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1994-006722 - new septic system
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2990 Somerset Lane - 04-117-23-21-0011
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1994-006722 - new septic system
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Last modified
8/22/2023 5:08:36 PM
Creation date
2/25/2019 1:55:22 PM
Metadata
Fields
Template:
x Address Old
House Number
2990
Street Name
Somerset
Street Type
Lane
Address
2990 Somerset La
Document Type
Septic
PIN
0411723210011
Supplemental fields
ProcessedPID
Updated
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• ' -- - � . _. -- - -- <br /> - ----. .- --- - _..- � <br /> � . . a �_ � � <br /> . _� �- <br /> � Jox�s6 go �s� <br /> ti, ` � S - - �- <br /> I . ,`S _ <br /> � • � <br /> ' '_ 3,! I Z�"` SAWo 3.45� <br /> J /oa.S <br /> /• S��A�+�, 1 <br /> - 'P�A�>-1 V��uJ � � 3� <br /> SET- BACKS �.L.� �� �; /O'� �—� <br /> . I` --- ' <br /> HOUSE I • System must be� <br /> ( Tank�� from property lines X - S�-�j,a�.�S�4L. t.�.)�o��_, <br /> t� `. � from wel!s . - ' <br /> v.�A�-ti-ouT zU from b'Cgs. <br /> , I-���,;,; , � T.�eo!ment orea _�from lokes, _ streams <br /> � Treotment area �� from property lines NOTE�Power supply ond switches must be located in a <br /> . Mar�Ho�S m�n ►T" 7S'from we!is . weather proof encAsure ou!side the pumping ct�mber ond manhole <br /> . � QRGCFitL �'from bldgs. � <br /> � �——i 1s?'from.trees SOIL BORING ELEVATIONS <br /> � i � � - ��- � o � I <br /> � � � <br /> �,omin. , . - . THAI �L.-�� ���'�' l000.�-F <br /> , '�da.su I <br /> � � � • i ! � � �_ gr�de�.%TH:�2 EL.- 000. � <br /> � Tonk � ' Tonk i ;;, ��� TH"3E�:3�'!:� <br /> �rop to Tank ; ; t► PRESSURE DISTRIBUTION MOI�'ND SYSTEM .i.H••4 �L-q'�q.q . <br /> . �� � U , I �-'�N�C'6�- MA}1�'FOLo. . <br /> . • Min. I to e `�' �Pumping TH. 5 EL-1�¢��i <br /> Mox.l�to4� � ���P �C'�1-a�.�.7 Sl�+�A`.�..oc�J Chomber <br /> EL�IIATION ot PROPOSED PUMPING <br /> 4��to 6��dia.pipe • CHAMBER-�11c62u�d �P�r"P�o.o <br /> . . . _A44P��-.. �o? orr 8�.vc.Yr- /o01..o <br /> SYSTEM DESIGN -MOUND � �� �aw�asT �L.00�. �1� �,p , <br /> TYPE-S, .� BEDROOM , Averoge percolation rote 12�min./inch (design.83 sq.fl treatment orea per gal, of daily sewoge flow) i ` <br /> 2�gal./day x.83sq.ft�ga1.:�3.�sq.ft.of treotment oreo +10% _.��sq.ft. (.= IQft.width=�ft.tength of bed area�side slope run�to! x3�1 heig�= �_ft.x°►� ft.lawn•area needed) ` <br /> , I <br /> Clean rock needed- ���sq.ft.treatment area x. •L�depth af rock--�r L�cu.ft=27=�_cu.yds,(3/4�to 2 I/�`dia. ,includes 2��of rock above p�pe) ' <br /> w�``'�� Cleon sand fill below rock needed�1�cu.yds. approx. , sandy loam bock fill��cu.yds.approx., topsoil 6��.2�cu.yd. .AS7�--.__S.rt31-�o_____Q�451�_-..._1�_2� • <br /> c.J z�s t�� <br /> Number of tonks required�_, Isttank��2 I. 2ndtank o v ol.minirrxms ����' ��EN� -�o Aoo ao�o �C� TOQSOILFOF 1R-ft�ct�J�-AQ '��PE �4�-.-G�Yo.'�o'CAA.� <br /> go , �1L_g fti.V s P�t m P i N e.� �-��Am p E R- � <br /> Pumping chamber copacity- 25% of daily sewoge fbw of��r�al.=��gal.+reserve storage of 15 0;?�1/B��2 gol.+pipe bacic droux�ge- PROPERTY OF� L o'�'���1 5�t'� ' <br /> - 9� N PP Y P P , . 90 9 � dia.pipe�In.ft needed� ,3._gal. <br /> of I./IOO lin.ft.of � dia. su I i e lin.ft.needed�1Z 1� I.+ manifold.1`� ol./t00 linft of 1 O'� I`� �L�DL1L � <br /> • total Capacity needed�gal.(plus area for pump) us E rn�r�. ���O ga 1.ca P. � _D'�D�0 j�1�..�. N��1..�. d0 . <br /> piP t� � " ,�`�{in.ft.� �I�2�dia. perforat�ons�la,�apart _ <br /> � Distribution e L�dia. <br /> . Pump s¢e -�� hp. (pumpable capacity�bz.gal.4cycles/day) �,,.t��� e10.�___y�po __ Q.��s� o.�5cictpQ-L,�.��_�0�.�1�,�p�__ . i $-P rE-S•T�NG /N . <br /> Note� When constructing bed .- , this oreo shou►d be shoped Note= Dis'once• from treotment oreo 'to neigh��nq we��s- ' Des�gned 9y�, � �•��(. �'�`— <br /> to divert run-off from entering treotment orea. ������- ��� 1�� ' <br /> ' ���� :< /�/�y � PH. 612-497-3566 <br />
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