HomeMy WebLinkAboutSite PlanQUALITY CONTROL CERTIFICATION
GROUP REVIfWED PATE
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SURVEY
ENVIRONMENTAL
CIVIL
STRUCTURAL
ARCHITECTURAL
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OLD OLCHESTER ROA
PROVIDE
1(( BITUMINOUS PROVIDE AND MAINTAIN
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APRON SILT FENCE THROUGHOUT
15° CPP II CONSTRUCTION (SEE DETAIL)
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166,18' (TOTAL)
TO BE SET
EXISTING
WELL
N61401'1
77,7ff
KUN VIN
242,16' (TOTAL)
526
EROSION AND MIMUE CONIEUL PLAN
1.) CLEARING, GRUBE3ING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM.
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2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED,
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3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR
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SILT FENCE.
2X2 5/8 16 GA. 4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES,
WIRE MESH -7
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5,) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE
1 1/2"
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SHALL BE NOTIFIED • NHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
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OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION,
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TEMPORARY VEGETATIVE COVER PLANTING SCHEDULE
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PER 1000 S.F. APRIL 1 JUNE 15
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1 – SEPTEMBER 15
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STRAW HAY 70-90 lbs, FREE FROM WEEDS
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AND COARSE MATTER
2" 2„I
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AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS
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TESTHOLE 9 107
0"-16” FILL
KUN VIN
242,16' (TOTAL)
526
1. REMOVE AND STOCKPILE TOPSOIL,
2. PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6"
LIFTS AND COMPACTEC, TO 95% DENSITY,
3, EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE,
4. PLACE GALLERY UD'ITS IN TRENCH WITH ENDS BUTTED TOGETHER TO
PROVIDE THE DESIRED` LENGTH,
5. RUN PIPE THROUGII INLET END PLATE (PIPE DOES NOT EXTEND
ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH 1" BROKEN STONE,
6. PLACE FILTER FABRIC ON TOP OF STONE OVER ENTIRE SYSTEM.
7. REPLACE TOPSOIL, SEED & MULCH.
CAST CONCRETE COVERS-/
PLAN
NOTES
CAPACITIES A B C
1250 GAL 61" 51" 48" 1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS,
1500 GAL fig" 59" 56" 2,) BASE FOR LEVELS,' SUBDIVISION MAP.
3,) PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND
PROVIDE RISERS TO WITHIN SURVEYOR LICENSED .I':v THE STATE OF CONNECTICUT.
4 x 4 12.6/12.66x66/6 12" OF FINISHED GRADE 4,) LOT AREA = 2.58 ± ACRESGA. GA. WIRE MESH WIRE MESH AT INLET AND OUTLET 5.) BENCHMARK TO 13I7 SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION,
24 PROVIDE OUTLET FILTER
POLYLOK PL -122
INLET ¢ 3 VENT-- OUTLET
LIQUID LEVEL
CONTINUOUS HOT a 4" OUTLET LEGENDQ
ASPHALT SEAL BAFFLEVcl
4"USCHED. #40
INLET BAFFL"F FF FIRST FLOOR
60' GAS4. DEFLECTOR ELEV c.LEVATION
S. F. SQUARE FEET
CROSS SECTION
528 — E'KISTING CONTOURS
125QZ1 500 GALLON 528 ------ PROPOSED CONTOURS
COMPARTMENT SEPTIC TANK
EUILDINc SETBACK LINENOTTOSCALE
T"Sr HOLE 20 10 0 20
530 IPIVERT ELEVATION GRAPHIC SCALE IN FEET
EROSION AND MIMUE CONIEUL PLAN
1.) CLEARING, GRUBE3ING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM.
INO
2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED,
M 00
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3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR
V E-+ 00
SILT FENCE.
2X2 5/8 16 GA. 4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES,
WIRE MESH -7
A
5,) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE
1 1/2"
a0i
SHALL BE NOTIFIED • NHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
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6,) THE DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
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OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION,
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7,) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
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TEMPORARY VEGETATIVE COVER PLANTING SCHEDULE
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MULCHES APPLICATION RATE NOTES SEEDING DATES:
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PER 1000 S.F. APRIL 1 JUNE 15
00AUGUST
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1 – SEPTEMBER 15
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STRAW HAY 70-90 lbs, FREE FROM WEEDS
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AND COARSE MATTER
2" 2„I
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SEED MIXTURE:
WOOD CHIPS 185-275 lbs, FREE OF COARSE MATTER 45% RED FESCUE
STANDARD D—BOX AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS
12lbs NITROGEN / TON 10% PERENNIAL RYE
NOT TO SCALE
TESTHOLE DATA
PER MAP REFERENCE
TESTHOLE 9 107
0"-16” FILL
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16"-20" TOPSOIL
20"-31 " SUBSOIL
REINFORCED RIB 31 "-81 " COMPACT GREY SILTY SAND
NO LEDGE, NO WATER, NO MOTTLING
TOPSOIL FILTER FABRIC
Q _ PEA STONE OR TU HOLE ,1108
0"-17"
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FILL
17 -23 TOPSOILN4" PIPE 23"-37" SUBSOIL
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37"-78" GREY COMPACT SANDY TILL
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1 STONE NO LEDGE, NO WATER, NO MOTTLING
1, I 4, 1,
TESTHOLE # 109
0"-16" FILL
16"-21 " TOPSOIL
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21 "-37" SUBSOIL
CROSS SECTION
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37"-84" GREY COMPACT SANDY TILL
NO LEDGE, NO WATER, MOTTLING Q 43" NOT TO SCALE
TESTHOLE ,f 110
0"-12" FILL
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12"-21 " TOPSOIL
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21 "-43" SUBSOIL
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43"-82" GREY COMPACT SANDY TILL
NO LEDGE, NO WATER, MOTTLING @ 43"
FILTER II
FABRIC I ANGLE 10' UP SLOPE
PERCOLATION
PER REFERENCE PLAt,,
FOR STABILITY AND
POST
SELF CLEANING
I) PERCOLATION RATE: `„C # 13 MINUTES / INCH
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COMPACTED\\\\\,\\/ N o RESUBDIVISION PLAN 1"REPARED FOR RTT DEVELOPEMENT, INC,, FORSYTH ROAD &
BACKFILL OLD COLCHESTER ROF,D, MONTVILLE, CONNECTICUT, BY CME/CPK DESIGN GROUP,
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NORWICH, CONNECTICUT, DATED: 03/07/2002 WITH REVISIONS TO 06/14/2002,
SILT FENCE
NOT TO SCALE DESIGN DATA
PERCOLATION RATE _` _13 MINUTES/INCH
4 BEDROOM RESIDEN(E REQUIRES 900 SF OF LEACHING AREA
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PROVIDE (16) 8' (48" WIDE) TEE PEE GALLERIES
EFFECTIVE LEACHING AREA = 1032 SF
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PROVIDE A 1250 GALLON 2 -COMPARTMENT TANK
M.L.S.S. REQUIRED = `36 x 1,5 x 2 = 108'
M.L.S.S, PROVIDED =,108'
PREPAYYAREA OF PEOPOSED SYSTEM AS FOLLOWS
1. REMOVE AND STOCKPILE TOPSOIL,
2. PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6"
LIFTS AND COMPACTEC, TO 95% DENSITY,
3, EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE,
4. PLACE GALLERY UD'ITS IN TRENCH WITH ENDS BUTTED TOGETHER TO
PROVIDE THE DESIRED` LENGTH,
5. RUN PIPE THROUGII INLET END PLATE (PIPE DOES NOT EXTEND
ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH 1" BROKEN STONE,
6. PLACE FILTER FABRIC ON TOP OF STONE OVER ENTIRE SYSTEM.
7. REPLACE TOPSOIL, SEED & MULCH.
CAST CONCRETE COVERS-/
PLAN
NOTES
CAPACITIES A B C
1250 GAL 61" 51" 48" 1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS,
1500 GAL fig" 59" 56" 2,) BASE FOR LEVELS,' SUBDIVISION MAP.
3,) PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND
PROVIDE RISERS TO WITHIN SURVEYOR LICENSED .I':v THE STATE OF CONNECTICUT.
4 x 4 12.6/12.66x66/6 12" OF FINISHED GRADE 4,) LOT AREA = 2.58 ± ACRESGA. GA. WIRE MESH WIRE MESH AT INLET AND OUTLET 5.) BENCHMARK TO 13I7 SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION,
24 PROVIDE OUTLET FILTER
POLYLOK PL -122
INLET ¢ 3 VENT-- OUTLET
LIQUID LEVEL
CONTINUOUS HOT a 4" OUTLET LEGENDQ
ASPHALT SEAL BAFFLEVcl
4"USCHED. #40
INLET BAFFL"F FF FIRST FLOOR
60' GAS4. DEFLECTOR ELEV c.LEVATION
S. F. SQUARE FEET
CROSS SECTION
528 — E'KISTING CONTOURS
125QZ1 500 GALLON 528 ------ PROPOSED CONTOURS
COMPARTMENT SEPTIC TANK
EUILDINc SETBACK LINENOTTOSCALE
T"Sr HOLE 20 10 0 20
530 IPIVERT ELEVATION GRAPHIC SCALE IN FEET
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1. REMOVE AND STOCKPILE TOPSOIL,
2. PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6"
LIFTS AND COMPACTEC, TO 95% DENSITY,
3, EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE,
4. PLACE GALLERY UD'ITS IN TRENCH WITH ENDS BUTTED TOGETHER TO
PROVIDE THE DESIRED` LENGTH,
5. RUN PIPE THROUGII INLET END PLATE (PIPE DOES NOT EXTEND
ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH 1" BROKEN STONE,
6. PLACE FILTER FABRIC ON TOP OF STONE OVER ENTIRE SYSTEM.
7. REPLACE TOPSOIL, SEED & MULCH.
CAST CONCRETE COVERS-/
PLAN
NOTES
CAPACITIES A B C
1250 GAL 61" 51" 48" 1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS,
1500 GAL fig" 59" 56" 2,) BASE FOR LEVELS,' SUBDIVISION MAP.
3,) PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND
PROVIDE RISERS TO WITHIN SURVEYOR LICENSED .I':v THE STATE OF CONNECTICUT.
4 x 4 12.6/12.66x66/6 12" OF FINISHED GRADE 4,) LOT AREA = 2.58 ± ACRESGA. GA. WIRE MESH WIRE MESH AT INLET AND OUTLET 5.) BENCHMARK TO 13I7 SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION,
24 PROVIDE OUTLET FILTER
POLYLOK PL -122
INLET ¢ 3 VENT-- OUTLET
LIQUID LEVEL
CONTINUOUS HOT a 4" OUTLET LEGENDQ
ASPHALT SEAL BAFFLEVcl
4"USCHED. #40
INLET BAFFL"F FF FIRST FLOOR
60' GAS4. DEFLECTOR ELEV c.LEVATION
S. F. SQUARE FEET
CROSS SECTION
528 — E'KISTING CONTOURS
125QZ1 500 GALLON 528 ------ PROPOSED CONTOURS
COMPARTMENT SEPTIC TANK
EUILDINc SETBACK LINENOTTOSCALE
T"Sr HOLE 20 10 0 20
530 IPIVERT ELEVATION GRAPHIC SCALE IN FEET
DATE', 09/10/2002
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