HomeMy WebLinkAbout144 Driftwood Lane - Site Plan of Land/
ACCESS COVERS MUST BE WITHIN
6 of FINISH sH GRADE
9' M!NIMU'd.
INVERT ELEVATIONS.
•
DES I GId `CR l TERIA: A
GEN T
GENERAL NOTES:
3 :MAXIMUM COVER
,NO .'
107.0 FIRST 2' TO
INVERT AT, BUILDING:
103.0 '
DESIGN FLOW:
LEVEL
MIN 2' OF PA5TONER
IN SEPITAN .
7NVBEDROOMS
ror.sBf
4 A7 I10 G.P.D..
.. PER
1.
THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
r /�u I /
INVERT OUT SEPTIC TANK:
101.25
BEDROOM EOUALS 44 0 G.P.O.
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
Y.
/
3/4' - t 112' DIA,
INVERT IN DIST. BOX:
100.77'
3
=�
100.6
�
?'
°
�
DOUBLE WASHED STONE
INVERT OUT DIST. BOX.
"700:6:
NO GARBAGE GRINDER
2.
VERTICAL DATUM 1S ASSUMED. FOR BEACH MARKS '
! ! uAs
100.5
9 5
INVERT IN LEACH CHAMBER:
100:5
SET. SEE SITE PLAN.
PAFFtE
SEPTIC TANK REQUIRED:
s
S r
3-.,00 A
3 OUTLET GAL LEACHING CHAMBERS
r
:BOTTOM OF LEACH CHAMBER.
C
98:5
440 G.P.D. X O z -
2 0 880 A
GAL.
3,
'.
ALL CONSTRUCTION M ETHODS AN '
D MATERIA LS AND
r
W/4' STONE AR
- X E OUND:
-080
GAL-
I2.8'• x 33.5' x
1 2'd
ADJUSTED GROUND WAT
U D ER:
- N/A
SEPTIC TANK PROVIDED: 1500 GAL: MIN,
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
PTI TAN
SE K 6' CRUSHED STONE OR
OBSERVED GROUND WATER:
N/A
CONFORM TO MASS -
. D.E.P.TIC TITLE 5 AND LOCAL
COMPACTED BASE
M • :
SOTTO OF TEST HOLE 2
88.4
SOIL ABSORPTION SYSTEM REQUIRED:
BOARD OF HEALTH REGULATIONS.
DESIGN PERC RATE C 5 MIN/INCH
PROF I L E •NOT TO SCALE
SOIL'TEXTURA `C -
L LASS l
4.
ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
EFFLUENT LOADING RATE -.0.74 GPD/SF
AREAS SUBJECT TO VEHICULAR. TRAFFIC OR GREATER
440 GPD / 0.74 GPD/SF - 595 S.F. RERUIRED
THAN 3' ,N DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
PROVIDED: 3-500 GAL LEACHING CHAMBERS
SM. CB/DHFND
W/4'STONE AROUND., A-614 S.F.
5.
ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
EL -112.41
614 S.F. x 0.74 - 454 G.P.D.
APPROVED EOUAL.
N
SO IL rEsr
Pt r DArA®
6.
SEPTIC TANK AND D -BOX SHALL BE REINFORCED
.PRECAST CONCRETE AND M'ATfRTlGHT; D -BOX SHALL
INDICATES
7 :INDICATES
BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE
PERCOLATION
: = OBSERVED
IS MORE THAN ONE OUTLET.
662255 TEST
_ ' GROUNDWATER
TP •1
TP
7.
BEFORE CONSTRUCTION CALL 'DIG -SAFE'.;
02:
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
HORIZON TEXTURE
0"
COLORHORIZON
TEXTURE COLOR
FOR LOCATION.OF UNDERGROUND UTILITIES,
_
102.5
0*
100:4
A SANDY
IOYR
SANDY IOYR
4
LOAM
3/2
LOAM
ALL UNSUITABLE MATERIAL (A a HORIZONS)
.... . :.. :.. .......:.:...
/02..0-..6.
-
... .... ..:...... ...: ..:......
99.9
ENCOUNTERED BELOW THE INVERT OFTHE..:...
THE LEACHING.
LOAMY
O
B
IOYR
LOAMY IOYR
8
FACILITY TO BE REMOVED FOR -A DISTANCE OF ,5'
SAND
6/6
"SAND 6/6 `
AROUND AND REPLACED WITH SAND IN ACCORDANCE
36•
..::..:. ....:.::: .:::............:.
99.5
48'
.::.. .....:: , :....:.. ......:..
96.'4
W
WITH TITLE 5:
C I MEDIUM
2.5Y
MEDIUM 2.5Y,
l
.
j
SAND
7/3
SAND 7/3
9.
NO DETERMINATION HAS'BEEN MADE AS TO '
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY 70 OBTAIN ALL PERMITS. SPECIAL
96
.... ........: . ..................
94.5
96
92:4 .
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
C2 LOAMY
2.5Y
C2 LOAMY 2.5Y
SAND
7/1
SAND 7/2
!0.
IT SHALL REMAIN THECL lEN7 S RESPONSIBILITY -
FIRM
FIRM
TO HAVE THE PROPOSED BUILDING FOUNDATION
.
-.
'
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
1 \ •.`< -<\ 1t \
-_
-
150'
_NO WATER -F
90.0
144'
NO WATER
-
86.4
AND :SOIL CONDITIONS AT THE LOCATION OF THE -
lI
PROPOSED BUILDING.
DATE: MAY 22.
2003
TEST BY. DANIEL
OJALA
WITNESSED BY:
AMY VONHONE
PERC RATE: f
2 MIN/INCH
-
Gs�.y6.
CATCH BASIN
REDrRECT SHALE