HomeMy WebLinkAbout1978-7-5 - 104 Carriage Drive - Septic ApplicationOT aturt of i�out4 Vinbsor
Department of Pollution Control
SOUTH WINDSOR, CONNECTICUT
DRAIN LAYER'S PERMIT
Application for Permit to Install or Repair Individual Sewage Disposal System
Fee Paid ................................ C.4/.G....zy................. Cowsr.............................. ........ Permit N ..- . 6,...
.............
Date ..... at.[.....,..!.`7........
Pursuant to written application, permission is hereby granted to the Licensed Drain Layer named herein
for repair ...... or construction of an individual sev: age disposal system concerning which the following
information is submitted:
1. Owner of Property .... ..... ........ , ` ............. ......... _ --.:.................. Address of Owner..................................................................................... .............
--.-. 2. Location of Property .. '- ' i�L�G .. ..ZPAJ. E........................ Lot No. ... 1...1..............
3. Type of Structure .............................................9�.1...J,/i�,.�......-. ..........._............................... ........� .
(Dwelling, Commercial Building, Store, etc.)
4. Number of Families or Perso s to Occupy Premises..............[S........ ......... ............ ........................................... :.....:..... ............
5. Number of Bedrooms ..................
6. Average Daily Flow ... ...M..........................
Manufacturer and
7. Liquid Capacity of Septic Tank ........ /.z..$:p....... Material of Septic Tank ..,...,',,..,�,,.....,..
8. Soil Conditions: Type of Soil ........................ ...........................
(Sand, Gravel, Clay, etc.)
Maximum ground water table..................................................:........... .......
9. If not served by public water supply: :�,
CAIVtj
Distance from Owner's well ..........................................-...... a
From adjacent wells ...
10. Distance to nearest water course drainage ditch, storm drain or embankment..................:.............................................................W.
11. Percolation Tests: Time for 1" drop in soil test .................. .: M_....M:....................:..... _ ...::_.:....:::,........... .........................,
Classificationof soil .........................................,........ .................. --....................... ............. .-............... ...... .......... ........... ................
.......... .
12. Minimum square feet of effective seepage area required......................................................................................................... ..... ................. .......
13. Leaching System: Number of trenches .............................................. Length ...... Width ........... ............. ....................... .
Total...... ... .......................... Other .... ....................................................... ......
14. Plot Plan Attached . ...................... ......: ;..:_:..:;_::..... .......
15. Layout Approved. .............. ....... ------ ...:........... ...........
16. This, permit expires ........................ .................. ........................... ................
......................_.
Sign
ature afore ........ ... ........ ......... ...::::........... ::...:::......::;..........:......
(Licensed in Layer)
Installation Completed, Inspected and Approved in accordance with State Public Health Code and Local Ordinances
............. ........... .......... :.............. ....... .......... _........................... ,',,...7....,.....,.. 19..%.. .... By ........... , ....................................................................................
Pollution Problem abated Date ........... ........ .W w.._............................ .�.-..._.......,...................
Inspector
�91 I N
N/ F PATSY BREGIO
\ \ 242
a4
R�
238 + F1'
FILL PROCEDURE !'
\ I. REMOVE ORGANIC TOPSAIL
Na SG,4FAr_ E
AY
d SST � ,4�� \\ \ 2. PLACE COMPACT 10" LERS - CLEAN ! eRev•24J. s
�� \\ \ BANK - RUN GRAVE+'_zM•0
L
\\ \ 1 LO T 17 !' ! LO T 18
\\ \ 43,999.33 FT.
I
Septic System Design
Deep Test 0lean
gravel GW. @ 54"
Percolation 5 min./inch 1�0f FLcrr= 241-25
3 Bedroom Residience •,m \\-V N ' _ �L Grp: Z,,2.o
e�� . \�
Requirments \1Q Z Ff
= 1
1000 gal Septic Tank \\a 1A,
375 SF Leaching Area
Use 2-36" Tren.ehes-651 land
Q� CDIYI,���,T ENE \ I
Ck \\ \ G I = 220-55+-06"
- \\ \ A = 130.00Y---
\ URs 90% DRIVE
00
' �►"� , a�rrnmrrtirra►►u'n►` -•- �'°I
240 242
PROPERTY OF R.S.K. CONSTRACTORS
LOT 17 CARRIAGE DRIVE SOUTH WINDSORS :ICONN.
EMlL W. LUCEK ASSOCIATES
NO. REVISIONS DATE[1 11a �DATETSCALE 22-78
- CONSULTING ENGINEERS
5 OAKLAND ROAD DRAWN A'V H' CHECKED E.W.L.
SOUTH WINDSON. CONN.
03-Q/I-2y:6 PROJECT 79 - 28 SHEET
CERTIFIED SUBSTANTIALLY CORRECT - DEGREE OF ACCURACY
EM'ANUEL W. LUCEK CONN. REG. LAND SURVEYOR 629.3
walwar ""DUETS +se. rear ww'"ay". w.T
1
r''9• I
arm N/ F PATSY BREGI0
\ 1 \
246
'^\ ,
i
238
FILL PROCEDURE
\ 1. REMOVE ORGANIC TOPSAIL'
2. PLACE COMPACT 1011 L-AYERS - CLEA�
BANK - RUN GRAVE
LID T 17
\\ ' 43,999.33 �FT.
Septic Stem Design Stem. Design
Deei7 Test D�leau
gravel GW. @ 54" +
Percolation 5 min/inch \1n \ ►�0_
3 Bedr®om Residience
Requirments
1000 gal Septic Tank \`fa 40g.
375 SF Leaching Area \ 100�,�
Use 2-56" Trenches-65' long \\ yo 23
� 5
4
0 6248 a
''w►+rrruununm'�"`•
242
/�
fSLRFiCGE
i eR �Y=23g.o
V I f I LO T 18
FlUp= 24J.25
1
V �G I = 22°-55'-06"
A = 130.00_
cuFtB BOX DRIVE
I
2�
240
.
240
sT° N/ F PATSY BREGLIO
�e 1
\3 +
HryE •n,. I
\ / 238
JIL4'� IEEP
�` \�� TEST
NA
WHIR ,' \
LOT 16 „ \ LOT 17 I
1 \
43,999.33 SQ.
[T
238 V '.
sys\ I
Sewage tem design is based _ Vt
on propo d Three bedroom home 1F I F IF01z0
Percolation rate of less than 5"
Soils 0" - 48" Gravel. Vol°�aoR
/ground water at 36" \ 11 1� � F ¢�'
1
Min. Re uirements, �` 1p
100 gal septic tank 1 a f
375 sq ft of effective leaching
2 t enches- 362 wide, 75' long V.
bott of trenches will be voa
18" a water � 0
Lot 17 is shown on y�at sion Plan
of Sand Hill Estates \
7-
/242
A 9.V L.
\-
06
�i
I �
j
DEEP I
TEST
7-2 1 + I I LOT 18
I �
I
0
a Itoo °"k-
S, I
r
�\
' I A : 130.00
�U" volt DRIVE
00
;F.
.1 a 21,0 242
PROPERTY OF R.S-K. CONSTRACTORS
LOT 17 CARRIAGE DRIVE SOUTH WINDSM
M I L W . LUCEK ASSOCIAT
(EX00 p"1610M scE vrant
COMMTING ENGMEERS
s O"LAM Ra o
9o111 109M69M. COW".
2*24+r-30M
'0E111ITIFIt10 SWWSAdiIALLT CORRECT - DEGREE OF A+OC
6"M A CiL
4
[IMANUEL W. LUC9X C9191%. ING. LAND SUNV[ N441IR 62193
4* 10
240
J%0 N/ F PATSY BREGLIO
.4? _ 1
\3 +
\ � \ 24s•s2'
NNE ••,,;� 1
\ 238
` �� I
p �,� DEEP
T I
NA
MUM
\\ \ \\ I T
LOT 16 \� LOT 17
\\ \ 43,999.33 SG.
fT
WIN
239
Sewage Vtem design is based -Vb oA
on propo d Three bedroom home 17 f Z�Lo
PercolatZori rate of less than 5" ',� fF
Soils 0" - 48" Gravel. f °00ri 1
/ground water at 36" ���
LOT 18
Min. Re uxrements; \\
1�
100 gal septic tank
375 sq ft of effective leaching
I
2 t enches- 362 wide, 75' lard
bott of trenches will be
18" a water
\
Lot 17 is shown on sion Plan
220 -5e-Od
\\ ; I 130.00
A :
of Sand Hill Estates
cum 909 DRIVE
N'A i I
\ H�
�0.6.
�R��GF.
d 240 242
PROPERTY
OF R.S.K. CONSTRACTORS
LOT 17 CARRIAGE DRIVE SOUTH MIINOE m, CMIC
Kr
MIL
W. LUCEK ASSOCIATES,�
ND.
REW PWMJr DATE
CONK&TMIG EW MEERS
5 00WtA 1A eeee
# A
WEE rrn Mon. te".
,. �..
-EIRTIIFwo$U§Ye11�IALLY CUA►E1 UT -
DEGREE G11F
IWANUEL W. LUCIIN CONN. ING. LAND
S-IhWVE WM 6M9 "`