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RTT --LOT5_ FORSYTH
rION 566,53
297
LOT 6
RADIUS=390.04'
DELTA=05'29'26"
62"10 ".57 "IN
2 x 2 5! 8 16 c', A
WIRE MESIH
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7
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Y' 2"
5j&MD D-,EQX
401T TO SCALE
MENT N TQQNIR0
R REFEFENCE PLAN
CLEARING, GRUBBING, AND GRADING OF THE PROPQSEQ LOT
TESItiQLE #5ATOBELIMITEDTOAREASADJACENTTOTHEPROPOSEDHOUSE,
DRIVEWAY, AND SEPTIC SYSTEM 0"— 12" TOPSOIL
L DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. 12 60" SUBSOIL
3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND,PROT'CTED 60"— 112 " GRAVEL WITH LARGE ROCKS
WITH HAYBALES OR SILT FENCE. NO LEDGE, NO WATER, NO MOTTLING
4, ALL CUT AND FILL '-SLOPES ARE NOT TO EXCEED 3; I' SLOPES.
5, PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TESTHQLE #58
TOWN OF MONT'VILLE SHALL BE NOTIFIED WHEN SEDIMENT 0-10" TOPSOIL
CONTROL MEASURES ARE IN PLACE SO THAT THE INI-,,PECTION 10"-34" SUBSOILCANOCCUR.
6. THE DEVELOPER WILL BE RESPONSIBLE FOR THE INSULLATION 34"— 107" GRAVEL WITH LARGE ROCKS
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONT OL NO LEDGE, NO WATER, MOTTLING 4 48"
MEASURES THROUGH(_DUT CONSTRUCTION.
7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH TESTHQLL_j_5L
WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. C#,~-1 " TOPSOIL
10"-48" SUBSOIL
48"— 108" GRAVEL WITH LARGE ROCKS
NO LEDGE, NO WATER, NO MOTTLING
JEMPORARY YEQUATIVE COVER
TESTHOLE #5
MULCHES APPLICATION RATE NOTES C-12" TOPSOIL
PER 1000 S.F. 12"-39" SUBSOIL
STRAW/HAY 7Ci--9(D lbs. FREE FROM WEEDS 39"-100" GRAVEL WITH LARGE ROCKS
AND COARSE M,4TTER:l
NO LEDGE, NO WATER, NO MOTTLING
WOOD CHIPS 1855-2>75 lbs. FREE OF COARSE PATTER
AIR DRIED, TREAT WITH
12lbs NITPOC,FN TON EIRCOLATIOUL
INFORMATION PROVIDED PER REFERENCE PLAN
PLANT PERCOLATION RATE: 7.2 MINUTES INCH
SEEDING DATES
APRIL I — — — — — — — JUNE 1
AUGUST 1 — — — — — — SEPTEMBER 15 M8E R FEELBLE
SEED MIXTURE: SUBDIVISION PLAN, ZONING DISTRICT R4®, PREPARED FOR RTT DEVELOPMENT, 4_5% RED FESCUE
45% KENTUCKY BLUE GRASS INC., FORSYTH ROAD & CHAPEL HILL ROAD, MONTVILLE, CONNECTICUT,
10% PERENNIAL RYE PREPARED BY CHANDLER, PALMER & KING 11/8/98
QESIreN DAA
PERCOLATION RATE 7.2 MINUTES/INCH
3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA
FILTER PROVIDE 2-83' (48" WIDE) TRENCHES WITH ENDS CONNECTEDFABRICEFFECTIVELEACHINGAREA = 528 SF
POST
ANGLE 10* UP SLOPE PROVIDE A 1000 GALLON 2—COMPARTMENT TANK, FOR STABILITY AND M.L,S.S. REQUIRED = 24 x 1.5 x 1,2 = 43.2' SELF CLEANING M,L.S.S. PROVIDED = 83,
COMPACTED
BACKFILL
7 7,
iLd FLUU 1 < REMOVE AND STOCKPILE TOPSOIL.
NOT TO SCALE 2, EXCAVATE 4' WJDE TRENCHES, AND PREPARE SURFACE.
3. FILL TRENCHES WITH I" WASHED STONE TO HEIGHT OF PIPE INVERTS
PLACE PIPE IN TRENCH, AND FILL TO 2" OVER TOP OF PIPE.
4, CAP ENDS OF PIPES,
5, PLACE A 4' WIDE STRIP OF NON—WOVEN FILTER FABRIC ON TOP OF
THE FWTIRV I FNGTI I OF TIIE ICZYSTEMS AND BACKFILLI WITU
NATIVE MATER'IAL,
PLACF_ TOPSOIL, SEEP & MULCH
OUTLET OPENINGS
RIBS INSIDE-
T 1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STANDARDS, 4
2. BASE FOR LEVELS, SUBDIVISION MAP,
I PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY
A LAND SURVEYOR. LICENSED IN THE STATE OF CONNECTICUT.
CAST CONCRETE COVERS- J
4. LOT AREA = 1.13E ACRES
4x4 12,6/12,6
Gk WIRE MESH
24' c=l
PROVIDE RISERS T;- 1KTHIN
12" OF FINISH GR"PE
AT INLET AND OSTI. E1
4
PROVIDE 0j,!,'fLET FILTER
POLYL0 K FU- 122
OUTLET
j
11 IU CONTINUOUS HOT
ASPHALT SEAL '_
4` SCHEDULE #40
INLET 13AFFLE
ui
j4 3
4" OUTLET BAFFLE LINED W/ 1/8" PVCj' I/
gn, illhS rirrll rrTl_D
01
4f2*5 --c5L TON
p p N ANOTTOSCALE
TOPSOIL
SUITABLE FILL
FILTER FABRIC 2
4" PERFORATED
PIPE -
z
ol
STONE
4'
NOT lu ,_ALL
FF
ELEV
F,
50
566
FIRST FLOOR
ELEVATION
SQUARE FEET
EXISTING CONTOURS
PROPOSED CONTOURS
BUILDING SETBACK LINE
TEST HOLE
INVERT ELEVATION
SEPTIC SYSTEM PLAN
PREPARED FOR
R" -f- INC"