HomeMy WebLinkAboutSite Planm
1
t
z
r
Q
c
CD
1
P6
i
MONUMENT
BENCHMARK IRON ROD
ELEVATION = 361.57
MONUMENT
W w o
qq o
INSTALL AND MAINTAIN A -J Q o
CONTINUOUS LINE OF
SILT FENCE THROUGHOUT
CONSTRUCTION (SEE DETAIL)
N
QUALITY CONTROL CERTIFICATION
GROUP REVIEWED DATE
PROJECT MANAGER
SURVEY
ENVIRONMENTAL
CIVIL
STRUCTURAL
ARCHITECTURAL
MONUMENT
O
0
11
WLF
1A
MONUMENT
DRILL
HOLE NIF
HENRIETTA M.
BUSHNELL
DRILL
HOLE
P.!:
Z
DRILL
HOLE
DRILL
HOLE
VL.10LG
N64.00'31"E
175.00
50 25 0 50
NONE
GRAPHIC SCALE IN FEET
w
0
FIRST FLOOR
ELEVATION
SQUARE FEET
EXISTING CONTOURS
PROPOSED CONTOURS
STONE WALL
BUILDING SETBACK LINE
PROPOSED RETAINING WALL
PROPOSED SILT FENCE
PROPOSED BURIED UTILITIES
LIMITS OF INLAND WETLANDS
INVERT ELEVATION
TEST HOLE
4"
TOPSOIL
FILTER FABRIC
SUITABLE FILL 1co 2"
4" PERFORATED o
PIPE I N
FitoTfocoQ
APPROVED 03
AGGREGATE
4' --I
TRENCU CROSS SECTION
NOT TO SCALE
2x2 5/8 16 GA. 4" PVC ELBOWWIREMESH
1-1/2" 1-1/4,
d-_
41.4
A
r
CV
i
o
2"
STANDARD D --BOX WITH ELBOW
NOT TO SCALE
e) _Yt
I
DRILL
HOLE
l
1
GRAOE -
0"-8" TOPSOIL
QRpppSEO
8"-26" SUBSOIL 12"-29" SUBSOIL
26"-90" SANDY TILL
PROVIDE ,
BANK RUN.' .
GRAVEL
2141
NO WATER
w FILTER FABRIC::
0 oxU
TESTHOLE #12
TESTHOLE X15 0"-13" TOPSOIL
0"-10" TOPSOIL 13"-37" SUBSOIL
10"-26" SUBSOIL 37"-84" SANDY TILL
GRADE,
NO LEDGE
NO LEDGE NO WATER
12" ROCK 4 ,
CHIPS
n o
2 TO 4 TON 4" PERFORATED
BOULDERS PVC DRAIN PIPE
FILL VOIDS
0
WITH
s w
Lr.
SMALLER ROCKS
L0
o
N
STONE RUAININQ WALL
NOT TO SCALE
4"
TOPSOIL
FILTER FABRIC
SUITABLE FILL 1co 2"
4" PERFORATED o
PIPE I N
FitoTfocoQ
APPROVED 03
AGGREGATE
4' --I
TRENCU CROSS SECTION
NOT TO SCALE
2x2 5/8 16 GA. 4" PVC ELBOWWIREMESH
1-1/2" 1-1/4,
d-_
41.4
A
r
CV
i
o
2"
STANDARD D --BOX WITH ELBOW
NOT TO SCALE
e) _Yt
I
DRILL
HOLE
l
1
FILTER 'I; 4" ROLLED PROCESSED GRAVEL
FABRIC ANGLE 10' UP SLOPE 3" ROLLED 1/2" STONE -
FOR STABILITY AND
SELF CLEANING
POST
I A* OW 1
z = 12" COMPACTED GRAVEL SUBBASE
COMPACTED Q GRAVEL DRIVE SURFACEBACKFILL
NOT TO SCALE
SILT FENCE
NOT TO SCALE
EROSION AND SEDIMENT CONTROL PLAN
1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TQ THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM.
2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3.) ALL TOPSOIL TO BE STOCKPILE 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 CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL REQUIkED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION.
7.) DUST CONS ROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY MEATIVE COVER LAUNG SCHEDULE
MULCHES APPLICATION RATE NOTES SEEDING DATES:
PER 1000 S.F. APRIL 1 - JUNE 15
AUGUST 1 - SEPTEMBER 15
STRAW/HAY 70-90 Ibs. 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
1.21bs NITROGEN / TON 10% PERENNIAL RYE
1 /
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 WIRE MESH
GA AT INLET AND OUTLET
PROVIDE OUTLET
24" FILTER POLYLOK
PL -122
INLET 3 VENT OUTLET
LIQUID LEVEL '
CONTINUOUS HOT b 4" OUTLET
ASPHALT SEAL BAFFLE.\
M
4" SCHED. #40 v
INLET BAFFLE P60' GASa. DEFLECTOR
CROSS SECTION
1250/1500 CALLON
2 COMPARTMENT SEPTIQ TANK
NOT TO SCALE
SELECT FILL MATERIAL
SELECT FILL MATERIAL" AND "SELECT BACKFILL MATERIAL", PLACED WITHIN AND ADJACENT
TO PROPOSED LEACHING AREAS SHALL BE COMPRISED OF CLEAN SAND AND GRAVEL, FREE
FROM ORGANIC (MATTER AND FOREIGN SUBSTANCES. THE FILL MATERIAL SHALL MEET THE
FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER
FOR USE WITHIN THE LEACHING AREA:
1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3".
2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED
ON THE #4 SIEVE (THTS- IS THE GRAVEL PORTION OF THE SAMPLE).
3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE
ANALYSIS STARTED.
4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA:
SIEVE SIZE PERCENT PASSING
4 100%
10 70%-100%
40 10%-50% (SEE NOTE BELOW)
100 0%-20%
200 0%-5%
NOTE: PERCENT PASSING THE #40 SIEVE- CAN BE INCREASED TO NO GREATER THAN 75% IF
THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 107o AND THE #200 SIEVE
DOES NOT EXCEED 5%. THE RESPONSIBILITY FOR THE PREPARATION OF THE LEACHING
AREA UTILIZING "SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER
SHALL TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING
SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED.
TESTHOLE 114
KNOCKOUT INLET AND
OUTLET OPENINGS
0"-8" TOPSOIL 0"-12" TOPSOIL
8"-26" SUBSOIL 12"-29" SUBSOIL
26"-90" SANDY TILL 29"-76" SANDY TILL
NO LEDGE NO LEDGE
2141
NO WATER
win MR
0 oxU
TESTHOLE #12
TESTHOLE X15 0"-13" TOPSOIL
0"-10" TOPSOIL 13"-37" SUBSOIL
10"-26" SUBSOIL 37"-84" SANDY TILL
26"-96" SANDY TILL NO LEDGE
NO LEDGE NO WATER
NO WATER MOTTLING @ 37"
MOTTLING @ 26"
n o
TESTHOL 1
a
0"-8" TOPSOIL
o...
cN
8"-26" SUBSOIL
0
26"-95" SAA '1,40 ' 7-8_U E SOIL
s w
Lr.
NO LEDGE
L0
o
N
NO WATER
O7
MOTTLING @ 26"
Ld
z
PERCOLATION RAZE
FILTER 'I; 4" ROLLED PROCESSED GRAVEL
FABRIC ANGLE 10' UP SLOPE 3" ROLLED 1/2" STONE -
FOR STABILITY AND
SELF CLEANING
POST
I A* OW 1
z = 12" COMPACTED GRAVEL SUBBASE
COMPACTED Q GRAVEL DRIVE SURFACEBACKFILL
NOT TO SCALE
SILT FENCE
NOT TO SCALE
EROSION AND SEDIMENT CONTROL PLAN
1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TQ THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM.
2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3.) ALL TOPSOIL TO BE STOCKPILE 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 CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL REQUIkED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION.
7.) DUST CONS ROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY MEATIVE COVER LAUNG SCHEDULE
MULCHES APPLICATION RATE NOTES SEEDING DATES:
PER 1000 S.F. APRIL 1 - JUNE 15
AUGUST 1 - SEPTEMBER 15
STRAW/HAY 70-90 Ibs. 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
1.21bs NITROGEN / TON 10% PERENNIAL RYE
1 /
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 WIRE MESH
GA AT INLET AND OUTLET
PROVIDE OUTLET
24" FILTER POLYLOK
PL -122
INLET 3 VENT OUTLET
LIQUID LEVEL '
CONTINUOUS HOT b 4" OUTLET
ASPHALT SEAL BAFFLE.\
M
4" SCHED. #40 v
INLET BAFFLE P60' GASa. DEFLECTOR
CROSS SECTION
1250/1500 CALLON
2 COMPARTMENT SEPTIQ TANK
NOT TO SCALE
SELECT FILL MATERIAL
SELECT FILL MATERIAL" AND "SELECT BACKFILL MATERIAL", PLACED WITHIN AND ADJACENT
TO PROPOSED LEACHING AREAS SHALL BE COMPRISED OF CLEAN SAND AND GRAVEL, FREE
FROM ORGANIC (MATTER AND FOREIGN SUBSTANCES. THE FILL MATERIAL SHALL MEET THE
FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER
FOR USE WITHIN THE LEACHING AREA:
1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3".
2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED
ON THE #4 SIEVE (THTS- IS THE GRAVEL PORTION OF THE SAMPLE).
3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE
ANALYSIS STARTED.
4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA:
SIEVE SIZE PERCENT PASSING
4 100%
10 70%-100%
40 10%-50% (SEE NOTE BELOW)
100 0%-20%
200 0%-5%
NOTE: PERCENT PASSING THE #40 SIEVE- CAN BE INCREASED TO NO GREATER THAN 75% IF
THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 107o AND THE #200 SIEVE
DOES NOT EXCEED 5%. THE RESPONSIBILITY FOR THE PREPARATION OF THE LEACHING
AREA UTILIZING "SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER
SHALL TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING
SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED.
TESTHOLE 114 TESTHOLE #12
0"-8" TOPSOIL 0"-12" TOPSOIL
8"-26" SUBSOIL 12"-29" SUBSOIL
26"-90" SANDY TILL 29"-76" SANDY TILL
NO LEDGE NO LEDGE
WATER @ 88" NO WATER
MOTTLING @ 26" MOTTLING @ 29"
0 oxU
TESTHOLE #12
TESTHOLE X15 0"-13" TOPSOIL
0"-10" TOPSOIL 13"-37" SUBSOIL
10"-26" SUBSOIL 37"-84" SANDY TILL
26"-96" SANDY TILL NO LEDGE
NO LEDGE NO WATER
NO WATER MOTTLING @ 37"
MOTTLING @ 26"
n o
TESTHOL 1
a
0"-8" TOPSOIL
o...
cN
8"-26" SUBSOIL
0
26"-95" SAA '1,40 ' 7-8_U E SOIL
s w
Lr.
NO LEDGE
L0
o
N
NO WATER
O7
MOTTLING @ 26"
Ld
z
PERCOLATION RAZE
Q
Y
PER MAP REFERENCE
I Ir I- 111 = .zn
PRESOAK @ 11:25
12:59 7-1 /2„
1:09 14-3/4"
1:19 17-1 '2"
P. 1:29 18 3
1:39 19" : , , J
1:49 20" CRY
10 MINUTE'S / INCH
M 13EFERENCE
SUBDIVISION PLATO, STONY BROOK ACRES, PREPARED FOR WILLIAM M. HRACYK &
ANNE M. DANIEWICZ, SALEM TURNPIKE (RTE #82), CHERRY LANE & NOBLE HILL
ROAD, MONTVILLE:, CONNECTICUT, BY CHANDLER, PALMER & KING DATED APRIL 24,
1997 REVISED TO 08/11/98.
DES( N D ,i'A
PERCOLATION RATE = 10 MINUTES/INCH
4 BEDROOrA RESIDENCE REQUIRES 660 SF OF LEACHING AREA
PROVIDE (}} 1 lo, (48" WIDE) TRENCHES IN SERIES
EFFECTIVE LEACHING AREA = 660 SF
PROVIDE A,1250 GALLON 2 -COMPARTMENT TANK
M.L.S.S. RI;QUIRED = 28 x 2.0 x 1.2 = 67.2
M.L,S.S, PROVIDED = 110'
EPARE ,REA QE PROPOSED SYSTEM AS FOLLQW
1.) REPROVE AND STOCKPILE TOPSOIL.
2.) PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND
COMPACTED TO 95% DENSITY.
3.) EXCAVj\TE 4' WIDE TRENCHES AND PREPARE SURFACE.
4.) FILL TRENCHE'S WITH 1 " WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE
PIPE IN TRENCH, AND FILL TO 2" OVER TOP OF PIPE.
5,) CAP E0S OF PIPES.
6.) PLACE'A 4' 'WIDE S -T -RIP OF NON -WOVEN FILTER FABRIC ON TOP OF THE
ENTIRE LENGTH OF THE SYSTEM), AND BACKFILL WITH NATIVE MATERIAL.
7.) REPLA;E TOPSOIL, SEED & MULCH,
dfOiES
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 SUR't; EYOR LICENSED IN THE STATE OF CONNECTICUT,
4.) LOT AREA = 8.87± ACRES
5.) BENCi1MARK TO BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF
CONSTRU.TION.
6.) ADDITIONAL TEST HOLES ARE TO BE DUG ON THE SOUTH SIDE OF THE SYSTEM
AND IN THE RESERVE AREA PRIOR TO THE START OF CONSTRUCTION.
m +
c
tv i
cb0
aI, Ccao
X
1.J
hLLC
CIL
I
o
co
o
s
0 0a
O E
m
0
Q
u
m
z
4
z Q.
it
0 U
LLI
o
W
cr w
F
0
z
Q
W
Ld cn
w
z
LL LLJ 0 oxU
W
Q
LL 0 W
Z
M z
V)
j
LLJ
Q F- ZwV
U w o m
CLC:)®
o
Ln
0 n o
a
o...
cN
0 0
s w
Lr. I
m
z
4
z Q.
it
0 U
LLI
o
W
cr w
F
0
z
Q
aQLij
o
Ln
M
cr_ a
M
o...
cN I
Iii
z
w
z 1
L0
o
N
QO
O7 Ld
z z
Q
Y
J
LL
Y
O
M
O
W
o o
U O
O
v
Ld
DATE: 07/14/2005
SCALE, 1 " = 50'
SHEET
1 OF 1