HomeMy WebLinkAboutEngineered Plan - 19901 0
EL. 10 FT MIN.
4" CAST IRPN PIPE
(OR EQUAL,) MIN.
R F
PITCH 1/4 PER T.
p
EL= `
0
20 FT. MIN.
to
CONCRETE,
SOV ERS —
FLOW LINE
10,1
MIN.`r
I
SOIL TEST
' DATE OF SOIL TEST
WITNESSED BY ✓ �- ;'rte<:,�:`
411 SCH. 40 PyC PIPE
CLEAN SAND
PERCOLATION
RATE MIN. INCH
MPV. PITCH 1/8' PER FT.
{
OBSERVATION HOLE I
OBSERVATION HOLE 2
CONCRETE
COVERS
211 LAYER OF
,
ELEV, I Uf
ELEV.=
1/8/1— 1/21 WASHED
° --
STONE
P'i
qq- `t
EL — 2,01
EL = �. — LEVEL x
3 EL= 13Z'
EL.=
DIST EL.
oo v o �,� WATER AT ��: EL = �`�' ' WATER AT i r EL.-
BOX
3/4"- 11/2" 0 •o° u o o
c o w Q ,
GALLON wasHEo STONE p ° � o o� DESIGN CALCULATIONS
l 0 O �'
SEPTIC TANK w ° �° EL.= '`"
PRECAST LEACHING'` '' NUMBER OF BEDROOMS J
BASIN OR EQUIV. GARBAGE DISPOSAL UNIT �/t>
(J
6 DIAM, ( < TOTAL ESTIMATED FLOW
GAL./BR./DAY x BR.) = ; GAL. / DAY
1 ,SEWAGE DISPOSAL SYSTEM PROFILE
" %'-� GAL.
y � REQUIRED SEPTIC TANK CAPACITY
NOT TO SCALE ► ,ACT UAL SIZE OF SEPTIC TANK / 4''' GAL.
^J LEACHING AREA REQUIREMENTS
BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL.=
1 B0 SERVED WATER TABLE ( / / ) EL.= \� SIDEWALL AREA -�' GAL./S.F
BOTTOM AREA GAL./S.F
t LEACHING CAPACITY( BOTTOM+ SIDEWALL) �� GAL.
4 _
1 • it' � l � 1 j G ,r �' � I _� `' x
LEGEND ) U R.
1 �' RESERVE LEACHING `CAPACITY -� �� 'f
GAL.
X
�
V
EXISTING SPOT ELEVATION t -
OOz0
d
EXISTING CONTOUR — -- - 00—
FINAL
0 FINAL SPOT ELEVATION ® NOTES
F FINAL CONTOUR 00
` + I ALL WORKMANSHIP AND MATERIALSSHALL CONFORM TO D.E 4E
f, SOIL TEST LOCATION�
t' ; TITLE 5 AND THE TOWN OF � "� RULES AND
� Ir
.. ._.._ _ . ,........ jr •r v int �
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.. , ....-�"`r.., �.,,_ ., _. .:.. ,.... ..... sa-.: '. _ - . _ .. _ - _ _ _ _ _ - - ^!_ — ss.cp!.r swrrar+r•. T'. .a�e•a wh,e+.�:. -tn s.. ,C .. A.R.?� ,_ - , - _
TOWW - ==—\ v
N WATER W 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT' TO
CATCH BASIN "
I � � 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
t I.
WITHIN( 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING
1 i 1 i
MIN. FRONT SETBACK � � SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING.
MIN. REAR SETBACK 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
{� rfO�ri 7 1 l al Ili 0
S at t ,t- 2 MIN. SIDE SETBACK SHALL BE MORTARED IN PLACE.
r
6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
' f s, DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
102 y ` V .f �-.✓..'n�` ,a t`'S� I �. �J.f
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
1 1�113
i G)t _ ..a?., TA
i' 1 •Ri i 1�i2y '
t S v APPROVED BOARD OF HEALTH
}
C',
4Sr�,,,.�yt��`
2'} DTE AGENT
PROJECT LOCATION,
t
i
4PPLICANTt
SCALE: ii ` 7D ! DATEI/�_� y 71 go
REV. j REV.