HomeMy WebLinkAboutEngineered Plan - 2018_V
Cor 15
24,872. 9 .f- S.F.
DEPTH
HORIZ
TEXTURE
COLOR •
MOTT.
OTHER
0-13" :.:.
...
FILL
NO .
C
13=15"
A
LOAMY SAND
10YR4/1
FINAL CONTOUR -------._()U
ROOTS
15-32"
8
LOAMY SAND
10YR7/6
UTILITY POLE -O-
ROOTS
32.-132"
C'
MEDIUM SAND
2,5Y7/3
'
I`
Pio WATER ENCOUNTERED AT X132 ELEV.
°a.
..86.7 •
g UMBER OF BEDROOMS-.
3 + DEN_ 4
: GARBAGE DISPOSAL UNIT �H€?
1 -
:.,TOTAL ESTIMATED FLOW. -
1
' ( 110 /BR./DAY X. 4 6R) _: GAL.%DAY
T 184 REQUIRED SEPTIC TANK CAPACITY}_ GAL. .
tr u.g8.4 Y ACTUAL SIZE OF; SEPTIC TANK (E ASTiNG) . OQ GAL.
SO _
I
DESIGNPERCOLATIONRATE <_._5 - MIN./IN.
EFFLUE:NT`LOADING RATE _�DJ GAL./DAY/S.F.
LEACHING AREA _626.33 `SQ FT.. .
98 _
98.3 "�: (11x43)+{9x2xl0/12}
GAL DAY
LEACHING :CAPACITY - AREA X, RATE�
626.
33 x a.74.
RESERVE LEACHING :CAPACITY _NONE :GAL./DAY
98.3 x 98:1
1
01 9�.{y
ES,
98.3 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
gg
4 TITLE 5 AND THE TOWNS RULES AND REGULATIONS FOR
THE SUBSURFACE, DISPOSAL OF SEWAGE..
AL VE
L COVERS SANITARY UNITS SHALL.IBE BROUGHT ;
WITH 6" U
97.4 -=._ _._ . -
- - -- - --
2' TO AMT LIGHT TO '
IN F FlNIS ED .GRADE
� "'3-��uivtPUNFNIS OF THE SANITARY SYSTEM SHALE.`BE. CAPABLE OF
- -
97.7 1 WITHSTANDING H-10 LOADING UNLESS THEY.ARE UNDER OR WITHIN.
` 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE i
? J -'_' N• '"� USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING'AREAS.
4. ANY MASONARY UNITS .USED TO BRING COVERS TO GRADE SHALL '
r �r ,IOD BE MORTARED IN PLACE.
5. NO DETERMINATION HAS 'SEEN MADE AS TO COMPLIANCE WITH
-�' DEEDED OR ZONING' REGULATIONS, OWNER /APPLICANT 1S TO
' 0 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
EXCAVATION CONTRACTOR .
..•---v , r ,= , �, 1'�I�'"'�°, �. ; 6.. UTILITIES SHOWN ARE. APPROXIMATE ONLY,:
T 98� IS TO CALL "DIG SAFE". ATA -888-344-7233 AT LEAST 72 HOURS
s� " o
PRIOR TO COMMENCING WORK ON SITE....
99.0 M 98.8 00 7, CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL: AS Y .
S►TE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IMMEDIATELY. r
8.8 IS TO BE BROUGHT TO THE ATTENTION OF, THE DESIGN ENGINEER
i
8. PARCEL IS.IN FLOOD ZONE ___X----. �
99.8 9. LOTAS tS SHOWN ON 'ASSESSORS MAP.___� __. AS PARCEL
217
a 99.0
10. EXISTING PIT IS TO BE PUMPED AND BACKFILLED.
w
� f'O�;
98.6 ( S Ti
98.3 j SEPTic
1
SOIL
TEST _98.1 +1 s
98.0 .
\\ r 97.6 � . .`W`k 5 � �r ...
00
4� 4$, D.BOX,. I
97.1 J 8 �'� -� ,.--
95.6
96.2 ..fe" - is J ! 3
HEALTH DEPT. 1 "
1. �` a �f ,. _ ` `�� E', � i. ' � � �" � 8 � �f
-
i
�t
1
3
5,' F T "f `' � µ S. PROP- .t�' ..s ,fin . l $ -n A� o "ry` :
xAga . . k ..5 smv
FOR
aWnie
1711) DIG
co
l�� y�C'^"9Y!aa"�r,' r�-x •S^.rt �,. 231,
,9^vgA�!�Gr,
9"y+ipi. �T}to �, a �.�r•�•a geSlM fir* s�,
.ro., i , �.� xt , •iM1e •� .a'. �, k�3 ,i' �Rf.K ,1 4 w�{::.a
203 SETUCKET ROAD
P. 0. BOX 713
3856900 SOUTH DENNIS, MASS. 02660
�ylpq����f[SCA:L'
J DAT? E APR: 25; 20181 = 2D
REV._ __ _ _------- - +JOB N0.
}
LOCATION' MAP Rev. SHEET .1 CQF`` •1� �' �
+�w.v..r•:.W.[sse.F>rw. snt+.xr.Y.. aar-...Y_•�.,ax..cxm.�wx•aper..-^Mt�H.Y:u+Yswv�r:5arcwra.a*aarvsv�vxaew.row a:a�'.M•+w.+�+nwr_:y ivnw .,.wwr+mwrwu.w.a.r un�eanaaw�awa' - . . ... � i
C.' 88,F'R048008-00dw_q k8008-5AS.DWG 0 2018 SW'EETSER ENGINE1-R11,1 , j
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR ----00----
C
FINAL SPOT ELEV.A-900
FINAL CONTOUR -------._()U
5
SOIL TEST• LOCATION
UTILITY POLE -O-
t
TOWN WATER =W- . _�:-yy-�
1
E
CATCH 13ASIN ; fm) .
I`
-f.
GAS LINE =---G=------
f
CLEAN OUT'- C.O.
CESSPOOL C.P. Q
5,' F T "f `' � µ S. PROP- .t�' ..s ,fin . l $ -n A� o "ry` :
xAga . . k ..5 smv
FOR
aWnie
1711) DIG
co
l�� y�C'^"9Y!aa"�r,' r�-x •S^.rt �,. 231,
,9^vgA�!�Gr,
9"y+ipi. �T}to �, a �.�r•�•a geSlM fir* s�,
.ro., i , �.� xt , •iM1e •� .a'. �, k�3 ,i' �Rf.K ,1 4 w�{::.a
203 SETUCKET ROAD
P. 0. BOX 713
3856900 SOUTH DENNIS, MASS. 02660
�ylpq����f[SCA:L'
J DAT? E APR: 25; 20181 = 2D
REV._ __ _ _------- - +JOB N0.
}
LOCATION' MAP Rev. SHEET .1 CQF`` •1� �' �
+�w.v..r•:.W.[sse.F>rw. snt+.xr.Y.. aar-...Y_•�.,ax..cxm.�wx•aper..-^Mt�H.Y:u+Yswv�r:5arcwra.a*aarvsv�vxaew.row a:a�'.M•+w.+�+nwr_:y ivnw .,.wwr+mwrwu.w.a.r un�eanaaw�awa' - . . ... � i
C.' 88,F'R048008-00dw_q k8008-5AS.DWG 0 2018 SW'EETSER ENGINE1-R11,1 , j