HomeMy WebLinkAboutSeptic Repair 00 Ridge Road SOUTH WINDSOR HEALTH DEPARTMENT APPLI:ATION NO.
II4PESTIGATIOR FOR'SE;AGE DISPCBAL SYS-1V
oW>a r �^ol taK� 3cti,4 LOCAMN IN P"f�oz L
PEAC0rA=0?r TESTS: (Record All. teats) SOIL MOISTURE:
Date , mod., ow, eu
TEST READINGS
HCLE #1 SOLE #2 HCLE #3
Time Reading Time Reading Time R'scling Time ,eadins
TABULATIO?q OF Tti'�..'T RESULTS
Presoak
Hole !rliaimum .perca]3tioa F?atr
( nch�.$) • ) (Mina./Inch)
1
2
3
QSERVATTION PITS: (Record all pits) —93 Ground 'deter Table
Date *tear max
OTL DE_qCRZP?'IO�0
U—It .7up 157- 7bP I'1- f7
l -zy _S;l�y �✓ -a/ r Or S%l�//b� tJ-t? - I/r 3c`1,�.i loar,� 17 -,2-kDr Sr'lJ�/
& ve-( f'Pk� sal j
Alt L4 c
a � 5cl yyc�..d
vuv'ffCr.s .2t-� Y n►� f�rS lb-a $ +i -d
TABUTATION OF OHSFRVAM109 F,S
Ground Soil
B=t Lo=t= nth Led water At Mc`=
16
0 33f� _ If
D 071 6 `' C26 .4'
' Gyre
F=4 #2 SOUTH WINDSOR HEALTH •2• Investiget'ou_for Disposal.
DEPARTMENT
S1.11MIAL CONDITIONS
System design larger than 2,000 g.p.d. Water supply watershed
31gh ground water (loss than 4+ ft. ) Possible seasonal high
ground seater
Watercourse, marsh or pond possible seasonal tloadiag
Limited suitable area Slope over ISV
Margin+.l. soil (30 - 60 mina./inch) Shallow ledge (less than 7 ft.)
Underlying tight soil (less than 4 ft) t/ Other
CONCLUSION
Suitable for sevage disposal v
3
Unsuitable for savage disposal V
Additional investigation. required
Retest during wet season
EZZ"ear's plan required
DESIGN RMOWMMATIONS
v e- don e: oyc w ccs �l ec
D }N Gv a C0-
ry ptp-
Gv l y,�i���� i f -- /�y �,,v � v c aK /rsxOv -•
Investigated by /�-(/���2 Title
Confirmed/Witnessed by ��r--PN Title
Comments:
Benchmark location Elevation
I
SOUTH WINDSOR HEALTH DEPARTMENT A??=CA=0V 750.
• CSC �� II4PE5TtGATIOff FOR SEWAGE D=?CSAL SWIM
owner t kp ev-5ad -
PMOLATION TESTS: (Record all. tests) SOIL MOISTURE:
Ddte , med. rov7 etc
TEST READINGS
SOLE #1 Z= #2 HCLE #3 EOLE 1
Time Reading Time RewUlag Time Resding Time Readini
TABULATION OF TEST RESULTS
Presoak minimum .percolation Rate
Hole Location (=) Ers. } (M�na./Inch)
i
a
3
4
C ERPA^.'ION ?rn: (Record all pits) `�' 'q3 Grcund '�te�ter Table
(Date-) Fear
Max Be ow M c.,
90Tt DMI-IC7I7?'ICMIS
PiT� A Prr � � � C � FIT D
a1 3�i p as X12
6 'l� „ J
N;`
Cw TABMATION OF OBSER7ALmlOff FITS
Ground Soil
pit Locaticu nth Ledge Water At MC+tZ{a:.
a a c S"6 576 vk 7
B 0 vi pk. ,
9 3 7
c
D
FOR24 #'Z SOUTH WINDSOR HEALTH •2• Iavestig6 .&ou for ;; wage Dispoaal.S
DEPARTMENT zo 2-
SVI MUL CONDITIONS
System design larger than 2,000 g.p.d. Water supply watershed
E.gh ground water (less than 14ft. ) !/ possible seasonal high
- ground meter
Watercourse, marsh or pond Possible seasonal S1ooding
Limited suitable area Slope over I5%*-
Marginal soil (30 - 60 mins./inch) Shallow ledge (less than T ft.)
Underlying tight soil (less than * ft) Other
C ONCLtJ5I0N
Suitable for sewage disposal
Unsuitable for sewage disposal
Additional investigation required
Retest during wet season
Bag374eer's plan required
DMIGN REC014QMATIONS
Pe4 74e50-' nreW5 6&- (/0 V)e 9 A>yS
Investigated by j9_J)AjTjL Title - � f'i�s�,.r�•-.
Contirmed/Witnessed by }N Q-99- Title
vOmmentS:
Bench.mark location Elevation
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