HomeMy WebLinkAboutSite Plan—396
SSONE WALL
QUALITY CONTROL
CERTIFICATION
GROUP I REVIEWED DATE
PROJECT MANAGER
10"-20" SUBSOIL
SURVEY `,y
�w7,'i.•
ENVIRONMENTAL
NO LEDGE, WATER 0 44", MOTTLING @ 20"
CIVIL �7's
STRUCTURAL
�
ARC H IT ECTU R'AL
0 0
FILE
J
PROVIDE AND MAINTAIN SILT
FENCE THROUGHOUT
CONSTRUCTION (SEE DETAIL)
BL&P
\� 2284 \�
---
CHERRY LANE
LOT 5
STONY BROOK ACRES
TOPSOIL
SUITABLE FILL.
FILTER FABRIC -
4" PERFORATED
PIPE
1" STONE
r�r •
j►i•%ii� r�• m ••�'w
TRENCH iO
NOT TO SCALE
4"
c
u
CAST CONCRETE COVERS
PLAN
CAPACITIES A B C
1250 GAL 61" 51" 48"
1500 GAL 69" 59" 56"
PROVIDE RISERS TO WITHIN
4 x 4 12.6/12.6 6 x 6 6/6 GA. A7"INOF FINISHED
AND OUTLETRADE
GA. WIRE MESH WIRE MESH
24" PROVIDE OUTLET FILTER
POLYLOK PL -122
INLET 3 VENT--IT
OUTLET
' LIQUID LEVEL � CONTINUOUS HOT p 4 OUTLEASPHALT SEAL..BAFFL4" SCHED. #40
INLT BAFFLES 60' GDEFLECT
CROSS SECTION
1250/1500 GALLON
2 COMPARTMENT SEPTIC TANK
NOT TO SCALE
� CATCH
Q� /BASIN
---396\
FILTER
FABRIC
POST
1 �
COMPACTED
BACKFILL
ANGLE 10' UP SLOPE
FOR STABILITY AND
SELF CLEANING
goo
1v -V
KNOCKOUT INLET AND
OUTLET OPENINGS
\\%
AfL0
10"-20" SUBSOIL
SQUARE FEET
20"-80" SANDY TILL
i
04
NO LEDGE, WATER 0 44", MOTTLING @ 20"
W
�
�
o
0 0
27"-80" SANDY TILL
C1
NO LEDGE, NO WATER,
MOTTLING 0 27"
�
TH#
z
co 00
10"-28" SUBSOIL
Cdr
V)
m
NO LEDGE, NO WATER,
MOTTLING @ 28"
TESTHOLE #107
U
CAST CONCRETE COVERS
PLAN
CAPACITIES A B C
1250 GAL 61" 51" 48"
1500 GAL 69" 59" 56"
PROVIDE RISERS TO WITHIN
4 x 4 12.6/12.6 6 x 6 6/6 GA. A7"INOF FINISHED
AND OUTLETRADE
GA. WIRE MESH WIRE MESH
24" PROVIDE OUTLET FILTER
POLYLOK PL -122
INLET 3 VENT--IT
OUTLET
' LIQUID LEVEL � CONTINUOUS HOT p 4 OUTLEASPHALT SEAL..BAFFL4" SCHED. #40
INLT BAFFLES 60' GDEFLECT
CROSS SECTION
1250/1500 GALLON
2 COMPARTMENT SEPTIC TANK
NOT TO SCALE
� CATCH
Q� /BASIN
---396\
FILTER
FABRIC
POST
1 �
COMPACTED
BACKFILL
ANGLE 10' UP SLOPE
FOR STABILITY AND
SELF CLEANING
goo
SILT FENCE
NOT TO SCALE
2x2 5/8 16 GA. 4" PVC ELBOW
WIRE MESH
1-1/2 in F 1-1/4"
i
<D
k t
M
O
2" 2"�--
'ENT
2 STANDARD D—BOX WITH ELBOW
NOT TO SCALE
EROSION AND SEDIME14T _ CONTROL PLAN
1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM.
2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR
SILT FENCE.
4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE
SHALL BE NOTIFIED W--IEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAN OCCUR.
6.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL REQUIRED SEE,'IMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION,
7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY VEGETATIVE �,,OVE PLANTING SCHEDULE
MULCHES APPLICATIOf4 RATE NOTES SEEDING DATES:
PER 100? S.F. APRIL 1 - JUNE 15
AUGUST 1 - SEPTEMBER 15
STRAW/HAY 70-90 lbs. FREE FROM WEEDS
AND COARSE MATTER
SEED MIXTURE:
WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER 45% RED FESCUE
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS
12lbs NITROGEN / TON 10% PERENNIAL RYE
TESTHOLE DATA
PER MAP REFERENCE
TESTHOLE #5
Z y
\\%
CL
iv a
SILT FENCE
NOT TO SCALE
2x2 5/8 16 GA. 4" PVC ELBOW
WIRE MESH
1-1/2 in F 1-1/4"
i
<D
k t
M
O
2" 2"�--
'ENT
2 STANDARD D—BOX WITH ELBOW
NOT TO SCALE
EROSION AND SEDIME14T _ CONTROL PLAN
1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM.
2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR
SILT FENCE.
4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE
SHALL BE NOTIFIED W--IEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAN OCCUR.
6.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL REQUIRED SEE,'IMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION,
7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY VEGETATIVE �,,OVE PLANTING SCHEDULE
MULCHES APPLICATIOf4 RATE NOTES SEEDING DATES:
PER 100? S.F. APRIL 1 - JUNE 15
AUGUST 1 - SEPTEMBER 15
STRAW/HAY 70-90 lbs. FREE FROM WEEDS
AND COARSE MATTER
SEED MIXTURE:
WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER 45% RED FESCUE
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS
12lbs NITROGEN / TON 10% PERENNIAL RYE
TESTHOLE DATA
PER MAP REFERENCE
TESTHOLE #5
FIRST FLOOR
0"-10" TOPSOIL
ELEVATION
10"-20" SUBSOIL
SQUARE FEET
20"-80" SANDY TILL
EXISTING CONTOURS
NO LEDGE, WATER 0 44", MOTTLING @ 20"
TESTHOLE #105
0"-9" TOPSOIL
V
9"-27" SUBSOIL
0 0
27"-80" SANDY TILL
C1
NO LEDGE, NO WATER,
MOTTLING 0 27"
TESTHOLE #106
TH#
0"-10" TOPSOIL
co 00
10"-28" SUBSOIL
Cdr
28"-82" SANDY TILL
NO LEDGE, NO WATER,
MOTTLING @ 28"
TESTHOLE #107
U
0"-9" TOPSOIL
W
9"-32" SUBSOIL
_CL W
� O
32"-80" SANDY TILL
Q.
NO LEDGE, NO WATER,
MOTTLING @ 32"
TESTHOLE #108
0"-14" TOPSOIL
0
O
14"-30" SUBSOIL
Q
0:�
30"-82" SANDY TILL
p
NO LEDGE, NO WATER,
MOTTLING @ 30"
PERCOLATION RATE
PER MAP REFERENCE
PERC 11 MINUTES / INCH
MAP REFERENCE
SUBDIVISION PLAN, STOTMIY BROOK ACRES, PREPARED FOR WILLIAM M. HRACYK & ANNE M.
DANIEWICZ, SALEM TURNPIKE (RTE #82), CHERRY LANE & NOBLE HILL ROAD, MONTVILLE,
CONNECTICUT, BY CHANDLER, PALMER & KING, NORWICH, CT, DATED APRIL 24, 1997 WITH
REVISIONS TO 8/11/98.
DESIGN DATA
PERCOLATION RATE = 11 MINUTES/INCH
4 BEDROOM RESIDENCE REQUIRES 900 SF OF LEACHING AREA
PROVIDE (3) 102' (48" WIDE) TRENCHES
EFFECTIVE LEACHING AREA = 918 SF
PROVIDE A 1250 GALLON} 2 -COMPARTMENT TANK
M.L.S.S. REQUIRED = 3 x 2.0 x 1.5 = 102'
M.L.S.S. PROVIDED = 102'
j
1.) REMOVE AND STOCKPILE TOPSOIL.
2.) PLACE BANK RUN GRAVEL (LESS THAN 57. FINES) PLACED IN 6" LIFTS AND
COMPACTED TO 957. DENSITY.
3.) EXCAVATE 4' WIDE 1RENCHES AND PREPARE SURFACE.
4.) FILL TRENCHES WITI; 1" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN
TRENCH, AND FILL TO OVER TOP OF PIPE.
5.) CAP ENDS OF PIPES.
6.) PLACE A 4' WIDE &'RIP OF NON -WOVEN FILTER FABRIC ON TOP OF THE ENTIRE
LENGTH OF THE SYSTEN), AND BACKFILL WITH NATIVE MATERIAL.
7.) REPLACE TOPSOIL, `TEED & MULCH.
NOTES
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 = 1.87f ACRES
5.) BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION.
IFS
FF
FIRST FLOOR
ELEV
ELEVATION
SF
SQUARE FEET
— —390— —
EXISTING CONTOURS
390
PROPOSED CONTOURS
STONE WALL
V
BUILDING SETBACK LINE
0 0
PROPOSED SILT FENCE
C1
PROPOSED LIMITS OF CLEARING
390.0
INVERT ELEVATION
TH#
TEST HOLE
20 10 0 20
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DATE: 01/21/2004
SCALE: 1 " = 20'
SHEET
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