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SUITABLE FILL
EROSION AND SEDIMENT CONTROL PLAN TEST HOLEA
1 CLEAR|NC, GRUBB|NG, AND GRADING OF THE PROPOSED. LDT '` PER REFERENCE P|'1/
TEST HOLE #30
DR|VEWAY, AND SEPTIC SYSTEM,
TREAT
1()oSUITABLEFILL
EROSION AND SEDIMENT CONTROL PLAN TEST HOLEA
1 CLEAR|NC, GRUBB|NG, AND GRADING OF THE PROPOSED. LDT '` PER REFERENCE P|'1/
TO BE LIMITED TD AREAS ADJACENT TO THE PROPOSED HDUS[, TEST HOLE #30 O^-12" TOPSOIL, 12"-25" DARK YELLOWISH- BROWN FINEDR|VEWAY, AND SEPTIC SYSTEM, SANDY LOAM, 25°-96^ OLIVE -GREY MEDIUM -COARSE LOAMY2. DISTURBED AREAS TO BE LOAMEO, SEEDED, AND MULCHED. S:AND. COMPACT, NO LEDGE WATER 25^ MOTTLING @24^ 3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED
WITH HAYBALES D SILT FENCE. TEST HOLE 77 O-5^ RK BROWN TOPSOIL., 5"--35" ORANGE BROWN SANDY
4. ALL CUT AND RLL SLOPES ARE NOT TO EXCEED 3:1 SLOPES, LOAM WITH GRAVEL COBBLES' 35"-82^ TAN MODERATELY
5' PRIOR TO SITE D|STURBANCE, THE REPRESENTATIVE OF THE COMPACTFINE SAND WITH SOME GRAVEL &_ LARGE RDCKS,
TOWN OF WDNTV|LLE SHALL BE NOTIFIED WHEN SEDIMENT IRON OXIDE STAINING @ 34". MOTTLING @ 39^^ NO LEDGE
CONTROL MEASURES ARE IN PLACE SD THAT THE INSPECTION UO WATER
CAN OCCUR,
6. THE DEVELOPER WILL BE RESPONSIBLE FOR T'E INSTALLATION TEST HOLE #79: 0-5" DARK BROWN TOPSOIL, 5''-35^ ORANGE BROWN FINE
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL SANDY LOAM WITH SOME GRAVEL, 35^-87^ TAN MODERATELY
MEASURES THROUGHOUT CONSTRUCTION, COk4pACT FINE SANDY LOAM WITH SOME SILT 8c GRAVEL &
7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH COBBLES, MOTTLING @ 31", NO LEDGE` NO WATER
WATER. AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE,
TFST }|OLF #208 l2" TOPSOIL, 12"-728" LIGHT BROWN F|N[ SANDY |(-)4M
GREY -BROWN MEDIUM FINE SAND, SOME GRAVEL
ND LEDGE, WATER 0 31", MOTTLING @ 24^
TEMPORARY VEGETATIVE COVER TEST HOLE #209, 0-12^ TOPSOIL, 12"-30" LIGHT BROWN FINE SANDY LOAM
APPLICATION RATE
0"-72" GREY -BROWN MEDIUM FINE SAND, SOME GRAV[L
MULCHES PER lODO S.F. NOTES NOLEDGE, WATER (9J4^. MOTTLING (9 29"
7O QO |b. FREE FROM WEEDS
TEST HOLE #21& O 10" TOPSOIL, 10"-30^ LIGHT BROWN FINE S4NDY LOAM5TRA/HAY 0^-70^ GREY -BROWN MEDIUM FINE SANO, SOME GRAVELANDCOARSEMATTERUOLEDGE, WATER @ JO", MOTTLING @ 24"
WOOD CHIPS 185-275 |bo' FREE OF COARSE MATTER
IDu/ IJuu vv
4^ PVC ELBOW
2X2 5/O 16 GA, WIRE MESH
1 1/2 "_7
CD P0
00
NOTTO SCALE
1%,
FILTER FABRIC -
4^ PERFORATED
P|PE---------
l^ STONE -
K U U. |K A| YY||M
12|bs NITROGEN / TON
PLANTING SCHEDULE
SEEDING DATES:
APRIL l ------- JUNE 15
AUGUST 1 ------ SEPTEMBER 15
SEED M|XTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
FILTER
FABRIC
AHGLE 10' UP SLOPE
vS. FOR STABILITY AND
SELF CLEANING
CONPACTED
BACKFILL
SILT FENCE
NOT TO SCALE
KNOCKOUT INLET ATID
OUTLET OPENINGS
RIBS INSIDE
CASl
oowonErs CovERS-'
PLAH
4 126/i w|nE wES-
i4" SCHEDULE #4 1'
INLET
LIQUID LEVEL---'
U-) CONTINUOUS HOT If
CIO ASPHALT SEAL —
LET
H2T
LE #40
INLET BAFFLE of
3.
CROSS, SECTION
1000, GALLON
SEPTIC, TANK
NOTTO SCALE
TOPSOIL
1()oSUITABLEFILL
CROSS 5ECTION`
NOT TO SCALE
PERCOLATION RATE
INFORMATION PRC,v0ED PER REFERENCE PLAN
PERCOLATION R4J|. PERC #27A = lO.O MIN/INCH
PERCOLATION RAT[ PERC #30 = 267 MIN/INC
MAP REFERENCI_
LDCHOALE ESTATE'.' PROPERTY OF BERNARD BARNETT 8c HAROLD D. BATT
F0RSYTH ROAD Al|b JEFFERY MANOR DR|VE, MDNTV|LLE' CONNECTICUT
JANUARY 1992' T''TAL TECHNOLOGY, INC,
DESIGN DATA
PERCOLATION RAT! = l0.1-20 MIN,/INCH
3 BEDROOM RES'U'LNCE REQUIRES 660 SF OF LEACHING AREA
PROVIDE 2 - 11'/' TRENCHES
EFFECTIVE LEACHU| AREA - 220 x 3 = 660 SF
USE A 1000 GAL, /`2 -COMPARTMENT TANK.,
M.LS.S. REQUIRE[) = 34 x 1.5 x 1.5 = 76.5'
MLS.S. PROVIDE) = 110'
PREPARE AREA OF PROPOSED SYSTEM AS FO . LLOWS
1 REMOVE AND .K]CKP|LE TOPSOIL`
2. PLACE BANK |'UN G5S THAN 5% F|NES\ PLACED IN6' LIFTS AND COk4P4CTED TO 95% DENSITY.
3. EXCAVATE 4 .'11DE TRENCHES AND PREPARE SURFACE.
4. FILL TRENCHF'' WITH 1^ WASHED STONE TDE|GHT OF PIPE INVERTS
PPLACEPIPE |/| TRENCH. AND FILL TO 2" OV[R TOOF PIPE,
5CAP ENDS O/ PIPES.
6`.PLACE A 4' Y|IUE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OFTHEENTIRELENOTHOFTHESYSTEk4\, AWD BACKFILL WITH
NATIVE K4ATER|4L `
7. REPLACE TOP Y|L. SEE. & k4ULCH.
DATE DESCRIPTIO11\1
DATE- Cl/ 1112000
SHEET I CF 1
NOTES .
TOPOGRAPHIC U/FDRMAJ|ON ON THIS PLAN COMPLIES YV|TH T-2 MAPPING
STANDARDS,
2. BASE FOR LEVi|'S: SUBDIVISION MAP.
3 PROPOSED HDI,. --,E AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY
A LAND SURVL'OR LICENSED IN THE STATE OFCONNECT|CUT,
4. LOT AREA = l 12± ACRES
5. AFTER THE FlL| IS PLACED AND COMPACTED, IT MUST BE PERC TESTEDPRIORTD |N37 LLAT|ON OF THE SYSTEM.
GEKj[)
FF FIRST FLOOR
ELEV ELEVATION
S. F. SQUARE FEET
514EXISTING CONTOURS
PROPOSED CONTOURS
B BUILDING SETBACK LINE
TEST HOLE
11J0 INVERT ELEVATION
SEPTIC SYSTEM PLAN
PREPARED FOR
DEVELOPMENT, INC9
LOT #25 |OCAOA|E ESTATES
klCADA| E [}RK/E
CONNECTICUT
M AW CHANDLER, PALMER cSu KINGitamokNAw
Architecture, Engineering and Surveying
m/ /`o BROADWAYwon*CH, cr omaW 8no-889-3397 FAX moo-mon-renv