HomeMy WebLinkAboutSite Plan (Septic)9 TUNE
F E N C E
>(-- X
IRON PIN
C?945.
MERFSTONE
LEDGE OR ROCK
OW OF T4,VX
EXISTING CONTOUR
o
PROPOSED CONTOUR
11W.
UTILITY POLE
-fl-
!. S T PIT
F-
PE F-411 TEST
f OF rRFNCH
Sit T 'l"GE
40
11A Y fill v, F --
JWZ7R rR,6 IV6H
94.9V
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-r
1700
2-95
2-90
2&5
TO
F I. TER A C
10, JP Ilk 0 (Lit 41D
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t
rIN A-
1 , , a " a ,
Agi 4 4%01 Do* 0
V
4"
POKEN SrONE-06 IL
0
'WIN, 6 "a
"RIES
PROFj r/- E' A -A
4
VERT: / "=5'
I-10RIZ.- / -= /0,
+0.57'
Contours from field survey oy by Fred F. Finn,
Test Holes By Others During October and December 1989.
Basis of design is a three bedroom house house Desian
T.P. 42
pare rate is 20.1 - 30.0 min./in. System area reqiured
0"'-611 Topsoil is 750 s.f. and is supplied as follows:
61t-21" Sandy Loam
21"-8411 Grey Sandy Pan 1 - 135' x 4 ' wide stone trench = 405 s . f .
No Ground Water, Mottling at 38", No Ledge 1 - 115' x 4' wide stone trench = 345 s . f .
T.P. 43 Total Leaching Area = 750 s.f.
Off -1011 Topsoil
10ts-3611 Sandy Loam/Large Rocks1 A 100% reserve area has been supplied.
36'1-7211 Med./Coarse Sand, Some Silt
No Ground Water, Mottling at 34", Ledge at 72" 1 3. All topsoil, stumps, and boulders must be removed from the
area of the system.
T.P 45
0'"-9" Topsoil4. All pipes and appurtenances must be inspected by the T(--,
9"-33Licht Brown Sandy Loam Sanitarian prior to backfilling.
33"-$4" Firm Med. Grey Silty Sand
No Ground Water, Mottling at 52", Ledge at 84" Il 5. There are no wells within 75' of this system.
T.P. 46 6. Gravel fill shall be used to replace topsoil. Gravel shall be
0"-8"
Topsoil
E757' kIF7ZANO 90UN04RK placed in 6"-8" lifts and shall be mechanically compacted.
8'"-36" Dark Brown Sandy Loam Ilk -
3611 -80" Firm Med. Grey Silty Sand ORICIIV14Z 509Z)1111510N 7. Gravel fill shall have a maximum of 5% fines passing a
No Ground Water, No Mottling, Ledge at 80" �J) Standard No. 200 sieve and a maximum of 10% passing a No. 100
sieve. All gravel fill shall be approved by the Town
0,
T.P. 47 \ >
200 Sanitarian prior to deposition. Gravel fill in place shall
0"-9" Topsoil have a perc rate equal to or faster than the design rate.
9t'-29#1 Licht Brown Sandy Loam
29'1-69'f Firm Grey Med. Silty Sand 8. There shall be no cuts within 50' of the downhill side of the
No Ground Water, No Mottling, Ledge at 69" system or within 25' of the sides of the system. There shall
be no stumps or boulders buried within 50' of the downhill
Perc Test By Others RATE 20 min/in Depth = 30"r/aHr IolNr soi-ID PIPE side of the system.
9. Should any significant
variations from test hole data shown
(ledge, water, mottling, soil type) be discovered by the
9VILOIN67 Z IME contractor, the engineer shall be notified prior to
construction of the system.
10. System area and elevation shall be staked out by the engineer
or surveyor prior to construction.
CP
R. V. C. P,6-R,4-OR,4 11. In general, all construction practices, as per the State of
11V 4• •5 TOIV- TRZ`NP-1 Connecticut Department of Health Services guidelines, shall
-?,�Vlposzw z X\ be adhered to. The followinq outlines some of the major
procedures, but do not relieve the contractor from full
91PP
Y/1 compliance due to their lack of mention below:
/70 VTVr'L L E
W
E' R F L
/VA - .1 4 T 1c04J1vV14,r101V= &-29Z.,c 5
!A,4�.
1-V/a,/ rA)V1r
C?945.
55
va
OW OF T4,VX
=
o
4�-
11W.
PVTO rREVCH
=?x:..90
F-
907-7,
f OF rRFNCH
PROFj r/- E' A -A
4
VERT: / "=5'
I-10RIZ.- / -= /0,
+0.57'
Contours from field survey oy by Fred F. Finn,
Test Holes By Others During October and December 1989.
Basis of design is a three bedroom house house Desian
T.P. 42
pare rate is 20.1 - 30.0 min./in. System area reqiured
0"'-611 Topsoil is 750 s.f. and is supplied as follows:
61t-21" Sandy Loam
21"-8411 Grey Sandy Pan 1 - 135' x 4 ' wide stone trench = 405 s . f .
No Ground Water, Mottling at 38", No Ledge 1 - 115' x 4' wide stone trench = 345 s . f .
T.P. 43 Total Leaching Area = 750 s.f.
Off -1011 Topsoil
10ts-3611 Sandy Loam/Large Rocks1 A 100% reserve area has been supplied.
36'1-7211 Med./Coarse Sand, Some Silt
No Ground Water, Mottling at 34", Ledge at 72" 1 3. All topsoil, stumps, and boulders must be removed from the
area of the system.
T.P 45
0'"-9" Topsoil4. All pipes and appurtenances must be inspected by the T(--,
9"-33Licht Brown Sandy Loam Sanitarian prior to backfilling.
33"-$4" Firm Med. Grey Silty Sand
No Ground Water, Mottling at 52", Ledge at 84" Il 5. There are no wells within 75' of this system.
T.P. 46 6. Gravel fill shall be used to replace topsoil. Gravel shall be
0"-8"
Topsoil
E757' kIF7ZANO 90UN04RK placed in 6"-8" lifts and shall be mechanically compacted.
8'"-36" Dark Brown Sandy Loam Ilk -
3611 -80" Firm Med. Grey Silty Sand ORICIIV14Z 509Z)1111510N 7. Gravel fill shall have a maximum of 5% fines passing a
No Ground Water, No Mottling, Ledge at 80" �J) Standard No. 200 sieve and a maximum of 10% passing a No. 100
sieve. All gravel fill shall be approved by the Town
0,
T.P. 47 \ >
200 Sanitarian prior to deposition. Gravel fill in place shall
0"-9" Topsoil have a perc rate equal to or faster than the design rate.
9t'-29#1 Licht Brown Sandy Loam
29'1-69'f Firm Grey Med. Silty Sand 8. There shall be no cuts within 50' of the downhill side of the
No Ground Water, No Mottling, Ledge at 69" system or within 25' of the sides of the system. There shall
be no stumps or boulders buried within 50' of the downhill
Perc Test By Others RATE 20 min/in Depth = 30"r/aHr IolNr soi-ID PIPE side of the system.
9. Should any significant
variations from test hole data shown
(ledge, water, mottling, soil type) be discovered by the
9VILOIN67 Z IME contractor, the engineer shall be notified prior to
construction of the system.
10. System area and elevation shall be staked out by the engineer
or surveyor prior to construction.
CP
R. V. C. P,6-R,4-OR,4 11. In general, all construction practices, as per the State of
11V 4• •5 TOIV- TRZ`NP-1 Connecticut Department of Health Services guidelines, shall
-?,�Vlposzw z X\ be adhered to. The followinq outlines some of the major
procedures, but do not relieve the contractor from full
91PP
Y/1 compliance due to their lack of mention below:
/70 VTVr'L L E
W
E' R F L
/VA - .1 4 T 1c04J1vV14,r101V= &-29Z.,c 5
1`00TIN6' Oq,4,fN 00TZ,67
290
RESERVE XRf,-4
12. 55 0&
\ ®r
NEAREST 41F rZ ANO OFZ INLc-A TION
4RPRO,41. 9,90'
4-ROIi' ORIOIN,41- 5060,1V1510,,V PL AN
I W ;
0000 STA K E
-STAPLES
S/1 -r FABRIC rO EX?ZND 6"O&OW WOUND LE-Va.
k)ruvA re, 6"z 6 " TR '
7V 84IRY FABRIC &
COMPACT 84CKFILt.
A. All topsoil, stumps, and boulders shall be removed from
the area of the system and system fill. No machinery or
vehicles shall be allowed on the exposed native soil.
Stripping should not take place within 48 hours of a rain
storm or if there are standing puddles.
B. The earth shall be scarified prior to fill placement.
Gravel fill shall meet the specifications of Note 7 and
be placed in accordance with Note 6.
C. No trucks or heavy machinery shall be allowed in the
stripped area until 12" of gravel fill is in place._
12. There shall be no sources of pollution. neither any part of
permir-ted within 75' of the well.
Test Holes on 10/6/92 witnessed by Sanitariar
T.H. 1A
0"-12" Topsoil
12"-36" Sandy loam
36"'-82" Coarse Sandy loam, bouldery throughout
no water or, mottling, refusal at 82"
T.H. 1B
0"-9" Topsoil
9"-36" Sandy loam
36"-90" Coarse Sand, some loam, bouldery throughout
no water, or mottling, refusal at 60"
T.H. 1C
0"-14" Topsoil
14"-30" Sandy loam
30"-66" Coarse Sandy, some loam, some boulders
no water, or mottling
e��40A,* olpw,�k 111WIt-0111 eveA.- o"I
el pll�
Z Jr / 4 / - if E,45 7- Z 4166 *OAd
-L7 7-
f
!A,4�.
1-V/a,/ rA)V1r
C?945.
55
PVk1-
OW OF T4,VX
=
o
4�-
11W.
PVTO rREVCH
=?x:..90
F-
907-7,
f OF rRFNCH
4�!�
40
JWZ7R rR,6 IV6H
94.9V
46011'
7, 4
7'.)
40
1`00TIN6' Oq,4,fN 00TZ,67
290
RESERVE XRf,-4
12. 55 0&
\ ®r
NEAREST 41F rZ ANO OFZ INLc-A TION
4RPRO,41. 9,90'
4-ROIi' ORIOIN,41- 5060,1V1510,,V PL AN
I W ;
0000 STA K E
-STAPLES
S/1 -r FABRIC rO EX?ZND 6"O&OW WOUND LE-Va.
k)ruvA re, 6"z 6 " TR '
7V 84IRY FABRIC &
COMPACT 84CKFILt.
A. All topsoil, stumps, and boulders shall be removed from
the area of the system and system fill. No machinery or
vehicles shall be allowed on the exposed native soil.
Stripping should not take place within 48 hours of a rain
storm or if there are standing puddles.
B. The earth shall be scarified prior to fill placement.
Gravel fill shall meet the specifications of Note 7 and
be placed in accordance with Note 6.
C. No trucks or heavy machinery shall be allowed in the
stripped area until 12" of gravel fill is in place._
12. There shall be no sources of pollution. neither any part of
permir-ted within 75' of the well.
Test Holes on 10/6/92 witnessed by Sanitariar
T.H. 1A
0"-12" Topsoil
12"-36" Sandy loam
36"'-82" Coarse Sandy loam, bouldery throughout
no water or, mottling, refusal at 82"
T.H. 1B
0"-9" Topsoil
9"-36" Sandy loam
36"-90" Coarse Sand, some loam, bouldery throughout
no water, or mottling, refusal at 60"
T.H. 1C
0"-14" Topsoil
14"-30" Sandy loam
30"-66" Coarse Sandy, some loam, some boulders
no water, or mottling
e��40A,* olpw,�k 111WIt-0111 eveA.- o"I
el pll�
Z Jr / 4 / - if E,45 7- Z 4166 *OAd
-L7 7-
f