Laserfiche WebLink
I <br /> i �X <br /> i <br />; �:, ss <br /> i -� <br /> i /o',� C.tS� R�oc.lc. CiE o _ �_ <br /> r <br />� � �'\SS � Qsc_ ` � <br />� ' 3'O �Fi�L sw►io 3.5 <br /> vo1•1 <br />� /.o SA�.,p �/ ���---�0.�, <br /> P�A� v���.-✓ �_�_ — -5�O <br /> SFT- BACKS i� ' .I /O�- -� � <br /> � <br /> HOUSE Sysfem must be� <br /> Tonk �� from propertylines �- ���'�� �'� �}} S�y�` W����` � <br /> il�� y� -,� � __?� (rOm w21!S <br /> �Lt�f V,...,w�•p w.`� _ �o from b'dgs. , �.,��,..a�+o. t,��� <br /> �� �� � �� i���• ireotment oreo =�frcxn lokes , �S s#see�as <br /> - ��� NOTE� Pawer supply ond switches must be located in a <br /> Lv,,"�.� �-�,��- T� Treotmeni orea � !�om property lines W�ther proof encbwr2 outside the pumping chomber and monhole <br /> K�.�p -�R„�5 s,�a�..o�..� r-1,4r�No�S m�n t�" _Z�.�from we:ls <br /> eacrF��� ��from b!Ggs. <br />� '� r�' L from trees ,� � SOII.. BORIf�G EI.EVATIONS <br /> � � � J�, i c I(— � a <br /> a,�min. TH. I �� .-tooa.a -r�l't C� - ��1�.9 <br /> - 30'- � �.��d,a.su I TH. 2�L.-112�11.8 <br /> i _ � o _ qrode�% <br /> i Tank ' Tonk ::I TH r3 E�.-23�-q <br /> Orop to Tank i �I PRESSURE DISTRIBUTION MOUND SYSTEM Th-� `� _1��•L <br />� � TH`5 `L.-293_� <br />� N�in. I��io 8 �Pumping <br /> I ' '� EL`_�/A71OV ot PROPOSED PUMPING <br /> Max.l��to4 ���P 'r��-1�-5 Sl��`.�-oc� Chomber <br /> C'.-{AN:BCn- �l�1.0 L���,'P..�w�l���V.D <br />� 4�to 6��dia.piae , a�4o rv. -to4 0� ��o�v� -°��c..o <br /> �� �ow�*� �t.00�-- 94f c..p <br /> I SYSTEM DESIGN -MOUNO <br /> TyPE—�� �. BEDROOM , Averoge percolation rate 1�min./irxh (design.83sq.ft treotment orea per gal. of daily sewage flow) <br /> � o gal./day x.83sq.ft/gal. � ��sq.ff.of heatmenf orea +10% _ �` sq.ft. (.= IOfi.width=�_fi.lenqth of bed areo�side slope run�..to I x�heigtt= �_ft.x � _ft.lawn-area needed) <br /> � � � <br />� qean rock needed— .Sr�'�sq.f t.treatment area x L4�depth of rocSc=2L�cu.ft=27=�_cu.yds(3/4 to 2 I/� db. ,incc�udes 2 of rock above pipe) <br />' �0`�'� Geansand fill below rock needed L�Q_a.yds. approx. , sandy loam bacfc fill�`�a.yds.appcox., topsoil 6���_w.yd. AV�• SR�b oE4�f1� • 3•3 <br />� �J 45N��o �ELo_C�t^�1J�._-Co Avo �.0"70 'Co -�oP So��.foF .1l4R�c:t,.3�.A�'SS._o���$-��o) <br /> Number of tanks required�—, Ist tonk�gol. , 2nd tonk�gol.mininms �s PLi m P�N� ���Y*"�Q E Q— <br />( Pumpng chamber capacity- 25% of daily sewage fbw of � v qal.=1��.gal.+reselve stange of 15 O�z 1/B�� � gal.+pipe bocic drainoge— , � <br /> PROP�RTY C�� �- <br /> i of�_gal./1001in.ft.of�+dia. svpply pipe, lin.ft.neededl�, 'Zgal� manifo!d.L gd.��00�i�tftof���dia.pipe,l"�ftneededZ ,�_gal. L �u <br />'• total ca cit needed 3(�2 I (plus area for m ) e,s� r+�,r,. � �+1.ca �O M <br />� Pa Y 4a• P� P L�_9 P- <br /> 1 Distribution pipe �.Li�d�a. , 1�_�in.ft., ��3 dio. perforations�l���opart <br /> 1 _ Pump s¢e �/� hp. (pumpable capacity�2gol. 4cycles/day) ��,�Eo �.c� � H�Ao PSz-Ess J��S��F�Q-��- 3� aa\ 1 r�� n. $-P TEST/ G / C- <br />! Nole � When coRstrvct�ng bed -- , �nis areo shoub be shoped Note� Distonce from treotment areo to �e�qhborinq v.�Iis— � r�es�qne� 9y� �� �'"� <br /> to diver� run-of( (rom eNering treoiment orea. � �t'��'�� �°�' <br /> ; Ooic 3 /�/q� , PH. 6i2-G97-3566 <br />