HomeMy WebLinkAbout4 Centerboard Lane - Sewage Disposal Systems
t W. FT. OF
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D15Tt�18U�0� � 7
ISm BOX:{? HIGH 'CAPA�INF14TMATeR5 V.m
S t9 (TO aE PLACER ON`f1 W BAS) TO ABE WATER TESTED r , IN a /
4
1500 GALLON IF MORE THAN OIC -OUTLET tt X 36;� f° TRENCH FORMATION 5
a SEPTIC TANK {TO � off � e�sE} SOIL ABSORP7iON—LA''
WF1L
T�
33/4A4A t t _r JC`�iS s LM (SAS) ZONE f
SEWAGE DISPOSAL SYSTEM PROFILE "r:;3 USGS PROBABLE WATER TAMr ELEV. -""
i(OT TOSCALE OBSERVED WATER TABLE .t /' / ELMEL
4-3 nf, -70 �*b�, BOTIOW OF TEST It= EtEV. _
r �
i fl 4�
SOIL TEST
Rfo4 't . hi va-U4
OBSERVATIONtlOL.E 1 EIEV:� OBSERVATION if{3 2 ELEIr• J7.8
PERGO1 ATiE1 i Ra ti A7 7 ' + mem A31LSPt RATE SON,4Npt
DEPTFf
MOURE
LEGEND:
MOTT.
..
o_Z
Q
t9Q�sj„Ic '
TOTAL E'STAKIM FLOW
S£tIL TEST L:1CATtiS1
2
A
tIT[IITY POLE -O-
TOWN WATER �W ,...®..
ACTUAL SIZE Cr SEPTIC TAW
SOIL CLASSIFICATION
GILL..
/
CATCH BASIN \�
GAS UNE
CLEAN OUT e-�r ---_''
CESSPOOL C.P. Q
OM014 PERCOLATION RATE
EMUENT LOADING RATE
G 1-
(n y34i7X zx
_�
_ � Sk FT
AY/S.F.
LEA t IGrO AREA X RATE)
fl.�Y
3S%'o GAL/DAY
t?3X
y
10Q71
GAL/`DAY
NOTES:
1. ALL V=KMANSMf0 AND "ATER
d.2
r!a
TFI
►
LEGEND:
MOTT.
..
NUMBER OF:.9
GARBAGE OftPOSAL.UNIT
FINAL SPOT ENTIRE CONTWR AIM
TOTAL E'STAKIM FLOW
S£tIL TEST L:1CATtiS1
REQUM TAANK CAPACITY
GAL/DAY
GAL
tIT[IITY POLE -O-
TOWN WATER �W ,...®..
ACTUAL SIZE Cr SEPTIC TAW
SOIL CLASSIFICATION
GILL..
/
CATCH BASIN \�
GAS UNE
CLEAN OUT e-�r ---_''
CESSPOOL C.P. Q
OM014 PERCOLATION RATE
EMUENT LOADING RATE
G 1-
(n y34i7X zx
_�
_ � Sk FT
AY/S.F.
LEA t IGrO AREA X RATE)
fl.�Y
3S%'o GAL/DAY
t?3X
RESERVE LEACI*M CAPACITY
GAL/`DAY
NOTES:
1. ALL V=KMANSMf0 AND "ATER
d.2
r!a
cud f«s
NL'WATER ENCOIF W?fD AT 12-o' ELEV. 94?1 Y 1 /o WATER ENCOUNTERED AT 979
i 10. ALL UNSUITABLE MATERIAL SHALL BE: REMOVED FROM UNDER AND ONFORM � OSP
16 B Q r TOS � 21' � f' RULES AND
/ } FOR A MINIMUM OF 5' AROUND S01L AW"710N SYSTEM AND BE REGULATIONS FOR THE SUBOR-F-ACE DISPOSAL OF SEWAGE.
{ Z ALL COVERS TO SANITARY UN173 SMALL BE BROUGHT TO
REPLACED YOF MATERIAL UI SPECIFIED .7 IN 310 CMR FOUNDATION : E3). - - wITH01 V OF PImsHm GRADE.
11. A VARIANCE H HE IS REQUIRED I FOR TRO TOP OF FOUNDMRA TO 3. ALL COMPONENTS OF THE SANITARY SYSTEM SMALL BE CAPABLE OF
BE EVEN WITH THE HIGH POINT A THE ROAD. A NEGATIVE GRADE WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR WHIN
- ? OF AROUND
PER FUN STALL 8E MAINTAINED FOR A MINIMUM OF 15' t0 IT OF DRIVES qt PARKING AREAS. H-20 LOADI 6
AROUND THE FOUNDATION.
U
&
Q ty
3D
4
(Ie
��28
V \ Oy�X�
Ixa �
OV
4. �MASONARY U USED TO BRUNDER OR YMIN 10 FT. QF ING COVERS TO GRIAOE SMALL
BE MORTARED SN PLACE.
ta0 OrnatiMA11ON HAS BEEN MADE AS TD 0OMPLIANCE VAni
DEED OR Z04NG RECULATf t". gR <' F' k"1-13 TO
�TAGd %gUCH .
6. U GLITIES SHOWY ARLz',-
�:'z 9�1 COh11Rxx
IS TO CALL 'DI ,-SAFE` AT' �� b a
PRIOR TO COM11ENt ( ON T"""T 72 HOURS
r 7. CONTTdAGTm m A "VATS{XIS AS 6>Fll A9
Yi r I r1 I H ^ATE �W oI �-" Wft ON SIT%... ANY VMATIO.'d
TO` V r .E --RK !WM@ t�Bg J T `„ A OF THE DESIGN ENCYNEER
& PARCEL IS IN i,10t1 7 3.�E G
Fu? JIM 27 p 1� 08s r IS SHOWN ON A aL A's PARC. x 3 2
0
4
7�fii^srft'}tr �I
y�fi t.r UIP ill �ipr17 1V��
J
APPROVED: BOARD OF HEALTH
DATE AGENT
PROPOSED SEPTIC DESIGN
FOR
PROJECT LOCATION
S;.
EI.EY. a
LEGEND:
DESIGN CALCULATIONS
EXISMG SPOT ELEVATION ODBC
EIamO CONTOUR • - -M,,,,__--
NUMBER OF:.9
GARBAGE OftPOSAL.UNIT
FINAL SPOT ENTIRE CONTWR AIM
TOTAL E'STAKIM FLOW
S£tIL TEST L:1CATtiS1
REQUM TAANK CAPACITY
GAL/DAY
GAL
tIT[IITY POLE -O-
TOWN WATER �W ,...®..
ACTUAL SIZE Cr SEPTIC TAW
SOIL CLASSIFICATION
GILL..
/
CATCH BASIN \�
GAS UNE
CLEAN OUT e-�r ---_''
CESSPOOL C.P. Q
OM014 PERCOLATION RATE
EMUENT LOADING RATE
G 1-
(n y34i7X zx
_�
_ � Sk FT
AY/S.F.
LEA t IGrO AREA X RATE)
fl.�Y
3S%'o GAL/DAY
t?3X
RESERVE LEACI*M CAPACITY
GAL/`DAY
NOTES:
1. ALL V=KMANSMf0 AND "ATER
i 10. ALL UNSUITABLE MATERIAL SHALL BE: REMOVED FROM UNDER AND ONFORM � OSP
16 B Q r TOS � 21' � f' RULES AND
/ } FOR A MINIMUM OF 5' AROUND S01L AW"710N SYSTEM AND BE REGULATIONS FOR THE SUBOR-F-ACE DISPOSAL OF SEWAGE.
{ Z ALL COVERS TO SANITARY UN173 SMALL BE BROUGHT TO
REPLACED YOF MATERIAL UI SPECIFIED .7 IN 310 CMR FOUNDATION : E3). - - wITH01 V OF PImsHm GRADE.
11. A VARIANCE H HE IS REQUIRED I FOR TRO TOP OF FOUNDMRA TO 3. ALL COMPONENTS OF THE SANITARY SYSTEM SMALL BE CAPABLE OF
BE EVEN WITH THE HIGH POINT A THE ROAD. A NEGATIVE GRADE WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR WHIN
- ? OF AROUND
PER FUN STALL 8E MAINTAINED FOR A MINIMUM OF 15' t0 IT OF DRIVES qt PARKING AREAS. H-20 LOADI 6
AROUND THE FOUNDATION.
U
&
Q ty
3D
4
(Ie
��28
V \ Oy�X�
Ixa �
OV
4. �MASONARY U USED TO BRUNDER OR YMIN 10 FT. QF ING COVERS TO GRIAOE SMALL
BE MORTARED SN PLACE.
ta0 OrnatiMA11ON HAS BEEN MADE AS TD 0OMPLIANCE VAni
DEED OR Z04NG RECULATf t". gR <' F' k"1-13 TO
�TAGd %gUCH .
6. U GLITIES SHOWY ARLz',-
�:'z 9�1 COh11Rxx
IS TO CALL 'DI ,-SAFE` AT' �� b a
PRIOR TO COM11ENt ( ON T"""T 72 HOURS
r 7. CONTTdAGTm m A "VATS{XIS AS 6>Fll A9
Yi r I r1 I H ^ATE �W oI �-" Wft ON SIT%... ANY VMATIO.'d
TO` V r .E --RK !WM@ t�Bg J T `„ A OF THE DESIGN ENCYNEER
& PARCEL IS IN i,10t1 7 3.�E G
Fu? JIM 27 p 1� 08s r IS SHOWN ON A aL A's PARC. x 3 2
0
4
7�fii^srft'}tr �I
y�fi t.r UIP ill �ipr17 1V��
J
APPROVED: BOARD OF HEALTH
DATE AGENT
PROPOSED SEPTIC DESIGN
FOR
PROJECT LOCATION
S;.