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1ON AND S U V1
00
1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO2x25/8 16 GA. AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM. 00
10,
WIRE MESH .
2.) DISTURBED AREA.) TO BE LOANED, SEEDED, AND MULCHED,
0
1 12 ' 3, ALL TOPSOIL TO BE STOCKPILED ON T " ® C A SITE AND PROTECTED WITH HAYBALES OR Z + •
SILT FENCE,
4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3;1 SLOPES,
5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE
SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAN OCCUR. ,00
6.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
d. OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION, 00
7, DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER,AND IFC' ` Y THE ' OXI FARM s--- , _ . ..•, NECESSAR E .APPLICATION OF CALCIUM CHLORIDE,
CID
LOQ 0nagmeh0410 v
1z 4A
G 2 , Rry 4Y MULCHES APPLICATION RATE NOTES ED DATES• .
w.. PER lOtIO S.F.S APRIL 1 JUNE 155 .
1 AUGUST 1 SEPTEMBER 15UEEq4, , 2 0 N . STRAW t-iAY 71a 90 Ibs, FREE FROM WEEi S
I S UNE ?XIY FARM NO TOiAN AND COARSE MASTER •
SILT TSE DMIXTURE;Ln#4413-008WOOD CHIPS 165-275 Ibs. FREE OF COARSE MATTER 45% RED FESCUE I
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS R
121bs NITROGEN / TON 10% PERENNIAL RYE
PROVIDE FOOTING i
s R FILTER
ANGLE 10' UP SLOPE
s .. FABRIC PER MAI REFERENCENTOGIS° ,,.• FOR STABILITY AND
W/3 X3 E P - SELF CLEANING
POSTS
ILDING 0"114 TOPSOIL .
I O . - ° 14u+ SUBSOIL, Ll `' LOWER LAYER FINE SILTY SAND
fi ::. NO LEDGE, WATER 0 32 , NO MOTTLING
f
r -- COMPACTED >,. E,r;,,>
CKFIU. ' 0"-9' TOPSOIL019 —22 ,SUBSOILate'' ~-..
1, ••:`-: 22 + FINE SILTY SAND
NO LEDGE, WATER 0 36-0, NO MOTTLING. LIMIT OF
C"NO NOT TO Si
H #F24
0 —7 TOPSOIL _
p— pLF7"-22" SUBSOIL
SCHED 40 PVC PDE 22"+ FINE SILTY SANDSCMF4PE- NO LEDGE WATER 0 32" NO MOTTLING110LFOF _ 1 1
W11DE _LMMING TREKHES
1 TH
N "' Off\ • p TOPSOIL
s.;\ -' 12"_2" SUBSOIL
1 p-6O — 3 6 N SAND TO GRAVEL
1 I{NOCI4Ol1T INLET AND NO LEDGE, WATER 0 53"1 NO MOTTLING
OUTLET OPENINGS .
j txff.Zl) iJy f76 (: 1. , \ • Oqp/'- y, 'i:a : rah'%t f- ';
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4: /`ii .' t{Y.;'::,';.o<:i. '• '. '`^. vfi4. aJ
V1,
RESERVE
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fii. y T't, X #
r s3. ;:ky :... .. . S .' . << f y ''3y.; t >! 1;. \ " 7 alit? *„ - . j'i
s.,.. ,. 1. t..•;*,3,;3..x. .. 'i,.- .:!';•.. .< -. "'+ fyyJJ PER Ad REFERENCE
5 MINUSES /INCHTHji!•<>.: Y t ii , •. its• '
S ) (. \ f ` 6,_
jJ y(
310.82
i p g4t• M IVatea y, - \ . `. .. _ _ +
s° - , , „ ,. .. T CC?.CFiETE GJY£RS .... ;..< _
F7L I \ _an?` ,4. zLd
SUBDIVi,, 0 LAN ZONING DISTRICT WRP 160 R-80 ANU R 1 Q120PREPAREDFEFORBY1Irfir. • .V'• - I \ \ \
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0FARM, L1.C, FORSYTH ROAD, OLD COLCHESTER ROAD c 09(0®0X0 DAM A : ui 0 aNy. •' '--, RO D, MONTYiLLE, ate;' "' ' r. =1 • ' .::; / - ICONNECTICUT, O BY CHANDLER, PALMER Ss KING NORWICH CONNECTICUT, 1 Ct) NE.,TIGUT, DATE. ' , A405/01/2000, REVISED TO 9/06/00. IBJ
pRomsm *1u
PROVIDE 1 / \
2 \ PROVIDE RISERS TO WITHIN DSIiQ TA c1; 00 0
x 4 1. 2.6%12.6 12" OF FINISHED GRADE 1 °- 1 r t,
4
GA. WlMESH 6 x /6 . AT INLET AND O lii.ET11WIREMES, PERCOLATION RATE = 5 MINUTES/INCH
4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREAqi " R IDE OUTLET FILTER i0, 1 O qL OK P try PROVIDE TWO (2) 110 LONG ROWS OF 4 WIDE LEACHINGF7. I Ls1a bull 1."' 14L p1c TRENCHES (12 DEEP) — CONNECT ENDS
f INLET EFFECTIVE LEACHING AREA = 690 SFIrrrPROVIDEA1250GALLON2—COMPARTMENTLIQUIDLEVEL TANKr / TH
tic •. M.L.S.S. REQUIRED = 28 x 1.0 x 2 56' "
CONTINUOUS HOT a OUTL M.L,S.S. PROVIDED = 110' BAFFLE
BENCHMARK IR IV ROD LO T , k/.,. I P /. ASPHALT SEALm
I 4" SCHED, #40IN[ FT PjAF F
v
EcArlonl a 5 1.45 / 4413-007 em= 6W QE PROMEDoLEc0L1.) REMOVE AND STOCKPILE TOPSOIL.
t J 2t) PLACE BANK RUN GRAVEL ( LESS THAN 59 FINES PLACED IN 6" LIFTS ALIMITSOFBUILDINGENVELOPEir ` SSR T(ON COMPAC7ED'T4 95X DENSITY, )
AND
t1..... '.'.." "'.IA "....... w................... ""...."/ 3,) EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE, z1
1 4.) FILL !TRENCHES WITH 1" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN
SOLE
TRENCH,; A,ND FILL TO 2" OVER TOP OF PIPE,
TNOTO 5,) PLACE A 41 WIDE STRIP OF NON—WOVEN FILTER FABRIC ON TOP OF THE ENTIRE z 21LENGTHOFTHESYSTEM) AND BACKFILL WITH NATIVE MATERIAL, W1r~ 6.) REPLACE TOPSOIL, SEED do MULCH. Z M
NO Q
W
D
V) 1 1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS,
1 ' J 2,) BASE FOR LEVELS: SUBDIVISION MAP, —'
3,) PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND >
4" SURVEYOR LICENSED IN THE STATE OF CONNECTICUT, W
PO4,) LOT 'AREA = 19.57± ACRES
w 0I ' TOPSOIL 5.) BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION.
I _ o
I SUITABLE FILL oo p
FILTER FABRIC—
0i
I 0 4,1 PERFORATED i
Z
I 611,41 PIPEfo N
N44'50'19 E a
p1 STONE H- v
7 44.23vLEGEN 3: N46`49'30"E 4' p '
FF FIRST FLOOR M co zRNCHC _ OSS S CTIC N a _ oNOTTOSCALEELEVELEVATION
OX18Y FARM ®XIBY FARM m N Z I cv
LOT#4413-002 LOTJ4413-003 SF SQUARE FEET O 0 0 f-- w w
1zo
512 — — EXISTING CONTOURS - w Z Z Y
3 0 0
512 —00 w wz 0 `jPROPOSEDCONTOURS
t f
STONE WALL DATA: 08/11/03
BUILDING SETBACK LINE
PROPOSED SILT FENCE SCALE: 1 " =• 20'
QUALITY CONTROL CERTIFICATION
GROUP REVIEWED DATE
PROJECT MANAGER ft 1=', t O
SURVEY Ic III III, :i•+
ENVIRONMENTAL
CML c 4)
STRUCTURAL
ARCHITECTURAL
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