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� . . _ a�_ - <br /> `� 4;) SS ��! .. <br /> _� ` lo x��S F-o B�ro S <br /> ! ' , � . SS - - �- _ . <br /> � , ,N •\ , <br /> � - o� - 3.5► �F�°` �o�'� 3.y� <br /> i•5�SAs�o ' <br /> - 'P��>..! v��uJ ti� <br /> SET- aacKs . �_— a ; °' --- ��' ' <br /> � <br /> HOUSE ( • System must be� <br /> � � • . Tank � from property lines X - S�.-��c�1.1_�p S�1� l��Q-��_, <br /> Ll. � �'� � from wel!s . . <br /> WALI� - dWT � � from b'dqs. � <br /> ���,. <br /> , - ,�„ . � Trea!ment orea _�from lokes, _ streams <br /> � Treotment area �� from property lines NOTE=Power supply and switches must be Iocated in a <br /> . MaN Ho�S ��n ►�-" 7S�from we!Is . weather proof encAs�ue ou!side the pumping chomber ond manhole <br /> . � aRc�F"`' �'from bldgs. � <br /> � �--► �s?'from trees � � SOIL BORING EI.EVATIONS <br /> i � r - ,� � e I 1 <br /> , � . <br /> �Qmin. , . � THAI �L.-�.S '��`L-a9L .� <br /> } <br /> � . � • o�•,da.su I i e TH. 2 El_.-1�4s3 '�1��`7-�g5s.S. <br /> � - 5 - grade�% <br /> � - Tonk � � Tonk � I .- TH"3EL:9°��'z3 -fN�4S -�t�6.3 <br /> ; Drop to Tank I (1 ; I �y� PRESSURE DISTRIBUTION MOI�'ND S YST EM TH•.�`L-o,�L•q . , <br /> . �� � L� �--� <br /> � . - Min. I to 8 � � ; TH�5 E - � <br /> � P�mp,ng L. 9�.q <br /> � Max.l�to4� '� ���P Tx�U��s SN�At.�.oc�J Chomber E�E1/ATION ot PROPOSED PUMPWG <br /> ! . 4��10 6�dio.pipe CHAMBER-`�°��.ou�> �rn�'�93•0 � <br /> i � � �4�oNr..�0'4. t� Y>�.o c.`(�- �vo6.o <br /> ; SYSTEM DESIGN -MOUND _ i� _ ��w�s-c '��oo�-9��s:a � <br /> � � <br /> i TYPE-S, � BEDROOM , Ave�oge percolation rate�min./inch (design.83 sq.ft treatment oreo per gal. of daily sewoge flow) - <br /> � .'�gal./day x.83sq.ft�gal.��,sq.ft.of heatmeni orea +10% _��sq.ft. (.= IOft.width=�ft.Iength of bed area+side slope run�to I x�heigM= �_ft.x`�ft.lawn•area needed) � <br /> � � qean rock needed- �_sq.ft.treatment area x •���depth af rock�L`�cu.ft=27=�'Zcu.yds,(3/4'�to 21/�'dia. ,includes 2��of rock above pipe� . ' <br /> � �~�`��� Clean sand fill below rock needed�.`i�cu. s. a cu. � � <br /> w�s�� yd pprox. , sandy loam back fill �` cu.yds.approx., topsoil 6��_2� . yd. A�1�=.--S.f3N0_._._Qr4s1�_:----1-rl- <br /> (ZEtor'1M�WD '�O A00 10'70 -�O -('OPSOZLFOE- 1RK4��.AZ '�4�PE.�D _._L�Yo_.'S�.} <br /> Number of tanks required�_, Ist tonk�Qgol. , 2nd tonk o v gol.minirrx�ms F�us P�-lm P�N t� �t� Rm p�R- � <br /> ; . . � <br /> � Pumpinq chamber capacity- 25% of daily sewoge flow of�_r�al.=_�gol.+reserve storoge of 15 0��I/BI�.�2 gal.+pipe bock drouioge— <br /> ;_ N PROPERTY OF: C C'��i'r 1�..1 5 rt°`�- <br /> � of��gal./IOO lin.ft.of � dia.supply pipe, lin.ft,needed �_, �S ga,.+manifo!d 1`�gal./IOO linft e43��dia.pipe,In.ft needed `� ,3._gol. �p� !°I, v��'OL1L �� <br /> ; _ total capacity needed 3�,�.gal.(plus area for pump) uSE rn�n. �.�0 gq 1.ca P. � D'�D�a j�1 �..�• N��11..�. d0 . <br /> � � _ Disiribution pipe ���db. ,�`�lin.ft� �)32�dia. perforatbns�.S���aport � <br /> . Pump s¢e�hp, (pumpobte capocity _��gol. 4cycles/day) ���s_�_(��__��po Pa�ss �,, o�se.�1RQ-U�.,_��Aa�D�,_ � S'-P TEST�NG N . <br /> , � . Note� When constructing bed .- , tnis oreo shoub be shaped Note= Distonce- from treatment oRo �o ne+ghbor�ng we��s— t pes;gned "y- �•��L '"'— <br /> to divert run-off from entering treatment orea. �'�14''C�- ..�Dv `' ' <br /> . ` Do!e�S/i?./''� , PH. 612-497-3566 <br />