HomeMy WebLinkAboutSeptic New 00 King Street �O�3 Aj.
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40
Sanita;v Disposal System -
DESIGN ` ;V
,,
Deep ``est Data: Proposed Reserve � <
v — 84" clean sand Leaching Leaching o =�
no groundwater Area , Area
no ledge _fir
Percolation Rate; I
--
T" drop in 5 minutes 55' �' I 155' j
I,
3 Jedroom Residence
V3B Gallon Septic Tank ,e
TSE In 5 LN-' of 3' wide leachin '
�- De;ep Test
trenches '
I01 min, Q�Perc. Test
y IO00 Ga12on Septic Tank
Cast"Iron
15 min. i Pipe'
;o ,FF 43.83 1
' I�F� 42.5 = HSE. �I.:.
40
NOTES
Right to main— 41
tain endvvall to
Town'of South ;WELL DRIVEWAY /
I
Windsor in this `TO �f r 75.5' '
area.
��OF COfl�jFC .9.,
r c' $Zo' . 250 1
to PI
at in
0
of
King t
3 PROPERTY gg 40 �2i1gizi e
S�aNALBT��' of Rd.
STANLEY KRAJEWSKI
King Street South Windsor, Cann.
Hof co�r�E�,Ti Scale I" � 4p 1
;�L W. o�:> August 19. 1976
ktv 'Aver,30, 197�
*Qb
az9s
E*Ianuel W. Lucek P, E, L. S,
fir building purposes only