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PROPOSED WELL
\lp
4p I'-
1000 GAL.
0 SEPTIC TANK
0
0
7-
700
694" SDR -35
0
TH #1
TH #2
PROVIDE AND MAINTAIN A CONTINUOUS
EROSION CONTROL BARRIER THROUGHOUT
CONSTRUCTION. (SEE DETAIL"'
FERC.
-7 THl
TH #3
a
LOT #1
AREA,= 5.21± ACRES
tP
50#
'-TELL EILL_
MATERIAL
"SELECT FILL, MATERIAL" AND *'SELECT BACK ILL MATERIAL", PLACED WITHIN AND ADJACENT Tl')
PR(,'-)P(,')SED LEACHING AREAS SHALL BE 'COMPRISED OF CLEAN SAND AND GRAVEL, FREE fr-Rom
ORGANIC MATTER AND FOREIGN SUB'STANCES, THE FILL MATERIAL SHALL MEET THE FOLLOWING
REQUIREMENTS ONLESSS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER FOR, USE WITHIN THE
LEACHING AREA
1. THE FILL 'SHALL NOT CONTAIN ANY MATERIAL LARGER THAN (3) INCHES
2 UP TO 45_` OF THE DRY 'WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE
#4 SIEVE (THIS IS THE GRA`,/EL PORTION OF THE SAMPLE).
3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THE REWIEGHED AND THE SIEVE ANALY'SIS
STARTED.
4. THE REMAINING SAMPLE SHALL MEET THE Fr)LLOWING GRADATION CRITERIA -
SIEVE SIZ-C PERCENT PASSIN -
#4 100%
#10 70.%-100%
#40 10%-50% (SEE NOTE EELOW)
# 100 0%-20%
,) rl%-5%
NOTE: PEPCENT PASSING THE #40 SIEVE CO3J BE INCREASED TO NO GREATER THAN 75% IF THE
PERCENT PASSIN(_-7 THE #100 SIEVE DOES NOT EXCEED 107 AND THE #200 SIEVE DOES NOT
EXCEED 5%.
THE RESPONSIBILITY FOR THE PREPARATION OF THE LEACHING AREA UTILIZING "SELECT MATERIAL- IS
THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL TAKE THE NECESSARY STEPS TO PROTECT
THE UNDERLYING NATURALLY OCCURRING SOI(S FROM OVERCOMPH,CTION AND SILTATION ONCE
EX P 0S E D
4 P'vC EL P 0 "W
ELEV. = 280.10
8ASE: N.G.V.D. 2X2 57/8 16 GA. ',A/IRE MESH---�
rn
Ai
(y)
< CD (y)
<A6
' D -BOX W IELBOW
7
491 TC� SCALF
CD
—270 FILTER
FABRIC
ANGLE 106 UP LORE
P 0S T FOR ']ITABILITY AND
268 :'ELF CLEANII'lf])
,x
COMPACTED x CL
C-5
BACKFILL"
2156
_2LT FENQ
N:0 T T SCN� - E
2.64
_�p MR -MU 5EI21 NT -Q NT...,.- I AKI
1 CLEARING, GRUBBING AND GRADING OF THE PROPOSED L4 T
TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED ��GCI
SE,
DRIVEWAY AND SEPTIr SYSTEM
4— DISTURBED AREAS TO BE L.OAMED, SEEDEC, AND MULCH["
3 ALL 'TOPSOIL 'TO BE STOCKPILED ON SITE AND PROTECTT,
WITH HAYBALES OR SILT FENCE.
4, ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3.- 1 SI_. PES.
CZ, -74 E"
PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF' L
TOWN OF NORWICH SHALL BE NOTIFIED WHEN SEDIMENT
CONTROL MEASURES ARE IN PLACE SO THAT THE INSPEICIN
CAN OCCUR,
6. THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL
MEASURES THPOUGHOUT CONSTRUCTION.
7, DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING V,171-1 'VV'ATER,
AND IF NECESSARY, THE APPLICATION OF CALCIUM CHL( --t IDE.
VEQETATIVE OVER
MULCHES
APPLICATION RATE
PER 1000) S,F,
STRAW/HAY
70-90 lbs,
WOOD CHIPS
185--215 16s.
FLAbITINQ SCHEDULE
42'1-82' GREY BROWN SANDY
GRAVEL
SEEDING DATES
ROOTS 4 44", NO LEDGE, NO
APRIL 'I
JUNE 15
AUGUST I - - - ---.. -
SEPTEMBER 15,
S)EED MIXTURE:
45% RED FESCUE
45% KENTUCKY' BLUE GRASS
10% PERENNIAL RYE
NOTES
FREE FROM WE DS
AND COARSE N:',, TTER
FREE OF COAR.-f'-_ MATTER
AIR DRIED, TRE IT WITH
1 `
21bs NITROGEt1/ TON
IM dQ --Q.ALA
PER SUBDIVISION MAP 01/04/0#
TEST HOLE #
0"-61' TOPSOIL
6"-42" ORANGE BROWN FINE
SANDY
LOAM
42'1-82' GREY BROWN SANDY
GRAVEL
ROOTS 4 44", NO LEDGE, NO
WATER,
MOTT, 0 39"
TEST HQLE#2
0"-5" TOPSOIL
5"-28'* ORANGE BROWN FINE
SANDY
LOAM
28"-86' GREY BROWN SANDY
GRAVEL
(W/ COBBELS)
ROOTS C 41 ", NO LEDGE, NO
WATER,
NO MOTT,
TEST HOLE
0"-5" TOPSOIL
5"-32" ORANGE BROWN FINE
SANDY
LOAM (FOCKY)
32"-80' GREY BROWN SANDY
GRAVEL
ROOtt 0 39", NO LEDGE, NO
WATER,
POSSIBLE MOTT. 0 34"
TEST EQjLt4
0"-8" TOPSOIL
8"-31" ORANGE BROWN FINE
SANDY
LOAM
31"-84' GREY BROWN SANDY
GRAVEL
ROOTS 0 44", NO LEDGE, NO
WATER,
NO MOTT,
4'
DESIO—DALA
TOPSOIL
PERCOLATION RATE = 12 MIN./INCH
'UITABLE FILL3 BEDROOM RESIDENCE REQUIRES 675 SF OF LEACHING AREA
Co
FILTER FABRIC— PROVIDE (3) 75' LONG X 4' WIDE TRENCHES
EFFECTIVE. LEACHING AREA -- 675 S,F.
40 PERFORATEDPROVIDE A 1000 GAL. 2 -COMPARTMENT TANK.
PIPE 5
fo z MI.S.S. REQUIRED = 24 X 1.5 X 1,5 = 54'
C> M.L.S.S. PROVIDED = 75'
V STONE C� (BATH TUBS TO HAVE LESS THAN 100 GAL. CAPACITY,)
4'
TRENCH
i SEQ110N
T I"- SC ALE PAR
E AREA OE PRQR-OSED 'Y51fM_A5_EQUaW_5,-_
1. REMOVE AND STOCKPILE TOPSOIL.
2. PLACE BANK RUN GRAVEL (LESS THAN .57 FINES) PLACED, IN -
0 LEFTS AND COMPACTED I U 95`7 DENSITY.
_8,-6 3. EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE
4. FILL TRENCHES WITH I" WASHED STONE TO HEIGHT OF RIPE INVEPTc-)
_KNOC,k0UT INLET PLACE PIPE IN TRENCH, AND FILL TO 2" OVER TOP OF PIPE.
j, OUTLET OPENINGS 5. CAP ENDS OF PIPES.
-F 4 6. PLACE A 4' WIDE STRIP OF NON—WOVEN FILTER F4,13RIC `)N TOP CF
�_k-
THE ENTIRE LENGTH OF THE S' -'STEM AND 6�,,�,FILL WIIH
---------
------ - ------ ;
RIBS INSIcs- NATIVE MATERIAL.
------------- -
-7 REPLACE TOPSOIL, SEED, MULCH
+
I PP
II
+
— ----------------------------------
- - ----------
II
CAST CONCRETE COVERS
PLAN
RISERS WITHIN
4x4 12,6/12.E, 12" OF FINISH Gl: )E
GA. WIRE MESH7 AT INLET ANC CO)I, ET
6,,<6 6,° Gk
24"WIRE MESH Ej
-
4
PRC)'VIOE ILITLET FILTER
,r -'—PCL (L�4 L-122
INLET 3 vEtIT 3 'vTNT OUTLET
LtOM LE
0
U-) Co U CONTINUOUS HOT Z
I I
ASPHALT SEAL U')
4** SCHEDULE #40
INLtT BAFFLE
M2
4 OUTLET BAFFLE LINED W1 1/8" PVC -
60* GAS DEFLECTOP-
r"A i
0 M P
.�=�L�TAN
NCtT T(j SCALE
t.
LEGEND:
F. F.
ELEV.
r J /F
S, F,
100 ---- - ----
1
FIRST
ELEVATli-DN
NOW OR FC,RMERLY
OUARE FEET
EXISTING CG;NTOURS
PROPOSEC, CONTOURS
PLI,_lLDII,IG SETBACK LINE
'-FST HICLE
!P,IVERT ELEVATION
Amer,
ALE !N FEET
C! rE
DESCRIPTION
DATE, QEPT' 6 E F? n r,. -
'2 6.
W ,ALE. I
SHEET 1 1J.
MAP REFERENCE
PLAN SHOWING SUBDIVISION OF PROPERTY OF
W. LAWRENCE MINER, JR. REVOCABLE TRUST
DiCESARE-BENTLY ENGINEERS, JAN 20.2000
NOTES
1, TOTAL LOT AREA: 226,957± S.F.
2. TOPOGRAPHIC INFORMATION ON THIS PLAN COt,-IPLIES WITH
T-2 MAPPING STANDARDS. STAKED iN
PROPOSED HOUSE AND SEPTIC SYSTEM TO BE,
THE FIELD BY A LAND SURVEYOR, LICENSED IN THE STATE OF
CONNECTICUT,
4. BASE FOR LEVELS: N.G,V.D.
6., -CALL BEFORE YOU DIG. 1-(800)-9'-,2/0_-4455
?*'ROPOSED SEPTIC & SITE PLAN
PREPARED FOR
LOT #1 , CHESTERFIELD ROAD
MONTVILLE, CONNECTICUT
4�WT CHAN3:)L_ER, L- EI 46 KIND
66amwAPW Ift Architecture, Engineering onol eirtg
WA 101'wl wApm"""mw w- VAR *A L Y
40 110 WAVVAY NORVICH, CT 06360 FAX NO -W6 -78M
LEGEND:
F. F.
ELEV.
r J /F
S, F,
100 ---- - ----
1
FIRST
ELEVATli-DN
NOW OR FC,RMERLY
OUARE FEET
EXISTING CG;NTOURS
PROPOSEC, CONTOURS
PLI,_lLDII,IG SETBACK LINE
'-FST HICLE
!P,IVERT ELEVATION
Amer,
ALE !N FEET
C! rE
DESCRIPTION
DATE, QEPT' 6 E F? n r,. -
'2 6.
W ,ALE. I
SHEET 1 1J.
MAP REFERENCE
PLAN SHOWING SUBDIVISION OF PROPERTY OF
W. LAWRENCE MINER, JR. REVOCABLE TRUST
DiCESARE-BENTLY ENGINEERS, JAN 20.2000
NOTES
1, TOTAL LOT AREA: 226,957± S.F.
2. TOPOGRAPHIC INFORMATION ON THIS PLAN COt,-IPLIES WITH
T-2 MAPPING STANDARDS. STAKED iN
PROPOSED HOUSE AND SEPTIC SYSTEM TO BE,
THE FIELD BY A LAND SURVEYOR, LICENSED IN THE STATE OF
CONNECTICUT,
4. BASE FOR LEVELS: N.G,V.D.
6., -CALL BEFORE YOU DIG. 1-(800)-9'-,2/0_-4455
?*'ROPOSED SEPTIC & SITE PLAN
PREPARED FOR
LOT #1 , CHESTERFIELD ROAD
MONTVILLE, CONNECTICUT
4�WT CHAN3:)L_ER, L- EI 46 KIND
66amwAPW Ift Architecture, Engineering onol eirtg
WA 101'wl wApm"""mw w- VAR *A L Y
40 110 WAVVAY NORVICH, CT 06360 FAX NO -W6 -78M