HomeMy WebLinkAboutPlanAr3r30nVlkAA*rr_7 I lklITC nV
RTT-LOT34. _L0CHDALE,DlAG/`00253/MD
k-1 - M E'S5/8 16 A, 'AlIRE H
D
21.6NINQ SCHMUL
FIRST FLOOR
nw
APRIL 1 JUNE
SQUARE FEET
SEPTEMBER
SEED MIXTURE,
E.RQSIO NANQ_SEDIMENTCONTROL PLAN E ,DATA
45% KENTUCKY BLUE
PER REFERENCE PLIIAN
l()% PERENI`IAL RYE
CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT iE5THOLE #40TOBELIMITEDTC) AREAS ADJACENT TO THE PROPOSED HOUSE,
DRIVEWA"f', AND SEPTIC SYSTEM, 0"--8" TOPSOIL
2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. 8"-21'4" DARK YELLOWISH—BROWN FINE SANDY LOAM
7 ALL TOPSOIL TO BE ST( DCKPILED ON SITE AND PR(TECTED 24"-83" OLIVE—GREY LOAMY MEDIUM—FINE SAND, COMPACT
WITH HAYBALES OR SILT FENCE.NO LEDGE, WATER 4 24", MOTTLINt-I 0 24"
4. ALL ("UT AND FILL SLOPES ARE NOT TO EXCEED _3 1 SL" PE
5 PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TEceTHOLE, 453
TO'AN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT
M»
9" DARK BROWN TO
ONTROL MEASURES ARE IN PL4(--E SO THAT THE IfASPECTION 26*' YELLOW BROWN FINE: SANDY LOAM WITH SOME GRAVELI—AN OCCUR.2,6"-513" THE DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALLATIOI`,_I GRAY TAN MODERATELY COMPACT FINE SAND AND GRAVEL
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL 53"-74" GRAY TAN SILTY LOAM WITH GRAVEL
MEASURES THROUGHOUT CONSTRUCTION. NO LEDGE, NO WATER, DISTINCT MOTTLING ( 31
DUST CONTROL, 'WILL BE ACCOMPLISHED BY SPRA) T' , WITH
PPLIC-TIC)N OF CALCiUM CHLiCDRIDE, A"ATER, AND IF NECES::ARTHE A TE THQLE 4139
0 "— 12 " TOPSOIL
12"-30" LIGHT BROWN FINE SANDY LOAM
30"-78" GREY—BROWN FIRM MEDIUM—FINE SILTY SAND, TRACE OF GRAVEL, TEMPORARY VEGETATIVE COVER NO LEDGE, WATER 0 42'", MOTTLING (94_ '8
P', ULC H ES APPLICATIk-__)'N RATE HC) TE S TE —TtJQLL 4 140
1 1PER1,000 F 0,"— 12" TOPSOIL
STRAW/HAY lbs FREE FROM WEEDS 12"-36" LIGHT BROWN FINE SANDY LOAM
4ND ("OARSE M/JTER 37REY—BROWN FIRM MEDIUM—FINE SILTY SAND, TRACE OF GRAVEL
N) LED(_3E, WATER C4- 40", MOTTLING 4 _30"
D
21.6NINQ SCHMUL
FIRST FLOOR
SEEDIN6, DATES:
APRIL 1 JUNE
SQUARE FEET
SEPTEMBER
SEED MIXTURE,
KII
45% RED FESCUE
45% KENTUCKY BLUE GRAS(.--,
l()% PERENI`IAL RYE
51 ?.5
FREE ', F COARSE I,,.i.AT-ER
41F DRIED, TREAT ',AITH
12 -Iles- NITROGE1,4 TON
0' 0P SLOPE
POST FJ-) F, _T4BILIT' AND
ELF LEANINi__ C;
T_
COMPACTED
BACKFILL
SILT EENCE
NOT TO SCALE
KNOCKOOT INLET AND
OUTLET OPENINGS
7 +
z
CAST _-'0N(7PETF
CAPACITIES
1250 GAL 61 1148'
1500 GAL El
PROVIDE RtSE WITHIN
4 x 4 1 "12' 6 / 1 2 612' OF FINJSi CRAGE
GA WII AT' INLET ANC LETEMESH' -7 SIRE E
4 PR, OUTLET FILTER
P, y PL- 1242
INLET ENT041 FLET
Ar, QVIV LLVEL—
I ' ' 4 UTLETET-, CONTINUOUS HOT/ pt F - T
BAFFLEE
ASPHALT SEAL
4" SCHEN.
jf4
LULEl SAEF
6c, ,A
DEFLECTN
Q 5ECTION
FILTER FABRI'
4" PERI` ORATED
PIPE --
PERCOLATION REE
INFORMATION PROVIDED PER REFERENCE PLAN
PERCOLATION RATE: PERC #371A = 6,0 MINUTES
ff
INCH
PERCOLATION RATE: PIE -RC #178 = 4.0 MINUTES INCH
N,
LOCHDALE ESTATES, PROPERTY OF BERNARD BARNETT & HAROLD D. BATT
FORSYTH ROAD AND JEFFERY MANC)R DRIVE, MONTVILLE, CONNECTICUT
JANUARY 1992; TOTAL TECHNOLOGY. INC,
DESIGN DALA
PERCOLATION RATE = 6.0 MINUTES/INCH
4 BEDROOM RESIDENCE REQUIRES 661) SF OF LEACHING AREA
PROVIDE 2-116' ('46" 48" WIDE) TRENCHES, CONNECIT ENDS
EFFECTIVE LEACHING AREA — 726 SF
PROVIDE A 1250 GALLON 2—COMPARTMENT TANK
M.L.S.S, REQUIRED = 43 x 1.2 x 2.0 = 115-2
M..L,S.S. PROVIDED = 116
EIELEARE AREA QE PROPOSED SYSTEM AS EQLLQ_LS
1, REMOVE AND STOCKPILE TOPSOIL,
2 PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN
6" LIFTS AND COMPACTED TO 95% DENSITY,
3. EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE,
4, FILL TRENCHES WITH I" 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 LENGTH OF THE SYSTEM), AND BACKFILL WITH
NATIVE MATERIAL,
7 REPLACE TOPSOIL, SEED & MUL-H
NOIES
It TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-21 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 = 1.50± ACRES
1,LE_ __-ET
F L_ V I
C)4, TE ,'Rl P T1 ON
F -F FIRST FLOOR
ELEV
4'
S.F. SQUARE FEET
516 EXISTING CONTOURS-,
KII
NOT TO SCALE
PERCOLATION REE
INFORMATION PROVIDED PER REFERENCE PLAN
PERCOLATION RATE: PERC #371A = 6,0 MINUTES
ff
INCH
PERCOLATION RATE: PIE -RC #178 = 4.0 MINUTES INCH
N,
LOCHDALE ESTATES, PROPERTY OF BERNARD BARNETT & HAROLD D. BATT
FORSYTH ROAD AND JEFFERY MANC)R DRIVE, MONTVILLE, CONNECTICUT
JANUARY 1992; TOTAL TECHNOLOGY. INC,
DESIGN DALA
PERCOLATION RATE = 6.0 MINUTES/INCH
4 BEDROOM RESIDENCE REQUIRES 661) SF OF LEACHING AREA
PROVIDE 2-116' ('46" 48" WIDE) TRENCHES, CONNECIT ENDS
EFFECTIVE LEACHING AREA — 726 SF
PROVIDE A 1250 GALLON 2—COMPARTMENT TANK
M.L.S.S, REQUIRED = 43 x 1.2 x 2.0 = 115-2
M..L,S.S. PROVIDED = 116
EIELEARE AREA QE PROPOSED SYSTEM AS EQLLQ_LS
1, REMOVE AND STOCKPILE TOPSOIL,
2 PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN
6" LIFTS AND COMPACTED TO 95% DENSITY,
3. EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE,
4, FILL TRENCHES WITH I" 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 LENGTH OF THE SYSTEM), AND BACKFILL WITH
NATIVE MATERIAL,
7 REPLACE TOPSOIL, SEED & MUL-H
NOIES
It TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-21 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 = 1.50± ACRES
1,LE_ __-ET
F L_ VI
C)4, TE ,'Rl P T1 ON
F -F FIRST FLOOR
ELEV ELEVATION
S.F. SQUARE FEET
516 EXISTING CONTOURS-,
516 PROPOSED CONTC_)URS
BUILDING SETBACK LINE
TEST HOLE
51 ?.5 INVERT ELEVATION
SEPTIC SYSTEM PLAN
PREPARED FOR
EVELr
v
7D
LOT #34
LOCHDALE DRIVE0I
MONTVILLE, CONNECTICUT
C—HANDLER, P:gin L_vlf_--FR 84 KHN(73
n IMIL
qgWW% Wpm I%Ww Architecture, Engineering on SurveyingRAMW
110 BROADWAY NORWICK 063eO FAX 860-886-7801
I