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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
ProcessedPID
Updated
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. . _� � � � <br /> y'•isS , . , <br /> �� <br /> Q` /D�x�►�� �caG'6s0 V <br /> _ ^'J � - . <br /> . � � - � � <br /> � 2 _ <br /> . " -7 - � to o SAvo - � <br /> 3•O F��.L'q4.0 3.fe • <br /> P��}�.! Vt�v./ NoT-ro�ut�E a'a <br /> ��D <br /> SET- BACKS �--- �°� ���� ' � � 1 - - <br /> HOUSE - System must be� <br /> • . Tonk�� irom property lines X- ��-'<�b*a tix�St�� W�v�f�_, <br /> �-t- 2i (rom wells <br /> a.4 from b!dgs. . <br /> . -��;,; , Treotment oreo =frorn lakes,=streoms <br /> Treotment orea 3Q from property lines NOTE�Power supply and switches must be bcated in o <br /> MaNHo�s .�'�� �r" ��from we!Is weather proof encbwre artside the pumping chomber and manhole <br /> . [iyceF�c� �o from bldgs. <br /> r—i L'trom irees SOIL BORING ELEVATIONS <br /> 1 i r _ .. �� �I <br /> �min. , � 1'H.'I EL.-�. <br /> . • �"db.su I i e qrode�%TH.�2 EL._�� • <br /> Tank Tank TH'3EL-�I.y <br /> _Droo to Tank PRESSURE DISTRIBIJ'TION MOUND SYSTEM TH;4 EL-_ <br /> � Min,I��io 8� P�mping TH'S EL-_ <br /> Mox.l�to4� '� K-�P �ta�..1�G.S SN�A��ovJ Chamber , ELEVATION o1 PROPOSED PUMPING <br /> CHAMBER-�9.D Lao.,PaY�P �o.o <br /> , 4'to 6��dia.ppe �oe o r Uq�h�E s�aa-�o o.o <br /> SYSTEM DESIGN -MOUND -(o p o� a�-.o Tnr�� '1�,� • <br /> TYPE-� �BEpFtppM Ayer rcolation rate min./inch(des 83 fl treatment orea I.of dai flaw) '-'RO`'*'o `�'r" " - �o�.�s <br /> � � � De .�-�- gn• sq. Per 90 ly sewo9e <br /> �-a-CJ I./ x.83 .ft! 0�.�23 s .ft.of lreatmeM oreo�10%=�L.� .ft. (=IOft.width=�fl.knqlh of bed area+side slope run '-�to I x�heiqt�= 3`� ft.xZ 1t.lawn•areo needed) <br /> � Clean rock needed- �o sq.ff.treatrt,ent rneo x �L�depth d rock--_i��52cu.ftT 27=�a.yds(3/d�to 2 V�'dio.,indudes 2��of mck obove p'�pe) <br /> S�Q''� Clean sand fill below rock needed )U D a.yds. approx. � sondy bam bock fill�w.yds.opprox_, topsoil 6��2_W.yd. .Lur�. Sa�� o�P-c4a 1•3 • <br /> WRStY�cO /�Ftn�1¢�D..'CO P��p �,O'lo'TO T�OQSo\4-f9�r \FF�-UJ��3�Slr�4E- C-.!� G�Yo 'R`L41� <br /> Number of lanks required�2—, Ist 1onkLQ4�qol.,2ndtonk/aa� qol.rttirmnu �tva PNmP�r.�►-. �-�i-,a.�.,cse� . . <br /> Pumpnq chomber capocity-25%of doilysewoqe tbw of`�LZqaI.=lL�qal+reserve staoqe ot 150yn�/B�1 �qal.+pipe bodc 6oiiage- pRppERTY OF� T�r� o�.so�.4 <br /> ofL�qal./IOOlin.ft.of �13�d'a.suPdY Pipe, lin.ft.neededi� S�.qol.+moniFoldJ.S�pal./1001nftof3�dio.pipe,fnftneeded2,�_qol. y��D t�A�(5��� e-c� <br /> lotol capocity needed s 2�gol.(Plus area for pump) us E r+"r�,1p�.Q_�°+►,�«�p_ � cs�a�1� M�(. N Eia y--1. Q D • <br /> Distribution pipe 1��2�db.,LL2�In.ft., ���dia.perforations�,��apart <br /> Pump sae��hp. (purnpobk copocilyl��qal.4rydes/day) ya�o 13 ' �+aoo e�e.�ss _o.sc.Hs�u� 3 I �o.l I►,�� $-P TEST/NG /N <br /> Nofe� When to�tructinq Ded - , this oreo ahoutl be shoped Note� Distance irom treohnmt orea b �neiqhbor�nq wells- Des�gned By� St^� �•���^-'- v- <br /> !,Q-F-�T`�- T1+A-�V I DO ( 9 PH. 612-497-3566 I <br /> to divert run-otf from eMering treatment orea. • "" Doie�,S/�/�2, <br />
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