HomeMy WebLinkAboutSite PlanN/F GRIMY!
PLAN'
0iJTLET 0PEfiW,YG`_; YfCPPOPi',_)SED Ll. N' )F
FILTER ---------- - To S E 0 H C US F, T(D T
FABRIC
ANGLE 10' UP SLOPE 2, L H E 0,
I
POST FOR STABIL11)" AND 1 PROTECTEC00
c'-4
fo F, X`
SELF `Lt
7, 3:1 SLOPES, 4. V)
cu THE REPP' OF THE
cr- ED EDIMENTINOTIF1COMPACTED
CE SO TH"' INSPEC] )N
Li4 cBACKFILL
CAST
ONSIBLE FOR 1HE INSTALLATIONCONICRFTE (`)VERSS 6.
CONTROLI,- JIRED SED't-'
11'
I
1A
UCTION.
f "HED BY SPRAYING W11H
T _c _,HLORIDE APPLICATION OF CALCIUVCAPACITI
1250 CAL 1 48
L5 6 ' 00 CAL
T E t,l P 0 IR A "y" L-.,`(_ iA lh V' E
4x, 4 6/1 2 6 GA. VVIRE' MESH
7 112" 6 6 6 ro GA, WIRE "CSH RAPE NOTES
S. F. TOPSOIL ;77
INLET
HAY 70— 0 lbs iTLET STRA. 9 FREE FROM WEED, SUITABLE FILL LQUID F\lEl2 AND COARSE MATTFILTERFABRIC
2H A 14* 01"7--i"T1orr 'JOUS HOT, p 275 lbs. f COARSE4" PERFORATED WOOD CHIPS 1-85 FREE Q ATTER
01 ::_ll cc "%<_,P LT SEA',
A PIPE AIR DRIED, TREAT ITH
JONzAIl2lbsNITROGEN14
iz C, C j
IN FT4 1 N
f- Fl, A DATES: 1 111*_wl_- Aft Al j
SEP7
T,
J4 4___ 2, 1- 4
L L -A AAL10"
4
Q'4 4 35* A
7-
r TINGAj
iTJ,
PERC
TH
lle"
43AZx1'i? Z z
N/F MOSHER
N/F BECK
7"W
3
E_ST
P11'. -R REFERENCE PLAN
TE`15T H"A_11, #1 Cc_ rj"--7" DARK BRONN TOP SOIL, 7"—'I'
E
SAND'f LOAM GRAVEL, 26"--87" TAN -7 F'
COBBLY FINE SAND GRAVEL, MOTT, 4 N'
NO LEDGE
r-[- T hl"A-t 498: 0"--4' DARK BROWN TOPSOIL, 4"-- F ip,
SANDY LOAM GRAVEL, 36"-85" TAN ," J!;,
FINE SAND AND GRAVEL WITH SOMF C l
NO WATER, t,10 LED(GE
TEST HOLE # 1,31 0"-12" TOPSOIL, 12"-30" 'LIGHT BROWN F INE
30"-96" CRAY—BROWN FIRM MEDIUM SAND, TRACE
MOTT 4 33", WATER @ 54". NO LED( -7E
TEST HOLE 1 2, 0"-- 12" TOPSOIL, 12"-30" LIGHT BROWN FINE SANDY
3,0 8 2 GRAY—BROWN FIRM MEDIUM SAND, TRACE OF vp
MOTT, 4 32", WATER @ NO LEDGE
n
0
N/F GRIMY!
PLAN'
0iJTLET 0PEfiW,YG`_; YfCPPOPi',_)SED Ll. N' )F
FILTER ---------- - To S E 0 H C US F, T(D T
FABRIC
ANGLE 10' UP SLOPE 2, L H E 0,
I
POST FOR STABIL11)" AND 1 PROTECTEC00
c'-4
fo F, X`
SELF `Lt
7, 3:1 SLOPES, 4. V)
cu THE REPP' OF THE
cr- ED EDIMENTINOTIF1COMPACTED
CE SO TH"' INSPEC] )N
Li4 cBACKFILL
CAST
ONSIBLE FOR 1HE INSTALLATIONCONICRFTE (`)VERSS 6.
CONTROLI,- JIRED SED't-'
11'
I
1A
UCTION.
f "HED BY SPRAYING W11H
T _c _,HLORIDE APPLICATION OF CALCIUVCAPACITI
1250 CAL 1 48
L5 6 ' 00 CAL
T E t,l P 0 IR A "y" L-.,`(_ iA lh V' E
4x, 4 6/1 2 6 GA. VVIRE' MESH
7 112" 6 6 6 ro GA, WIRE "CSH RAPE NOTES
S. F. TOPSOIL ;77
INLET
HAY 70— 0 lbs iTLET STRA. 9 FREE FROM WEED, SUITABLE FILL LQUID F\lEl2 AND COARSE MATTFILTERFABRIC
2H A 14* 01"7--i"T1orr 'JOUS HOT, p 275 lbs. f COARSE4" PERFORATED WOOD CHIPS 1-85 FREE Q ATTER
01 ::_ll cc "%<_,P LT SEA',
A PIPE AIR DRIED, TREAT ITH
JONzAIl2lbsNITROGEN14
iz C, C j
IN FT4 1 N
f- Fl, A DATES: 1 111*_wl_- Aft Al j
SEP7
T,
J4 4___ 2, 1- 4
L L -A AAL10"
4
Q'4 4 35* A
7-
r TINGAj
iTJ,
PERC
TH
lle"
43AZx1'i? Z z
N/F MOSHER
N/F BECK
7"W
INFORI )N PRO-NIDED PER REFERENCE PLAN
PERCOL, j0N RATE PI = 8 O MIN / INCH
PER(,OLAT ION RATE P43—A = 6 0 MIN. / INCH
SI_IF-.rVISION PLAN LOCHDALE ESTATES PREPARED FOR LOCHDALE ASSO,
FI__, , f7H ROAD AND JEFFREY MANOR DRIVE, MONTVILLE, CONNECTICUT
JULY 1996
A -,A
PERC(-',l,,.ATIOl4 RATE 8.0 MINJINCH
4 F -,',--)OM RESIDENCE REQUIRES 660 SF OF
F'- 2 — I 10' (48 " WIDE) TRENC HES WITH ENDS C,
EF E(JJVE LEACHING AREA — — — 230 LF (c 3.0 SFAF 4590"
USE A I2"5_,,0 GAL. 2—COMPARTMENT TANK.
M.L.S.53, REQUIRED = 28 x 2.0 x 1,2 = 67 2'
M-L.S-S, PROVIDED = 110'
ML
1. REMOVE AND STOCKPILE TOP"SOIL,
2. EXCAVATE 4' WIDE TRENCHES AND PREPARE E
3, FILL TRENCHES WITH 1 " WASHED STONE TO OF PIPE IN'VERPS,
PLACE PIPE IN TRENCH, AND FILL TO 2" OVEI- OF PIPE.
4. CAP ENDS OF PIPE"S.
5 PLA(-,E A 4' VVIDE STRIP OF NON—"WOVEN FILTER FABRIC ON TOP OF
THE ENTIRE LENG'TH C)F THE SYSTEM), AND BAC"KALL WITH
NATIVE MATERIAL,
REPLACE TOP5OiL, SEED, & MULCH.
I lOPO(_;R_iII pHIC 44FORRATfON 0 ±f
STANDARDS.
2. BASE FOP LEVELS: N.G,V.D. 19219
3. PROPOSED HOUSE AND SEPThll S,:)fEM BE D IN IELIJ B1
A LAND SURVEYOR LICENSED IN 11"HE STATE OF C(');
5. LOT AREA 1.66 ACRES
A -rr-, t CAT,,
F. FIRST FLOOR
10 pl E L C - ELEVATION
4" NOW OR FORMERL" N/F
F. SOUARE FEET
540 ---- ------ EXISTING CONTOURS
540--- PROPOSED CONTOURS
BUILDING SETBACK LINER -225.
173. TEST HOLE
539.2 INVERT ELEVATiON
Io.i
OF OZIAIr
a
g,
rn I< EVI s ION `5
9679
STE Rf
ONAL. ,34
W, TO MY KN, I_FPV RELIEF, THIS MAP IS SUBSTAN'IALLY CORRET
AS NOTE J
L S, #9679 =20'
T
ANA&IA
11_'
Ame 4AW,
elOggAi
At mqIo
t A T- Q Kz- Siam
3
E_ST
P11'. -R REFERENCE PLAN
TE`15T H"A_11, #1 Cc_ rj"--7" DARK BRONN TOP SOIL, 7"—'I'
E
SAND'f LOAM GRAVEL, 26"--87" TAN -7 F'
COBBLY FINE SAND GRAVEL, MOTT, 4 N'
NO LEDGE
r-[- T hl"A-t 498: 0"--4' DARK BROWN TOPSOIL, 4"-- F ip,
SANDY LOAM GRAVEL, 36"-85" TAN ," J!;,
FINE SAND AND GRAVEL WITH SOMF C l
NO WATER, t,10 LED(GE
TEST HOLE # 1,31 0"-12" TOPSOIL, 12"-30" 'LIGHT BROWN F INE
30"-96" CRAY—BROWN FIRM MEDIUM SAND, TRACE
MOTT 4 33", WATER @ 54". NO LED( -7E
TEST HOLE 1 2, 0"-- 12" TOPSOIL, 12"-30" LIGHT BROWN FINE SANDY
3,0 8 2 GRAY—BROWN FIRM MEDIUM SAND, TRACE OF vp
MOTT, 4 32", WATER @ NO LEDGE
INFORI )N PRO-NIDED PER REFERENCE PLAN
PERCOL, j0N RATE PI = 8 O MIN / INCH
PER(,OLAT ION RATE P43—A = 6 0 MIN. / INCH
SI_IF-.rVISION PLAN LOCHDALE ESTATES PREPARED FOR LOCHDALE ASSO,
FI__, , f7H ROAD AND JEFFREY MANOR DRIVE, MONTVILLE, CONNECTICUT
JULY 1996
A -,A
PERC(-',l,,.ATIOl4 RATE 8.0 MINJINCH
4 F -,',--)OM RESIDENCE REQUIRES 660 SF OF
F'- 2 — I 10' (48 " WIDE) TRENC HES WITH ENDS C,
EF E(JJVE LEACHING AREA — — — 230 LF (c 3.0 SFAF 4590"
USE A I2"5_,,0 GAL. 2—COMPARTMENT TANK.
M.L.S.53, REQUIRED = 28 x 2.0 x 1,2 = 67 2'
M-L.S-S, PROVIDED = 110'
ML
1. REMOVE AND STOCKPILE TOP"SOIL,
2. EXCAVATE 4' WIDE TRENCHES AND PREPARE E
3, FILL TRENCHES WITH 1 " WASHED STONE TO OF PIPE IN'VERPS,
PLACE PIPE IN TRENCH, AND FILL TO 2" OVEI- OF PIPE.
4. CAP ENDS OF PIPE"S.
5 PLA(-,E A 4' VVIDE STRIP OF NON—"WOVEN FILTER FABRIC ON TOP OF
THE ENTIRE LENG'TH C)F THE SYSTEM), AND BAC"KALL WITH
NATIVE MATERIAL,
REPLACE TOP5OiL, SEED, & MULCH.
I lOPO(_;R_iII pHIC 44FORRATfON 0 ±f
STANDARDS.
2. BASE FOP LEVELS: N.G,V.D. 19219
3. PROPOSED HOUSE AND SEPThll S,:)fEM BE D IN IELIJ B1
A LAND SURVEYOR LICENSED IN 11"HE STATE OF C(');
5. LOT AREA 1.66 ACRES
A -rr-, t CAT,,
F. FIRST FLOOR
10 pl E L C - ELEVATION
4" NOW OR FORMERL" N/F
F. SOUARE FEET
540 ---- ------ EXISTING CONTOURS
540--- PROPOSED CONTOURS
BUILDING SETBACK LINER -225.
173. TEST HOLE
539.2 INVERT ELEVATiON
I o.i
OF OZIAIr
a
g,
rn I< EVI s ION `5
9679
STE Rf
ONAL. ,34
W, TO MY KN, I_FPV RELIEF, THIS MAP IS SUBSTAN'IALLY CORRET
AS NOTE J
L S, #9679 =20'
T
A NA&I A
11_'
Ame 4AW,
elOggAi
At mqIo
t AT- Q Kz- Siam