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WIRE MESH
IF 1/2
LOP
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9415
-LRQ-SION AND ENT ANT
I CLEARING, GRUBBING, AND GRADING OF THE PROPO' ::`ED t
TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED 1 'S E,
DRIVEWAY, AND SEPTIC SYSTEM.
2, DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHE!"i
3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTEl-,
WITH HAYBALES OR SILT FENCE.
4, ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLC;'�E'E)"
5. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF TI -
TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT
CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECIII(_'JN
CAN OCCUR.
6. THE DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALL�jlufl
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL
MEASURES THROUGHOUT CONSTRUCTION.
7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WI1lL
WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM ��_HLORIDE
TEMPORARY VEGETATIVE -L-OVER
MULCHES APPLICATI011 RATE NOTESit
PER 1000 S,F,
STRA'Al./HAY 70-90 lbs. FREE FROM WEED,
AND COARSE MATI,P�
WOOD CHIPS 185-275 lbs. FREE OF COARSE 0ATTER
AIR DRIED, TREAT ��dTH
1 21b NITROGEN TON
SEEDING DATES:
APRIL 1 JUNE 151
AUGUST 1 — — — — — — SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
FILTER
FABRIC
POST --
COMPACTED
BACKFILL —
ANGLE 10' UP SLOPE
FOR STABILITY AND
SELF CLEANING,
CL
Lcz
Uj
"ILl EENCE
NOT TO SCALE
12 BROKEN SONE OR I SIC'REENED
." J';, T', F-' TH
/.—LIFTING HANDLES
,-4" DIA. HOLE
z
fj
12'
TYP, KNOCKOUTS FOR TREN(--H INSTALL�TIC
_ SFR. IF&SOR
A - 12
rq,l, F 1� _)(.ALE
KNOCKOUT INLET
/—OUTLETOPENINGS
RIBS INSIDE
QD
(T -4
CAST CONCRETE COVERS. -J
4x4 12,6/12.6_
GA. WIRE: MESH
I 6x6 6/6 GA
24" rWIRE MESH
INLET
3" VENT
UQUID LEVEL 7
in 00VV„
ONTO"US HOT
ASPHALT SEAL
SCHEEWLE #40
LBAFFLE
: i I
4"J
4" OUTLET 13AFFLE LINED W/ 1/8"
60' GAS DEFLE
00
2"
2"�
IT
Sam
TIA
NCN TO SCALE:
_L(J I S__4_HWUHILL L)YVU/ MU
PROVIDE RISERS TO AITHIN
,_12" OF FINISH CRADE
AT INLET AND OUTLET
-4
PR1
._O',jC)f_ OUTLET FILTER,
POLYLOK, PL -122
3" VENT OUTLET
4
JEST HONE IATA
PER REFERENCE PLAN
TL�THOLE #3
0"-9" TOPSOILIII
FIRST FLCl_R
9"-32" SUBSOIL
E
32"-98" GRAVEL WITH
LARGE ROCKS
NO LEDGE, NO WATER,
NO MOTTLING
TESTHOLE #313
F R 0 F C( NTOUPS
0-8" TOPSOIL
BUILDING SET HACK LINE
Ii
8"-40" SUBSOIL
TEST HOLE
40"-103" GRAVEL WITH
LARGE ROCKS
NO LEDGE, NO WATER,
NO MOTTLING
TESTHOLE #3C
0"-8" TOPSOIL
8"-44" SUBSOIL
44"-100" GRAVEL WITH
LARGE ROCKS
NO LEDGE, NO WATER,
NO MOTTLING
TESTHOLE#3D
0"- 12" TOPSOIL
12"-54" SUBSOIL
54"-90" (-.',RAVEL WITH
LARGE ROCKS
NO LEDGE, NO WATER,
MOTTLING 4 50
PERCOLATION RAT
INFORMATION PROVIDED PER REFERENI'l-,E PLAN
PERCOLATION RATE- 13 3 MINUTES INCH LI
MAP REFERENCE
SUBDIVISION PLAN, 4"ONING DISTRICT R40, PREPARED F( --)R R III
DEVELOPMENT, INC_ FORS`(TH ROAD &' CHAPEL HILL RC)AD, MONT41LLE,
CONNECTICUT, PREPARED BY CHANDLER, PALMER IN(S I 1,/a/+
QE5IGN_QAI6
PERCOLATION RATE = 13.3 MINUTES/`INCH
3 BEDROOM RESIDENCE PE()UIPES 6_75 SF OF' LEACHINt3 AREA
II
PROVIDE (2) 58' RO"AfS 18" FLOW DIFFUSORS
EFFECTIVE LEACHING AREA — 6)94 SF
PROVIDE A 1000 GALLON 2—C-OMPARTMENT TANK'
M.L.S.S. REQUIRED = 20 1 5 x 1.5 = 4
Ml S.S PROVIDED 5-6—
PREPAREAREAOF PROE05EU SYKEM AqiA_5
1, REMOVE AND STOCKPILE TOPSOIL,
2. EXCAVATE 6' WIDE TRENCHES 41`4C, PREPARE SURFACE
1 PLACE GALLERY
RY UNITS IN TRENCH NITH INE)S BUTTED TOGET�AE
TO PROVIDE THE DESIRED LENGTH,
4. RUN PIPE THRU INLET END PLATE (PIPE DOES N( -),t EXTEND EN
SYSTEM' BA ,
LENGTH OF S'6TEM' AND B " �_'KFILL W17H 1 BP(Di<
PLACE FILTEF FABRIC— Ot'l T(_-jP ;-,,:EP EtIlIPE :.SrSTEk,!,
6 REPLACE TOPSCAL, SEE0 MULCH
NOIL
iA
PL'I'J �_'jMIDLII -s WITH T-2, MAPPIN�31
TOPC)GRAPHIC INFORMATION T'_j 1'�
STANDARDS.
-.'E
B � C _44 VAP
BASE )R LEVELS., SUBUl"y"IS11-
3, PROPOSED HOUSE ANC, SEPTIC SfSTE?vl TO BE S,144,.Ef) IN THE FIELD B�
A LAND SURVEYOR LICENSED ll,I THE STATE OF C 0- N N E C T I C ',.j T.
4. LOT AREA =: 1.010± ACRES
N
jj_Q E D
FF
FIRST FLCl_R
ELE�
E
F,
S(�_',UARE FLEA
56(-)
I S T I I,�
E C C, H T IRS
560
F R 0 F C( NTOUPS
BUILDING SET HACK LINE
Ii
L;id
TEST HOLE
55
INVERT ELE'V/ATION
illi
—7
SEPTIC SYSTEM PLAN
PREPARED FOR
1 LN, T
LOT #3
504 CHAPEL HILL ROAD
MONTVILLE, CONNECTICUT
W0W 00 K *4 A., t-4 0 L. E R P A L, M E',ok "ac r-4 G
***low 110 Aw
Architecture, Engineer ng and Survell 169
110 BROADWAY NORVACK 06M 8W--W-,LV7 FAX OW --M-7801