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�► r �' its 4 "+ MAPLE •�� O~` QA![�+ : Ot = S a }„r;L � r �.y. n .. ::oo �r THOMAS M: BURGESSKau 9
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1JAURE� j _ • ~ ;° w _. . SEE VOL. 42 PAGE 1 APRIL 2
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JO`:., THOMAS L 6 �� O '00.+ y ytiJk �� c VIZM �r
- RGARET00,
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M. BURGESS
WILLIAM
A-. a J U N E Y. F'A R K
0 � GD SO.IrT SEE VOL 42 PAGE 243 JULY Ia. 1950
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BJtK SOUTH WINDSOR HEALTH DEPARTMENT APPLICATION NO.
INVEMGATION ?OR SMGE DISPOSAL SYSTEM
Owuer A LOCATION QCI,..i inG JG+, -
PEACOUTION TESTS: (Record all. testa) SOIL MOISTURE:
�� , med., low, etc.
TESL' READINGS
HOLE #1 HOLE #2 nCLE #3 EOLE. 4.
Time Reading Time Reeding Time Rending Time Reading
TABULATION OF TtT R=-UL.TS
Depth Presoe.k Mini— .Percolation Rate
Hole Location (Iacha) Ers. ) (Mies./Inch)
1
2
3 '
4
QBSERVATION FM: (.Record all pits) Ground Water Table:
ate tear Mmx., Below Max., .c
OIL DE'.SCR=.. 07,o
PIS' B2 F?T � I PIT �
--11` — SYlarrs» Fir
.. 17 -S fY lna t�-23 -tQ,,,d foams
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b --t"fr favA4
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TABUTATTOF OF OBSERVATION PITS rV1041e 0, 36 ?
Ground Soil
' Pit Location Depth Ledge At Water At Mtt214 nT
Over
FW14 #2 SOUTH WINDS 0 R IJ*E A L TH -2- Investigation_,for Se wage, Disposal.Sys-�e
DEPARTMENT
SP3:TAL CONDITIONS
System design larger than :,000 g.p.d. Water supply watershed
ffigh ground Water (less than ft.) Possible seasonal high
ground water
Watercourse, marsh or pond Possible seasonal flooding
Limited suitable area Slope over 15V
Marginal soil (30 - 60 mins./inch) chow 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
Retest during wet season
Engineer's plan required
T� 5 -,r-V j
DESIGN RECOR�QMITIONS
zk--33 a- c
33—
e4- 76 sue,► � �
Investigated by 6,w� @ Title
Confirmed/Witnessed by Title
Comments: •
3ench.mark location Elevation