HomeMy WebLinkAbout193 South Sea Ave - Plan of Land 2SE7WAG17 SY�STEAI -JPROIT71
L -E VIE W� X T S
1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK
MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2)
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND
SHAM. EXTEND A MTN'MUM OF V ABOVE THE FLOW LINE
OF THE SEPTIC TAW AND BE ON THE CENTERLINE OF THE
SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT
MANHOLE.
THE 1NIN! ET PIPE ELEVATION SHALL BE NO LESS THAN 2' NOR
MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE
OUTLET PIPE.
SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE
ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY
COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE
HAS BEEN PLACED •TO ENSURE STABILITY AND TO PREVENT
SEITUNG
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9".
THREE 20' MANHOLES WITH READILY REMOVABLE IMPERMEABLE
COVERS OF DURABLE MATMAI.,,SHALL BE PROVIDED WITH ACCESS
PORTS BEING PLACED AT tAt CENTER ANC OVER THE INLET AND
OUTLET TEES
THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE.
Note: Should soils be encountered during installation of sewage system the are
not consistent with soil logs, contact the designer and/or your local Health Department
before proceeding.
SOIL OBSERVATION DATA:
TEST DATE _ oz- 17--60
SOIL EVALUATOR S• �jo�Y
B.Q.H. AGENT MD. III !r4- t., L. 6
EXCAVATOF _ 6,1,wN.0
PERC/RATE _ Z_ zM%u.
SV 1014 tL zjZ
oil
�S 1flVa Y�l.
�tNC= A
qA
13ZC
INV. EL,
3(.1' l k ccV c�-tL dVT-_r 911vrw-x aMPmHt 11rS f
�WATER TIC?+.T LOVER
�----r LEVEL --�I
+o•o'
INV. EL
PRECAST REINFORCED CONCRETE
DISTRIBUTION BOX
INSTALL ON A LEVEL BASE
MINIMUM WALL THICKNESS = 2"
MINIMUM INSIDE DIMENSION 12"
OUTLET INVERTS SHALL BE EQUAL TO EACH
OTHER AND AT 2" MINIMUM BELOW 114LET INVERT.
THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX
SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING
THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRI13UTON
LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE.
INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE
AND NON -DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE
UNE OR RECONSTRUCTING TILE LINES UNTIL ALL INVETS ARE OF
EQUAL ELEVATION.
Total FYeld Length 30
2" of 1/8" - 1/2" Peestone
PQ9*, 3/4" - 1-1/2" Bashed Crushed Stone
EL 9.0'
No. of Fields I
No. of Distribution Lines each Field �_ 5'
Length of Distribution Lines z",G
u
El. 4-0'
13.2'x_ DENOTES EHSTING SPOT ELEVATION
x
��V,
0 3 3� Ilr x
13.1'
12.0'
x
i
12.2' L C .l' 7 4 x
x 29,195 sq..ft.
12.0'
'GENERAL CONSTRUCTION NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND THE TOWN OF RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE
WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS
PORTS BROUGHT TO NITHIN TWELVE INCHES OF FINISH GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
OF DRIVES OR PARKING. H--20 LOADING SHALL BE USED UNDER OR WITHIN
10' OF DRIVES OR PARKING UNLESS NOTED.
4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
SITE UTILITIES PRIOR TO ANY EXCAVATION.
5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE.
6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE
MORTARED IN PLACE.
7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT.
DESIGN DATA:
\ x
12.1'
x x
11.9' 132.95
6' Tree With Flag
.rte.
STRUCTURE ->44r-t UxNc=- 4 4o
TYPE NO. BEDROOMS GA'3AGE DISPOSAL
DESIGN FLOW A�L\No=_S40C. (TRIC-ry,�,.nFl�'�ioV/
SEPTIC TANK \SAO1otJ Ymr_r��- la�o L�ni
LEACHING FACILITY
""V;niY: r-fnY30�Y D:Td = AAA 51
h11�-H I'3� �1 ST L1.ae S -
13.5'
x
NOTE`
EXISTING AND PROPOSED GRADES SHALL REMAIN
ESSA,'NTIAI.LY THE SAME UNLESS OTHERWISE NOTED.
s
�s
Spruce Seedling
r
y Spruce Seedling
,
PROPOSED S.A.S. FIELD SWTION
3/4" - 1-1/2" Washed Crushed Stone
2' of 1/F" - 1/2" Peastone
(�jQP (/`QJp
08� 08 0�./ o ° 8 \J v o vp..py� 08
j8
P 00 O OO O� P p
pv�p°pp p° O°
P
4' max.
4' max
Eff. Depth of Field 6"
Total R7dth 20'
24' 1 - ¢ Util/Pole
12.4' 12.5' 12.64'
12.5 x x
12.4' 42' %
!2 x 4s' Proposed H-20 i
/ 1500 Gal/Tank,
Proposed SAS Field
o � /
d b /
12' o 12.5'
/Proposed 100' 2 x �0
/Dwel/ t^O.
ling
�0 x
34' ,
SAS
W
,
E.Ypansion/ ,
38'
20 0
x 58'x
\ � -
12.6' u
x
Municipal Water �0 � 12 63' '
N
,
s'
12.4
a�
W ;
�\
1 v '
I f
/op CB EI. 12.65' '
Datum A'GVDPole
FEMA BM RM 21 I' Kf 64ol
_
a ��nl
Y
STEPHEN c `v ' 'p�� �1 *4ssir
,
N0.3 7559 n pT
Zoning District.- R-25
Bld. Setbacks.'
Front 30'
Side 15'
Rear 20'
Reference Deed: 128631272
Record Dimer. -
Ma thew & Da - n Yuskai tis
184 So. Sea A i e.
T1'est Yarmouth, MA 02673
Fema Da tar Zone "B"
FIRM Panel: 250015 0005 D
Panel Rev sed.• July 2, 1992
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 fL
Site -'•l a n of Lan d
Prepared For.
Mathew and Dawn Yuskai tis
In
Mest Yarmouth, Massachusetts
Scale: 1" = 20' Date: June 11, 2001
Prepared By -
Stephen J. Doyle And Associates
42 Canterbury lane, E. Falmouth, MA 02536
Telephone: 508/540-2534
%z�visic�.a-a BZoc�
NO.
DATE
DESCRIPTION
8Y