HomeMy WebLinkAbout2 Virginia Street Proposed Septic DesignTOP Of FOUNDATION
ELEV. - 100.00
(ASSUMED)
a�t
PLUMDINO
TO fIr RAISED
AND PE-rlrED BY
IICCI'N'�t'D PIUMD[R
A5 NFFIIfD
10 FT.
4" CAST IRON PIPE
(OR EOUA
PITCH 1/4L) EIRIMUM FT.
ELEV. - _.lks
ELEV, - 54_,_
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HORIZ
TEXTURE
Y
MOTT. I
OTHER
r
CILL
NUMBER OF BEDROOMS Z i'+k4TAl�1
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE -
CLEAN SAND
CONCRETE
COVERS 4• SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH 1/8" PER FT.LAYER OF
TO 1/2"
µ,aS/frn STONE
tVDINT
4 PEOUIRED
t � �
FLOW LINE
10" OO000000000 uj
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ELEV. -L� 2d ° 00000000000 { ° °
GAS ELEV. e �1{.~I 6• SUMP ELEVL=`C�' S °° 00000000000
BAFFLE DISTRIBUTION - ° °
wr_ v E�LEEV. _ ° ° ° 00000000000
< . BOX _nq,7L- - e° e ° e e ELEV.
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED i) 500 CALLOW DRYI4ELGS W77N STOA/E�
1500 GALLON IF MORE THAN ONE OUTLET t
SEPTIC TANK (TO BE PLACED ON FIRM BASE) 1N AN,14' X XZ77 TRENCH rORYAAON WELL
ZONE
3/40 TO 1 1/2" CLEAN SOIL ABSORPTION, INDEX
DOUBLE FREE OFWASHED FINES &SSIILT SYSTEM SAS ADJUST
USGS PROBABLE WATER TABLE ELEV.
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / • ) ELEV. = T
NOT TO SCA:.E BOTTOM OF TEST HOLE ELEV.
(
j
I
WpGINIA STREET
qq, !.
.98.4
8 42. ° t� 98.2
l I
98.7
LEGEND:
EXISTING SPOT ELEVATION x0.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR m
SOIL TEST LOCATION
UTILITY POLE
TOWN WATER -w-.a W
CATCH BASIN
GAS LINE G -
CESSPOOL' OP
CLEANOUT --e"' C.O.
97.9 d8r 1 \ r ,97.5.
'fig,/
ja
100.60 dr 97.0 ,
6.5' t 96.6 1:� /. -- 366° j ' '.
\ 97.4 85.22
m
J� 97.1
SOIL TEST
DATE OF SOIL TEST�iGt.t
SOIL TEST DONE BY Ti ...iF+ i=t^;
WITNESSED BY _ r Jtixt4
OBSERVATION HOLE 1 ELEV.-__gLG^s
PERCOLATION RATE MIN./INCH AT� INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. I
OTHER
0-S
CILL
NUMBER OF BEDROOMS Z i'+k4TAl�1
. 92.4 ``�'� `
LOT 5
12"300 f S F. .
s
92.8. 100.20'
REQUIRED SEPTIC TANK CAPACITY - I _., GAL
38-
C
r,If
�
`•-'9}.9_9?J�
� �
YkE't�1UM
DESIGN PERCOLATION RATE < 5 MIN./IN.
EFFLUENT LOADING RATE _4Z_ GAL/DAY/S.F.
91.3
LEACHING AREA _ SO. FT, -
{
I
iU`t�uDx2
SOIL TEST
DATE OF SOIL TEST�iGt.t
SOIL TEST DONE BY Ti ...iF+ i=t^;
WITNESSED BY _ r Jtixt4
OBSERVATION HOLE 1 ELEV.-__gLG^s
PERCOLATION RATE MIN./INCH AT� INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. I
OTHER
0-S
CILL
NUMBER OF BEDROOMS Z i'+k4TAl�1
GARBAGE DISPOSAL UNIT AIO
TOTAL ESTIMATED FLOW J
( 110 GAL/BR./DAY X 3 bR) 3c GAL/DAY
REQUIRED SEPTIC TANK CAPACITY - I _., GAL
38-
C
r,If
SOIL CLASSIFICATION
t'yn
YkE't�1UM
DESIGN PERCOLATION RATE < 5 MIN./IN.
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11 DATE AGENT.
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s,'s�',zHor-reams ::.
' TANYA
DAIGNEAULT
No. 1095
.01
h
)
,Q�ifBLOC.2 VIRGINIA' :-STREET
VEST YARMOUTH,, MASS.
lm 51.
�a"4`
� NR DATE iSCALE 1 .20
j
LVCU REV SE❑ JOB N0. S7
LOCATION MAPREWnsED SHEET 1 OF$HEET 1 1
C' SB PROJ 1665-00 dw 2665-sos.D11'G O T.A DUMAS
NO WATER ENCOUNTERED AT 132 ELEV. _ $5
DESIGN CALCULATIONS
NUMBER OF BEDROOMS Z i'+k4TAl�1
GARBAGE DISPOSAL UNIT AIO
TOTAL ESTIMATED FLOW J
( 110 GAL/BR./DAY X 3 bR) 3c GAL/DAY
REQUIRED SEPTIC TANK CAPACITY - I _., GAL
ACTUAL SIZE OF SEPTIC TANK L-45DI GAL
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE < 5 MIN./IN.
EFFLUENT LOADING RATE _4Z_ GAL/DAY/S.F.
LEACHING AREA _ SO. FT, -
LEACHING CAPACITY (AREA X RATE) 6qOLl GAL/DAY
iU`t�uDx2
RESERVE LEACHING CAPACITY .GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL
OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6` OF
FINISHED GRADE. -
3. ALL COMPONENTS OF THE 'SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS,
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE ,
MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED
OP ZCmIINS RFPULAT?ON5. Ov,*IER / A-PL!CAYf 15 TO OPTA'N '!MN
.
DETERI/'NATi0N FN,X,' AUTHI_"P'TY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVA11ON CONTRACTOR
IS TO CALL 'DIC -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
PPIOR TO COMMENCING 9WOPK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
5TE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY
VAP!APON iS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN
ENGINEER IMMEDIATELY...
8. PARCEL IS IN FLOOD ZONE ` O
9. LOT IS SHOWN ON ASSESSORS MAP _0.R_ AS PARCEL _QVL�
1p. �'tJ'(iJI"'-F: t�-✓.'�2, 31S"IOf�l (+1dtt.G �a�' h-��3-+°�'!7b177?PSL.�'
APPROVEb• BOARD OF HEALTH
z
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11 DATE AGENT.
rry
s,'s�',zHor-reams ::.
' TANYA
DAIGNEAULT
No. 1095
.01
h
)
,Q�ifBLOC.2 VIRGINIA' :-STREET
VEST YARMOUTH,, MASS.
lm 51.
�a"4`
� NR DATE iSCALE 1 .20
j
LVCU REV SE❑ JOB N0. S7
LOCATION MAPREWnsED SHEET 1 OF$HEET 1 1
C' SB PROJ 1665-00 dw 2665-sos.D11'G O T.A DUMAS