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SPIK
(FND
QUALITY CONTROL CERTIFICATION
GROUP REVIEW D DATE
PROJECT MANAGER
SURVEY
ENVIRONMENTAL
CML
STRUCTURAL
ARCHITECTURAL
FILE 3
"ROPOSED
RIGHT OF `NAY
M 51.640
FILTER
FABRIC ANGLE 10• UP SLOPE
FOR STABILITY AND
POST SELF CLEANING
COMPACTED ���\��\��\�j N 4
BACKFILL —11
SIT FENCE
NOT TO SCALE
2X2 5/8 16 GA.
WIRE MESH
1 112" �-
N
0
r.:
1a
2 xx
2 x,
12" OF BACKFILL
STANDARD D --BOX
NOT TO SCALE
LIFTING HANDLES
1' BROKEN STONE
/OX j/��.
GD
o co
6 1/8 I
L 20
8 to
16
14 112
17 3/8"
29"
34 3/4 ol
GALLERY
CROSS SECTION
NOT TO. SCALE
US,
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 12" OF FINISHED GRADE
GA. WIRE MESH 6 x 6 6/6 GA. [AT INLET AND OUTLET
[WIRE MESH
4" PROVIDE OUTLET FILTER
/—POLYLOK PL -122
EROSICONTROL 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 CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY VEGETAIM Q RANTING SCHEDULE
MULCHES APPLICATION RATE NOTES SEEDING DATES:
PER 1000 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 UNCAS HEALTH DISTRICT -- DATED: 04/01/2002
TESTHOLE . # 1
0"-2" TOPSOIL
2"-142" MED TO COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
TESTHOLE #2
0"-4" TOPSOIL
4"-100" MED 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 SUB301L
37"-93" MED TO CCARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
PERCOLATION RATE
PER UNCAS HEALTH OISTRICT - DATED: 04/01/2002
PERCOLATION RATE: FERC #1 = 28 SECONDS / INCH
MAPA'EFEREN
PROPERTY SURVEY PLAN PREPARED FOR SAINT THOMAS MORE, INC., COTTAGE
ROAD, MONTVILLE, 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 AREA OF PROPOSED SYSTEMA AS FOLL
1.) REMOVE AND STOCKPILE TOPSOIL.
2.) EXCAVATE 6' WIDE- TRENCHES AND PREPARE SURFACE.
3.) PLACE GALLERY UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO
PROVIDE THE DESIRED LENGTH.
4.) RUN PIPE TH ROU-vH INLET END PLATE (PIPE DOES NOT EXTEND
ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH 1" BROKEN STONE
5.) PLACE FILTER FN3RIC ON TOP OF STONE OVER ENTIRE SYSTEM.
6.) REPLACE TOPSOIL, SEED & MULCH.
NOTE�
1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS.
2.) BASE FOR LEVELIS: 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 = 2.77 f ACRES
5.) BENCHMARK TO EiE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION.
LIQUID LEVEL
CONTINUOUS HOT D 4" OUTLET,,,'�.��
a ASPHALT SEAL BAFFLE
m
4" SCHED. 0
IN FF 4FF FIRST FLOOR
DEFLO��qq ECTOR S i
ELEV ELEVATION
S. F. SQUARE FEET
CROSSSECTJON
— — 410— — EXISTING CONTOURS
1250,11.500 GALLON 1412 PROPOSED CONTOURS
/ 2 COMPARTMENT SEPTIC TANK BUILDING SETBACK LINE
NOT TO SCALE
v'
-- TEST HOLE
412 INVERT ELEVATION
40' 2D' 0 40'
mod
GRAPHIC SCALE IN FEET
0
W
IV -V
KNOCKOUT INLET AND
OUTLET OPENINGS
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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 12" OF FINISHED GRADE
GA. WIRE MESH 6 x 6 6/6 GA. [AT INLET AND OUTLET
[WIRE MESH
4" PROVIDE OUTLET FILTER
/—POLYLOK PL -122
EROSICONTROL 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 CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY VEGETAIM Q RANTING SCHEDULE
MULCHES APPLICATION RATE NOTES SEEDING DATES:
PER 1000 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 UNCAS HEALTH DISTRICT -- DATED: 04/01/2002
TESTHOLE . # 1
0"-2" TOPSOIL
2"-142" MED TO COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
TESTHOLE #2
0"-4" TOPSOIL
4"-100" MED 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 SUB301L
37"-93" MED TO CCARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
PERCOLATION RATE
PER UNCAS HEALTH OISTRICT - DATED: 04/01/2002
PERCOLATION RATE: FERC #1 = 28 SECONDS / INCH
MAPA'EFEREN
PROPERTY SURVEY PLAN PREPARED FOR SAINT THOMAS MORE, INC., COTTAGE
ROAD, MONTVILLE, 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 AREA OF PROPOSED SYSTEMA AS FOLL
1.) REMOVE AND STOCKPILE TOPSOIL.
2.) EXCAVATE 6' WIDE- TRENCHES AND PREPARE SURFACE.
3.) PLACE GALLERY UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO
PROVIDE THE DESIRED LENGTH.
4.) RUN PIPE TH ROU-vH INLET END PLATE (PIPE DOES NOT EXTEND
ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH 1" BROKEN STONE
5.) PLACE FILTER FN3RIC ON TOP OF STONE OVER ENTIRE SYSTEM.
6.) REPLACE TOPSOIL, SEED & MULCH.
NOTE�
1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS.
2.) BASE FOR LEVELIS: 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 = 2.77 f ACRES
5.) BENCHMARK TO EiE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION.
LIQUID LEVEL
CONTINUOUS HOT D 4" OUTLET,,,'�.��
a ASPHALT SEAL BAFFLE
m
4" SCHED. 0
IN FF 4FF FIRST FLOOR
DEFLO��qq ECTOR S i
ELEV ELEVATION
S. F. SQUARE FEET
CROSSSECTJON
— — 410— — EXISTING CONTOURS
1250,11.500 GALLON 1412 PROPOSED CONTOURS
/ 2 COMPARTMENT SEPTIC TANK BUILDING SETBACK LINE
NOT TO SCALE
v'
-- TEST HOLE
412 INVERT ELEVATION
40' 2D' 0 40'
mod
GRAPHIC SCALE IN FEET
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DATE: 9/27/2002
SCALE: 1 " = 40'
FSHEET: 1 OF 1