HomeMy WebLinkAboutSeptic Correspondence 99 Main Street (2) ,1W% SF*
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1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
l�OS R-CO TELEPHONE(860) 644-2511
To: Hallisey,Pearson&Cassidy.
James Cassidy
From: Robert De Vito, South Windsor Health Department
Date: June 10,2008
Re: Subsurface Sewage Disposal System Plan,revision date of 5-20-08,for 99 Main
Street, South Windsor
The above referenced plan has been reviewed for compliance with the State of
Connecticut Public Health Code and Technical Standards and is approved with the
following conditions:
1. Submit a revised plan showing the location of the percolation test for 99 Main
Street,lot 79.
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SUBDIVISION: Q 1-t, S7/A--4�
DATE
---LOT# -
TestPits: fI'213,y Restriction: Me � Depth
�.�.+
Perc te! y n,rate: system size required� Psf.:provide n & �J
Systems pe: ;HF PF FF =MLSS ft;provided:y/n
System location ;grading _ ;separating distances ;OK:Y/N
Well:sep to pollution sources 75 ft:Y/N;25 ft to drains:Y/N;gen location OK?Y/N
Comments:
r
--------------------------------------
LOT#
Test Pits: Restriction: Depth
Perc test:y/n,rate: system size required sf.:provided y/n
System slope: ;HF PF FF =MLSS ft;provided:y/n
System location ;grading _;separating distances ;OK:Y/N
Well: sep to pollution sources 75 ft:Y/N;25 ft to drains:Y/N;gen location OK?Y/N
Comments:
--------------------------------------
LOT#
Test Pits: Restriction: Depth
Perc test:y/n,rate: system size required sf.:provided y/n
System slope: ;HF PF FF =MLSS ft;provided:y/n
System location ;grading _ ;separating distances ;OK:Y/N
Well:sep to pollution sources 75 ft:Y/N;25 ft to drains:Y/N;gen location OK?Y/N
Comments:
--------------------------------------
LOT#
Test Pits: Restriction: Depth
Pere test:y/n,rate: system size required sf.:provided y/n
System slope: ;HF PF FF =MLSS ft;provided:y/n
System location ;grading _ ;separating distances ;OK:Y/N
Well: sep to pollution sources 75 ft:Y/N;25 ft to drains:Y/N;gen location OK?Y/N
rr Comments:
rr
Z ,
r� 4
LOT 79mi
Soil Investigation Data:
CONDUCTED BY JAMES P. CASSIDY, PE., HALLISEY, PEARSON & CAS PERCOLATION TEST PIT #1
TEST PIT RESULTS CONDUCTED OF 08/21/07 DATE: OCT. 31 , 2007
PRESOAK: 10:20 A.M.
DEPTH: 24"
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p -14 TOPSOIL TIME: READING:
14„-27„ LIGHT BROWN SANDY LOAM 1:56 P.M. 3;
27 —66 TAN GREY FINE SAND/SILT COMPACT 2:01 2: 5 3/8±±
2:11 .
66"-84" LIGHT RED MED/FINE SAND 1 . 3/4„
9 1/4
MOTTLES ® 48" 2:16
11"
2:21 \
NO WATER ENTERING k 2:21 12 1/2"
NO LEDGE ENCOUNTERD 2:31 14 1/8'. .
2:36 7 5/g„
2:41
2:46 18, 1/$„
T99
p � 2:51 /Inch
TOPSOIL �° 21 nF I N En„iaF�I NTS RATE: less than 660 sq. ft.
�� " 2:55 DESIGNOLATIVNRED FOR 4 BEDROOM HOUSEfn.
12 —28 , LIGHT BROWN SANDY LOAM
27, .-66„ TAN GREY FINE SAND/SILT MOD. COMPACT EFFEcrrvE AREA REQUIRED
66 —84 . LIGHT RED MED/FINE SAND 'PERC. RATE = 3.6 MIN/INCH
R QUIREMENl� = 36"(T.P.12), HYDRAULIC GRADIENT= 2.811'
POSSIBLE MOTTLES 036 DEPrESTRUcrURE LATER P F=t o ,
ENO WATER ENTERING THEREFORE•HF=34�34Fx220 x 1.0) 68
NO LEDGE ENCOUNTERD " PERCOLATION TEST PIT 2 MLSS REQUIRED-
DATE: OCT.- 31 , 2007
PRESOAK: 10:30 A.M.
DEPTH: 28" 225 L.F. OF 3 WIDE"LEACHING TRENCHES (3-75 ROWS
0 -2 TOPSOIL.. MLSS PROVIDED-75
12"-36" LIGHT BROWN SANDY LOAM T�MF. READING:
36 72" TAN GREY FINE SAND/SILT 1:57 `P.M. 0"
72"-84" LIGHT RED MED/FINE SAND 6++
2:02 2:07 10 3/4 +
MOTTLES O 42" 2:12 13 3/4„
NO WATER ENTERING 2:17 15 3/4"
NO LEDGE ENCOUNTERD 2:22
2.27 18 20"3/4,'
2:32 - -- .-
2:37 21 3/8
2:42 22„5/8
pl '-14 TOPSOIL 2:47 24 4„
14"-27" LIGHT.BROWN SANDY LOAM 2:52 26 1/
27"=66" TAN GREY FINE SAND/SILT COMPACT 2:57 27 3/899
66"-84" LIGHT RED MED/FINE SAND
MOTTLES ® 48" PERC. RATE 4.2 MIN/INCH
NO WATER ENTERING
f NO LEDGE ENCOUNTERD
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