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'Aw CAST
CONCRETE COVERS-/
PLA
4 x 4 12.6/12.6 GA. WIRE MESH 86.0 INVERT ELEVATION
6 x 6 6/6 GA, WIRE MESH
! 17� � 4 p
o -o
KNOCKOUT INLET AND
OUTLET OPENINGS
DESCRIPTION
RIBS INSIDE_•
INLE
+
•----^3' VENT-� - a s' VErI
4
'Aw CAST
CONCRETE COVERS-/
PLA
4 x 4 12.6/12.6 GA. WIRE MESH 86.0 INVERT ELEVATION
6 x 6 6/6 GA, WIRE MESH
! 17� � 4 p
OUTLET
NOTES
1. TOTAL -AREA 40.104± S.F.
2. TOPOCcRAPHIG INFORMATION (:;PnWN COMPLIES WITH
I k� t� / 4' �-- 30 T-2 MAPP I NO 5TANDARP5.
CROSS SECTION;
3. BA5E FOR LEVELS: ASSUMED.
X000 GALLON 4. PROPOSED HOUSE AND SEPT.IG SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR L I GEN5ED I N THE STATE OF
/ 2 COMPARTMENT
l SEPTIC ..TANK CONNECTICUT.
NOT TO SCALE
5. A 5TABLE BENCHMARK TO BE 5ET BY -A LAND SUR\IEYOR
PRIOR TO THE 5`rART OF GON5TRUCTION.
4•
TOPSOIL
f
SUITABLE FILL
FILTER FABRIC P
L
PIPEERFQRATEDo
�oLJ5(ec, `( �u PREPARE AREA of PROPO5ED 5Y5TEM A5 FOLLOWS:
Old1' STONE
/ I. REMOVE AND STOCKPILE TOP501L.
2. PLACE BANK RUN eRAVEL (LESS THAN 5% FINES) PLACED IN
CIO
4 i 6" LIFTS AND COMPACTED TO c15% DENSITY.
EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE.
IRENQH 4. FILL TRENGHE5 WITH I WASHED STONE TO HEIGHT OF PIPE INVERTS
MOSS SEQUOR
PLACE PIPE IN TRENCH, AND FILL TO 2" OVER TOP .OF PIPE.-
NOT TO SCALE r 5. PLACE A 4' HIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF
/ �, �� THE ENTIRE LENGTH of THE SYSTEM), AND BACKFILL WITH
/ / NATIVE MATERIAL.
i/ / 6. REPLACE TOPSOIL,; SEED, $ MULCH.
4" PVC ELBOW
/ 2X2 5/8 16 GA, WIRE MESH r
/ :
-4_ 0
0o o v, 1 1/2
e
i
- 1
:
v
D
U
m r
cl
Mm F
e ,
V - M
i �-
¢ A 3 BEDROOM RE5IDENCE REQUIRES 4ci5 5F
a
OF LEACH I NC AREA 6.0 MIN. / INCH PERG RATE.
,
CSJ ,hv \�y , i i< 2 � Zr-, -n / .' m U5E THO TRENGHE5 4' !AIDE (2)(83.0' X 3.0 5F/LF)
' IN, 5ERIFS 4q8 5F. OF EFFECTIVE LEACHIN& AREA.
U5 AA 1000 SAL. 2 -COMPARTMENT TANK,
M.L.5,5. REGUIRED = 50 x 1.5 x 1.2 r 54.0'
b'
STANDARD D -BOX W ELBOW
NOT TO SCALA
goo
(� r�rc o -�
-1 I (E3e�Dr�oo1
Gt I �� SOT 5E
���, 93• o s''�/j 1 TEST HOLE #21 "' NOTES:
/Z ZZ
- - - - - — - - - - - - 0"-12" TOP501L 5U5D I V 151 ON PLAN PROPERTY OF O RACE H. LAKENBACH
-� 12"-26" REDDISH BROOK %E3501L
26"-76" 6RAY,5ANDY{TILL COMPACT PREPARED FOR PAUL LAKENBAGH, OLD GOLGHE5TER ROAD
HATER ® 62", MOrrLINCf * 3o" MONTV I LLE,CONNECTICUT MAY 02, I cIq$ REV 15ED TO i cl5EPTg4
_ 5GALc: 1"=40', GHANDLER,PALMFRKING, NORNIGH, CONNECTICUT.
T:;,TG.1 _ i �-t
TEST HOLE #22
O -IT
"23"
REPP15H BROHN 5U5501L
23"-74" GRAY>; SANDY TILL COMPACT
MATER ® 56"
�1 J MOTTLING 0,32"
PrGpPoS�D
TEST HOLE #23
O" -!O" TOPSOIL
10 3 10"-52" REDDISH BROWN 5UB501L
0 w32"--16" GRAY SANDY SILL COMPACT
_ HATER 0 35
-� --- MOTTLING ® 32"
TEST HOLE #24
�J• 28 0"-12" TOP501L 5EFTIC SYSTEM FLAN
12"-52",`REDDISH BROHN 5UB501L i�AR i POR
-- -- _ — --- q� 32 -84 GRAY 5ANDY TILL COMPACT
moo_- -- -- --- — --- WATER a 66"
MOTTLING ® 32"
PERCOLATION RATE � OF 6 MI N./I NGH
I A N C Y H COO) %500e ""lm
f , B EEf,,.1 �. H
LD s-
OL, -I:> Co L. T rte- j O
LOT 5E --- LA N ACH SU IVI ION
e c_-_� U. I coo. o I
20y _ i00 20 OLC� COLCHESTER ROAC)
— _ MONTV I L.I., CONNCTI OUT
GRf PHIC SCALE IN FEET
I
No. 9679
�p i
REVISIONS
DATE I
DESCRIPTION
INLE
L
•----^3' VENT-� - a s' VErI
E
: k
i' LIQUID LEVEL-` I
C❑NTINU❑USH❑T 14' OUTLET 1
`CD
ASPHALT SEAL $ NED AFFLWITH
\\-4'
•
to
SCHEDULE #41\\1/8' PVC
INLET BAFFLE 60• CCAS j
1 DEFLErTOR-f
OUTLET
NOTES
1. TOTAL -AREA 40.104± S.F.
2. TOPOCcRAPHIG INFORMATION (:;PnWN COMPLIES WITH
I k� t� / 4' �-- 30 T-2 MAPP I NO 5TANDARP5.
CROSS SECTION;
3. BA5E FOR LEVELS: ASSUMED.
X000 GALLON 4. PROPOSED HOUSE AND SEPT.IG SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR L I GEN5ED I N THE STATE OF
/ 2 COMPARTMENT
l SEPTIC ..TANK CONNECTICUT.
NOT TO SCALE
5. A 5TABLE BENCHMARK TO BE 5ET BY -A LAND SUR\IEYOR
PRIOR TO THE 5`rART OF GON5TRUCTION.
4•
TOPSOIL
f
SUITABLE FILL
FILTER FABRIC P
L
PIPEERFQRATEDo
�oLJ5(ec, `( �u PREPARE AREA of PROPO5ED 5Y5TEM A5 FOLLOWS:
Old1' STONE
/ I. REMOVE AND STOCKPILE TOP501L.
2. PLACE BANK RUN eRAVEL (LESS THAN 5% FINES) PLACED IN
CIO
4 i 6" LIFTS AND COMPACTED TO c15% DENSITY.
EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE.
IRENQH 4. FILL TRENGHE5 WITH I WASHED STONE TO HEIGHT OF PIPE INVERTS
MOSS SEQUOR
PLACE PIPE IN TRENCH, AND FILL TO 2" OVER TOP .OF PIPE.-
NOT TO SCALE r 5. PLACE A 4' HIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF
/ �, �� THE ENTIRE LENGTH of THE SYSTEM), AND BACKFILL WITH
/ / NATIVE MATERIAL.
i/ / 6. REPLACE TOPSOIL,; SEED, $ MULCH.
4" PVC ELBOW
/ 2X2 5/8 16 GA, WIRE MESH r
/ :
-4_ 0
0o o v, 1 1/2
e
i
- 1
:
v
D
U
m r
cl
Mm F
e ,
V - M
i �-
¢ A 3 BEDROOM RE5IDENCE REQUIRES 4ci5 5F
a
OF LEACH I NC AREA 6.0 MIN. / INCH PERG RATE.
,
CSJ ,hv \�y , i i< 2 � Zr-, -n / .' m U5E THO TRENGHE5 4' !AIDE (2)(83.0' X 3.0 5F/LF)
' IN, 5ERIFS 4q8 5F. OF EFFECTIVE LEACHIN& AREA.
U5 AA 1000 SAL. 2 -COMPARTMENT TANK,
M.L.5,5. REGUIRED = 50 x 1.5 x 1.2 r 54.0'
b'
STANDARD D -BOX W ELBOW
NOT TO SCALA
goo
(� r�rc o -�
-1 I (E3e�Dr�oo1
Gt I �� SOT 5E
���, 93• o s''�/j 1 TEST HOLE #21 "' NOTES:
/Z ZZ
- - - - - — - - - - - - 0"-12" TOP501L 5U5D I V 151 ON PLAN PROPERTY OF O RACE H. LAKENBACH
-� 12"-26" REDDISH BROOK %E3501L
26"-76" 6RAY,5ANDY{TILL COMPACT PREPARED FOR PAUL LAKENBAGH, OLD GOLGHE5TER ROAD
HATER ® 62", MOrrLINCf * 3o" MONTV I LLE,CONNECTICUT MAY 02, I cIq$ REV 15ED TO i cl5EPTg4
_ 5GALc: 1"=40', GHANDLER,PALMFRKING, NORNIGH, CONNECTICUT.
T:;,TG.1 _ i �-t
TEST HOLE #22
O -IT
"23"
REPP15H BROHN 5U5501L
23"-74" GRAY>; SANDY TILL COMPACT
MATER ® 56"
�1 J MOTTLING 0,32"
PrGpPoS�D
TEST HOLE #23
O" -!O" TOPSOIL
10 3 10"-52" REDDISH BROWN 5UB501L
0 w32"--16" GRAY SANDY SILL COMPACT
_ HATER 0 35
-� --- MOTTLING ® 32"
TEST HOLE #24
�J• 28 0"-12" TOP501L 5EFTIC SYSTEM FLAN
12"-52",`REDDISH BROHN 5UB501L i�AR i POR
-- -- _ — --- q� 32 -84 GRAY 5ANDY TILL COMPACT
moo_- -- -- --- — --- WATER a 66"
MOTTLING ® 32"
PERCOLATION RATE � OF 6 MI N./I NGH
I A N C Y H COO) %500e ""lm
f , B EEf,,.1 �. H
LD s-
OL, -I:> Co L. T rte- j O
LOT 5E --- LA N ACH SU IVI ION
e c_-_� U. I coo. o I
20y _ i00 20 OLC� COLCHESTER ROAC)
— _ MONTV I L.I., CONNCTI OUT
GRf PHIC SCALE IN FEET
I
No. 9679
�p i
REVISIONS
DATE I
DESCRIPTION
L
E
: k
r�
DATE: �NJVEMBER 20, 1996
„
SCALE;: 1" = 20'
a
SHEET 1 OF 1
' I
•