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DESIGN FOR AN SUBSURFACE SEWAGE TREATMENT <br /> SYSTEM (SSTS) <br /> �� �� � .. . . <br /> PREPARED BY: <br /> _...__.. ��� <br /> E'HIP'S SEPTIC SERVICE LLC. C'ITY OF ORONO <br /> Pernel "Chip" Hentges SEP'T'IC PE iT PGA � E IEW <br /> � �}11S$YSTFM 1S DESIGNED FOR 16762 Babcock Ave. �SpECT R <br /> �BEDROOMS. ANY 1NCREASE IN NUMBER Lester Prairie, MN 553�E � P RMI NO - 8 <br /> � ARO F.D AS 3UBMITTEp <br /> 4F BEDROOMS INVI�IIDATES TNIS DESIGN. 952-200-3176 � APPROVGD WlTFi C()RRBCTIOr19 AS Nf)TEp <br /> ` chipseptic(a��embarqmail.co NOTAPPROVBD.CpRRECTdYRESliBNIT <br /> ; Thc,c commenta ue for your infarmatiun. Al!work shall bo da�t <br /> - � in tull comptis,nce with QII uppticable septic aeu{zoning cudc. <br /> : � :�:� ��=•w f- a�'{- Minnesota Pollution Control A enc Iri�l�n�i�l�� �, ,,,5„� <br /> t ,..:.: g 3' �� e specilically notcci in this cavietv. <br /> . Treatment System License N�I'��S pLAN S6T ON SITE AT ALL TIMGS <br />..ri-.�,.�-... P-.-....__.>,....__,r., . - , _.__ ,� - :�;. --a <br /> .._._.____ • <br /> , ....._---------...____._ <br /> ______..M..__..._.._. , <br /> __._---__.. For ' <br />, � .���Nj�j�������0 � Thomas Clapp <br />� ` 215 Hollander Road <br /> F U�BWIlNN�3SY�MIJ�NiI �SW002la38`� Orono, MN 55391 <br />' ` �0�03fi191S��St W3fSAS Sl!#i <br />: ; <br /> :_.�.__...._______ ._.._.,.... __...__.. . Location of proposed septic system site: <br /> w_---- <br /> _ ._ ___._ ______.___.. .... � <br /> _ _ .__..._ _ __,._. , <br /> �� ���� ��� PID# 2511823440013 <br /> SAME <br /> This site will be designed for an Above Grade Drain field <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 completed on September 8, 2016. It is for a type one dwelling <br /> with and estimated flow of 750 gallons per day. Soils information indicated mixed soils <br /> in the upper 12 inches of the soils, requiring a monitoring and mitigation plan to be <br /> developed and signed off by the owner and installer. This system will be considered a <br /> Type III under the city of Orono Septic Code. This system will require 24 +- of the <br /> mixed material within the absorption area, to be removed and re-placed with washed <br /> sand. Three (3) feet of sand will be required under the rockbed to meet the 3 foot <br /> separation from the seasonal high watertable as required by MPCA Agency Rules and <br /> Stand'ards, Chapter 7080,81. <br /> The Mound System design area is 64 feet wide with a length of 110 feet. Pin Flags have <br /> marked the location of the soil borings, plus the boundary of the system. The fill material <br /> to be removed is within the Absorption Area of the mound which is 17 feet downslope of <br /> the rock bed and 80 feet long. The contractor to remove 24+- inches of the top Mixed <br /> Soil Material to reach the original loamy topsoil. This will require about 160 yards of fill <br /> material to be removed. <br />