HomeMy WebLinkAboutSeptic Repair 1407 Sulllivan Avenue K=Jt AV SOUTH WINDSOR HEALTH DEPARTMENT APPLI�ATIOgt N0.
I GATICN FOR SEMGE DISPOSAL SY TM
owner /oaf vwa�e 19t- rer-,l LOCATION
?MCMATION TESTS: (Record all. tests) SOIL MOTSTUPE:
Xga7 IOVY etc
TEST READIms
HOLB #1 Z= #2 ROLE #3 .
Time Reading Time Rending Time Reading Time Readinr
/< p- ��31y
`12-
?�%'dam
TABULATI08 OF TEST RILIL.TS
Depth Presoak Mini— Percolation Rate
Hole Location (Inch:s) Era. ) (?bias./Tach)
2 0.
3
4
MSM7ATIO1f ?ITS: (record all pits) Grcund ',dater Table:
Date Near :pax., Below Max.,
SOIL DESCRZ?'�'IONS
PIT A FIT B ,,,/ PIT C !! I PIT D
o _ [o - T-D a-6� rtdv r Scc 8�
sdz,t-:41
s r'C-1 1u� till,^`�,," !M/
r� r,A 4
TABULATION OF OBSERVA?TIOR PITS
Ground Soil
Pit Lotion Depth L_dgP At Water At Mettl{n
P
B
C
D
• .:- Cyr±
Y=4 #2 SOUTH WINDSOR HEALTH -•Z- Investigation.for S'ragti
DEPARTMENT
SPDCIAL CONDITIONS
System design larger than 2,000 g.p.d. Water su -atershed
ffigh ground water (less than 14 ft. ) possible seasonal high
ground water
Watercourse, marsh or pond Possible seasonal floodiag
Limited suitable area Slope over I5%•-
Marsinal soil (30 - 60 mins./inch) Shallow ledge (less than 7 ft.)
Underlying tight soil (less than 4 ft) Other
CONCLUSION
Suitable for sewage disposal
unsuitable for sewage disposal
Additional investigation required
L Retest during Wet season
Q 0
3tgineer's plan required
aF
IV DESIGN RMOP24MdDATIONS
Investigated by Title
Confi-Med/Witnessed by Title
Comments:
Benchmark locatioc Elevation
SOUTH WINDSOR HEALTH DEPARTMENT A•PPLI-ATION NO.
P
INPESTIGATTCN FOR SEWAGE DIS?OSAL SYSTEM jle��ir`
Dwner wi.,-e[ LOCA=OR 14g5- �'o l e Gc.a,. 4,
PEAC==OR TENS: (Record all,. testa) -13_ SOIL MOISTURE:
Date
m low, etc,
TEST READINGS
HOLE #1 HOLE #2 ROLE #3 EOLE. #1 +
Time Reading Time Reading Time Reading Time Reading
TABULATION OF TMT RI-LILTS
Depth Presoak Minimum .Percolation RateHole Location, (Iach_s) (Ers. ) (Kas./Inch)
1 -
2
3
Qr.QMVAn- ON PM: (Record all pits) -13 -85- Grcuad Water Table
Date Near Max., Below Max.) �,t<
OIL DE2CR1=.T10?•+� .
FIT A FIT B FIT C I PIT D
r _ ?a.0 r
t�� or��r�►.,,P �P�-o;� .
v►,c t10 re t 7-` - arch+ f�l,Fy su l
LC-
TABUTATIONClay krtvy clay eo� so" ��`-7' - clay
OF OBSERVATION FITS
E::� a^ Y 4 r d Ground Soil
Pit Locaticn Depth L_dgP At Water At Matt2-4 nc
B _ aF
C
D
Ove<
FQMM #2 SOUTH W I N D S O R 1J*E A L TH -2- Investigation-for Sewage Disppsal.Sys.
DEPARTMENT '
SPECIAL CONDITIONS
System design larger than 2,000 g.p.d. Water supply watershed
Ztgh ground Water (less than 4 ft. ) possible seasonal high
ground water
Watercourse, marsh or pond Possible seasonal flooding
Limited suitable area Slope over I5V
Marginal soil (30 - 60 mins./inch) Shallow 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
Engineer's plan required
DESIGN RMOMMMMITIONS
t
aaa2lze ii�f..,
Investigated by Title
Confi-med/Witnessed by Title
Comments;
Benchmark location Elevation
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ANDOVER SEPTIC TANK CO.
1 40 Wales Road, Andover, CT 06232
Leon Palmer, Proprietor
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