HomeMy WebLinkAboutSeptic New 123 Mark Drive r
FEE
TO THE BUILDING DEPARTMENT Application No._:
w
TOWN OF SOUTH WINDSOR Date August 21. 1963
I hereby apply for permit to build a sewage disposal system for a
Residence
(Residence , boarding house , hotel , etc.)
Owned by Meda]I ion E6=s 1na of Went HartEard
/23
And located at Mark Drive ( lot 15
To be built by Medallion Horn es Inc of West Hartford
in accordance with detailed information stated below.
Signed
(Applicant)
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
GENERAL INFORMATION
l , Estimated population of premises (present) (future)
2. Description of premises (including number of bedrooms)
3 bedroom Raised Ranch
No. Fixtures
(Above basement): Water Closets 1 Urinals Lavatories 1
Bath tubs 1 Showers Kitchen Sinks 1 Laundry Tubs
Garbage Grinder List basement fixtures 1 lay. , 1 w.c.
3. Water Supply public Kind of Well
(Public, well spring cistern)
Location of well and underground water piping
Method of obtaining or storing supply
(Pumps , tank, etc.)
4. Character of soil at proposed location of leaching system, including depths of
various strata NO TOPSOIL•—ANO WITH MINOR AWQuNTs OF aILT,9 TO tagAVEL
(sand, loam, clay , hardpan, rock, etc. --Use test pits.)
5. Elevation of highest ground water_NoNE DOWN To 9j" L IM I T OF P ITS
(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.) t
Septic Tank
Dimensions Capacity below flow line N000
Inlet and outlet arrangements
Facilities for cleaning Distance from dwellings on same
property tp l . on adjoining property 73
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 1165 ft.
Width of trenches 2 ' I ft. , depth of broken stone or screened gravel V98 ft.
Stone or gravel will be covered by E ITHER Distance between
(tar paper, salt hay)
trenches 71" ft. Distance from water supply on same property
on adjoining property
Secondary Treatment, if other than soil absorption.
Describe indetail and locate on map
System was designed by
"zFMkEfRFN6 -AM9 4At+ID SURVEYIM{'
Above information furnished by 740 NORTH MAIN STREET, CROSSROADS PLAZA
WEST HARTFORD 7, CONN.
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.
LOT
MARK ROAD
61
� C
p -r, 4
o 'i0
y 47,
U
BARK ROAD
FORMERLY ELM ROAD
Z Tip 1 � PLOT PLAN ;
MEDALLION HOMES, INC.
SOUTH WiNOSOR� COty.wf, " ,..MAP REFEPENCE�
GRAHAM ESTATES PROPER 9EGT ION 1
TY O
FMURRAY Homeg r INC.
NAYES& N[VER6 ROApg
KALE IN=401 , SOUTH WINDSOR
JULY 1956 !�ORTOty S.
REvlsfo 7.,7.56. <
S*0 of COiyN4,.
o'. I HEREBY CERTIFY r
0�k �;G_ THIS PLAN TO BE
SUBSTANTIALLY ENGINEERING AND LAND SURV
EYING
4No.n4y CORRECT; 740 NO. MAIN STREET, CROSSROADS P '
&;
G�STia�►� WEST HARTFORD 7. CONNECTICUT LAZA
o s�
;a
REV
6 33�