HomeMy WebLinkAbout83-1750 - Site Plan 2y
ACCESS COVERS MUST BE WITHIN
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9• MINIMUM COVER
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INVERT EL EVH
T l ON
6' OF FINISH GRADE
Q -
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k
- OHW-
k
LIGHT POST
11.0
FIRST 2'
TO
4' PERF PIPE
l
INVERT AT BUILDING:
9.3
SPOT ELEVATION
BE LEVEL
fts
l
MEN. OF
INVERT IN SEPTIC TANK:
9.0
c
EFFLUENT LOADING RATE - 0.74 GPD/SF
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
2x- -�
PfASTONf
INVERT OUT SEPTIC TANK:
8.75
4' JAM PIPE
STANDING H-20 WHEEL DADS.
612 S.F. x 0.74 - 453 GPD
TOP -8.8
INVERT 1N DIST. BOX:
8.5
3.75
'
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
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e e e `o e e
PERCOLATION OBSERVED
REINFORCED CONCRETE
INVERT OUT DIST. BOX:
8.33
mo
9.0
v GAS d`v 33
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
0- O
4- SOLID PIPE
A LOAMY IOYP
RETAINING WALL
INVERT 1N LEACH FIELD:
8.3
81 .......................................... 3.3
BAFFLE
3/4• - I I/2- ora
DESIGN ENGINEER TWO D4 YS PRIOR TO CONSTRUCTION
6.0
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
24' ,,,,,,,,,,,,,,,,,,SAND............3/6.... 2.0
INVERT END LEACH FIELD:
8.0
3 OUTLET
,p
D-BOXBOTTOM
DOUBLE WASHED STONE
6 7.5
28' 1.7
FG -5.3
LEACH FIELD:
7.5
1500 GAL
10. ALL UNSUITABLE MATER14L (A d B HORIZONS)
40 MEL POR
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE RFS10VE0 FOR A DISTANCE OF 5-.
ADJUSTED GROUND WATER:
2.5
SEPTIC TANK b' CRUSHED STONE OR
ADdusrED HIGH
VAPOR BARRIER
ll. NO DETERMINATION HAS BEEN MADE AS TO
OBSERVED GROUND WATER:
I.7
COMPACTED BASE
GROUNDWATER. EL -2.5
=
RESPONSIBILITY TO OBT41N ALL PERMITS. SPECIAL
BOTTOM OF TEST HOLE *1:
-2.0
PROFILE : Nor TO
SCALEINDEX
LOCATION ONLY AND SHALL BE DESIGNED IN
WELL M I W 29, ZONE A
ACCORDANCE WITH STAND4RD PRACTICE.
18'x 34' LEACH FIELD
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL CONDITIONS AT THE LOCATION OF THE
JUNE 05 READING -6.9'. ADJ-0.8'
S / TE PL A /V OF L A /VO
/ t
1
! I
EXrSTENG WALL
TOP . EL J/
15
EXISTING
DWELLING +4. 5
O X4.2
� I
1 ll�
N
2 D v4
+4.5 \ 1
, -HD TA80 V6/39
E -6
i \ T
I
i
LEWIS
POND
9
NANTUCKET SOUND
LOCUS MAP
PROPOSED
PATIO
PROPOSED FOUR
8EDROOM DWELLING
TOF
7. .08± S`.,r.
I
EXISrj.jG SAS
+7.5
EL 6
d $
9
N�WALL.
. TOP ' / `
1
CESSPOOL
P 10•.
SUNROO ON
SONO BES
r S 86-Z�I VV n t 1
T E'L E Vo N
IATCH SBA 3 N
RIM-3.52
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o;
CONCRETE BOUND
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t c
tib.
a m
Q -
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k
- OHW-
k
1i
LIGHT POST
-E-
UNDERGROUND ELECTRIC LINE
-T-
Z
l
UNDERGROUND CABLEV1S10N LINE
l
SPOT ELEVATION
I
fts
l
DESIGN PERC RATE ( 5 MIN/INCH
S.f
1 a
c
� _
S
CONCRETE BOUND
-W-
t c
tib.
a m
Q -
I .� o
k
- OHW-
k
1i
LIGHT POST
-E-
UNDERGROUND ELECTRIC LINE
-T-
ANE
ENTIRE LOT FALLS WITHIN FLOOD ZONE Al2 (EL 10)
3
0;, f0 20
40
N
L EGEND
0 CB
CONCRETE BOUND
-W-
WATER L INE
O
HYDRANT
-G-
GAS L 1 NE
- OHW-
OVER HEAD WIRES
1i
LIGHT POST
-E-
UNDERGROUND ELECTRIC LINE
-T-
UNDERGROUND TELEPHONE LINE
- CTV-
UNDERGROUND CABLEV1S10N LINE
-{-40.4
SPOT ELEVATION
-,40--
EXISTING CONTOUR
ji PROPOSED CONTOUR
S: DESIGN CRITERIA:
GENERAL NOTES:
DESIGN FLOW:
4 BEDROOMS AT 110 G.P.D. PER
1. THIS PLAN IS FOR THE )ES/Ohl AND CONSTRUCTION
BEDROOM EQUALS 440 G.P.D.
OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING
PURPOSES ONLY.
NO GARBAGE GRINDER
2. VERTICAL DATUM IS NOV), FOR BENCH MARKS
SEPTIC TANK REQUIRED:
SET, SEE SITE PLAN.
440 G.P.D. X 200x - 860 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
3. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEDTIC SYSTEM SHALL
SOIL ABSORPTION SYSTEM REQUIRED:
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
DESIGN PERC RATE ( 5 MIN/INCH
BOARD OF HEALTH REGULATIONS.
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH -
PROVIDED: 18' x 34' LEACH FIELD, A-612 S.F.
STANDING H-20 WHEEL DADS.
612 S.F. x 0.74 - 453 GPD
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
APPROVED EQUAL.
SOIL TES T PIT DA TA &
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
INDICATES v_ INDICATES
PRECAST CONCRETE AND WATERTIGHT. D -BOX SHALL
PERCOLATION OBSERVED
BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE
TEST GROUNDWATER
IS MORE THAN ONE OUTLET.
TP xl
7. BEFORE CONSTRUCTION C4LL 'DIG -SAFE'.
HORIZON TEXTURE COLOR4
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
0- O
FOR LOCATION OF UNDERGROUND UTILITIES.
A LOAMY IOYP
SAND 3/3
8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
81 .......................................... 3.3
LOAMY IOYR
DESIGN ENGINEER TWO D4 YS PRIOR TO CONSTRUCTION
B
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
24' ,,,,,,,,,,,,,,,,,,SAND............3/6.... 2.0
CONSTRUCTION INSPECTIONS.
C I MEDIUM IOYR
SAND 5/8
9. EXISTING CESSPOOL TO BE PUMPED DRY. REMOVED
28' 1.7
ALONG WITH ALL CONTAMINATED SOIL AND BACKFILLE
WITH CLEAN SAND.
10. ALL UNSUITABLE MATER14L (A d B HORIZONS)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE RFS10VE0 FOR A DISTANCE OF 5-.
AROUND AND REPLACED WITH SAND IN ACCORDANCE
WITH TITLE 5.
72-1 -2.0
72' -2.0
ll. NO DETERMINATION HAS BEEN MADE AS TO
DATE: JUNE 28. 2005
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
TEST BY: STEPHEN HAAS
REGULATIONS. IT SHALL REMAIN THE CLIENTS
WITNESSED BY: LYNN MULKEEN
RESPONSIBILITY TO OBT41N ALL PERMITS. SPECIAL
PERC RATE: ( 2 MIN/INCH
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
12. ANY RETAINING WALL SHOWN ON THIS PLAN IS FOR
LOCATION ONLY AND SHALL BE DESIGNED IN
ACCORDANCE WITH STAND4RD PRACTICE.
13. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
S / TE PL A /V OF L A /VO
20 TEL EV / S / ON LANE.
MAP / 4. PARCEL 96
WE T YARMOUTH.
"A.
P R ERA R EO F O R:
MR MRS .JON ,QNZ::)ll=_RSO/V
496 WEYMOUTH OR / VE.
WYCKOFF , /VJ 0748 r'
SCAL E : / " - 20
JA/VUAR Y 30 2006
EAGI-E SURVEYING,
INC
_
923 Route 6A
Yarmouthport, MA. 02675
( 508 ) 362-8132
( 508 ) X32-5333
REVISED: MARCH 13. 2006 j .3/?41,5 o