HomeMy WebLinkAbout193 South Sea Ave - Plan of LandSH.-WIAG-E
1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK
MI'MAJIM MRSTRUC7104 MATERIALS PER 3100-fR 15.226(2)
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND
SHALL EXTEMD A M'CMUU OF a ABOVE THE FLOW LINE
OF THE SEPTIC TANKAND BE ON THE CENTO"M OF THE
SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT
MANHOLE
THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR
VMS THAN 3' ABOVE THE INVERT ELEVATHXH OF THE
OUTLET PIPE.
SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE
ON A LEVET. STABLE BASE THAT HAS BEEN MECHANICALLY
COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE
HAS BERN PLAcm -TO ENSURE STABILITY AND To PREVENT
SETTLING.
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9".
TELREE 20' MANHOLES WITH READILY REMOVABLE IMPERMEABLE
COVERS OF ,DURABLE MATMAL-SHALL .BE PR^V!D M WITH ACCESS
PORTS BEING PLACED AT THE 604TER AND OVER THE INLET AND
THE OUTLET TEE SHALL BE EQUIPPED WTH GAS BAFFLE
?•trfr; Should sons be encountered during installation of sewage system the are
not eoTm Ttent with soil lois, Contact the designer and/or your local Health Department
before proccedin?,
!J. IL OPSF.PVATI71 DATA:
TE"' DATE ez- t7-00
SOIL EVALUATOR S 'v,Tj f�
B.O.H. AGENT f.A5. KT%nn_kt�.'A.4U
EXCAVATOP Ln►ai-o
PERC/RATE zM,v•
��• �¢ .T' _ oil
$
1-ao 1`
_JPH0__,F1L_E
3G1% I.heSX c�Vt,=1z 'LvF-R-S
NAT -EA TIGHT COYER
1O,to �I V LEVII -�
INV. EL. Sun
_ -- -- INV. EL
PRECAST REINFORCED CONCRETE
DISTRIBUTION BOX
PISTALL ON A LEVEL BASE
MtNP.HUM 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 DISTRIBUTION
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
LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVETS ARE OF
EQUAL ELEVATION,
Nf'N. GOV ER A•( FIN. G{>•�+'l�� `„
12.2'
x
-GENERAL CONSTRUCTION NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND THE TOVV OF RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF' SELVAGE.
2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE
L4'4ITHIN SIX INCHES CF FINISH GRADE NTTH ANY REMAINING ACCESS
PORTS BROUGHT TO VITHIN TWELVE INCHES OF FINISH GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
MITHSTANDING 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. SEVER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE,
6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE
MORTAREO IN PLACE.
FINISH GRADE SHALL HAVE A MINIMUM SLOPE Of 0.02 rET PER I`OOT,
I VC, T, Se,
Total Field Length 30
2" of 1/6" - 1/2" Peastone
�o
O.00 St.ovE
e nE
3/4" - 1-1/2" Mashed Crushed Stone TAA 0°0
°°� ° °°°� e EL y.o'
No. of Fields I
No. of Distribution Lines each Field 5'
Length of Distribution Lines za,L
EI A•°' PROPOSED S. A. S. FIELD SECTION
'xZj: lilc�F1y.�.nrt,a, E1.4.O
3/4" - 1-1/2' Mashed Crushed Stone -
2" of 1/8" - 1/2" Peastone
DENOTES EMTING SPOT ELEVATION
e eco °8 ov e 0 08°
NOTE � go
EXISTING AND PROPOSED GRADES SIIALL REMAIN B g of ° o
ESSENMLLY TILE SAME UNLESS OTIIERusE NOTED. 4• max
�31�z' jIr x
x 13.1' Ef, Depth of Field 6'
13.1 ' -
12.0' Spruce Seedling
x Total 7H3dth 20'
L--------------
012.1" Spruce Seedling
77 y
x x rl
4' max
AS.
29,195 sq.ft. ., �..
12 0 z4 6'6°11 Bid.
L- t11 :Vole
112.5' F 12.6 5' FY-vn t!30
12.1' f 12.5 Ig 4 x Si(
15'
x 13 s Rear 20'
x 11. A' 132.95 12.4' ;
11.9' \ 6" Tree nth Flag x 42'
Q 12 Proposed H-20
\\ 1500 Gal,/Tank
ReCovd O rI;er-
o % Proposed SAS JYeld <t Jaa?14^; iitr,'i!z
12.6' 0 d IJ ,` Vie. PMC
x 12' ` 125'
13.5'
x
/Proposed I �0`�
Trellin� 100' V
D�. i'e� D,? M: .7o r
FL? T f J^�trel. '5011< Ot705 P
.5'•'•. 12 F5'
opo xr� r�.o� H+, Pa:� P, nel Rc'T7qf'(S'' «rtt.�T' 1oOt,
If 34' ;
jY
12.1' SAS ;
13' ' � j • x Expansion% '
GRAPHIC SCALE,
p
o 10 m b
✓� 12.4' 12.5' ;
12.6'0 ( IN FEET )
xfi ; 1 Inch a 20 ft
\ `d� Municipal Fra ter Q Qu• j
12.63' ;
r
N�-
�' Site Plan of Laiad
DESIGN DATA: it ;' Prepared For.•
sTRucnIRE ^�fs�\ T 4 1� 0 12 4' `���, j1L�o �/If
0 �U Mathew and Dawn Yuskal tis
TYPE K0. BEDPOOM'^ GAR3AGE DISPOSAL x A�� / Q'
n" DESIGN FLOW D, CVS \ \ In
A s� 1o4n }�o , _ __ ` j �� ; ' o l�� TI/rest Yarmouth, Massachusetts
r L
$ `-S \flV4 170P
'Seale: 1 = 20 Date: Jvne 11, 2001
sEPnCTANK r - ,, CB El. 12.65' ' ;' Prepared Br
Datum.• NG VD Stephen J. Doyle And Associates
til/Pole 42 Canterbury Lane, R Falmouth, MA 02536
`Y `� . EACK"!c FAGU" r _. r .. - . r Rid = ,L, G� ..� FEMA BM RAf 21 ;' ; ; Telephone: 506/540-2534 -
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`~ N0. DATE DESCRIP77ON Aey
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