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. , <br /> ` . , ' ' �� <br /> � <br /> ' DESIGN FOR AN SUBSURFACE SEWAGE TREAT �� <br /> SYSTEM (SSTS) <br /> PREPARED BY: <br /> TH�S SYSTEM IS DESIGNED FOR j��� <br /> ____BEDROOMS. ANY INCREASE IN NUMSER CHIP'S SEPTIC SERVICE LLC. �1 �� � <br /> INYALIDATES THIS DESiGN. « „ �� <br /> OF <br /> BEDROOMS Pernel Chip Hentges � <br /> 16762 Babcock Ave. <br /> Lester Prairie, MN 55354 <br /> 952-200-3176 <br /> Minnesota Pollution Control Agency Individual Sewage <br /> Treatment System License No. 2064 <br /> CITY OF OP�ONO <br /> SEPTIC PER T PLA EVIEW For: <br /> INSPECT R �" & M Home Constractors Inc. <br /> D,E4TE L E MIT NO.zm�, ,"_E� p,0. Box 90 <br /> _� AFPR( '6D AS S[;B�T[TTF,A <br /> � APPROVTiI)NITH CORRF,CTiO1VS AS NOTED 413 Paul Ave South <br /> ho7 nrrxovFn-cokkecT&RFsu�tirT Cologne, MN 55332 <br /> Thc,c commrnts are li�r your inform�tion. All work shali be done <br /> in Full cumplianee with uf(upplic+iUle septic and zoning cude. <br /> kcquircr.,.�m�,including itcros r;ot specificEifly noted in this���t1021 Of pTOpOSE'.C� SeptiC SyStelTl SltB: <br /> Ki�_�i'�i i�i� i'L:',A StiT U�Sl�i'ii AT n't.l.Tl.WGS � <br /> PID#3111823420012 <br /> 4220 Chippewa Lane <br /> Orono, MN 55359 <br /> This site is designed for Above Grade Mound System <br /> The site must remain protected until construction begins. <br /> (This is the responsibility of the owner and or General Contractor) <br /> This site evaluation was evaluated on March 22, 2016. It is for a iype one dwelling with <br /> and estimated flow of 750 gallons per day. Soils information indicated a seasonal water <br /> table at 26 inches. A Mound System will be required to meet the 3- foot separation from <br /> the seasonal high watertable as required by MPCA Agency Rules and Standards, Chapter <br /> 7080, 81. <br /> The Mound System design area is 42 feet wide with a length of 92 feet. Pin Flags have <br /> marked the location of the soil borings, plu�the boundary of the system. <br /> The proposed system will require (1) 1500 gallon septic tank, (1) 1000 gallon septic tank, <br /> and (1) 1500 gallon dosing tank. The tanks cannot be deeper than 4 feet from ground <br /> elevation,and manholes must come to the surface, but be higher to not allow surface <br /> water to enter manholes. The pump will need to be sized to deliver 36 gallons per <br /> minute with a lift of 15 feet of total head. An effluent filter must be installed in the <br /> second tank with an alarm system. The filter must be checked and cleaned on routine <br />