HomeMy WebLinkAboutPlanSPIKE
(FND.)
NO
'oma
PROPOSED \
SAND B EAC H
( 100'f X 20'f)
G A R D N E R
LAK E
(QUALITY CONTROL CERTIFICATION
GROUP REVIEWED DATE
PROJECT MANAGER f/ ,� ,-3
SURVEY
ENVIRONMENTAL
CIVIL !/
STRUCTURAL
ARCHITECTURAL
FILE J 6 31
0
S 25'32'09" W PROPOSED
192.50' �► 25' RIGHT OF WAY
S 09'31'01" W
160.11'
R=211.50"
DELTA = 14' 01' 24"
L=51.77'
CHORD = SOUTH 00' 35' 49" WEST 51.64'
C-4 �S 1T10'21" W
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(END.)
FILTER
FABRIC ANGLE 10' UP SLOPE
FOR STABILITY AND
POST I SELF CLEANING
Z11_
a
COMPACTED �, o
BACKFILL
SILT FENCE
NOT TO SCALE
2X2 5/8 16 GA.
WIRE MESH
1 1/2/n
- - - -
�-CD
00
r -
2"
2"
STANDARD D—BOX
NOT TO SCALE
12" OF BACKFILL
LIFTING HANDLES
GALLERY
CROSS SECTION
NOT TO SCALE
CAST CONCRETE COVERS-/
PLAN
CAPACITIES A B C
1250 GAL 61"
1500 GAL 69"
PROVIDE RISERS TO WITHIN
4 x 4 12.6/12.6 12" OF FINISHED GRADE
GA. WIRE MESH 6 x 6 6/6 GA, AT INLET AND OUTLET
WIRE MESH
24"PROVIDE OUTLET FILTER
f-POLYLOK PL -122
EROSION AND SEDIMENT 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 WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAN OCCUR.
6.) THE DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION.
7.) DUST COVTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY 1 HE APPLICATION OF CALCIUM CHLORIDE.
_TEMPORARY VEGETATIVE COVER
MULCHES A'PLICATION RATE NOTES
PER 1000 S.F.
STRAW/HAY 70-90 lbs. FREE FROM WEEDS
AND COARSE MATTER
WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
12lbs NITROGEN / TON
TESTHOLE DA;;A
PER UNCAS FIEALTH DISTRICT - DATED: 04/01/2002
TESTHOLE-11
0"-2" TOPSOj.L
2"-142" MED TO COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
TESTHOLE #2
0"-4" TOPSOIL
4"-100" MEC TO COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
TESTHOLE #3
0"-18" TOPSOIL
18"--52" SUBSOIL
52"-83" SAND AND GRAVEL
NO LEDGE, NO WATER, NO MOTTLING
TESTHOLE #4
0"-13" TOPSOIL
13"-37" SANDY SUBSOIL
37"-93" MED TO COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
PERCOLATION $gj�
PER UNCAS I-EALTH DISTRICT - DATED: 04/01/2002
PERCOLATION RATE: PERC #1 = 28 SECONDS / INCH
a
PLANTING SCHEDULE
SEEDING DATES:
APRIL 1 — JUNE 15
AUGUST 1 — SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
PROPERTY SURVEY PLAN PREPARED FOR SAINT THOMAS MORE, INC., COTTAGE
ROAD, MON IVI!_LE, CONNECTICUT, BY CME/CPK DESIGN GROUP, NORWICH,
CONNECTICUT. DATED: 05/18/2002.
DESIGN DATA
PERCOLATION RATE = 28 SECONDS/INCH
5 BEDROOM RESIDENCE REQUIRES 825 SF OF LEACHING AREA
PROVIDE (23) 4' X 4' X 4' GALLERIES
EFFECTIVE LEACHING AREA = 846 SF
PROVIDE A 1500 GALLON 2 -COMPARTMENT TANK
M.L.S.S. REQUIRED = N/A
M.L.S.S. PROVIDED = 92'
PREPARE AREI OF PROPOSED SYSTEM AS _ FOLLOWS
1.) REMOVE AND STOCKPILE TOPSOIL.
2.) EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE.
3.) PLACE GA' _LERY UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO
PROVIDE THE DESIRED LENGTH.
4.) RUN PIPE THIPOUGH INLET END PLATE (PIPE DOES NOT EXTEND
ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH 1" BROKEN STONE
5.) PLACE FILTER FABRIC ON TOP OF STONE OVER ENTIRE SYSTEM.
6.) REPLACE-FOPSOIL, SEED & MULCH.
NOTES
1.) TOPOGRAP,,+C INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS.
2.) BASE FOR LEVELS: ngvd 1929.
3.) PROPOSEC HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND
SURVEYOR LIC=NSED IN THE STATE OF CONNECTICUT.
4.) LOT AREA = 2.77 f ACRES
5.) BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION,
INLET s
__OIUTLET OPENINGS
� KNOCKOUT INLET AND
' LIQUID LEVEL
'
00
Q CONTINUOUS HOT
p 4" OUTL
BAFFLE
LEGEND
m ASPHALT SEAL
0
4" SCHED. #40
a lot
FF
INLET BAFFLE
°
a
' (
60' GAS
CAST CONCRETE COVERS-/
PLAN
CAPACITIES A B C
1250 GAL 61"
1500 GAL 69"
PROVIDE RISERS TO WITHIN
4 x 4 12.6/12.6 12" OF FINISHED GRADE
GA. WIRE MESH 6 x 6 6/6 GA, AT INLET AND OUTLET
WIRE MESH
24"PROVIDE OUTLET FILTER
f-POLYLOK PL -122
EROSION AND SEDIMENT 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 WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAN OCCUR.
6.) THE DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION.
7.) DUST COVTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY 1 HE APPLICATION OF CALCIUM CHLORIDE.
_TEMPORARY VEGETATIVE COVER
MULCHES A'PLICATION RATE NOTES
PER 1000 S.F.
STRAW/HAY 70-90 lbs. FREE FROM WEEDS
AND COARSE MATTER
WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
12lbs NITROGEN / TON
TESTHOLE DA;;A
PER UNCAS FIEALTH DISTRICT - DATED: 04/01/2002
TESTHOLE-11
0"-2" TOPSOj.L
2"-142" MED TO COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
TESTHOLE #2
0"-4" TOPSOIL
4"-100" MEC TO COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
TESTHOLE #3
0"-18" TOPSOIL
18"--52" SUBSOIL
52"-83" SAND AND GRAVEL
NO LEDGE, NO WATER, NO MOTTLING
TESTHOLE #4
0"-13" TOPSOIL
13"-37" SANDY SUBSOIL
37"-93" MED TO COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
PERCOLATION $gj�
PER UNCAS I-EALTH DISTRICT - DATED: 04/01/2002
PERCOLATION RATE: PERC #1 = 28 SECONDS / INCH
a
PLANTING SCHEDULE
SEEDING DATES:
APRIL 1 — JUNE 15
AUGUST 1 — SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
PROPERTY SURVEY PLAN PREPARED FOR SAINT THOMAS MORE, INC., COTTAGE
ROAD, MON IVI!_LE, CONNECTICUT, BY CME/CPK DESIGN GROUP, NORWICH,
CONNECTICUT. DATED: 05/18/2002.
DESIGN DATA
PERCOLATION RATE = 28 SECONDS/INCH
5 BEDROOM RESIDENCE REQUIRES 825 SF OF LEACHING AREA
PROVIDE (23) 4' X 4' X 4' GALLERIES
EFFECTIVE LEACHING AREA = 846 SF
PROVIDE A 1500 GALLON 2 -COMPARTMENT TANK
M.L.S.S. REQUIRED = N/A
M.L.S.S. PROVIDED = 92'
PREPARE AREI OF PROPOSED SYSTEM AS _ FOLLOWS
1.) REMOVE AND STOCKPILE TOPSOIL.
2.) EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE.
3.) PLACE GA' _LERY UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO
PROVIDE THE DESIRED LENGTH.
4.) RUN PIPE THIPOUGH INLET END PLATE (PIPE DOES NOT EXTEND
ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH 1" BROKEN STONE
5.) PLACE FILTER FABRIC ON TOP OF STONE OVER ENTIRE SYSTEM.
6.) REPLACE-FOPSOIL, SEED & MULCH.
NOTES
1.) TOPOGRAP,,+C INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS.
2.) BASE FOR LEVELS: ngvd 1929.
3.) PROPOSEC HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND
SURVEYOR LIC=NSED IN THE STATE OF CONNECTICUT.
4.) LOT AREA = 2.77 f ACRES
5.) BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION,
INLET s
3 VENT --�
OUTLET
' LIQUID LEVEL
'
00
Q CONTINUOUS HOT
p 4" OUTL
BAFFLE
LEGEND
m ASPHALT SEAL
0
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00
FF
INLET BAFFLE
°
a
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