HomeMy WebLinkAbout1963-5-9 - 202 Dogwood Lane - Septic ApplicationTO THE BUILDING DEPARTMENT
FEE V''
Application No.a"j�
TOWN OF SOUTH WINDSOR Date -5 f __14
I hereb appV for permit to bLlIld a sewage disposal system for a
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esidence , bogrdin hous , hotel, etc.)
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Owned
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And located at
To be built by of
in accordance with detailed information stated below.
Signed :�
" _/ (Applicant)
GENERAL INFORMATION
1 , Estimated population of premises (present)
(future)
2. Description of premises (including number of bedrooms)
No. Fixtures
(Above basement): Water Closets Urinals Lavatories
Bath tubs _.4_ Showers -- Kitchen Sinks__J!�_Laundry Tubs
Garbage Grinder_ — List basement fixtures ' //'. _ •�,
t
3. Water Supply Kind of Well
(Public, well , spring, cistern)
Location of well and underground water piping
�
Method of obtaining or storing supply /( k
(Pumps, tank, etc.)
4, Character of soil at proposed location of leaching system, including depths of
various strata
(sand, loam, clay, hardpan, rock, etc. --Use test pits.)
5. Elevation of highest ground water
(with reference to both present & future grade)
Description of proposed system (Furnish drawings of same, with plot plan showing
system including location, size, grade and material of house sewer and locations
of ground or surface water drains, wells and bodies of surface water.)
Septic Tank
Dimensions Capacity below flow line ��� �� `r�G A10"VA%
Inlet and outlet arrangements
Facilities for cleaning % . � Distance from dwellings on same
propertyjD ; on adjoining property
Automatic Dosing Apparatus , if any (describe)
Soil Absorption System
If cesspools, No. diameter ft.; depth below inlet ft.
If tile field or leaching trenches , total length is 5d�ft. ,,,.....
Width of trenches_ �'c ft. , depth of broken stone or screened gravel %~ ft.
Stone or gravel will be covered by "Tu4z, /41( . Distance between
(tar paper, salt hay)
trenches — ft. Distance frdm water supply on same property
; on adjoining property
Secondary Treatment, if other than soil absorption.
Describe in detail and locate on many
System was designed by
Above information furnished by ` 17gf' G
No discharge of sewage or sewage effluent into any watercourse should be permitted
without approval of the State Department of Health and State Water Commission.
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HAYDEN L. GRISWOLD, SR.
HAYDEN L. GRISWOLD, JR.
GRISWOLD ENGINEERING
CIVIL ENGINEERS
264 MAIN STREET
MANCHESTER, CONNECTICUT
May 7, 1963
Mr, Russ Perrone
I. R. Stich Associates
611 New Park Avenue
West Hartford, Connecticut
Dear Russ:
RE: Pine Knob
Lots 922 93
At your request we made seepage tests on Lots 92, 93
"Pine Knob" South Windsor.
The results are as follows:
Lot 92 1" = 7 min.
Lot 93 1" = 10 min.
Verity truly yours,
C
Hayden L. Griswold, Jr.
HLG:pjk
MITCHELL 31-2469
MITCHELL 5-2460