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2016-01419 - septic
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585 Orchard Park Road - 31-118-23-14-0001
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2016-01419 - septic
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Last modified
8/22/2023 4:29:21 PM
Creation date
4/27/2018 2:40:57 PM
Metadata
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Template:
x Address Old
House Number
585
Street Name
Orchard Park
Street Type
Road
Address
585 Orchard Park Road
Document Type
Septic
PIN
3111823140001
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1ViC Z5 "took- lis? <br /> ORO--fR9QS o erica' r COPY <br /> 1 (so Pump TRADEWELL SOIL TESTING <br /> 18330 Dahlia Street NW <br /> CITY OF ORONO <br /> O r Cedar, MN 55011 SEPTIC PE IT PLA VIEW <br /> /-� (763) 753-6222 INSPECTOR <br /> •ATE _f ERMIT NO..,,-„2.- <br /> Contractor/Owner: TJB Homes,Inc. '�` A PROVED AS SUBMITTED <br /> _In APPROVED WITH CORRECTIONS AS NOTED <br /> RESUBMIT <br /> Address/Lot/Block: 585 Orchard Road The comments APPROVED-CORRECT <br /> re for your.information. Alll work shall be dons <br /> In full compliance with all applicable septic and zoning code. <br /> In Requirements including items not specifically noted in this review. <br /> Ctty: Orono County: Henne <br /> p KEEP THIS PLAN SET ON SITE AT ALL TIMES <br /> This On-Site Sewage Treatment System is designed for a Type 1, 6 bedroom home in accordance with the Minnesota <br /> Pollution Control Agency Chapter 7080 and local ordinance. <br /> A seasonally high water table or saturated soil layer was located at 24"to 36"(mottled soil). Due to the seasonally high <br /> water table or saturated soil and tighter sub-soils a Pressurized Mound System will need to be installed. The bottom of <br /> the rock bed must be located at least 3'above the seasonally high water table or saturated soil. <br /> The soils at a depth of 12"have a percolation rate averaging 6- 15 MPI. <br /> A pumping chamber will need to be installed to lift the effluent to the treatment area. <br /> The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have 1 <br /> their ends capped. Be sure the rock and sand fill materials are clean. The sod layer below the entire mounded area <br /> must be turned over,just break up the sod,be sure not to over work. <br /> The power supply and switches must be located outside the manhole and pumping chamber in a weather proof <br /> enclosure. A warning device must be installed with a light and sound device,this is in case of a pump failure. <br /> All neighboring wells are located greater than 50'away from the proposed treatment area. <br /> • <br /> Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should <br /> be marked off before construction. This design is not valid and the system will need to be relocated if failure to protect <br /> the areas proposed for On-Site Sewage Treatment occurs. <br /> With proper installation and maintenance,this system should have no problem in treating septic effluent effectively. <br /> Nothing other than gray water, (laundry,showers,etc.)human waste and toilet tissue should be disposed of into the <br /> septic tanks. Garbage disposals are not recommended. Smaller amounts of laundry soaps,dish soaps,cleaning agents, <br /> etc.are better for the system. Antibacterial soaps and chlorine agents may kill the bacteria needed to treat septic <br /> effluent properly. Additives are not recommended,they may cause harmful damage to your system. Recommend to <br /> pump and clean your tanks by a certified pumper every other year if you have I tank and every 2-3 years if you have a <br /> 2-tank system to insure proper maintenance. <br /> , ,,, // `—'47t443`f 37 'Zerf 4 <br /> Mark Tradewell Date <br /> MPGA#307 ULJ11U <br /> Copy <br /> Q'-6sej <br /> 52ff,a7te4 neec/.ed - ? a <br /> THIS S W �` te1C(s �I h� Au cA5-e • SYSTEM pROOMS. CDESIGNED FOR <br /> ASE fel NUMBER <br /> SMS INVALIDATES THIS DESIGN. <br />
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