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LOT 4 \
PER MAP ,
REFERENCE
LOT 6
PER MAP
REFERENCE
N/F
ALAN E. DENISON
PROPV�-
PROVIDE do MAINTAIF SILT FENCE
THROUGHOUT CONSTRUCTION
(SEE DETAIL)
OPEN SPACE
PER MAP REFERENCE
N65'48'46"E
342.05'
2X2 5/8 16 GA. WIRE MESH
-a 11 112"
4" PVC ELBOW
d -
2"r
I
STANDARD D—BOX WZELBOW
NOT TO SCALE
FILTER FABRIC -
4" PERFORATED
PIPE
1 " STONE -
2" r
TONE-
— 4 is
S
TOPSOIL
lc() 2„
I
SUITABLE FILL
v O
O N`
POST
` FOR STABILITY AND
= kc�'
If ;i CL� Ar,l
SELF E'/AIVi1r1;13
4'
45% KENTUCKY BLUE GRASS
TRENCH
CROSS SECTION
NOT TO SCALE
FILTER
AND COARSE MATTER
FABRIC
II �
ANGLE 10' UP SLOPE
POST
` FOR STABILITY AND
45% RED FESCUE
If ;i CL� Ar,l
SELF E'/AIVi1r1;13
COMPACTED
45% KENTUCKY BLUE GRASS
BACKFILL
12lbs NITROGEN / TON
SILT FENCE
NOT TO SCALE
KNOCKOUT INLET &
OUTLET OPENINGS
RIBS INSIDE
0 + __T
CAST CONCRETE COVERS
.PLAN
4x4 12.6/12.6
GA. WIRE MESH
6x6 6/6 GA.
24" WIRE MESH
I N LETF4'
AND COARSE MATTER
" VENT---�� e 3" VENT
SEED MIXTURE:
QUID LEVEL
FREE OF COARSE MATTER
45% RED FESCUE
00
AIR DRIED, TREAT WITH
45% KENTUCKY BLUE GRASS
OUS HOT
12lbs NITROGEN / TON
10% PERENNIAL RYE
ALT SEAL
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00
c
ULE x%40FLE
•
0— 9" TOPSOIL
•v
.1
9-34" SUBSOIL
000
34-91" COARSE SAND W/ SILT,
ROCKS
4"
5'-8
4" OUTLET
BAFFLE LINED W/ 1/8" PVC
TESTHOLE #103
60' GAS DEFLECTOR
CROSS SEC11ON
+ V
1000 GALLON
0O
2 COMPARTMENT
SEPTIC TANK
6-25" SUBSOIL
NOT TO SCALE
PROVIDE RISERS
TO WITHIN 12" OF
FINISH GRADE AT
INLET AND OUTLET
PROVIDE
4 OUTLET
�- FILTER
POLYLO K
OUTLET PL -122
r
EROSION AND aEDIMENT 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 AIND 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 CONTRACTOR 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 VEGETATIVE COVER PLANTING 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
MAP REFEREWIE
RESUBDIVISION PLAN, JUNIPER FARMS, PREPARED FOR JILL B. JOHNSON & ALAN
E. DENISON, CT.RT.#163, DOYLE RD., CHURCH RD., MONTVILLE, CONNECTICUT, BY
CHANDLER, PkLMER & KING, DATED JUNE 12, 1998
DESIGN DATA
PERCOLATION RATE = 8 MINUTES/INCH
3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA
PROVIDE (2) 93' (48" WIDE) TRENCHES
EFFECTIVE LEACHING AREA = 498 SF
PROVIDE A 1000 GALLON 2—COMPARTMENT TANK
M.L.S.S. REQUIRED = 26 x 1.2 x 1.5 = 46.8
M.L.S.S. PROVIDED = 83'
W
1.) REMOVE AND STOCKPILE TOPSOIL.
2.) PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND
COMPACTED 10 95% DENSITY.
3.) EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE.
4.) FILL TRE14CHES WITH 1" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE
PIPE IN TRENCH, AND FILL TO 2" OVER TOP OF PIPE.
5.) CAP ENDS OF PIPES.
6.) PLACE A 4' WIDE STRIP OF NON—WOVEN FILTER FABRIC ON TOP OF THE
ENTIRE LENG?H OF THE SYSTEM), AND BACKFILL WITH NATIVE MATERIAL.
7.) REPLACE TOPSOIL, SEED & MULCH.
NOTES
1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STAN DARDS.
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 = 6.54t ACRES
5.) BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF
CONSTRUCTION.
A-1 LEGEN
--i �3» FF
ELEV
S.F.
--480---
480-
473.1
80473.1
FIRST FLOOR
ELEVATION
SQUARE FEET
EXISTING CONTOURS
PROPOSED CONTOURS
STONE WALL
EXISTING TREE LINE
BUILDING SETBACK LINE
TEST HOLE
INVERT ELEVATION
20 10 0 20
GRAPHIC SCALE IN FEET
AND COARSE MATTER
SEED MIXTURE:
WOOD CHIPS '85-275 lbs.
FREE OF COARSE MATTER
45% RED FESCUE
00
AIR DRIED, TREAT WITH
45% KENTUCKY BLUE GRASS
TESTHOLE DATA
12lbs NITROGEN / TON
10% PERENNIAL RYE
PER MAP REFERENCE
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TESTHOLE_# 10A
•
0— 9" TOPSOIL
•v
°�
9-34" SUBSOIL
000
34-91" COARSE SAND W/ SILT,
ROCKS
NO WATER, MOTTLING @ 34
NO LEDGE
W
TESTHOLE #103
(u
+ V
0— 6" TOPSOIL
0O
LL_
6-25" SUBSOIL
U
cd Q1
25-115" COMP SILTY SAND
w
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W
NO WATER, MOTTLING 0 25
NO LEDGE
}'
N
TESTHOLE #10C
o (6
0— 5" TOPSOIL
5-32" SUBSOIL
.. I
32-101" COMP SILTY SAND
O
NO WATER, MCTTLING 0 32'x,
NO LEDGE
TESTHOLE #100
O
0— 7" TOPSOIL
�
7-30" SUBSOIL
w
30-67" MED (;OMP SILTY SAND,
LARGE ROCKS
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LEDGE 0 67"
TESTHOLE #10E
o
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z
0— 3" TOPSOIL
w
LLJ
3-25" SUBSOIL
25-106" COM° SILTY SAND
5Q
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IL
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TESTHOLE # 1 QE
c
0— 5" TOPSOIL
z �
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t
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28-69" MED c;OMP SAND &
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-
MAP REFEREWIE
RESUBDIVISION PLAN, JUNIPER FARMS, PREPARED FOR JILL B. JOHNSON & ALAN
E. DENISON, CT.RT.#163, DOYLE RD., CHURCH RD., MONTVILLE, CONNECTICUT, BY
CHANDLER, PkLMER & KING, DATED JUNE 12, 1998
DESIGN DATA
PERCOLATION RATE = 8 MINUTES/INCH
3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA
PROVIDE (2) 93' (48" WIDE) TRENCHES
EFFECTIVE LEACHING AREA = 498 SF
PROVIDE A 1000 GALLON 2—COMPARTMENT TANK
M.L.S.S. REQUIRED = 26 x 1.2 x 1.5 = 46.8
M.L.S.S. PROVIDED = 83'
W
1.) REMOVE AND STOCKPILE TOPSOIL.
2.) PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND
COMPACTED 10 95% DENSITY.
3.) EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE.
4.) FILL TRE14CHES WITH 1" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE
PIPE IN TRENCH, AND FILL TO 2" OVER TOP OF PIPE.
5.) CAP ENDS OF PIPES.
6.) PLACE A 4' WIDE STRIP OF NON—WOVEN FILTER FABRIC ON TOP OF THE
ENTIRE LENG?H OF THE SYSTEM), AND BACKFILL WITH NATIVE MATERIAL.
7.) REPLACE TOPSOIL, SEED & MULCH.
NOTES
1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STAN DARDS.
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 = 6.54t ACRES
5.) BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF
CONSTRUCTION.
A-1 LEGEN
--i �3» FF
ELEV
S.F.
--480---
480-
473.1
80473.1
FIRST FLOOR
ELEVATION
SQUARE FEET
EXISTING CONTOURS
PROPOSED CONTOURS
STONE WALL
EXISTING TREE LINE
BUILDING SETBACK LINE
TEST HOLE
INVERT ELEVATION
20 10 0 20
GRAPHIC SCALE IN FEET
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DATE: 07/08/2002
SCALE: 1 " = 20'
SHEET: 1 OF