HomeMy WebLinkAbout83-967 - Sewage Disposal1
I
r
X f. T •.N,! 20 FT. MIN. n
i TOP OF FOUND. _ SOIL T EST J
r E : _ rt, 10 FT. MIN. DATE ' OF SOIL TEST J2— t-
I - CONCRETE � Y ! CLEAN SAND WITNESSED BY :
COVERS 4 SCH. 40 PC PIPE l PERCOLATION RATE MIT
MIN. PIT cH I/e' PER Fr. OBSERVATION HOLE I OBSERVATION HOLE 2
P CONCRET 2" LAYER OF ELEV.= �.rFJ ELEV.=
I 12 COVERS
1 4 CAST IRPN PIPE p 1/8"- I/ 2' WASHED
(OR EQUAL, MIN.STONE " c 5r,,,
i PITCH I/4 PER FT. icr�r .Y
''
FLOW LINE`"
EIQ„ -N Lo
i EL=]b ,
ZS% ti V' 1
EL =;(Su a : LEVET x
EL= 16
I - j ZS'o EL,= zY w
,? %
`r 1 DIST. EL =a y WATER AT EL.= WATER AT EL.=
BOX
G 3/4'- 1 IL2"
�i°a°/•o° oa ;oa
n E
DESIGN CALCULATIONS
SEPTIC TANK W o EL.=
PRECAST LEACHING NUMBER OF .BEDROOMS
BASIN OR'EQUIV. �, GARBAGE DISPOSAL UNIT ,vU
t 6 DIAM. TOTAL ESTIMATED FLOW
z?f (110 GAL./BR./DAYX 9 BR.) ��[�`_GALlDAY
SEWAGE DISPOSAL SYSTEM PROFILE REQUIRED SEPTIC TANK (CAPACITY GAL.
NOT TO SCALE
--_=_�- '' ACTUAL SIZE OF SEPTIC TANK ,eOdYi GAL
_�—
BOTTOM OF TE.,T HOLE -OR—USGS-PROBABLE—WATER=TABLE- EL._ <o C� LEACHING AREA REQUIREMENTS
SIDEWALNPI 1_ j,11LC Y-6 ; h 1 --OBSERVED-WATER TA 0 L / / ) EL.= BOTTOM L AREA - AREA �iAL./S.F.
•'
- ... �•-_- y`, ' , t 1yl'ft LEACHING CAPACITY (BOT GAL./S.F
` OMtSIDEWALL)' ��D'GAL.
-^ _.".. `'-• 'r j! 4 r, -f 1 i i� �s :: .`7 Y Ttr:r'.. i?{.'1 h
;7
!,4
LLt
LEGEND=
--� RESERVE LEACHING CAPACITY 7�� (' GAL
' - EXISTING SPOT ELEVATION OOxO
EXISTING CONTOUR. ----00----
,
FINAL SPOT ELEVATION :®
NOTES
FINAL CONTOUR 00
L ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.O.E.
* . , SOIL TEST LOCATION r » t, r
�- ,. • TITLE .. AND THE TOWN OF 1, r``i : j,.r 3-� RULES AND
UTILITY POLE REGULATIONS FOR THE SUBSURFACE OISPOSAL OF SEWAGE.
ALL COVERS TO SANITARY UNITS SHALL BE BROUC-Hl TO
4%°\ :.` CA BASIN \ .
� t-'--'"°-, - r 'CH � I WITHIN 12�� OF FINISHED GRADE
EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
t e '�;✓ .A ,� �� y - a 4: ALL COMPONENTS OF, THE SANITARY SYSTEM SHALL 8E CAPABLE
'd /f' �`" E 1'' t' ? OF WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR
WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING
MIN. FRONT SETBACK SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING.
5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
MIN
. REAR SETBACK
MIN SIDE SETBACK SHALL '13E MORTARED IN PLACE.
q
l 6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
y. �, DEEDED OR ZONING REGULATIONS, OWNER /APPLICANT IS TO _
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
� � �'
IN, 'i�=rr, `` APPROVED= BOARD OF HEALTH
w4!
DATE } AGENT
It , • , � " 7 yr e " ii 00��"o
tel
f I $ 4
t '
.-.--�'
SCALE, ` f _ r DATE, / n
REV •-,:d t'.r" FEY-
0
EV
S��}, LOCATION MA? Boa r+o. J SHEET OF
f A I,
ems✓ Plzz; 90 E•
r
I
I
X f. T •.N,! 20 FT. MIN. n
i TOP OF FOUND. _ SOIL T EST J
r E : _ rt, 10 FT. MIN. DATE ' OF SOIL TEST J2— t-
I - CONCRETE � Y ! CLEAN SAND WITNESSED BY :
COVERS 4 SCH. 40 PC PIPE l PERCOLATION RATE MIT
MIN. PIT cH I/e' PER Fr. OBSERVATION HOLE I OBSERVATION HOLE 2
P CONCRET 2" LAYER OF ELEV.= �.rFJ ELEV.=
I 12 COVERS
1 4 CAST IRPN PIPE p 1/8"- I/ 2' WASHED
(OR EQUAL, MIN.STONE " c 5r,,,
i PITCH I/4 PER FT. icr�r .Y
''
FLOW LINE`"
EIQ„ -N Lo
i EL=]b ,
ZS% ti V' 1
EL =;(Su a : LEVET x
EL= 16
I - j ZS'o EL,= zY w
,? %
`r 1 DIST. EL =a y WATER AT EL.= WATER AT EL.=
BOX
G 3/4'- 1 IL2"
�i°a°/•o° oa ;oa
n E
DESIGN CALCULATIONS
SEPTIC TANK W o EL.=
PRECAST LEACHING NUMBER OF .BEDROOMS
BASIN OR'EQUIV. �, GARBAGE DISPOSAL UNIT ,vU
t 6 DIAM. TOTAL ESTIMATED FLOW
z?f (110 GAL./BR./DAYX 9 BR.) ��[�`_GALlDAY
SEWAGE DISPOSAL SYSTEM PROFILE REQUIRED SEPTIC TANK (CAPACITY GAL.
NOT TO SCALE
--_=_�- '' ACTUAL SIZE OF SEPTIC TANK ,eOdYi GAL
_�—
BOTTOM OF TE.,T HOLE -OR—USGS-PROBABLE—WATER=TABLE- EL._ <o C� LEACHING AREA REQUIREMENTS
SIDEWALNPI 1_ j,11LC Y-6 ; h 1 --OBSERVED-WATER TA 0 L / / ) EL.= BOTTOM L AREA - AREA �iAL./S.F.
•'
- ... �•-_- y`, ' , t 1yl'ft LEACHING CAPACITY (BOT GAL./S.F
` OMtSIDEWALL)' ��D'GAL.
-^ _.".. `'-• 'r j! 4 r, -f 1 i i� �s :: .`7 Y Ttr:r'.. i?{.'1 h
;7
!,4
LLt
LEGEND=
--� RESERVE LEACHING CAPACITY 7�� (' GAL
' - EXISTING SPOT ELEVATION OOxO
EXISTING CONTOUR. ----00----
,
FINAL SPOT ELEVATION :®
NOTES
FINAL CONTOUR 00
L ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.O.E.
* . , SOIL TEST LOCATION r » t, r
�- ,. • TITLE .. AND THE TOWN OF 1, r``i : j,.r 3-� RULES AND
UTILITY POLE REGULATIONS FOR THE SUBSURFACE OISPOSAL OF SEWAGE.
ALL COVERS TO SANITARY UNITS SHALL BE BROUC-Hl TO
4%°\ :.` CA BASIN \ .
� t-'--'"°-, - r 'CH � I WITHIN 12�� OF FINISHED GRADE
EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
t e '�;✓ .A ,� �� y - a 4: ALL COMPONENTS OF, THE SANITARY SYSTEM SHALL 8E CAPABLE
'd /f' �`" E 1'' t' ? OF WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR
WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING
MIN. FRONT SETBACK SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING.
5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
MIN
. REAR SETBACK
MIN SIDE SETBACK SHALL '13E MORTARED IN PLACE.
q
l 6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
y. �, DEEDED OR ZONING REGULATIONS, OWNER /APPLICANT IS TO _
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
� � �'
IN, 'i�=rr, `` APPROVED= BOARD OF HEALTH
w4!
DATE } AGENT
It , • , � " 7 yr e " ii 00��"o
tel
f I $ 4
t '
.-.--�'
SCALE, ` f _ r DATE, / n
REV •-,:d t'.r" FEY-
0
EV
S��}, LOCATION MA? Boa r+o. J SHEET OF
f A I,
ems✓ Plzz; 90 E•
r
I