Hookup Alarm Location era esament Alarm, Tank Ale Al i fsrnp� end ai applicable, This f Proleaalonai [nos, 6 eocursiely locelea _ PGR . No. Ph�� 92 ' 2?4proyed, No> es Address 0 A,% i6 Yes with Conefitlons.. OPWhaf ;W 4 srs CITY OF EAGAN 15120 CHIPPENDALE AVENUE ROSEMOUNT, MN 55068- (651) 322-6626 FAX: (651) 322-7580 PERMIT NUMBER: SEP24-000011 ISSUED: OWNER: Capital Partners ADDRESS: 2875 Lexington AVE PERMITAPPLICANT: PIN: 10-00300-76-020 Glenn Mulvihill Mulvihill Excavating Inc LEGAL DESC: PERMIT TYPE: City of Eagan Septic PROPERTY TYPE: CONTRACTOR: Mulvihill CONSTRUCTION TYPE: 6125982455 PERMIT FEES: Valuation: [f" Description Total Cost Permit Fee $456.00 PAYMENT: TOTAL: $456.0( Date Type Reference Note Amount BUILDING INSPECTION RECORD 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS. CALL FOR INSPECTIONS WEEKDAYS: 8:00 am to 4:30 pm INSPECTIONS TYPE DATE INSPECTOR COMMENTS Soils 4/4/24 and 4/26/2411 41 SDK additional soils done to move location of system Design Approved 4/29/2024 SDK Tanks"" L �' Drainfield ®rte As -Built r - IN ACCORDANCE WITH CITY ORDINANCE, NEW OR SUBSTANTIALLY REMODELED BUILDINGS SHALL NOT BE OCCUPIED UNTIL ALL WORK HAS BEEN APPROVED, AND CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED BY THE BUILDING DEPARTMENT, THIS CARD MUST BE POSTED AND VISIBLE AT ALL TIMES UNTIL WORK IS COMPLETE.