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Septic design - 1990
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4360 Bayside Road - 06-117-23-12-0001
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Septic design - 1990
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Last modified
8/22/2023 5:23:10 PM
Creation date
9/2/2015 1:49:26 PM
Metadata
Fields
Template:
x Address Old
House Number
4360
Street Name
Bayside
Street Type
Road
Address
4360 Bayside Rd
Document Type
Septic
PIN
0611723120001
Supplemental fields
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. . _� , t <br /> y:is5 - <br /> . �t 4 <br /> Q` �o�,c 4�� F���L -be0 <br /> _. ^'1 � ' � — — _ . <br /> . ' i . <br /> � . � � . <br /> . / <br /> . -'") - 3.0 '�F�LL'q54 O 3•(e • <br /> PL74� �Il�11�I NoT�(D se�+�.F- S.� <br /> L�a <br /> SET- BACKS . �-- � °( � ��� � �� , <br /> HOUSE • System must be� <br /> • . Tank�� from property lines �- S�-t t d� t�X�S�� W�o-�� , <br /> �-�— � (rom welis <br /> �4 trom b'dgs. . <br /> . -r'�,,; , � Treatment orea =�fran lokes , .=streoms <br /> Treatment oreo 3S2 from property lines N0���`^+� suppiy and switches must be bcoted in a <br /> MaNNo�S •►��n t�-" • ��from we!Is weather proof encbwre outside the pumping chomber and manhole . <br /> .. � aRcrF�c� �o,'from bldgs. <br /> r —� L'from trees SOIL BORING ELEVATIONS <br /> , " i <br /> �min. . . THAI EL.-� - <br /> - ' � �j�'da.su I i e TH.�2 EL.-23-� - . <br /> qrode�_% <br /> Tank To�k TH"3EL:� <br /> _Droa to Tonk PRESSURE DISTRIBIlTION MOUND SYSTEM TH"q EL- <br /> . ' Min. I"io 8' � �p�mping TH.`5 EL- <br /> Mox.l��104� � �fr�P T�A1.a�GS Sl��A�.�ovJ Chomber , EI.EVAT10N ol PROPOSED PUMPING <br /> CHAMBER-.?���-¢o.,Pa*'�P �o .o <br /> . �4��to 6��dio.pipe . _ . �04 0�- �p�¢,��E sLt�a -,o� .o <br /> SYSTEM DESIGN -MOUND � -T�P o� a,�c� T�-�� 1� , � • <br /> TYPE-�, � BEDf�00M , Averoge percolation rote �_min./inch (design.83sq.ft heatment orea per gol. of daily sewoge flaw) `'�o�'�p `�-r �� " - �o".$ <br /> - �qal•/doy x.83sq.ft�qa1.�2'i sq.ff.of heatme►� areo �10% = ��-1�sq.ft. (.= IOfl.width=�ff.length of bed area+side slope run.�to I x�heigFd= 3 y N.x �d it,lown•area needed) <br /> � Cleon roc:k needed- �� sq.ft.heatrnent areo x �n � depth a�f rocic:�SZcu.ftT27=�a.yds(3/4'�fo 21/�'dia. ,includes 2��of rock cbove p'rpe) <br /> S��'�_ Clean sond fill below rock needed 1 y a a.yds. opprox. , sondy loom back fill�a.yds.approx., topsoil 6����2.._W.yd. Av� s�a�.�.�� o�Qt'�a / .3 � . <br /> u�ASK� Number of ianks required�_, Ist 1�nklQ�gol. �2ndlmk ��r'—`"''��� "'Co p`�o a,o �o -� -t'oeso„�� ..�������a¢ s�.o4� t r� c��co.-��a�� <br /> p /ab L7 �pl.m�YTxmS PLU S P►�m P�ti1 le �-F7 t-1 v►�<,i E� <br /> Pumping ctwmbe� capocity- 25% of doily sewoge fbw of y�qa1.=1L�9a1+reserve stanqe of 15 Oyt��/Bl�.�gol.+pipe bodc droinoge- pRppERTY OF: T�r� OLso►..1 <br /> of lo.S yol./IOO lin.h.of �1�,,�da. s�PP�Y Pipe, lin.ft needed�� S�qol.i mon�fild.l�qol./IOO Iinft of 3 N d'a.pipe,l"n.ft needed 2��_qal. ,���a �p��,{s��� �c� <br /> lotal capocity needed b � O gol.(plus o�ea forpump) usE r,,�r�, laac� o,�,l.c..�p_ � ���}� Mr1 . N�i� . L� o • <br /> Disfibution �� ' �� ' " � � <br /> PpPe L2 d�a. ,1L2.lin.ft._�dia. perforations�b._ oparf <br /> Pump size�hp. (pumpable capociiy 13�qa1.4 qdes/doy) u��0 13 ' N�Ao �-�ss _ o�sc.��i.�� 3 I �ql 1 ►,.,,„. $—P TEST/NG /N . . .. <br /> No1e� When co�ln,cting bed - , tnis oreo shoub be shaped Note� Distance from treotrr�ent oreo b �neghbainq wet►s- Desiqned 8y� �f^- ��•�� �"' ��`- <br /> to diyert run-otf from entering treotment oreo. � ���T�- �"A'� ��� . 9 PH, 6�2-497-3566 I <br /> � . Oote ��/a.�/.� � <br />
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