HomeMy WebLinkAboutPlanHELT
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14 t
N220oo,,36uw
Z
LOT 2
t, 3, 3
ua �IEPTIC TANK
PUMPED
ol
F007ING
DRAIN
w
J z
PROPOSED
3 BEDROOM
GARAGE
;pl ISiDENt,"E
r�A
FF ELEV=557.5
"N
0%/Q5i'Q1 Q1 ;05:Q1 PMS, mdenco
RADIUS = 626.11' 1
DELTA z 11*12l'22"---J
ARC LENGTlI = 122.46'
. . . ............... . . ...
r FULL X)AD
CHAPEA'Id
,5
co
2X2 5/8 16 GA. WIRE MESH
1/2
At
------ - T— Q0
N1 .4.
00
I I
cli
00
WA WOMM_
A LTER
FABRIC
ANGLE 10® UP SLOPE
�UR SiABILJiY ANU
II A\SELF CLEANING
C�
COMPACTED
BACKFILL
Na? TO SCALE
KNOCKOUT INLET 84
OUTLET OPENINGS
0"--9" TOPSOIL
RIBS INSIL Eq
9"--36" SUBSOIL
+
36"-97" GRAVEL WITH
LARGE ROCKS
NO LEDGE, NO WATER,
NO MOTTLING
0)
ACJ
0 -
)� 1
0 --10" TOPSOIL -
bo tS
(A (A
-ARGE ROCKS
NO LEDGE, NO WATER,
MOTTLING @ 54"
TESTHOLE #2D
3:
2X2 5/8 16 GA. WIRE MESH
1/2
At
------ - T— Q0
N1 .4.
00
I I
cli
00
WA WOMM_
A LTER
FABRIC
ANGLE 10® UP SLOPE
�UR SiABILJiY ANU
II A\SELF CLEANING
C�
COMPACTED
BACKFILL
Na? TO SCALE
'AST CONCRETE COVERSJ
4x4 12.6/12.6
GA. WIRE MESH 6X6 6/6 GA.
24"- WIRE MESH
f
3' VENT Y' 3" VENT
LIQUID LEa—/
0 00 CONTINUOUS HOT
ASPHALT SEAL
ici 4. SCHEDULE #40
INLET BAFFLE
4" OUTLET BAFFLE LINED W1 1/8" PVC
60' GAS DEFLECTOR
TO S`A!_.,F
PROVIDE RISERS TO WITHIN
12" OF FINISH GRADE
AT INLET AND OUTLET
4
PROVIDE OUTLET FILTER
/`'—POLYLOK PL -122
OUTLET
iLmfp_QR i VE T�fv�
MULCHES APPLICATION RATE NOTES
PER 1000 S,F.
STRAW/HAY 70.90 lbs, FREE FROM WEEDS
AND COARSE' MATTER
WOOD CHIPS 185-275 lb3. FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
12lbs NITROGEN TON
TTHOLE IATA
PER REFERENCE PLAN
OLE #2A
0"---10" TOPSOIL
10' ' —64" SUBSOIL
64 —96" GRAVEL WITH LARGEROCKS
NO LEDGE, NO WATER, MOTTLING @64"
TE_��THO�LE �2B
KNOCKOUT INLET 84
OUTLET OPENINGS
0"--9" TOPSOIL
RIBS INSIL Eq
9"--36" SUBSOIL
+
'AST CONCRETE COVERSJ
4x4 12.6/12.6
GA. WIRE MESH 6X6 6/6 GA.
24"- WIRE MESH
f
3' VENT Y' 3" VENT
LIQUID LEa—/
0 00 CONTINUOUS HOT
ASPHALT SEAL
ici 4. SCHEDULE #40
INLET BAFFLE
4" OUTLET BAFFLE LINED W1 1/8" PVC
60' GAS DEFLECTOR
TO S`A!_.,F
PROVIDE RISERS TO WITHIN
12" OF FINISH GRADE
AT INLET AND OUTLET
4
PROVIDE OUTLET FILTER
/`'—POLYLOK PL -122
OUTLET
iLmfp_QR i VE T�fv�
MULCHES APPLICATION RATE NOTES
PER 1000 S,F.
STRAW/HAY 70.90 lbs, FREE FROM WEEDS
AND COARSE' MATTER
WOOD CHIPS 185-275 lb3. FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
12lbs NITROGEN TON
TTHOLE IATA
PER REFERENCE PLAN
OLE #2A
0"---10" TOPSOIL
10' ' —64" SUBSOIL
64 —96" GRAVEL WITH LARGEROCKS
NO LEDGE, NO WATER, MOTTLING @64"
TE_��THO�LE �2B
0
0"--9" TOPSOIL
ui
9"--36" SUBSOIL
36"-97" GRAVEL WITH
LARGE ROCKS
NO LEDGE, NO WATER,
NO MOTTLING
i-EdHOLE #2C
0 -
)� 1
0 --10" TOPSOIL -
10" -54" SUBSOIL
54"—l12" GRAVEL WITH
-ARGE ROCKS
NO LEDGE, NO WATER,
MOTTLING @ 54"
TESTHOLE #2D
3:
0"-12" TOPSOIL
_j
V)
m
12"-48" SUBSOIL
X
48"-98" GRAVEL WITH
LARGE ROCKS
NO LEDGE, NO WATER,
NO MOTTLING
INFORMATION PROVIDED PER REFERENCE PLAN
10 MINUTES INCH
IIt
MSP REFERENCE
SUBDIVISION PLAN, ZONING DISTRICT R40 PREPARED FOR RTT DEVELOPMENT,
INC., FORSYTH ROAD & CHAPEL HILL ROAD, MONTVILLE, CONNECTICUT,
PPLPARED BY CHANDLER, PALMER & KING 11/8/98 WITH REVISIONS TO 10/99.
PERCOLATION RATE = 10 MINUTES/INCH
3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA
PROVIDE (2) 83' (48" WIDE) TRENCHES, CONNECT ENDS
EFFECTIVE LEACHING AREA = 528 SF
PROVIDE A 1000 GALLON 2—COMPARTMENT TANK
M.L.S.S. REQUIRED = 28 x 1.5 x 1,2 50.4'
M.L.S.S. PROVIDED = 8-
1. REMOVE AND STOCKPILE TOPSOIL.
2. EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE.
3. FILL TRENCHES WITH 1 " WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE
PIPE IN TRENCH, AND FILL TO 2" OVER TOP OF PIPE.
4. CAP ENDS OF PIPES.
5. PLACE A 4' WIDE STRIP OF NON—WOVEN FILTER FABRIC ON TOP OF 'THE
ENTIRE LENGTH OF THE SYSTEM), AND BACKFILL WITH NATIVE MATERIAL.
6. REPLACE TOPSOIL, SEED & MULCH.
1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STANDARDS.
2. BASE FOR LEVELS: SUBDIVISION MAP.
3. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A
LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
4. LOT AREA = 1.01 ± ACRES
5. BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF
CONSTRUCTION.
LEND_Q
L -N
FF FIRST FLOOR
Ea EV ELEVATION
S.1- . SQUARE FEET
—554-- EXISTING CONTOURS
554— PROPOSED CONTOURS
BUILDING SETBACK LINE
TEST HOLE
553.0 INVERT ELEVATION
x555.9 EXISTING SPOT ELEVATION
0
20 0 20
GRAPHIC SCALE IN FEET
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