HomeMy WebLinkAboutSite PlanBRASS PLUG
it
81-6'
KNOCKOUT INLET AND
OUTLET OPENINGS
CAST
CONCRETE COVERS -J/
4 x 4 12.6/12.6 GA, WIRE MESH
7 1/20 /--
6 x 6 6/6 GA, WIRE MESH
r- 4'
3- VEN-t-W 3' VE:NT--'U --ff I OUTLET 2X2 5/8 16
RIBS INSID
109
CO'- 60 'TOPSOIL
N
8"-24" SU13SCXL r-25" SUBSOIL
1.
T
CAST
CONCRETE COVERS -J/
4 x 4 12.6/12.6 GA, WIRE MESH
7 1/20 /--
6 x 6 6/6 GA, WIRE MESH
r- 4'
3- VEN-t-W 3' VE:NT--'U --ff I OUTLET 2X2 5/8 16 GAN WIRE MESH
109
CO'- 60 'TOPSOIL v- all TOPSOIL
8"-24" SU13SCXL r-25" SUBSOIL
1.
T
SILTY TILL
N, A
3r--86" F114E SANDY
7111. TILL,
MOTTUNG 0 31"
151,
3 52° 44'06" W
313.15'
DATW. APPROX. LJ23js
BENCHMARK ELEVA 522.21
r TRAVERVE PT IN STONE ALL
W
Lo CO
U 0
0\ \ \ \ \
H. 8 H, 109
ON
H. 08
PROPOSED \ `- \ \\\ \ -
IRON PIPE 1000 GALLON
o 2 COMPARTMENT
4 \\ \
r SEPTIC TANK \ \ '
9
y , ' \ \ '' ,may
531.75
151
5N
A; 0 NOTE
31 PERI. 0
532-30 ALL PIPE 4
PRWELLOPOSED 01) 01- S-EPTIC TANK -rO
BE SDR 35, 4STM
y \ \ \ / ..''.` \ 7 .
D-3034
H..
it
A
04 -
DRILL HOLE
ME DATA
22 JAN. 1988
BY SANDRA PANDORA
7 109
CO'- 60 'TOPSOIL v- all TOPSOIL
8"-24" SU13SCXL r-25" SUBSOIL
TIGHTLY COMP. 25* -320 TIGHTLY COMP.
SILTY TILL SILTY TILL
3e-900 FINE SANDY 3r--86" F114E SANDY
7111. TILL,
MOTTUNG 0 31" moTTUNG & 34"
WATER 0 .34" NO LEDGE WATER 0 34' NO LEDGE
TM H= DATA
4/12/94
BY MICHAEL J. KIRBY, R.S. (UNCAS HEALTH DISTRICT)
108 109
o"`- 610 'Topsol'L 0'*- r TOPSOIL
SUBSOIL 7* -20" SUBSOIL
214 -Se MED. SAND 20* -74" MED. SAND
W/ sic W/ SILT
NO LEDGE NO Lfom
MOTTLING 0 200 MOTTLING IS 2W
WATER 0 201, WATER 0 2e
1/4-
1: 45
PERQ READINGS:
1/21 STONE OR
0
PRESOAK 10:20
1/21 SCREENED GRAN,'F-L
DEPTH 32"
III TUBIN5
1:30 16"
AS tiANUFAC-TURF-l) BY
1:35 16 1/2"
1:40 17 1/4-
1: 45 18 1/4-
1:50 18 3/4*
1:55 19 1 owN1/4-
2:00 19 3/4"
2:05 20 1/4"
2:10 20 3/4"
2:15 21 1/4"
2: 20 21 1/2"
2:25 21 3/4"
2:30 22 1/4"
DRI Vp FERC RESULT = lm IN 14 MIN.
y
PROVIDE SOLID OUTLET FOR \1
I NSPECTION
MANHOLE (NO SrOlVE) DSA INS
76.53 IRON PIN
IRON PIPE S 54011 2Q W
IRON
PIPE
DESIGN DATA:.
HOUSE 1- EQUI-RES'-6-75 S.F.
1, \
1 ---- \ '-
I- --, , '-
I I USE 2-113' LONG X 4' WIDE LEACHING TRENCHES PROVIDES 678 S.F.
0
5,3,q USE 1000 CALLON, 2 COMPARTMENT SEPTIC TANK
MLSS CALC. - 34 X 1.5 X 1.5 = 76.5' MIN. LENGTH TRENCH REQUIRED
4
0
U) c)
6130
qtrA/
Cj
6f /V (3600 00
Co. <Z) sq6
73-01
A, N 49036'12 E IRON P!j
Uj
LLJ
N
LLJ
UJI
w W
4j LL F—
cor0 )
c /
LU <
0 U—!
Z
LLJ z STERk
12 W —j
i
v m% I n r-1 ftf-41 I
STANDARD D—BOX WELBOW
NETT TO SCALE
F'ILTIER FAIRac TCLFSM
4* PERFORATE]) 65
PIPE
0
1* STONE GR
40
T
NUMBElloomm
F. F.
ELEV.
N /F
S.F.
10 0
loo
E.
WLF 12A
525.0
FIRST FLOOR
ELEVATION
NOW OR FORMERLY
SQUARE FEET
EXISTING CONTOURS
PROPOSED CONTOURS
BUILDING SETBACK LINE
TEST HOLE
WETLAND FLAG
PROPOSED INVERT ELEVATION
MAE REFERENCE -
t
RESUBDIVISION PLAN, ARTWELL ACRES, PREPARED FOR SOUTHERN NEW
ENGLAND MODULAR HOMES, FORSYTH ROAD, MONTVILLE, CONNECTICUT
SCALE: I" = 50', CHANDLER, PALMER & KING, NORWICH, CONNECTICUT
DECEMBER 30, 1987, ADDITION & REV7310INS, 01 FEB. *94, SHEFT 2 OF 2
NOTES:
B1) THE PROPOSEIE) HOUSE & SEPTIC SYSTEM ARE TO BE STAKED Y
LICENSED SURVEY PRIOR TO CONSTRUCTION.
2) AFTER THE FILL IS PLACED & COMPACTED, 17 IS TO BE TEST, ED BY
UNCAS HEALTH DISTRICT PRIOR TO INSTALLATION OF THE S"S Fl .
3) TOTAL LOT AREA = 112,300± S.F.
1/21 STONE OR
0
1/21 SCREENED GRAN,'F-L
0
GRAPHIC
III TUBIN5
AS tiANUFAC-TURF-l) BY
441) vANCED DESICiN
symms, rNr-.
43R EQUAL)
DATE. DESCRIPTION
F- 4104" 1
Z.U'j::QFf—jMNQH
CRLISS aEQTIU-N-
NT37 TT3 Sr.ALE
F. F.
ELEV.
N /F
S.F.
10 0
loo
E.
WLF 12A
525.0
FIRST FLOOR
ELEVATION
NOW OR FORMERLY
SQUARE FEET
EXISTING CONTOURS
PROPOSED CONTOURS
BUILDING SETBACK LINE
TEST HOLE
WETLAND FLAG
PROPOSED INVERT ELEVATION
MAE REFERENCE -
t
RESUBDIVISION PLAN, ARTWELL ACRES, PREPARED FOR SOUTHERN NEW
ENGLAND MODULAR HOMES, FORSYTH ROAD, MONTVILLE, CONNECTICUT
SCALE: I" = 50', CHANDLER, PALMER & KING, NORWICH, CONNECTICUT
DECEMBER 30, 1987, ADDITION & REV7310INS, 01 FEB. *94, SHEFT 2 OF 2
NOTES:
B1) THE PROPOSEIE) HOUSE & SEPTIC SYSTEM ARE TO BE STAKED Y
LICENSED SURVEY PRIOR TO CONSTRUCTION.
2) AFTER THE FILL IS PLACED & COMPACTED, 17 IS TO BE TEST, ED BY
UNCAS HEALTH DISTRICT PRIOR TO INSTALLATION OF THE S"S Fl .
3) TOTAL LOT AREA = 112,300± S.F.
LLJ
0
GRAPHIC SCALE IN FEET
F. F.
ELEV.
N /F
S.F.
100
loo
E.
WLF 12A
525.0
FIRST FLOOR
ELEVATION
NOW OR FORMERLY
SQUARE FEET
EXISTING CONTOURS
PROPOSED CONTOURS
BUILDING SETBACK LINE
TEST HOLE
WETLAND FLAG
PROPOSED INVERT ELEVATION
MAE REFERENCE -
t
RESUBDIVISION PLAN, ARTWELL ACRES, PREPARED FOR SOUTHERN NEW
ENGLAND MODULAR HOMES, FORSYTH ROAD, MONTVILLE, CONNECTICUT
SCALE: I" = 50', CHANDLER, PALMER & KING, NORWICH, CONNECTICUT
DECEMBER 30, 1987, ADDITION & REV7310INS, 01 FEB. *94, SHEFT 2 OF 2
NOTES:
B1) THE PROPOSEIE) HOUSE & SEPTIC SYSTEM ARE TO BE STAKED Y
LICENSED SURVEY PRIOR TO CONSTRUCTION.
2) AFTER THE FILL IS PLACED & COMPACTED, 17 IS TO BE TEST, ED BY
UNCAS HEALTH DISTRICT PRIOR TO INSTALLATION OF THE S"S Fl .
3) TOTAL LOT AREA = 112,300± S.F.
91!107"1
A
7
domalmw am AW HA T. PAL—MEZR KING
mr—,"w to 'Aw
Aw.4wAft"mw
Architecture, Engineering and Surveyincj
110 BROADWAY NORVICK CT 06360 203-969-3397 FAX 203-886-7801
20
GRAPHIC SCALE IN FEET
PFVISI'ONS
DATE. DESCRIPTION
1994bATETJUNE27, 4
SCALE: 20'
SHEET OF 1
91!107"1
A
7
domalmw am AW HA T. PAL—MEZR KING
mr—,"w to 'Aw
Aw.4wAft"mw
Architecture, Engineering and Surveyincj
110 BROADWAY NORVICK CT 06360 203-969-3397 FAX 203-886-7801