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I STOCKPILE
1.5"x1.5%42" STAKE DRIVEN ON
DOWNSLOPE SIDE OF TRENCH
EXTEND 8" OF SILTFENCE_ BELOW
ANGLE STAKE 2' - 20' UPSLOPE
0SETSTAKE12" MINIMUM INTO GRADE Th, £
ti S. Mq
STAKED HAYBALES MAY BE SUBSTITUTED TAkSFORSILTFENCE
II
SILT FENCE LOCATED
5-10' FROM TOE OF - I
SLOPE = I I I II TI II E illh ''
yl - Ill-I II_I II -1
I I I
llE ll1 I.
EXISTING BACKFILLED TRENCHSUBGRADE
SILTFENCE 0 TOE OF SLOPE APPLICATION
NOT TO SCALE
STOCKPILE MANAGEMENT
1. Locate stockpiles so that natural drainage is not obstructed.
2. Maximize separation distances from wetlands, watercourses,
drainage ways and steep slopes.
3. Divert runoff oway from stockpiles.
4. Install and maintain silt fence or hoybales around stockpile.
5. Stockpileside slopes shall not exceed 2H:1V.
6. Materials stockpiled for longer than 30 days shall be seeded
and mulched immediately after formation.
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1-1 /4" PERCOLATION RATE
I 4S -- PER MAP REFERENCE
ET. --- / W "`' \D CLE.4W
PROVIDE FOOTINt, PERC RATE 20 MINUTES INCH
1094 tr
s '
454.7PR(_MDE AND 1 a--- -
A CANTtNt10U5 LINE-' ` SLAP REFERENCE
1 ,) SUBDIVISION PLAN ZONING DISTRICT WRP 160, R-80 AND R-120. PREPARED FOR OXIBY FARM, LLC,
SEE-)ETAI -gip,}- = , .., : -.. FORSYTH ROAD, OLD COLCHESTER ROAD & OXOBOXO DAM ROAD, MONTVILLE, CONNECTICUT. CHANDLER,
PALMER & KING ARCHITECTURE, ENGINEERING, AND SURVEYING. 110 BROADWAY NORWICH, CT 06360.
2 2„ 860-889-3397 FAX 860-886-7801 REVISED 09/06/00.
p ' i , ,l / \
r- -9 \ 7r , --_ / / , STANDARD D-80 WITH ELBOW
NOT TO SCALEPROVIDE50tfLF ; / / \ _ ;
OF 4" SDR 35 457.0
DE SLEV E PROPOSED PERCOLATION RATE = 20 MINUTES/INCHG'EAN
UNDER DF41E / W CAP / / / CLEARING UWITS 4 BEDROOM RESIDENCE„ REQUIRE; 900 SF OF LEACHING AREA
j 4" PROVIDE 3 100 ) PROPOSED... i --, --' _ - (48 WIDE TRENCHES IN SERIESPR(l.E 1500 . TO GRADE ; raA l4GE i I -•€ i-. _- GAL. SEPTIC TANK EFFECTIVE LEACHING AREA = 900 SF
TArdK 28 FT. }_ / TOPSOIL PROVIDE A 1500 GALLON 2 -COMPARTMENT TANK
EXISTING DRAIN _ -- / M.L.S.S. REQUIRED = 14x1.5x2=42'
M.L.S.S. PROVIDED = 100SUITABLEFILLF'ROMtOE 80f / // f.--
9. I OP U.
ii / /
FILTER FABRIC °0 2" SEPTIC RESERVE AREA BASED ON, A 4' GALLERY DESIGN.
OF 4-0
SCHX10ASTMD1785/ ' f R -o4PERFORATEDI
DELTA= 16'01'50"C. PIPE y ?
LENGHT=132,33 / \` j // i '•,> ' f o /
o/ /
o o P, REPME AREA OFPRIOEMED SY:iTEL AS FbLt OMIS
RADIUS=47296 SNET
CHORD=S36'53'50"E 131.90' #3324 -- , , / ` - 1.) REMOVE AND STOCKPILE TOPSOIL. APPROVED AGGREGATE
2.) PLACE SELECT FILL AS REQUIRED.
3.) EXCAVATE 4 WIDE TRENCHES ;AND PREPARE SURFACE.
4.) FILL TRENCHES WITH APPROVED AGGREGATE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN TRENCH AND FILLVU / ' i
l TO 2 OVER TOP OF PIPE. CHTENCROSS SINECTO 5.) CAP ENDS OF PIPES.
NOT TO SCALE 6.) PLACE A 4' WIDE STRIP OF h'ON-WOVEN FILTER FABRIC ON. TOP OF THE ENTIRE LENGTH OF THE SYSTEM,
AND BACKFILL WITH NATIVE MATERIAL.
PROPOSEDIIYE11. / f / r-- /
i 7.) REPLACE TOPSOIL, SEED & MULCH.
BURIED i rru rrIES -- RADIUS / / o.
DELTA=03'38'49" i- \ / aha'
LENGHT=150, 65' / j / /
RADIUS=2366,76' - -- L # 44/ 002 / /
CHORD S2T03 30 E 150,62 AREA ,;- -4.57 ± ,AC ES /
X (19 9,222--C SF) R
LM(TS of
BUIL.D114G ENVELOP
KNOCKOUT INLET AND
OUTLET OPENINGS
EROSION AND SEDIMENT CONTROL PLAN
p
DR.
CORRECT A C
GROUP REVIEWED A
PROJECT MANAGER
SURVEY 1
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O osoxo
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N UtPEtPOINT
Lak4 00
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PLAN
FILE 3510®
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2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
CLQ G
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C
3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR CAPACITIES A B C
0C m
FIRST FLOOR
SILT FENCE. 1250 GAL61" 51" 4$" ELEV ELEVATION
4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
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5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF_: MONTVILLE
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SF SQUARE FEET
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PROVIDE RISERS To WITHIN
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EXISTING CONTOURS
AlesQ
INSPECTION CAN OCCUR. 4 x 4 12.6/12.6 6 x 6 6/6 GA. 12" of FINISHED GRADE
GA. WIRE MESH AT INLET AND OUTLET
460-
6.} THE CONTRACTOR WILL BE RESPONSIBLE FOR .THE INSTALLATION AND MAINTENANCE WIRE MESH L___J-- x460 PROPOSED CONTOURS
LUo5 .o
OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. PROVIDE OUTLET FILTER
y 1tE010N
B eT ozQ
24 POLYLOK PL -122 STONE WALL
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NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. INLET f 3 VENT------ EXISTING TREELINE i ? J M7,f
oy0
P
ouYLEr
vcnwW
0 R
cVOMO
MrM
LIQUID LEVEL BUILDING SETBACK LINE
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PROPOSED SILT FENCE
f ELIEF, THIS MAP IS SUBSTANTIALLY PER 1000 S.F. APRIL 1 -JUNE 15 SCHED. 404INLETBAFFLE 1 PROPOSED LIMITS OF CLEARING
REON, AUGUST 1 - SEPTEMBER 15
STRAW/HAY 70-90 lbs. FREE FROM WEEDS
so• GAs
DEFLECTOR PROPOSED BURIED UTILITIES
ORK ROAD c MARYLAND RD. ROAD
f !/ AND COARSE MATTER
LOCATION MAP SCALE 1 -1000
LIMITS OF INLAND WETLANDS
rrf
1-1 /4" PERCOLATION RATE
I 4S -- PER MAP REFERENCE
ET. --- / W "`' \D CLE.4W
PROVIDE FOOTINt, PERC RATE 20 MINUTES INCH
1094 tr
s '
454.7PR(_MDE AND 1 a--- -
A CANTtNt10U5 LINE-' ` SLAP REFERENCE
1 ,) SUBDIVISION PLAN ZONING DISTRICT WRP 160, R-80 AND R-120. PREPARED FOR OXIBY FARM, LLC,
SEE-)ETAI -gip,}- = , .., : -.. FORSYTH ROAD, OLD COLCHESTER ROAD & OXOBOXO DAM ROAD, MONTVILLE, CONNECTICUT. CHANDLER,
PALMER & KING ARCHITECTURE, ENGINEERING, AND SURVEYING. 110 BROADWAY NORWICH, CT 06360.
2 2„ 860-889-3397 FAX 860-886-7801 REVISED 09/06/00.
p ' i , ,l / \
r- -9 \ 7r , --_ / / , STANDARD D-80 WITH ELBOW
NOT TO SCALEPROVIDE50tfLF ; / / \ _ ;
OF 4" SDR 35 457.0
DE SLEV E PROPOSED PERCOLATION RATE = 20 MINUTES/INCHG'EAN
UNDER DF41E / W CAP / / / CLEARING UWITS 4 BEDROOM RESIDENCE„ REQUIRE; 900 SF OF LEACHING AREA
j 4" PROVIDE 3 100 ) PROPOSED... i --, --' _ - (48 WIDE TRENCHES IN SERIESPR(l.E 1500 . TO GRADE ; raA l4GE i I -•€ i-. _- GAL. SEPTIC TANK EFFECTIVE LEACHING AREA = 900 SF
TArdK 28 FT. }_ / TOPSOIL PROVIDE A 1500 GALLON 2 -COMPARTMENT TANK
EXISTING DRAIN _ -- / M.L.S.S. REQUIRED = 14x1.5x2=42'
M.L.S.S. PROVIDED = 100SUITABLEFILLF'ROMtOE 80f / // f.--
9. I OP U.
ii / /
FILTER FABRIC °0 2" SEPTIC RESERVE AREA BASED ON, A 4' GALLERY DESIGN.
OF 4-0
SCHX10ASTMD1785/ ' f R -o4PERFORATEDI
DELTA= 16'01'50"C. PIPE y ?
LENGHT=132,33 / \` j // i '•,> ' f o /
o/ /
o o P, REPME AREA OF PRIOEMEDSY:iTEL AS FbLt OMIS
RADIUS=47296 SNET
CHORD=S36'53'50"E 131.90' #3324 -- , , / ` - 1.) REMOVE AND STOCKPILE TOPSOIL. APPROVED AGGREGATE
2.) PLACE SELECT FILL AS REQUIRED.
3.) EXCAVATE 4 WIDE TRENCHES ;AND PREPARE SURFACE.
4.) FILL TRENCHES WITH APPROVED AGGREGATE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN TRENCH AND FILLVU / ' i
l TO 2 OVER TOP OF PIPE. CHTENCROSS SINECTO 5.) CAP ENDS OF PIPES.
NOT TO SCALE 6.) PLACE A 4' WIDE STRIP OF h'ON-WOVEN FILTER FABRIC ON. TOP OF THE ENTIRE LENGTH OF THE SYSTEM,
AND BACKFILL WITH NATIVE MATERIAL.
PROPOSEDIIYE11. / f / r-- /
i 7.) REPLACE TOPSOIL, SEED & MULCH.
BURIED i rru rrIES -- RADIUS / / o.
DELTA=03'38'49" i- \ / aha'
LENGHT=150, 65' / j / /
RADIUS=2366,76' - -- L # 44/ 002 / /
CHORD S2T03 30 E 150,62 AREA ,;- -4.57 ± ,AC ES /
X (19 9,222--C SF) R
LM(TS of
BUIL.D114G ENVELOP
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 = 4.57f ACRES
5 ) BENCHMARK TO BE SET IN ARRA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION
KNOCKOUT INLET AND
OUTLET OPENINGS
EROSION AND SEDIMENT CONTROL PLAN
TCS MY KNOWLEI
QUALITY CONTROL CERTIFICATION CORRECT A C
GROUP REVIEWED A
PROJECT MANAGER
SURVEY 1
RICHAR H. ST OUS
ENVIRONMENTAL
r
CIVIL J J
STRUCTURAL
ARCHITECTURAL
PLAN
FILE 3510®
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 = 4.57f ACRES
5 ) BENCHMARK TO BE SET IN ARRA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION
KNOCKOUT INLET AND
OUTLET OPENINGS
EROSION AND SEDIMENT CONTROL PLAN
CAST CONCRETE COVERS
1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
n'
PLAN 1 EGM
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 = 4.57f ACRES
5 ) BENCHMARK TO BE SET IN ARRA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION
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1500 GAL 69" 59" 56"
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DATE:. 08/30/2006
SCALE: 1" = 3O!
SHEET
1 OF 1
EROSION AND SEDIMENT CONTROL PLAN
CAST CONCRETE COVERS
1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM. PLAN 1 EGM
2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR CAPACITIES A B C FF FIRST FLOOR
SILT FENCE. 1250 GAL61" 51" 4$" ELEV ELEVATION
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 SF SQUARE FEET
SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE PROVIDE RISERS To WITHIN
EXISTING CONTOURS
INSPECTION CAN OCCUR. 4 x 4 12.6/12.6 6 x 6 6/6 GA. 12" of FINISHED GRADE
GA. WIRE MESH AT INLET AND OUTLET
460-
6.} THE CONTRACTOR WILL BE RESPONSIBLE FOR .THE INSTALLATION AND MAINTENANCE WIRE MESH L___J-- x460 PROPOSED CONTOURS
OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. PROVIDE OUTLET FILTER l
7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATE=R, AND IF 24 POLYLOK PL -122 STONE WALL
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. INLET f 3 VENT------ EXISTING TREELINE i ? J M7,f
ouYLEr I LIQUID LEVEL BUILDING SETBACK LINE
MULCHES APPLICATION RATE NOTES SEEDING DATES:
a CONTINUOUS HOT P. 4" OUT
m ASPHALT SEAL PROPOSED SILT FENCE
f ELIEF, THIS MAP IS SUBSTANTIALLY PER 1000 S.F. APRIL 1 -JUNE 15 SCHED. 404INLETBAFFLE 1 PROPOSED LIMITS OF CLEARING
REON, AUGUST 1 - SEPTEMBER 15
STRAW/HAY 70-90 lbs. FREE FROM WEEDS
so• GAs
DEFLECTOR PROPOSED BURIED UTILITIES
f !/ AND COARSE MATTER e
WLF# LIMITS OF INLAND WETLANDS
P.E. 19679 DdE SEED MIXTURE:
WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER 45% RED FESCUE CROSS SECTION 458 INVERT ELEVATION
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS 30 15 0 3012lbsNITROGEN / TON 10% PERENNIAL RYE 12501500 GALLQN THS TEST HOLE
ARTMEN2COMPT SEPTIC TANK GRAPHIC SCALE IN FEET
NOT TO SCALE
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1500 GAL 69" 59" 56"
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0 0 < w w
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DATE:. 08/30/2006
SCALE: 1" = 3O!
SHEET
1 OF 1
SCALE: 1" = 3O!
SHEET
1 OF 11