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2010 Septic System Site Plan
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Last modified
8/22/2023 5:13:38 PM
Creation date
12/27/2019 10:08:27 AM
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x Address Old
House Number
2720
Street Name
Fox
Street Type
Street
Address
2720 Fox St
Document Type
Septic
PIN
0411723420004
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N <br />EXISTING <br />DEEP WE <br />APPROXIMATE DRAINFIELD QUANTITIES <br />Rock Quantity = 21± yards <br />Sand Quantity = 100f yds. <br />Tap Sail Quantity = salvage existing <br />*Quantities are approximate <br />and do not include waste <br />Notes <br />1. Avoid compaction of drainfield area before, during and after <br />construction. <br />2. Verifv before construction that no wells are within 50 feet <br />of the propose�J or existing septic tank. <br />3. Verify before construction that no shallow wells are within 100 feet, <br />or any deep wells within 50 feet of proposed treatment area. <br />4. All materials used for construction must meet or Exceed the <br />M.P.C.A. Chapter 7080 requirements. <br />5. Divert surface drainage away or around the septic area. <br />C. All dimensions, quantities and elevation shown on plan are approximate. <br />_MILLER'S SEWAGE TREATMENT SOLUTON.S PROPERTY LOCATION PREPARED FOR; I hereby certify that this site plan was prepared by me or <br />Lot 22, Auditors `�ubclivision #229, Septic System Site Plan `/�I�p1� Inc and my direct supervision. <br />A a`ivision of WRM Services Inc. Y 1 � <br />9075 155th Street, <br />Hennepin <br />County, Minnesota. <br />inriesoka. <br />Kimball MN 55353 p # > DATE JOS NO. SCALE T[A-Q7 <br />(320) 398-2.70,E cell (320) 980-173,, 9/20/10 201 0-1 80 � = 2� <br />_Bernie Miller D.R.P. M. P. C. A. License // 1921 <br />LEGEND <br />49 <br />denotes <br />well location <br />p <br />denotes <br />perc test location <br />P <br />denotes <br />soil boring location <br />( 97*8 <br />) denotes <br />prod>osed elev: <br />97*8denotes <br />existing elev. <br />_---- r <br />denotes <br />surface droiniage--------- - --- - - <br />APPROXIMATE DRAINFIELD QUANTITIES <br />Rock Quantity = 21± yards <br />Sand Quantity = 100f yds. <br />Tap Sail Quantity = salvage existing <br />*Quantities are approximate <br />and do not include waste <br />Notes <br />1. Avoid compaction of drainfield area before, during and after <br />construction. <br />2. Verifv before construction that no wells are within 50 feet <br />of the propose�J or existing septic tank. <br />3. Verify before construction that no shallow wells are within 100 feet, <br />or any deep wells within 50 feet of proposed treatment area. <br />4. All materials used for construction must meet or Exceed the <br />M.P.C.A. Chapter 7080 requirements. <br />5. Divert surface drainage away or around the septic area. <br />C. All dimensions, quantities and elevation shown on plan are approximate. <br />_MILLER'S SEWAGE TREATMENT SOLUTON.S PROPERTY LOCATION PREPARED FOR; I hereby certify that this site plan was prepared by me or <br />Lot 22, Auditors `�ubclivision #229, Septic System Site Plan `/�I�p1� Inc and my direct supervision. <br />A a`ivision of WRM Services Inc. Y 1 � <br />9075 155th Street, <br />Hennepin <br />County, Minnesota. <br />inriesoka. <br />Kimball MN 55353 p # > DATE JOS NO. SCALE T[A-Q7 <br />(320) 398-2.70,E cell (320) 980-173,, 9/20/10 201 0-1 80 � = 2� <br />_Bernie Miller D.R.P. M. P. C. A. License // 1921 <br />
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