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• i <br /> ri <br /> ' <br /> � s6 <br /> SET- BACKS <br /> HOUSE System-must �e <br /> Tank ao' from property lines <br /> 2.f from v'et's } <br /> x`SU N•'('h- G`�=�"LE�'S" f..,�to`;�-��{ J t <br /> from b'dcs. <br /> p„ T eo!men•. area •from Ickes , ___ streams =, NOTE:Power supply and sr:itches must be locoed in a <br /> Treatment area , from property lines U'A*V-N�*'(_V <br /> �r W 4 aT Loo¢ • P P Y y ,o weather proof•enc osure outside the pumping chomber and manhole <br /> from we'!s <br /> '',ram bags. t <br /> t— L' from trees t—�i SOIL BORING ELEVAMONS t <br /> l r _ t <br /> Amin. TH.I <br /> _ Q .oda.s)P - _'Pj_ o TH.02 EL. <br /> To-f Tank t '.i a,-o-5 ' ar de /o TH"3 EL.- t <br /> _Drop to Tonk ( PRESSURE DISI RIBUTION MOUND SYSTEM .. , <br /> Min. l"to 8I Pumping T H"5 EL.- <br /> N,cx.l"to4' '_ k P -'VA U� � _ ELEVATION at PROPOSED PVVP:'4> <br /> G�?,L�LL_C�tom} Chomber o 7 ' F'�7. Pu m C%— <br /> 4"to 6•�dio.pipe Soti'Cl� � �ti�_(aL� - A�?i�4���T� S���m P C;AV.`�ER- cC_ w ' _ <br /> •8'�:`L t.-11 S c9,L„ 'Sfj's' F A ­� 'C N <br /> SYSTEM DESIGN -MOUND t:AC--V' <br /> -- -- — S3 PP\reJ A�.._ CS',( "t'l-1 C-- G\^;"-! '��SF's L"�L�� . `pe,,.a.c; j-�t�� O�-_ ":.._1G o,c•• <br /> TYPE-1, H BEDROOM , Average percolation rote min./inch (design.83 sq.ft treolment area per gat.of dory sewage flow) �'� °''" c `z - i c'o •ti <br /> vo gol./day x.83sq.ft/gal.�`�sq.ft.of treolment area +10% = 5y ) sq.ft. ( ' IOf1.widih=_5_!L ft.lenThi of bed area+side s!ope run oto I x_l:_�height= ` ' ft.x_``*�ft.Town•orea needed) <br /> Clean rock needed sq.ft.treatment area x depth of rock= < cu.ft=27= 2 I cu.yds.(3/4"to 2 Vf dla. ,includes 2"of rock above pipe) <br /> Clean Bond fill below rock needed a 3 S_cu.yds. approx. , sandy bock fill cu.yds.approx., topsoil 6"_'Z cu.yd. <br /> wAStK-`J ppy lo ��C7-.0;o 'O �S OE So�ti �rU� 1^c t<-� •i iaQ �t c1'�-- �7--�`i f�1�L_ . <br /> Number of tanks required Ist tank /cc got. It &2nd lank ogol.a inm ns PLS Fk- YAFt0� t. <br /> Pumping chamber capacity- 25% of daily seaoge flow of !�gol.=legal.+reserve storoge of 150-,;,-.I/BR:2-_0_a gol.+pipe bock dmdnoge— t <br /> PROPERTY OF: �"o N t•- <br /> of I -Z gal./100Iin.ft.of a "dio. supply pipe, lin.ft.needed :2 ct , 3 7 go!.4 manifold I V go'./100 lirft of?"dia.pipe,ln.ft.needed 7 ,?_gal. 7S 'D o --r-we-t ti VA A <br /> total capacity needed '):Y2 gat.(plus area for pump) u�r- r-,,�r,. /oc P_`1.� �a. � '"js W r� . N?" Y� • Go . <br /> Distribution pipe l'�"dia. Itl.�`�lin ft., dia. perforations ��opari <br /> Pump size 1 J a hp. (pumpobte capacity�gal. 4 cycles/day) u`cam '? 1 +c ��f`<=� p�sc�g -1-.C y Q Q:�1 r� S-P TEST/NG <br /> Note: When construcling bed 7 , INS area should be shaped Noie4Distonce from treatment area to neighboring volts— � Designed 9y 1���- r �:' <br /> to divert run-off from enterin treatment area. 1�� Tr`"u `� <br /> g Dote:L_/L/yL PH, 612-497-3566 <br />