HomeMy WebLinkAboutPlot Plan1�,1415K 411Z- Z- c5Z16291V15101V
40 ZO 40 50 80 100 IFO
MOM
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M A If,# 0,0
0441 * 410
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No, 17681
NIL
W
L= f8" 59 1 oq I
R=2F-5-00'
L=7460
T=377?-'
C=74.20'
0 30" E
A=G3`18'f3" '
R-25.00'
L:: 27 GO-'
T= f5.41'
C=26.24,
C. BRCq- -- 5 Z`% 35A I' W
,n:: 800 Z3
R=60.00',
L- 84- f S
T = 50.69,'
C s-77 44
C- 9RC =319°02 �5 " W
a
0
I
TE5T5 PERFORMED ON JANUARY ro,7 6 ,ANO c)? 1992.
AMC) WMAF-55ED BY UNCA-5 LAEAUF� bls'TeICT,
TEST PIT # 7 9
0"-9" Topsoil
9"-31" Fine sandy loam
31"-94" *, e ,,zn sand
No ledge, No groundwater, No mottling
TEST PIT #80
0"-12" Tiopsoil,
12"-29" Silty sandy loam
29"-109" Loamy sand
No ledge, No groundwater, No mottling
TEST PIT #81
0"-7" Topsoil
7"-20" Sandy loam with silt
20"-93" Fine/medium sand
No ledge, No groundwater, No mottling
TEST PIT 482
0"-8" Topsoil
8"-25" Fine sandy loam
25"-88" VjediLzn sand
No ledge, No groundwater, No mottling
NOTES
The sanitary system is designed for a proposed four (4) bedroom
house The percolation tests yielded a rate of 1 0 - 10 0 minutes per
inch This requires 660 sf of effective leaching area.
The proposed septic system is as follows
2- 110' rows of 4' wide x V deep stone trench at .3.0 sf/If
(210 If x 3.0 = 660 sf)
Total Area Provided= 660 sf
A 100°'o reserve area Is provided
The septic system Is to be constructed according to the Connecticut
Public Health Code Regulations and Technical Standards for Subsurface
Sewage Disposal Systems
All connecting pipe after septic tank to be SDR -33-5
4 There are no wells within 75' of the septic system.
A permit from the Uncas Health Department is required prior to const-
ruction of the system
6 There shall be no cuts within 50' of the downhill side of the system or
within 25' of the sides of the system There shall be no sumps or boulders
buried within 50' of the downhill side of the system
7, Should any significant variations from test hole data shown (ledge, water,
mottling, soil type) be discovered by the contractor, the engineer shall be
mottling,
prior to construction of the system
8 All existing utilities are approximately only It is the contractor's respon-
sibility to verify all locations prior to construction. "CALL BEFORE YOU
DIG" shall be notified prior to anv construction ( 1-800-9222-4455)
Now
I he by arF that this maV'is iibstantiaHy orrec in accordance with the standard of a Class b inap as
d Standards for rve s and Maps in the ; State of Connecticut" as Prepared
d y the Conn,nn, , ficut
-sAs.,sociation oMa
f and Surveyors, Inc., on SeptemLwr 13, 1984. This pfi
6
auid d/bA
oxo pried koim other ritaps- deed di nsions, /or other sources of information and su4ject to change *s
4 Cie d ' e may disclose.
JUN. 1j95
.-Olt,vtyor's Signature Date License Number -)A 1,c
�y
SCALE
A" I&
HARms & ULARK, INC.
LAND SURVEYORS — CIVIL ENGINEERS
GRISWOLD, CONNECTICUT
PLOTPL-4K,,'
LOT No.eA-fe
PRF--P4F?r=[) F;OR Z'415Y WP -L
M(4,17,fl. f, F- (7nk-!K1F:CT1CL7
OXTE T —uD EN T. N 0. SM90MI-MORMS 1, 11, 0�
�"JuQe 49%
STONEWALL
WRe R�MCF,�
SUILDINGLIMB
we-rLWD LIMF, (zVTOX-)
0
i -Rom PIPET gA4Z/OR DRILL UOLe
0
MOMUMeKIT
WELL
TEST PIT
LJ
CATC W 5A 5I N
40 ZO 40 50 80 100 IFO
MOM
r,-�A2J!P
M A If,# 0,0
0441 * 410
-A�
•con:
No, 17681
NIL
W
L= f8" 59 1 oq I
R=2F-5-00'
L=7460
T=377?-'
C=74.20'
0 30" E
A=G3`18'f3" '
R-25.00'
L:: 27 GO-'
T= f5.41'
C=26.24,
C. BRCq- -- 5 Z`% 35A I' W
,n:: 800 Z3
R=60.00',
L- 84- f S
T = 50.69,'
C s-77 44
C- 9RC =319°02 �5 " W
a
0
I
TE5T5 PERFORMED ON JANUARY ro,7 6 ,ANO c)? 1992.
AMC) WMAF-55ED BY UNCA-5 LAEAUF� bls'TeICT,
TEST PIT # 7 9
0"-9" Topsoil
9"-31" Fine sandy loam
31"-94" *, e ,,zn sand
No ledge, No groundwater, No mottling
TEST PIT #80
0"-12" Tiopsoil,
12"-29" Silty sandy loam
29"-109" Loamy sand
No ledge, No groundwater, No mottling
TEST PIT #81
0"-7" Topsoil
7"-20" Sandy loam with silt
20"-93" Fine/medium sand
No ledge, No groundwater, No mottling
TEST PIT 482
0"-8" Topsoil
8"-25" Fine sandy loam
25"-88" VjediLzn sand
No ledge, No groundwater, No mottling
NOTES
The sanitary system is designed for a proposed four (4) bedroom
house The percolation tests yielded a rate of 1 0 - 10 0 minutes per
inch This requires 660 sf of effective leaching area.
The proposed septic system is as follows
2- 110' rows of 4' wide x V deep stone trench at .3.0 sf/If
(210 If x 3.0 = 660 sf)
Total Area Provided= 660 sf
A 100°'o reserve area Is provided
The septic system Is to be constructed according to the Connecticut
Public Health Code Regulations and Technical Standards for Subsurface
Sewage Disposal Systems
All connecting pipe after septic tank to be SDR -33-5
4 There are no wells within 75' of the septic system.
A permit from the Uncas Health Department is required prior to const-
ruction of the system
6 There shall be no cuts within 50' of the downhill side of the system or
within 25' of the sides of the system There shall be no sumps or boulders
buried within 50' of the downhill side of the system
7, Should any significant variations from test hole data shown (ledge, water,
mottling, soil type) be discovered by the contractor, the engineer shall be
mottling,
prior to construction of the system
8 All existing utilities are approximately only It is the contractor's respon-
sibility to verify all locations prior to construction. "CALL BEFORE YOU
DIG" shall be notified prior to anv construction ( 1-800-9222-4455)
Now
I he by arF that this maV'is iibstantiaHy orrec in accordance with the standard of a Class b inap as
d Standards for rve s and Maps in the ; State of Connecticut" as Prepared
d y the Conn,nn, , ficut
-sAs.,sociation oMa
f and Surveyors, Inc., on SeptemLwr 13, 1984. This pfi
6
auid d/bA
oxo pried koim other ritaps- deed di nsions, /or other sources of information and su4ject to change *s
4 Cie d ' e may disclose.
JUN. 1j95
.-Olt,vtyor's Signature Date License Number -)A 1,c
�y
SCALE
A" I&
HARms & ULARK, INC.
LAND SURVEYORS — CIVIL ENGINEERS
GRISWOLD, CONNECTICUT
PLOTPL-4K,,'
LOT No.eA-fe
PRF--P4F?r=[) F;OR Z'415Y WP -L
M(4,17,fl. f, F- (7nk-!K1F:CT1CL7
OXTE T —uD EN T. N 0. SM90MI-MORMS 1, 11, 0�
�"JuQe 49%