HomeMy WebLinkAbout72 Raymond Ave - BLD-97-179 - Sewage Disposal System6.—
S YS TEM PROFIL E
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NOT 70 SCA LE
TOP FNON. �INISH GRADE OVER
EL • 70 3, sFINISH GRADE _ Z , v FINISH GRADE OVER bIS 7. BOX �Q -
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44bs.'e
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199.7101
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QC. I. OR PVC TEES
' 1500 GALLON
PRECAST CONCRETE
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SEP TIC TANK
INSTALL ON LEVEL BASE
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/a 7l -9116
1 9 9•4•�`'1
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FINISH GRADE
OVER TRENCHES
TOTAL TRENCH LENGTH
OUTLET PIPE LEVEL . 2 % ' 3" AF s/a •—.t/2 •
FOR 2 FT. MIN. DOUBLE AIAShW PE4STONE
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6"
&-ST71 c r..,�rt,, c I g9 z0
DIS TRIBU TION BOX
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CAP ESD ,y
C9 B. B o /�l/L ETs t CA " r#
INSTALL ON LEVEL BASE
NO TE. EXCA VA TE TO EL EV A' 4 OR
LONER TO REMOVE ALL IMPERVIOUS
MATERIAL BENEATH THE LEACHING AREA
REPLACE EXCA VA TED MATERIAL WITH
CLEAN, CLAY FREE SAND
99.00 98 86
6 ,�4
r,• 3/4" — 1-1/2" DOUBLE WASHED
CRUSHED STONE
v � 1 .:.i �. � .i' -i Q�wl'�t�'evG'L". G•P2�7•+r���`O...+:; ��1.
TRENCH SIDE SECTION
TRENCH END SECTION
3
314a --1-1120
DOUBLE WASHED -
- CRUSHED STONE
GENERAL , NOTES
# DOUBLE
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PEASTONE
om INN
(i;rYr 'fY "ti#moi+��� •+
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IS USED
7. FLOOD HAZARD ZONE
1.
ALL ELEVATIONS SHOWN ARE BASED ON ASSUMED
--- -- -
(ROBIN WILCOX)
TRENCH WIDTH
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2.
AL L PIPES IN THE SYSTEM MUST BE CAST IRON
B. WA TER SUPPLY
TOP/N WA TER
� +
OR SCHEDULE 40 FVC.
DBSEPVA T.Z'DN P.�' T
t
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FL OOD PANEL
250015-0004 C
Her
3.
THE BOARD OF HEX .TH A"U9T 84T . NOTIFIED
I
JUNE"
17, 1985
ro, ooa Zr
RHEN CONSTRUCTICW IS CO IPLETE PRIOR
PERCOL A TION RATE.'
-- - -- — -- _
TO BA CKFIL L ING
i
5�E
&i6T6
eiJ
!�
4.
ANY CHANGES IN THIS PLAN MUST BE APPROVED
<2 MIN. /IN.
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5 E E T
LEGEND
,YX
BY THE BOARD OF HEALTH AND CAPE 6 ISLANDS
TNESSED B Y.• d . a
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x
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U
SURVEYING CO., INC.
AMY VANHONE
5.
MA TERIALS AND ItISTALLA TION SHALL BE IN
YAAM BRO. OF HEALTH
DESIGN
DA TA
'
COMPL LANCE WI TH THE STA TE SAKI TARP
-MAA. 12� 1997
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- w� -�
H'
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0y
/e, 14- 7
CODE - TITLE V - AND LOCAL APPLICABLE
DA TE.
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.RULES AND REGUL <+TIONS
Tye yf >� y
NUMBER OF BEDROOMS
3
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N
6.
A
NORTH ARROh IS FROM RECORD PLANS AND
NO
4
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I
NOT TO BE FDR SOLAR PURPOSES p
- ,a a r GARBAGE DISPOSAL
-
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SAN
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C�Ft„Q
S_a h d
I0YR 2i2 2',"
,o y,Z 1q1.1Se.
1-e^�
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x
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IS USED
7. FLOOD HAZARD ZONE
NON -HAZARD
„
M G e -i
LEA CHING REQUIRED 330 GPD.
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B. WA TER SUPPLY
TOP/N WA TER
t
FL OOD PANEL
250015-0004 C
Her
I
JUNE"
17, 1985
i
^
ora
LEGEND
-
$ La etvhy
SAN
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C�Ft„Q
S_a h d
I0YR 2i2 2',"
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1-e^�
DAIL Y FLOW 330 GAL.
SEPTIC TANK REQ 'D. 1500 GAL.
, a y
7z
MA -P
SEPTIC TANK PROVIDED 1500 GAL.
I PCL
I L 0T
M G e -i
LEA CHING REQUIRED 330 GPD.
z r t SIDEWALL AREA - 236 S.F.
S� �( 236 S. F. X 0. 74G/S. F. m 174 GPD.
BOTTOM AREA - 220 S. F.
2205. F. X 0. 7WGIS. F. - 162 GPD
LEACHING PROVIDE - 336 GPD
p erre I iox
PRO, IOSED EL EVA TION /sa „ �•
o� L« 2 /� EXISTING CONTOUR 97 SINGLE FAMILY RESIDENCE &
l A0 -Tr OBSERVA TION PIT -
0 DISTRIBUTION BOX M •✓� p n
_ _ p s - wh►tes ,` C' -
PROPOSED SEPIA GE DISPOSAL SYSTEM
FLOW DIFFUSORS r
VF
FLOW j t �n PREPARED FOR
a tr
�CDarkleY a � lZT,4 ;
- B
SEPTIC TANK
IRENE REAL T Y TRUS T
w F. ✓/
Monza`Os� �c sy�ophor r a'rlSj,y�a aker `:Path a d Swag ;3 rp`s!'j.✓7(ti�!�i
�— —i
RESERVE AREA. LOT 20 (HOUSE NO. 72) RA YMOND AVE.
�o . Matto 3 c S s a
s - a �C�Pt.PYde1 d d ssa o p r of �� ; t YARMOUTH — MASS.
Hol TOY o- Capt. . °'F �• � � c S�.`�
Pat . Bia9 C n,ne d0. N N a" e �9. l S T c a S
ristin
Jr, arhletl .6P8 fid.. Ga tall �;ann'16. `'• Q��V�t]-
aj,,. o _ - _ g,7�n PIFE INVERT EL EVA TION. U C�Ar�Lc:� .
nCn. i i SANK iI DA TE.1r,- -� It /3 / s I7 v.4t
i , ~ 1.
CAPE 6 ISLANDS ENGINEERING 1X13
PLOT PLAN
49
1
SCALE: 1
7z
MA -P
SEC
49
1
1 Zo
7z
MA -P
SEC
I PCL
I L 0T
HSE
� rST .rf SCA L E A S NO TED 133 FA L MOUTH ROA D —SUI TE 2E
PLAN NO. so.3/397 _ MASHPEE, MASS.
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