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� • <br /> � ' ' ' DETAIL SHEET SCALE <br /> � ONSITE WASTEWATER TREATMENT SYSTEM 1" = 20' <br /> � <br /> I _ <br /> � I 48' " <br /> . � <br />! I PROPOSED <br /> 1 � _ I , <br /> I � 2—BEDROOM � p <br /> 1 p CABIN <br /> c� <br /> I � , <br /> ; I <br />� I 32' <br /> ; I <br /> � � 1500 GALLON FIBERGLASS <br />� I SEPTlC TANK WITH K`� <br /> ORENCO EFFUENT FILTER � � ,`�" <br /> - ��' M,� <br /> I � <br />� „ I <br /> 4 Sc 40 Pvc� <br /> I I �� I = <br /> i a 0 � <br /> � � �' � <br />� �� � <br />� ~� _ /� �� � '�� � ro - <br /> I � � \ �� � � I <br /> QQ� � �~ <br />� I ( <br /> � -�#2 <br /> I -- — <br /> � � � <br /> � ��• ry �ry �. <br /> �`�� - <br /> �� � <br /> I <br /> EXISTING ELEVATIONS �09.52� <br /> IBENCH MARK=950.89 <br /> (TOP OF IRON NORTH PROPERTY LINE/SURVEY <br /> LINE) <br /> ISOIL BORING #1=948.0 <br /> .SOIL BORING #2=914.8 <br />�ROPOSED ELEVATIONS <br /> TOP OF BLOCK=952.4 <br /> INVERT OF BUILDING SEWER=949.50 <br /> INVERT OF SEPTIC TANK=949.30 ' <br />�PREPARm BY: �� REOUESTED BY: <br /> ECp SYSTEMS Q�GW�RING 280 BIG ISLAND RICHARD PARSONS <br /> I� � '''''''" ��T ORONO, MN PACE: �_ OF �_ <br /> EUC RNER,YN 36330 <br /> a�ruw�w�w�v us�s��a�a s�r a as�r�.�I�s OATE I I/I$/�2 <br /> I <br />