HomeMy WebLinkAboutEngineered Plan - 1992TOP OF FOUND.
EL. = 10-2-2
10 FT MIN.
4" CAST IRQN PIPE
(OR EQUAL, MIN.
PITCH 1/4 PER FT
EL = 9
EL
20 FT.. MIN.
CONCRETE
COVERS
12
FLOW LINE
MIN. 1`i
GALLON
SEPTIC TANK
4" SCH. 40 PYC PIPE
MIN. PITCH 1/8 PER FT
EL.=
ELI=,
DIST
BOX
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
1 7
CONCRETE
2" LAYER OF
ELEV. ELEV.
COVERS
RESERVE LEACHING GAL
1/8"— 1/2" WASHED
EXISTING SPOT ELEVATION OV
7-0
EX ISTINGCON TOUR 00—
STONE
FINAL SPOT ELEVATION FOO--
NOTES
FINA!, CONTOUR 097 _-
1. ALL WORKMANSHIP AND MATERIALS :SHALL' CONFORM TO _D.E
SOIL TEST LOCATION
TITLE 5 AND THE 'TOWN OF RULES AND
UTILITY POLE'
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF, SEWAGE.-
z
TOWN. WATER W =W
ALL-COVEm'Tl 0—S V41TAR
CATCH BASIN
WITHIN 12" OF FINISHED GRADE.
cli
.4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL, BE CAPABLE
OF WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR
710
WITHIN 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING.
MIN. FRONT SETBACK 370
SHALL BE USED UNDER OR WITHIN 10 FT OF DRIVES OR. PARKING..
MIN. REAR SETBACK -Z
5. ANY MASONARY UNITS USED TO BRING. COVERS, TO GRADE
MIN. SIDE SETBACK 19
SHALL BE MORTARED IN PLACE.
6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
LEVEL
-7, V4
R 2 �7 7- 7-7),r' -
OW ER./APPLICANTL IS TO
DEEDED OR ZONING REGULATIONS N
7'0
-5
4
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.L
APPROVED' BOARD OF HEALTH
EL.
= J
I, JIM 1p.m.,
DATE AGENT
EL
w
WATER AT EL.= WATER AT EL.=
opo3/4"
1 1/2"00
WASHED STONE
09
00
do 00 •
DESIGN CALCULATIONS f,,?
X00 0
PRECAST LEACHING
NUMBER OF BEDROOMS
GARBAGE. DISPOSAL UNIT
BASIN OR EQUIV.
DIAM.
c.
TOTAL ESTIMATED FLOW
' 0 GAL: / BR. DAY X BR.) GAL. DAY..
REQUIRED SEPTIC TANK CAPACITY GAL:
ACTUAL SIZE OF SEPTIC TANK f GAL.
BOTTOM OF TEST HOLE
WATER TABLE EE;__EL_
LEACHING AREA REQUIREMENTS
2_5' bAL./t.F
'
OR USGS PROBABLE
-------- 'OBSERVED WATER TABLE
EL.=
SIDEWALL AREA
BOTTOM AREA GAL./sF
I
r/ GAL
rl
A
6
v
7
Ir,
>( ------cP
P r
"A
L
OF
SHEET LOCATION JOB MAP
LEACHING LAPALA I T % OU I I um♦ olut—WAL.L.
3 57
LEGEND:
RESERVE LEACHING GAL
EXISTING SPOT ELEVATION OV
EX ISTINGCON TOUR 00—
FINAL SPOT ELEVATION FOO--
NOTES
FINA!, CONTOUR 097 _-
1. ALL WORKMANSHIP AND MATERIALS :SHALL' CONFORM TO _D.E
SOIL TEST LOCATION
TITLE 5 AND THE 'TOWN OF RULES AND
UTILITY POLE'
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF, SEWAGE.-
TOWN. WATER W =W
ALL-COVEm'Tl 0—S V41TAR
CATCH BASIN
WITHIN 12" OF FINISHED GRADE.
3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
.4. 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.
MIN. FRONT SETBACK 370
SHALL BE USED UNDER OR WITHIN 10 FT OF DRIVES OR. PARKING..
MIN. REAR SETBACK -Z
5. ANY MASONARY UNITS USED TO BRING. COVERS, TO GRADE
MIN. SIDE SETBACK 19
SHALL BE MORTARED IN PLACE.
6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
-7, V4
R 2 �7 7- 7-7),r' -
OW ER./APPLICANTL IS TO
DEEDED OR ZONING REGULATIONS N
7'0
-5
4
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.L
APPROVED' BOARD OF HEALTH
I, JIM 1p.m.,
DATE AGENT
"A
L
OF
SHEET LOCATION JOB MAP