HomeMy WebLinkAboutSeptic New 42 Barber Hill Road (2) 741aK 4e SOUTH WINDSOR HEALTH DEPARTMENT APPLICATION 150.
• IN9 ON FOR SEWAGE DISPCSAL SYSTE4
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owner Pw i ptwr- LOCATION (parr bra r( 1,3 -
?=0r =0N TESTS: (Record all. tests) --17-4 0 SOIL MOISTM •
Date med., lov, etc..
TEST READINGS
HOLE #1 HULE #2 ECLE #3 EOLE.
Time Reading Time Reading Time Reading Tie Reading
ux,
TABULATIOR OF TEST RM-T LTS
Presoak Minimum .Pezcolation Rate
Hole Locatioa (Duch s) (Erg. ) (M3as./Inch)
2
3
4
QBSER7ATI01f FITS; (Record all pits) go Grcund Water Table
Date Near Max., Below
OTL DMCRZF_101.1+o -
PIT A PIT B P?T C f PIT D
0_10 - G` �h►rfai( �-6 l t-f.fix- 7d)o .so'( o P, -top l j f 4e -
l'0_y?— fit-Ayr
6 30 - St14ti! /0&&4 C -%,— ff/f/ l°�
/oawi '
�2�?i= f�l�/ S�►el `1a 7� _ s�dz gra�l;,�r`r"`.r
074---71k cix-rsw Xa„d
TABULATION OF OBSERVAml OR FITS
Ground Soil
Pit Loeatien Depth Ledge At Water At Mett=n
D
Over
FO 4 #2 SOUTH WINDS 0 R H'EA L TH _2_ Investigation-for SRwage, Disposa,L.Syste
DEPARTMENT
SPECIAL CONDITIONS
System design larger than 2,000 g.p.d. Water supply vatersbed
High ground water (less than 4 ft. ) ` possible seasonal high
ground water
Watercourse, marsh or pond possible seasonal flooding
Limited suitable area Slope over ISM''
Marginal soil (30 - 60 mins./inch) Shall ledge (less than 7 ft.)
Underlying tight soil (less than 4 ft)_ Other
CONCLUSION
Suitable for sewage disposal
Unsuitable for sewage disposal v
Additional investigation required
Retest during wet season
D:gineer's plan required
DESIGN FMOMMMMATIONS
If aaza'a"
or
A&Q
eo —9 a
Investigated by Q 0 ��� �� Title �•,,�r ��, p� �.c�
Coafi=ed/Witnessed by Title
Coomments;
Bench.mark location Elevation