HomeMy WebLinkAboutSeptic Correspondence 99 Main Street SOW N Sf4
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1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
f�OSOR•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.
Ca ktloy\
SUBDIVISION: ?7 ,o41AAJ J
DATE
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LOT# -7 _1— ,
Test Pits: Restriction: Depth
Perc WAY n,rate: vlrl f G`\ system size required sf.:provide?y n
System s1Spe: -(� ,HF PF FF = LSS ft; rovided• n
System location ;grading _ ;separating distances ;OK:Y/1�
Well:sep to pollution sources 75 fti'77X 25 ft to drain ! N;gen location OKjT�p
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
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:
LOT79m2 PERCOLATION TEST T 3
DATE: OCT. 31, 2007
PRESOAK: 10:40 A.M.
DEPTH: 24"
Soil . Investigation Data: �3-
ME: READING•
CONDUCTED BY JAMES P. CASSIDY, PE., HALLISEY, PEARSON & CASSLDY 05 P.M. ETEST PIT RESULTS CONDUCTED OF 10/11/07 :10
4 1/2',
3:15 6��
3:20 8,,
3;25 9 3/4
U TOPSOIL 3:30 t 1"
12"-28" LIGHT. BROWN SANDY LOAM 3:35 12 1/2"
28"-68" TAN GREY FINE SAND/SILT COMPACT 3:40 14"
68"-84" LIGHT RED MED/FINE SAND 3:45 15 3/8"
- 3:56 16 3/41,
MOTTLES ® 40". . 3155 18 1/4"
NO WATER ENTERING 4:000 19 3/80' ,
NO LEDGE ENCOUNTERD21
PERC. RATE 4.4 MIN/INCH
DES/GN REo�iiQc�.���T�
DES/GN PERCOLATION RATE: less than 10.0 m/n./Inch
I EFFECT/VE AREA REOU/RED FOR 4 BEDROOM Q —12�„TOPSOIL 1 _ ooM Hous =
12 —28 LIGHT BROWN SANDY LOAM E sso sq. ft.
28"-66" TAN GREY, FINE SAND/SILT COMPACT PERCOLATION TEST PIT #4
66"-84" LIGHT RED MED/FINE SAND DATE: OCT. 51, 2007 MLss aEo�/IRE�� ti�TS
PRESOAK: 10:50 A.M. DEPTH.TO R STRUCTURE LAYER = 36 y(T.P. 7 HYDRAULIC GRAD/ENT=6.6X
DEPTH: 24" THEREFO
MOTTLES ® RE HF=26, Ff-2.0, p.F 1.0)'
37" MLSS REouiREo= (26 x 2.0 x 1.0)- 52'
NO WATER ENTERING
NO. LEDGE ENCOUNTERD TIME: READING
3:06 P.M. 0 SCHEMATIC EPTIG sysrc• •S SHOWN ON P�eNc
3:1 1 4" ;j L F yr wIUE LEACHING TRENCHES (3-75' ROWS)
3:16 8" MLSS PROVIDED=75'
Y,P: 7 3:22 11 1/2"
0��-14" TOPSOIL 3:27. 13 1/4
1.4"-30" LIGHT BROWN SANDY LOAM 3:33:32 17 1/29f
30"-68". TAN GREY FINE SAND/SILT COMPACT19
66"-82" LIGHT RED MED/FINE SAND 3:42 20 1/49'
3:47 21 7/8,,
MOTTLES Q 36"
NO WATER ENTERING ( PERC. RATE 4.0 MIN/INCH
NO LEDGE ENCOUNTERD I