HomeMy WebLinkAboutPlan4P.
LOT 30
m
LOT 28
L06-11DALL' DPIVt,'
F R0 P30S ED
GATIONWEi_i
EXISTING
15" RCP CATCH BASIN
510
MONUMENT
FOUND)
S16
2X2 5/8 16 GA. WIRE MESH
1 1/2"
T
T_
2"
L3QXNDMI) Q —
NOT TO SCAtJ
TOPSOIL
SUITABLE FILL
FILTER FABRIC
4" PERFORATED
PIPE
chiC3
1" STONE4:k&
4
TR bjQH
CROSS SEC'ETN,
NOT TO SCAL,l
FILTER
FABRIC
POST
Moak.
COMPACTE XBACKFILL
I
4„
Icc) 2 "
ANGLE 10* UP SLOPE
FOR STABILITY AND
9-F1.
o
SILT FENCE
NOT TO SCALE
L N_Q
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.
S.) 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 MEIAIff. C kLqr ING SQJEWLE
MULCHES APPLICATION RATE NOTES 5ELQING 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 459 RED FESCUE
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS
12lbs NITROGEN / TON 10% PERENNIAL RYE
TESTHOLE DATi
PER MAP REFERENCE
TE THOLE #3_2
0"-7" TOPSOIL
7"-32" DARK YELLOWISH— OWN FINE SANDY LOAM
32"-96" OLIVKE—GREY LCA. MEDIUM SAND & GRAVEL, VERY COMPACT
NO LEDGE, NO WATER, MO ING 0 32"
TE THOLE #5L3
0"-6" DARK BROWN TOPS
6»-34" ORANGE YELLOW B WN SANDY LOAM WITH GRAVEL
34"-85" TAN MODERATELY MPACT COBBLY SAND AND GRAVEL
NO LEDGE, NO WATER, MCII ING 0 31"
TESTHOLL_1"
0"-12" TOPSOIL
12"-28" LIGHT BROWN FIN SANDY LOAM, SOME BOULDERS
28"-44" GREY—BROWN ME M—FINE SAND
44"-76" GREY—BROWN FIR MEDIUM—FINE SILTY SAND, TRACE OF GRAVEL
NO LEDGE, NO WATER, MCj NG 0 30
JESTHOLL_-L&2
0"-12" TOPSOIL
12"-28" LIGHT BROWN FINE DY LOAM
28"-94" GREY—BROWN ME # —FINE SILTY SAND, TRACE OF GRAVEL
NO LEDGE, WATER 0 76", NG 0 28"
TESTHOLE _1"
0"-10" TOPSOIL
10"-30" LIGHT BROWN FINE NDY LOAM
30"-96" GREY—BROWN FILM MEDIUM—FINE SILTY SAND, TRACE OF GRAVEL
NO LEDGE, NO WATER, MC NG 0 34"
PERCOLATION RATE
PER MAP REFERENC$_:-
PERC #34A = 6.7 MINUTES INCH
PERC #37 = 16 MINUT INCH
MAP REFERLNQ
SUBDIVISION PLAN, LOCHWE ESTATES, PROPERTY OF BERNARD BARNETT & HAROLD
D. BATT, FORSYTH ROAD #4D JEFFREY MANOR DRIVE, MONTVILLE, CONNECTICUT, BY
TOTAL TECHNOLOGY, JANUARY 1992,
4
DESIGN DATA
PERCOLATION RATE — 6.11MINUTES/INCH
4 BEDROOM RESIDENCE JfQUIRES 660 Sr— OF LEACHING AREA
PROVIDE (2) —110' (48"' VIDE) TRENCHES, CONNECT ENDS
EFFECTIVE LEACHING AREA = 690 SF
PROVIDE A 1250 GALLON 2—COMPARTUENT TANK
M.L.S.S. REQUIRED = 2,0 x 1.2 x 42 = 100.8
M.L.S.S. PROVIDED = 1 10'
PREPARE AREA OE
n ' 1.) REMOVE AND STOCKIAE TOPSOIL.
2.) PLACE BANK RUN VEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND
COMPACTED TO 95% DEJITY.
LACHES3.) EXCAVATE 4' WIDE NCHES AND PREPARE SURFACE.
WIT4.) FILL TRENCHES WIT 1" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE
PIPE IN TRENCH, AND L TO 2" OVER TOP OF PIPE.
CAST CONCRFTF COVERS 5.) CAP ENDS OF PIPE
6.) PLACE A 4' WIDE S IP OF NON—WOVEN FILTER FABRIC ON TOP OF THE ENTIRE
E Lm LENGTH OF THE SYSTEh4, AND BACKFILL WITH NATIVE MATERIAL.
7.) REPLACE TOPSOIL, SED & MULCH.
CAPACITIES A B c
1250 CAL 61" 51" 48" NO
1500 GAL 69" 59" 56"
PROVIDE RISERS TO WITHIN
1.) TOPOGRAPHIC INF04AT`ION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STANDARDS.
12" OFFINISHED GRADE
AT INAND OUTLET 2.) BASE FOR LEVELS: UBDIVISION MAP.
4 x 4 12.6/12.6 6x6 6/6 GA. 3.) PROPOSED HOUSE D SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND
GA. WIRE MESH WIRE MESH PROVIDE SURVEYOR LICENSED I THE STATE OF CONNECTICUT.
OUTLET `
FILTER 4.) LOT AREA = 2.37 ACRES
POLYLOK 5.) BENCHMARK TO B SET AT TIME OF CONSTRUCTION.
p N i 4 PL -122
No
sew
2 COIMP6B 19LN-i
5EPTIQ TANK
NOT TO SCALE
LEGEN
FF
KNOCKOUT INLET AND
OUTLET OPENINGS
ELEV iEVATION
S.F. UARE FEETfISTING512CONTOURS
512 fROPOSED CONTOURS
t
PUILDING SETBACK LINE
CLQ
ST HOLE
515.2 VERT ELEVATION
0
00
0 LAJ CL a "j 00
V) < a_
E
u <
Q LAI
w—j
a
00
L N_Q
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.
S.) 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 MEIAIff. C kLqr ING SQJEWLE
MULCHES APPLICATION RATE NOTES 5ELQING 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 459 RED FESCUE
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS
12lbs NITROGEN / TON 10% PERENNIAL RYE
TESTHOLE DATi
PER MAP REFERENCE
TE THOLE #3_2
0"-7" TOPSOIL
7"-32" DARK YELLOWISH— OWN FINE SANDY LOAM
32"-96" OLIVKE—GREY LCA. MEDIUM SAND & GRAVEL, VERY COMPACT
NO LEDGE, NO WATER, MO ING 0 32"
TE THOLE #5L3
0"-6" DARK BROWN TOPS
6»-34" ORANGE YELLOW B WN SANDY LOAM WITH GRAVEL
34"-85" TAN MODERATELY MPACT COBBLY SAND AND GRAVEL
NO LEDGE, NO WATER, MCII ING 0 31"
TESTHOLL_1"
0"-12" TOPSOIL
12"-28" LIGHT BROWN FIN SANDY LOAM, SOME BOULDERS
28"-44" GREY—BROWN ME M—FINE SAND
44"-76" GREY—BROWN FIR MEDIUM—FINE SILTY SAND, TRACE OF GRAVEL
NO LEDGE, NO WATER, MCj NG 0 30
JESTHOLL_-L&2
0"-12" TOPSOIL
12"-28" LIGHT BROWN FINE DY LOAM
28"-94" GREY—BROWN ME # —FINE SILTY SAND, TRACE OF GRAVEL
NO LEDGE, WATER 0 76", NG 0 28"
TESTHOLE _1"
0"-10" TOPSOIL
10"-30" LIGHT BROWN FINE NDY LOAM
30"-96" GREY—BROWN FILM MEDIUM—FINE SILTY SAND, TRACE OF GRAVEL
NO LEDGE, NO WATER, MC NG 0 34"
PERCOLATION RATE
PER MAP REFERENC$_:-
PERC #34A = 6.7 MINUTES INCH
PERC #37 = 16 MINUT INCH
MAP REFERLNQ
SUBDIVISION PLAN, LOCHWE ESTATES, PROPERTY OF BERNARD BARNETT & HAROLD
D. BATT, FORSYTH ROAD #4D JEFFREY MANOR DRIVE, MONTVILLE, CONNECTICUT, BY
TOTAL TECHNOLOGY, JANUARY 1992,
4
DESIGN DATA
PERCOLATION RATE — 6.11MINUTES/INCH
4 BEDROOM RESIDENCE JfQUIRES 660 Sr— OF LEACHING AREA
PROVIDE (2) —110' (48"' VIDE) TRENCHES, CONNECT ENDS
EFFECTIVE LEACHING AREA = 690 SF
PROVIDE A 1250 GALLON 2—COMPARTUENT TANK
M.L.S.S. REQUIRED = 2,0 x 1.2 x 42 = 100.8
M.L.S.S. PROVIDED = 1 10'
PREPARE AREA OE
n ' 1.) REMOVE AND STOCKIAE TOPSOIL.
2.) PLACE BANK RUN VEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND
COMPACTED TO 95% DEJITY.
LACHES3.) EXCAVATE 4' WIDE NCHES AND PREPARE SURFACE.
WIT4.) FILL TRENCHES WIT 1" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE
PIPE IN TRENCH, AND L TO 2" OVER TOP OF PIPE.
CAST CONCRFTF COVERS 5.) CAP ENDS OF PIPE
6.) PLACE A 4' WIDE S IP OF NON—WOVEN FILTER FABRIC ON TOP OF THE ENTIRE
E Lm LENGTH OF THE SYSTEh4, AND BACKFILL WITH NATIVE MATERIAL.
7.) REPLACE TOPSOIL, SED & MULCH.
CAPACITIES A B c
1250 CAL 61" 51" 48" NO
1500 GAL 69" 59" 56"
PROVIDE RISERS TO WITHIN
1.) TOPOGRAPHIC INF04AT`ION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STANDARDS.
12" OFFINISHED GRADE
AT INAND OUTLET 2.) BASE FOR LEVELS: UBDIVISION MAP.
4 x 4 12.6/12.6 6x6 6/6 GA. 3.) PROPOSED HOUSE D SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND
GA. WIRE MESH WIRE MESH PROVIDE SURVEYOR LICENSED I THE STATE OF CONNECTICUT.
OUTLET `
FILTER 4.) LOT AREA = 2.37 ACRES
POLYLOK 5.) BENCHMARK TO B SET AT TIME OF CONSTRUCTION.
p N i 4 PL -122
No
sew
2 COIMP6B 19LN-i
5EPTIQ TANK
NOT TO SCALE
LEGEN
FF ST FLOOR
ELEV iEVATION
S.F. UARE FEETfISTING512 CONTOURS
512 fROPOSED CONTOURS
t
PUILDING SETBACK LINE
CLQ
ST HOLE
515.2 VERT ELEVATION
20 10 0 20
SEEN
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DATE. 09/07/2001
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