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Legend <br /> 1p� �Approximate Property Boundary <br /> .�o <br /> Q�� O Percolation Test <br /> O Soil Boring <br /> �� Piezometer or Well <br /> / � Benchmark <br /> � Potential House Pad <br /> � Trench <br /> 9F8 Piping: <br /> � ��P � 2"Effluent Supply Line <br /> �J�P C, 4"Building Sewer Line <br /> ��5� �� �� ---- 4"Effluent Distribution Line <br /> ���/ ��'-' <br /> � 950 <br /> 1,000 gal Infiltrator IM-1060 LiftTank <br /> ✓ 1,500 gal Infiltrator IM-1530 Septic Tank <br /> 66" Monitor�ng�Vell Proposed 4 br <br /> 24"Piezometer--� �956 Type 2 Dwelling <br /> 36"Piezometer� I o <br /> 48" Piezometer�� �� <br /> � � <br /> �•� � @ � <br /> 53 � <br /> 1� ti <br /> � �� �h <br /> �Z� <br /> � �� <br /> � ��� �� <br /> � 95q Location Elevation I <br /> � BM 1001 <br /> � �T1 99.8I <br /> °e T2 99.8I <br /> <. <br /> y T3 99.2I <br /> � 4 <br /> T4 98.6I <br /> �S� 4 0 9a2 T5 97.7I <br /> 'J T6 94.7I <br /> s T7 93.5I <br /> SB 1 97.6I <br /> ,9F S B 2 98.4 I <br /> F SB 3 96.5I <br /> 9F8 926 Perc#1 97J I <br /> 930 Perc#2 99.5I <br /> 30 15 0 30 N Trench Elevation is I <br /> Feet A 8 for north end of I <br /> Path:N:\GIS159981mzd\REVISEDLayouLmxd eoch trench I <br /> Date:7178R076 Time:12:20:77 AM User:SumMT0098 <br /> SHAWN WISCHMEIER - 540 BIG ISLAND �^� WENCK JUL 2016 <br /> � � <br /> Revised Proposed ISTS Layout ReSPonS��ePar��e�.EX�ePt�ona�o�«ome5. Figure 2 <br />