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�a' ti,iss <br /> 39! 1 o',c <br /> l� <br /> Pt-AQ VN-r--V2 <br /> SET- BACKS <br /> HOUSE System must be: <br /> Tank L0' from property lines <br /> I--LlL- - _2,i from wells <br /> O from b'Ags. <br /> iw�a Treatment area ='from lakes,= streams <br /> NOTE:Power supply and switches must be located in a <br /> Treatment area a22 from property lines <br /> weather proof enclosure outside the pumping chamber and manhole <br /> MA-Ntloc4S -in t�-" � from we!-Is <br /> L�acrFrcc_ ad 'from b!dgs. <br /> L'from trees SOIL BORING ELEVATIONS <br /> a <br /> Amin. TH. 1 E1 .-1oaa,7 <br /> D „dio.sugrade—%TH.u -2 EL'- ''3- -1-A <br /> TankTH <br /> ' <br /> Tank "3 EL.-L�s 2-4 - /oa�t.0 <br /> Tk : <br /> Drop to Tank_ I PRESSURE DISTRIBUTION MOUND SYSTEM H.74 c L_/D y <br /> Min. 1'to 8' Pumping TH75 EL.-Jal L-4 -/0 A-1, <br /> Max.l"lo4' 4- S�1 A`Lo c�J Chamber ELEVATION of PROPOSED PUMPING <br /> CHAMBER- <br /> -4 to 6 dia.pipe pya4esroo -% a+G� --Jo33.t7 <br /> SYSTEM DESIGN -MOUND <br /> TYPE-.:L, L BEDROOM , Avefoge percolation rote I S-� min./inch (design.83sq.ft treatment area per gal.of daily sewage flow) <br /> 2000_ gal./day x.83sq-ft/gal.042 sq.ft.of treatment area 410%= sq.ft. (= 10f1,width=I S ft.length of bed area+side slope run-29-to I x33 height= 3 fW4L ft.loan•area needed) <br /> t Clean rock needed- 1I2 sq.ft.treatment area x ),09"" depthof rode WH tuft-27= -Il cu.yds,(3/d'to 21/f dia. ,includes 2i'of rock above pipe) <br /> Clean sand fill below rock needed aQ,0 cu.yds. approx. , sandy loam bock fill 3_cu.yds.approx., topsoil 6 2Lcu.yd. .9V-e­ 5211AMk /-3 <br /> ADO ;k.0-070. ;k.0-070 -_-Co -C_oPSol,-EoF <br /> Number of tanks required - Ist tank)- 00 got. ,2nd lank/DB Z) gol.mir irrxins Pugs Pa m t?%N*u e1�iAm p E Q- <br /> Pumping chamber capacity- 25% of dailysewage flow of 100 gol.=3&.gal+reserve storage of 150ga1 /BFl;:3@B_gal.+pipe bock drainage— PROPERTY 0r <br /> of 14 got./100lin.ft.of3'dia. supply pipe, lin.ft.needed A9o , 1_4gal.+manifo!dJ_5Lgal./IOOlhftof --"dia.pipe,hft needed Q , 3..go!. �_ �o <br /> total capacity needed )LuL gal.(plus area for pump) u5v-r rain. 1$00 ggl,caP. u <br /> Distribution pipet��do. , ?L-lin ft.,Lydia. perforations_62oport O-po+ o' ".0. 1-NV4-Ap• 6V <br /> Pump size1.1,hp. (pumpoble copocity.-Lq,�_gal. 4cycles/day) 1 lsgeo )9 ' ►-t�t�o PQ��s ���Sc�dpw� gal Min. $-P TEST/NG 11W. <br /> Note: When constructing bed - , tris area should be shaped Note: Distance from treatment area to neighboring wells— t Ootc�.5/13/51 ,Desi Ned 9 : <br /> g y <br /> W to divert run-off from entering treatment area. I,� T r t PH. 612-497-3566 <br />