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RUBBING', AND :ADI T OpCLEARIt, G, N j, OF +4E--lf`R,,-l, 05E0T, -,LOT PER 1-IE PLAN
TO BE LIMITED TC) AREAS ADJACENT 1T0 THE PIROPOSE-otjsfl
DRIVEWAY':SEPTIC SYSTEM. lESTSJL 7
2. DISTURBE"D 4,PEAS SEEED,, 14ND Mid. &DOA, Ci" -8*' DARK BROWN TOPSOIL3. ALL TOPSOIL TFC BE STOCKPILED ON SITE AND P'RoTECTEp 8" WITH HAYBALE` -28" ORANGE BROWN FINE SANDY LOAM W/ SOME GRAVEL0RSILTFENCE. 28"--82" TAN GRAY FINE SANDY LOAM ELWITHSOMESILT & GRAVE4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3,1 SU PES.
5 PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE NO LEDGE, WATER 072", MOTTLING 0 29"
TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT
CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECITION 1"11 -OLE- jj7
CAN OCCUR. I 0",- 10" TOPSOIL
6. THE DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALLATION 10"-30" LIGHT BROWN FINE SANDY LOAM
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL 30"-74" GREY -BROWN MEDIUM -FINE SILTY SAND, TRACE OF GRAVEL
MEASURES THROUGHOUT CONSTRUCTION. Na LEDGE, WATER 0 40", MOTTLING 0 24"
7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH
WATER, AND IF NECESSARY THE APPLICATION OF CALCIUhCHLORIDE TEST HOSE #198
0"-1 " TOPSOIL
10"-30" LIGHT BROWN FINE SANDY LOAM
TEMPQEARY YEC. 30"-78" GREY -BROWN MEDIUM -FINE SILTY SAND, TRACE OF GRAVELZQQYE
NO LEDGE, WATER 0 44", MOTTLING 0 24"
APPLICATION RATE
MULCHES PER 1000 S.F. NOTES TEST HQLL # 199
0"-12" TOPSOIL
STRAW/HAY 70-90 lbs. FREE FROM WEEDS 12"-30" LIGHT BROWN FINE SANDY LOAM
AND COARSE MATTER 30*' -72" GREY -GROWN MEDIUM -FINE SILTY SAND, TRACE OF' GRAVEL
WOOD CHIPS 185-275 lbs. FREE OF COARSE MTTER
NO LEDGE, WATER 0 32", MOTTLING 0 26>"
AIR DRIED, TREAT WITH PER UNCAS HEALTH DISTRICT 03/28/200012lbsNITROGENION
TEST HOLE JA TEST HOLE *Q
0"-10" TOPSOIL - 0"9 TOPSOIL
SEEDING DATA 10"-35" SUBSOIL 9"-26" SUBSOIL
APRIL 1 - - - - - - - JUNE 15 35"
l-77" WATER 26"--75" WATER
AUGUST 1 - - - - - - SEPTEMBER 15
SEED MIXTURE: TEST HOLE #6 TEST HOLE #Q
45% RED FESCUE 0"- 11 " TOPSOIL 0"-9" TOPSOIL
low
45% KENTUCKY BLUE GRASS 11"-34" SUBSOIL 9"-32" SUBSOIL
10% PERENNIAL RYE 34"-76" WATER 32"-74" WATER
NF
PERCOLADQU BEE
9* INFORMATION PROVIDED PER REFERENCE PLAN
FILTER PERCOLATION RATE: PERC #16A = 13,3 MIN /INCH
PERCOLATION RATE: PERC #26B- = 10.0 MIN/INCHFABRIC
PERCOLATION RATE. PERC # I (UNCAS HEALTH DISTRICT) 13.3 MIN/INCHANGLE10' UP OPE
R=60.00 POST FOR STABILITY D
L =59*4723"• SELF CLEANING
50* L=62.61'
JMAP RLEERENG
COMPACTED LOCHDALE ESTATES, PROPERTY OF BERNARD BARNETT HAROLD D. BATToj
C_114
BACKFILL TH ROAD AND JEFFERY MANOR DRIVE, MONTVILLE, CONNECTICUT1250FORSY
THSSEPTIC JANUARY-, 1992, TOTAL TECHNOLOGY, INC. 198
THSNZ7197SILTFENCE
Y NOT TO SCALE1
4 PERC.,DESIGN DATA
R 630. 0026A IESJDENCEj PERCOLATION RATE 10, 1-20 MINJINCHFFFil_F'V' 516.0 41*2435"
AREAPEC4BEDROOMRESIDENCEREQUIRES900SFOFLEACHINGR
26B PROVIDE 40 - 16" HIGH CAPACITY INFILTRATOR SECTIONS
E CTIVE LEACHING AREA 250 LF x 3,8 SF/ LF 950 -'-FFFEC
9.5
V PROVIDE 1250GAC 2 -COMPARTMENT TANKEXISTINGii
Tf M.L.S.S. REQUIRED 34 x 2.0 x 1. 5 102' CATCH BASIN7
0 TT- M.L..S,S, PROVIDED 123' v6M__ 01.1 0_ _:CKOUT INLET ANCOpp~ INV 5"! TH# OPENINGS7, OUTLET
rtfvviut OZ. 14 rvkl
SOLID P.IPE, NO STONE
1AARK0
4
iN TREE
LLA_v508.76
10
77
DRAY S08'14'07" I)VEW
33.92
39 0
S81"45'53"W
PROVIDE IN' N,
1lNrE_RT IN
PROMPF-, 140" e Pvc
M.AND WELAIN
AiALOT
2 5 SCHEDU,! GASK
DIVISION PLAN OINTS .
V
4.0
PRoviu INA', i" SEAL
AT INLIE.-T & (L),
FIRST FLOOR
ELEV ELEVATION
S.F, SQUARE FEET
FILTER FAB!
BANKRI
GRAVEL
EXIS)TING CONTOURS 3" 3"_1
ED CONTOURSPROPOSS, 2'- 1
BUILDING SETBACK LINTE r _Y
TEST HOLE
co
PREPARE AREA OF PEJOPOSEL) . 5YSTEM AS ELLOW5
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 TRENC-'HES WITH I" WASHED STONE TO HEIGHT OF PIPE INVERTS
PIA F PIPE I KI TRENCH A FILL TCS e)" n\A7D T,`D OF PIKE
CAST CAP ENDS OF PIPES.
I
11
Z
PLACE A 4' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF
THE ENTIRE LENGTH OF THE SYSTEM AND BACKFILL. WITH NATIVE MATERIAL,
V.
A%
REPLACE TOPSOIL, SEED & MULCH.
cc
L 1
PREPARE AREA OF PEJOPOSEL) . 5YSTEM AS ELLOW5
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 TRENC-'HES WITH I" WASHED STONE TO HEIGHT OF PIPE INVERTS
PIA F PIPE I KI TRENCH A FILL TCS e)" n\A7D T,`D OF PIKE
CAST 5, CAP ENDS OF PIPES.
CONCRETE COVERS PLACE A 4' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF
THE ENTIRE LENGTH OF THE SYSTEM AND BACKFILL. WITH NATIVE MATERIAL,
V.
A%
REPLACE TOPSOIL, SEED & MULCH.
CAPACITIES A 6;4 C
1250 GAL 61 51 " < 48
1500 GAL 69' 56" NQJE
I TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
4 x 4 12.6/12.11, GA, E MESH STANDARDS.
17 1/2* 6 x 6 6 W11- MESH BASE FOR LEVELS: SUBDIVISION MAP,
INL T 3. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BYOUTLETA, LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT,
LIQUID LEVEL
4'* OUTLET-, 4, LOT AREA = 1.21 ± ACRES
CONTINUOUS HOT p 1BAFFLEI
co I ASPHALT SEAL 5. AFTER THE FILL IS PLACED AND COMPACTED, IT MUST BE PERC TESTED
4" SCHED. 4
MAC
U PRIOR TO INSTALLATION OF THE SYSTEM,
I CT
GAS
CTOP 6. PROVIDE ADDITIONAL TEST HOLES PRIOR TO THE START OF CONSTRUCTION,DPU-
REVISIONS
DATDAT E DES( -l- TION
C03/29 /200 ADDITIONAL TESTING
INCAS HEALTH COMMENTS
SEPTIC SYSTEM PLAN
PREPARED FOR
DEVELOPMENT. IfJC. RTT
LOT #24 LOCHDALE ESTATES
LOCHDALE DRIVE
MONTVILLE, CONNECTICUT
CHANOLER. PALME.-R. Az 11
wa
P'r
rchitecture, Engineering and Surveying
110 010ADWAY NORWICH, CT 0"M 8W -AN -3397 FAX 8W-386 --- 7WI