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<br /> '-/O11_ vt �-1.0 To o SAti.lp �-I.S�
<br /> ,� F�l.l.�'�s �
<br /> �.y s,a�ao� �3.S
<br /> PL1�.1-� V 1�./ ,a u-� -Tc� sc..,�LL- S '�o
<br /> SET- BACKS � . 13, /o' � � . /
<br /> HOUSE �
<br /> Syslem must be�
<br /> • . Tonk 3Q� from property lines X- S�-'<id� �}�5�� W�o-��_,
<br /> v - aT �� from welis
<br /> �o from bldgs. ,
<br /> -r'�'' 7reatment oreo =�from lokes , _� streoms
<br /> - - • - -- - n�
<br /> Treatment area �o from property lines NOTE� Power supply ond switches must be bcated in a -
<br /> MaN Ho�5 .+��►+ ►r" . �S ' � w e ath er p roof encbwre outside the pumping chomber and monhole _
<br /> _ from we Is
<br /> ' RQ��F"`- �o �from bldgs.
<br /> � �- -� L'from trees SOIL BORING ELEVATIONS
<br /> ' _. i � r _ �.. .. �(� ��
<br /> �P - � �min. . - ' TH�I EL.-�� �
<br /> .�
<br /> . �•�d�a.su i i e grade�' TH.�2 EL.-�`?�' • �
<br /> Tank /�
<br /> Tonk TH"3EL- `�a�''
<br /> _proa to Tonk "► PRESSURE DISTRIBUT�ON MOUND SYSTEM TH"4 EL-
<br /> LF-1�-�c� 1�-�A.�,�o�,a
<br /> . � Min. l��io8� �p�mpi�9 TH.`5 EL-
<br /> _ Max.l��04� '� ���P -riR1.a�C-S SH�A��.oc�J Chomber , . EI.EVAT10N ot PROPOSED PUMPING
<br /> CHAMBER-�_��v P•��+p �7.0
<br /> , 4��to 6��dia.pipe �-�oo.•__�
<br /> � . '�o�_ o<-__C3Lo�
<br /> SYSTEM DESIGN -MOUND • *}P4e��c. Low E sT F�o�-��,y
<br /> TYPE-�, � BEDF200M , Aveioge percolafion rate L �� min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) �
<br /> . �oo �I./day x.83sq.ft�ga�.�g;�sq.ff:of heatme� area �10% = S�i2 sq.ft. (= IOft,width=��ft.lenqth of bed area+side slope run�to I x�height= `�3 N.x�.l_ft.lawn•orea needed)
<br /> � Ciean rock needed- �,�_sq.ft.treotment orea x!��depth d rock= s?u cu.ft=27=31_a.yds.(3/4��to 2 t/��dia. ,�ciudes 2��of rock above pipe)
<br />,� -��',�- Clean sond fill below rock needed��cu.yds. approx. , sondy loam back fill.�_a.yds.approx., topsoil 6����cu.yd. ►��� S'a�'os '�'f-�r� � • 3
<br />'j ��l2M�-��15) �CO A�� '�,o Jo "T'O '1'•04So��Fo� \�g4���r�� SInoPE �7 Gu�(o_^Co�a��
<br /> Number of tanks required 3-, Ist tankl�Qgol. ,2ndtankL�gal.minirrxms P�U� P�•Y.P�►�i..� �����a�-� .
<br /> Pumping chamber Capocity- 25% of daily sewoge fbw of,�gal.=�so gal.+reserve sforoge of 15 0�,��/Bl� �� gol.+pipe bocic drorx�ge- pROPERTY OF: SLD'�'� M���S-'�1�
<br /> � of��gol./IOOlin.ft.of3�dio. supply pipe, Iin.ft.neededlY�_, �_gali manifold�gal./IOOlirtftof��dia.pipe,ln.ftneeded_2 ��_gal, r�i,{ p �,,ap , ��o�l�..a �-p
<br /> total capacity needed '�'�� gol.(Plus a►ea for pump) usE rn,,�. /o 0 0 ��,l,«.,�, � b'�-p1.i p M��. 1�+�t,��� _ C G,
<br /> - - Distribution ppe 1���-•dia. � ISG iin.ft, ��_�dia. perforations�.���opart
<br /> Pump s¢e�hp. (p�mpoble capacify 11�_qol. 4 qdes/doy) u��� 1 g � ►-��,a v �e�ss _ o�sc.�-t�u�G L10 � $-P TEST/NG /N�,C. . ..
<br /> Note� When cAr�s�ructiing bed � , this orea shoub be shoped Note� Distonce trom treotment oreo �o neighboring wetls- ��,,,"� �,�;��,,,�
<br /> b divert run-oti from entering sreotment oreo. - t��c-la-�ee --�,��.1 �U� ' __ I Designed 8y� ,
<br /> - pnte :g/�/9s2 � PH, 6�2-497-3566
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