HomeMy WebLinkAbout83-1874 - Septic Design002' c USGS PROBABLE WATER TABLE ELEV. _,f' 2� GARBAGE DISPOSAL UNIT NO '
{ DISPOSAL SYSTEM pRQf ILG �. , 13.0 OBSERVED WATER ,TABLE (3/15/08) ELEV. _ _3.H0_.. TOTAL ESTIMATED FLOW -
SEWAGE
......�.... ..r trr••r umi r ri ry _ - -9 qn i-- .... 1n I .v v 4 Do\' AIA ...ret In AY. '
_ %-`� - :. 73.1\... `, , 73.4 /' JJ is , , 020. U. / 4 41
/41MLT OF 5 RESERVE LEACHING CAPACITY 483.48 GAL,/DAY
OVL'I D 13.6
1500 SOIL✓ P./ NOTES:
TEST ,/ �E 1: ALLWOR KMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. `
12.5 / p J r TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
TH.SUBURFACE DISPOSAL OF SEWAGE:
F l }i12.3 2. ALL.COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
-"'(12) J k..
/ -- �`- B 1a0'dED \ 13.4. ALL C 8" OF FINISHED GRADE.
1Y,g � 1 Z. ALL COMPONENTS Of: THE SANITARY SYSTEM SHALL 8E CAPABLE OF
/ WITHSTANDING H-10 LOADING UNLESS THEY 'ARE UNDER OR WITHIN
�a 10 FT. OF DRIVES OR PARKING AREAS. H-20.LOADING 'SHALL BE
* 0 I USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
13.0
Bm\cm'� 4, BE MORTARED iNNPLACE.ANY MASONRY UITS ED TO BRING COVERS 70 GRADE SHALL
TOP OF FOUNDATION
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ,
3P 7 % EV• _ 11.59 DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
t1V 1- OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
S (NGVD) ' V
D. 1�?7 10• F 5 a 15.3 8:'U nLITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
/ l BOX p / ' IS TO CALL "DIG -SAFE "AT 1-88camovT8-344-7233 AT LEAST 72 HOURS
QEYAMM. 1132
PRIOR TO COMMENCING WORK ON SITE.
� 11.4 ^p.p � `� \ ' - 7.
'CONTRACTOR 15 7O VERIFY GRADES AND ELEVATIONS AS WELL AS
10 2 �� 9' SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
? 11,7 a� i S TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
<' C FAO4y�4✓ \ 12.7 IMMEDIATELY. 9-ae 119 10,0
P- - 12.4 8. PARCEL IS IN FLOOD ZONES �) '
• 11.7 E 100
0.1 \\\,\V r9 9'3 9. LOT IS SHOWN ON ASSESSORS MAP 7 AS PARCEL
5N \
ORAGE AEBU1LT) I 'k? > \\ p QPO \ 10.'ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
\ 5i IE RE 9.7 \, \ 6 FOR A`MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
(TO 71 9.8 �\\\\\} S \ �;\ ` REPLACED' WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
\'\ FY\ \ �l ., 11. EXISTNG WELL S TO BE .ABANDONED AND REPLACED WITH TOWN WATER,
\
1` RF 11 w ':. *; til 12. EXISTING DWELLING, SEPTIC, AND ALL UTILITIES ARE TO BE REMOVED '
I C Ev Chi �9 Z < <� :' !, \ 60 AND REPLACED WITH NEW.
,. 06 .j, i \,"=moi/\,\\ X,
11.0
11.2 go-,•' ..,, - .
1500 GALLON afG }, \ ''i e \
11.0 SEPTIC TANK
.4
}1 J x: "" APPROVED: BOARD OF HEALTH'
v r ty3�9 7
� LOT. 6
28,3320 f SF. DATE AGENT
PROPOSED SEPTIC DESIGN
11.79 10.7 A "�41 1 : h �� �, . t�/:. (, ZB . -FOR : -
' a
43' HEE ASS
CP OCIATES
oi s.2
Loc, LOT, /\T 6;
m �^ �I ` �, 91CROi�ELL
.
%� h ,P , rOcv5
H � READ, VEST YARMOUTH
rn
10.9
SrME75ER MGflMMWG ;
/ N / .. 9.2 O - - - - 203 SETUCKET 'ROAD
9.5 ,
9.t t4' 508 CntlPrir�B�IC7 ASS n�aan
1
.
•
-
S..
TE
-_
DATE OF SOIL HSS. 2006
`
TOP OF FOUNDATION°20
FT.
MINIMUM FROM CELLAR
-�
SOIL TEST DONE BY SWFFT4 R N 1)JEERINC
14.50
10 FT. MINIMUM
10 FT, MINIMUM
10
FROM ,SLAB OR CRAWL SPACE
CLEAN SANDWITNESSED
BY- P PFN� up
ELEV."�.
-:.
(NGVD)
- = CONCRETE
':
_ •, INSPECTION PORTOBSMVAjJoN
HOLE I ' El FV.. 12,30
COVERSLOAM
4" SCHEDULE 40 PVC PIPE
AND SEED
:PERCOLATION RATE -< 2 MIN.,ANCH AT ' SO INCHES
„
MIN. PITCH 1/8" PER FT,
2" LAYER OF
I
DEPTH
HORIZ
--TEXTURE
COLOR MOTT. OTHER
1 /8" TO 1/2'.
WASHED STONE
O-9
Ap
LOAMY SAND
S
10YR3/3 NO ROOTS
"
MAX _-'
14 1228 IAtN.
OTT�EOUIRED
1.95
4" CAST IRON PIPE
-"
-
9-38
B -LOAMY
SAND
10YR5f6 ROOTS
'(OR EQUAL) MINIMU me
7
d
PITCH 1/4 -,PER FT.
36-120
C,
MEDIUM/
2.5Y7/6
m
_
FINE SAND
11.53
FLOW UNE
, ..
MINIMUM-
10.05
ELEV. X55
10'
MIN
.o.
D"
LEV. 6
0 0:
_
+
010
o
1---,-0
-
SLAB
ELEV. e �_
X12_08 Li:=
°
e
£LEV.
o
' c USGS PROBABLE WATER TABLE ELEV. _,f' 2� GARBAGE DISPOSAL UNIT NO '
{ DISPOSAL SYSTEM pRQf ILG �. , 13.0 OBSERVED WATER ,TABLE (3/15/08) ELEV. _ _3.H0_.. TOTAL ESTIMATED FLOW -
SEWAGE
......�.... ..r trr••r umi r ri ry _ - -9 qn i-- .... 1n I .v v 4 Do\' AIA ...ret In AY. '
_ %-`� - :. 73.1\... `, , 73.4 /' JJ is , , 020. U. / 4 41
/41MLT OF 5 RESERVE LEACHING CAPACITY 483.48 GAL,/DAY
OVL'I D 13.6
1500 SOIL✓ P./ NOTES:
TEST ,/ �E 1: ALLWOR KMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. `
12.5 / p J r TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
TH.SUBURFACE DISPOSAL OF SEWAGE:
F l }i12.3 2. ALL.COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
-"'(12) J k..
/ -- �`- B 1a0'dED \ 13.4. ALL C 8" OF FINISHED GRADE.
1Y,g � 1 Z. ALL COMPONENTS Of: THE SANITARY SYSTEM SHALL 8E CAPABLE OF
/ WITHSTANDING H-10 LOADING UNLESS THEY 'ARE UNDER OR WITHIN
�a 10 FT. OF DRIVES OR PARKING AREAS. H-20.LOADING 'SHALL BE
* 0 I USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
13.0
Bm\cm'� 4, BE MORTARED iNNPLACE.ANY MASONRY UITS ED TO BRING COVERS 70 GRADE SHALL
TOP OF FOUNDATION
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ,
3P 7 % EV• _ 11.59 DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
t1V 1- OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
S (NGVD) ' V
D. 1�?7 10• F 5 a 15.3 8:'U nLITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
/ l BOX p / ' IS TO CALL "DIG -SAFE "AT 1-88camovT8-344-7233 AT LEAST 72 HOURS
QEYAMM. 1132
PRIOR TO COMMENCING WORK ON SITE.
� 11.4 ^p.p � `� \ ' - 7.
'CONTRACTOR 15 7O VERIFY GRADES AND ELEVATIONS AS WELL AS
10 2 �� 9' SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
? 11,7 a� i S TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
<' C FAO4y�4✓ \ 12.7 IMMEDIATELY. 9-ae 119 10,0
P- - 12.4 8. PARCEL IS IN FLOOD ZONES �) '
• 11.7 E 100
0.1 \\\,\V r9 9'3 9. LOT IS SHOWN ON ASSESSORS MAP 7 AS PARCEL
5N \
ORAGE AEBU1LT) I 'k? > \\ p QPO \ 10.'ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
\ 5i IE RE 9.7 \, \ 6 FOR A`MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
(TO 71 9.8 �\\\\\} S \ �;\ ` REPLACED' WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
\'\ FY\ \ �l ., 11. EXISTNG WELL S TO BE .ABANDONED AND REPLACED WITH TOWN WATER,
\
1` RF 11 w ':. *; til 12. EXISTING DWELLING, SEPTIC, AND ALL UTILITIES ARE TO BE REMOVED '
I C Ev Chi �9 Z < <� :' !, \ 60 AND REPLACED WITH NEW.
,. 06 .j, i \,"=moi/\,\\ X,
11.0
11.2 go-,•' ..,, - .
1500 GALLON afG }, \ ''i e \
11.0 SEPTIC TANK
.4
}1 J x: "" APPROVED: BOARD OF HEALTH'
v r ty3�9 7
� LOT. 6
28,3320 f SF. DATE AGENT
PROPOSED SEPTIC DESIGN
11.79 10.7 A "�41 1 : h �� �, . t�/:. (, ZB . -FOR : -
' a
43' HEE ASS
CP OCIATES
oi s.2
Loc, LOT, /\T 6;
m �^ �I ` �, 91CROi�ELL
.
%� h ,P , rOcv5
H � READ, VEST YARMOUTH
rn
10.9
SrME75ER MGflMMWG ;
/ N / .. 9.2 O - - - - 203 SETUCKET 'ROAD
9.5 ,
9.t t4' 508 CntlPrir�B�IC7 ASS n�aan