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300 Big Island - PID: 23-117-23-32-0027
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2017-00520 - septic
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Last modified
8/22/2023 4:13:17 PM
Creation date
5/25/2017 7:50:23 AM
Metadata
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Template:
x Address Old
House Number
300
Street Name
Big Island
Address
300 Big Island
Document Type
Septic
PIN
2311723320027
Supplemental fields
ProcessedPID
Updated
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. , <br /> ELEVATIONS <br /> Bench Mark: 100 . � <br /> EAST END OF TRENCHES: - <br /> _ ,. - _ _ � . <br /> Trench 1: 100.6 . - ' � � � <br /> Trench 2: �99.9 '� � �� �` � <br /> .' • <br /> Trench 3: 99.4 ,.' �w_ .� <br /> � <br /> .... <br /> Trench 4: 99.2 , , � <br /> .. .. � <br /> Trench 5: 98.9 , ��� _ <br /> . <br /> � . <br /> , � <br /> . <br /> � � , <br /> � } _ � ` ` . 4 �. <br /> , , - . , <br /> , f <br /> , � .. <br /> � � .� , . <br /> :. , . <br /> . r � <br /> ► , � <br /> � , � <br /> � , �, <br /> ' � � <br /> � , ` � � <br /> ' � ► <br /> � ` 2-br Cabin � <br /> , � <br /> •, . � <br /> � ♦ <br /> � . � . <br /> ♦ ' _ _ <br /> ♦ �� <br /> � ♦ <br /> ♦ � <br /> ♦ � <br /> , ♦ <br /> ♦ � <br /> ♦ 'ti � , <br /> 1�. r� �• <br /> This shed is resting on blocks, � �� <br /> not footings,and is not subject '.� � <br /> to SSTS setback requirements. . � �� • <br /> . � � <br /> N��. <br /> 0 <br /> Shed <br /> f� ���; � � <br /> 23 <br /> � '�S <br /> 10 Legend <br /> QProperty Line from Hennepin County GIS <br /> Shed <br /> 4"Effluent Distribution Line <br /> _ 2"Effluent Supply Line <br /> 4"Building Sewer Line(To Be Pressure Tested) <br /> TRENCHES: � InfiRrator IM 1060 Tank <br /> 5 trenches,24"max depth <br /> InfiRrator Quick 4 HC Chambers �Trench <br /> 7 chambers per trench � y�ll <br /> 28 feet per trench <br /> 35 total chambers � �� 50'Well Setback <br /> °,~i� 20'Well Setback <br /> � Ksat Test <br /> Soil Pit <br /> N � Soil Boring <br /> 25 12.5 0 25 � - � Benchmark <br /> Feet �--► Distance <br /> Path:V:101S�2006NYnxd\workinp.mxd <br /> Dala:6Nl 017 Tima:7 :04:36 PM r.SumMTO 8 <br /> CRAIG HEIMERL - 300 BIG ISLAND �^�WENCK MAY 2017 <br /> � � <br /> Proposed Layout ""�"""`°"`'�""�'�'� Figure 1 <br />
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