HomeMy WebLinkAboutSite PlanEROSION AND SEDIMENT CONTROL PLAN
TEST HOLE DATA
FF
FIRST FLOOR
'---
ELEVATION
PER REFERENCE PLAN
SQUARE FEET
----5]D
EX|�T|NG CONTOURS
1. CLEAR|NG, GRUBB|NG, AND GRADING OF THE PROPOSED LDT
PROPOSED CONTOURS
B
�
BUILDING SETBACK LINE
TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE,
|NYERT ELEV�T|CN
PROPO�EDSPOT ELEVATi�N
� DRIVEWAY, AND SEPTIC SYSTEM. '
Co- 12" TOPSOIL
2. DISTURBED AREAS TO BE LQAWED, SEEDED, AND MULCFED.
12~-42" SUBSOIL
3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND pRDTECTED
42^-92^ GREY SANDY
TILL
TIGHTLY
COMPACTED
WITH HAYBALES DR SILT FENCE.
NO LEDGE' WATER (�9)
85",
MOTTLING
@ 40^
' 4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES,
5. PRIOR TO SITE O/STURBANC[, THE REPRESENTATIVE OF THE
TOWN OF MDNTV|LLE SHALL BE NOTIFIED WHEN SEDUNENT
���
' CONTROL MEASURES ARE IN PLACE SD THAT THE INSPECTION
�°'�u'�
CAN OCCUR.
-
� �G SUBSOIL
. FOR, THE {NSTALLAT|ON
6THE DEVELOPER WILL BE RESPONSIBLE
36~-95^ GREY3ANOY
TILL
TIGHTLY
COMPACTED'
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL
NO LEDGE, WATER 4
75^'
MOTTLING
@ 30^
MEASURES THROUGHOUT CONSTRUCTION.
' 7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH
` WATER. AND IF NECESSARY THE APPLICATION OF CALC|UW CHLORIDE.
0^-8^ TOPSOIL
.
8^-4O~ SUBSOIL
,
40^-92^ GREY -SANDY
TILL
TIGHTLY
COMPACTED
TEMPORARY VEGETATIVE __�aQVER
NO LEDGE. WATER (58O"
MOTTLING OTTL|NG
@ 32^
r -
IESTHOLE #11
MULCHES APPL|CAT|ON PATE NOTES
.-l2 . TOPSOIL
O,
PER 1000 S,F,
,
)2-4� SUBSOIL
STRAW/HAY 70-90 lbs. FREE FRO[,' %EEOS
48"--1100" GREY SANDY TILL TIGHTLY
COMPACTED
AND COAR�E ��TTER
N�l LEDGE' WATER 69
70".
MOTTLING
@ 38" �
VYDDO CHIPS 185-275 lbs. FREE OF CO�RS[ �vlATTER
/�R DRIED, T�E�� \Y{TH
12|bs N|TRDGEN / TON
PLANTING SCHEDULE
SEEDING DATES:
APRIL 1 ------- JUNE 15
AUGUST l ------ 'EEPTEMBER '5
SEED MIXTURE:
45% REO FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
FILTER
FABRIC ANGLE ',,J'
Up SLOPE
ruS/ FOR STABILITY AND
SELF CLEANING
COMPACTED// �4�
` ~_
BACKFILL
S8��27 13 vv
13.35 SILT FENCE
NOT 0 SCALE
�. �.
'/~ | Kmucnuu/ /mLu AND
OUTLET OPENINGS
FILTER FAB[
BANKRL
GRAVEL
CAST /
CONCRETE covEnS—'
_____
* x 4 126/126 oAWIRE MESH
OUTLET
LIQUID LEVE
4 4" OUTLET
ul CONTINUOUS HOT BAFFLE
03 ASPHALT SEAL LINED WITH
INLET BAFFLE 1,0 GAS
DEFLECTOR
CROSS SECTION
SEPTIC JANE
NOT TO SCALE
FR E VISS 10 N S
DATE DESCRIPTION
SHEET ' OF I
PERCOLATION RATE
INFORMATION PROVIDED PER REFERENCE PLAN
PERCOLATION RATE: 20 MIN. / INCH
MAP REFERENCE
SUBO|NS|ON PLAN ZONING DISTRICT R40' PREPARED FOR RTT DEVELDP�[MT.
'INC., R]RSYTH RDAD 8c CHAPEL HILL ROAD, MONTNLLE, CONNECTICUT
11/8/93. CHANDLER. PALMER & KING
DESIGN DATA
PERCOLATION RATE = 20 M|NJ|NCH
3 BEDROOM RES|DENCE REQUIRES '3755 SF OF LEACH|NGBEDROOM
PROVIDE 30-16" INFILTRATOR SECTIONS
EFFECTVE LEACHING AREA - 187.5 LF x 3.8 SF/LF = 7125 SF
PROVIDE 1000 GAL 2 -COMPARTMENT TANK
k4.L.5.S. REQUIRED = 26 x 1.5 x 1.5 = 58.5'
k1LS.S. PROVIDED = 93.75'
1. REMOVE AND STOCKPILE TOPSOIL.
2. PLACE BANK RUN GRAVEL SS THAN 5% FINES) PLACED 11111
6~ LIFTS AWO COMPACTED TO 85% DENSITY.
�EXCAVATE ]' VV|OE TRENCHES AND PREPARE INFILTRATIVE SURFACE
4, SCREW THE END PLATES IN PLACE. RUB DISTRIBUTION PIPE THROU�H
|NLET OPENING IN END PLATE BUT NOT BEYO�]O SPLASH PLATE.
5. �DNNECT INFILTRATOR UNITS TD�ETHER. FULLY ENGAGING INTERL(_DCKS
TO FORM DESIRED LENGTH.
5. WRAP SYSTEM WITH FILTER FABRIC.
7. FILL SIDE WALL AREAS. PLACE BACKF|LL TO A M|N{k4U� OF 12^' �F
C�VE� �FTER COMPACTION.
l�V
STANDARDS.
2 B4SE '7 -OR LEVEL': SUBDIVISIONk4AP,
3. PR8PC)SED HOUSE AND SEPTIC SYSTEM TO BE -1).KE� iNTHE F|EL'- �Y
A LAND SURVEYOR L|CEN�ED IN THE STATE OF C(_DNNECT|CUT,
4. U]T AR -r_4 = O94�� ACRES
LEGEN
FF
FIRST FLOOR
ELEV
ELEVATION
S, F,
SQUARE FEET
----5]D
EX|�T|NG CONTOURS
~----530----~
PROPOSED CONTOURS
B
�
BUILDING SETBACK LINE
TEST HOLE
|NYERT ELEV�T|CN
PROPO�EDSPOT ELEVATi�N
SEPTIC
i . SYSTEM PLAN
PREPARED FOR
RTT DEVELOPMENT, INC.
7
|�7~��1
^-~' /T''
�FORS\/TA R(lAFl
M[)NT\/ILLE, CONNECTICUT
'----
HIGH CAEACI
INFILIRME
CHANDLER, PALMER So -9L Aamww
NOT TO SCALE
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Arch*s�teoture. g.noe�no and Surveying
m� �vo anu�x�x won*mm nr nnomz mom-eeo-oUn FAX 880-818-78, 11
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