HomeMy WebLinkAbout173 Pine Street Proposed Septic DeisgnDEPTH
HORIZ
TEXTURE
COLOR
MIN. ,PITCH 1/8" PER FT.
OTHER
2" LAYER OF
O /E `
SL /MED
IOYP2/2
5-10"
A
SAND
1/8- TO 1/2'
10-28"
B
L.S.
OYRG /4
"
ELEV. O
�
. S EL- STONE A
H94 W `
VENT
NOT REQUIRED
w
COBBLES
G�
B
4" CAST: IRON PIPE
IOYR7 /6
20% GRAVE
2G"-13
C '
FINE/MED
2.5Y8/3
SAND
OR EQUAL MI NIMUM
VARIED 1 R ON -
OXIDE LAYER
z
t CU. FT . OF
PITCH -1/4!' PER FT.
CONCRETE
rn
ANCHOR
9
FLOW LINE
ELEV. - 93.5
MIN. "
19
, w
2 0
0 0
0
• , , •
, 1
p
89 9
9 2. 8
GAS
-
ELEV. ��s�- ` LEVEL
6 SUMP ELEV. -9 2.1
o
•
ELEV._
ELEV.
BAFFLE
v.
ELE .��-
N
DISTRIBUTION 0
C ARGERS
4 CULTEC RE H
3 30
ELF.. _J
� STONE ON .ENDS
BOX _9I.°.�-
t SIDES
� STONE ON IDE
z
a
r
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-5"
O /E `
SL /MED
IOYP2/2
5-10"
A
SAND
IOYRG /8
10-28"
B
L.S.
OYRG /4
5%STONES /
5-i0'".
A
L S
IOYR4 /3
COBBLES
10-2G"
B
L.S.
IOYR7 /6
20% GRAVE
2G"-13
C '
FINE/MED
2.5Y8/3
SAND
VARIED 1 R ON -
OXIDE LAYER
DEPTH
HORIZ
TEXTURE
COLOR
M OTT.
OTHER
O_5"
O /E
5-10"
A
L.S.
IOYRG /8
10-28"
B
L.S.
OYRG /4
8-43"
Cl
L.S.
OYR5/8
3x66'
('2
ED/CRS E
7.5YR5/8
20% GRAVE
:-
6120
C3 -
MED /FINE
S 73.3
0 FIRM
B
A E
E PLACED.N S D _ � _
O B} TESTED (TTO BE WATER ', TRENCH FORMATI )N
12.3W �t' 3� L- WATER ENCOUNTERED AT WE ECFV. -
__ ..... G E V. - 8 5.1 ,- TE
IF MORE THAN ONE OUTLET WATER ENCOUNTERED AT � EL
EV. � WELL N /A
150
0 GALLON
TI
C TOTAL 6 55
NME_ .
FIRM BASE) ABSORPTION - PERC. PLACED ON R ) S O (L A B d- - ZONE _
(TO BE �i- N TOTAL .TIME. 6.35 ;'
SEPTIC TANK �i�' �y,�
w INDEX
FERC.
'."3 4 TO 1 1 2
c� / / SAS
SY
STEM
.IU
s
T
1 AD
- S '
tt" � ,f � STONE . CALCULATION
1 t�Gec� 1c�c.�r� .c f� WASHED T DESIGN S I G N
� �Iwz.k� � LEGEND.
_ - NUMBER OF BEDROOMS
�J
_ EXISTING SPOT .ELEVATION OOxO ,
t 5
USGS PROBABLE WATER TABLE'- ELEV. - _E� I GARBAGE DISPOSAL UNIT -N•D=—
BOTTOM OF TEST HOLE OR EXISTING CONTOUR ----00----
N /A OW
.TABLE )` ELEV. TOTAL ESTIMATED FL
SYSTEM PROFILE OBSERVED WATER ( / SPOT ELEVATION 00.0 t .D ,'
SEWAGE DISPOSAL FINAL P T
(40—GAL/BR./DAY X � BR.) � GAL./DAY
NOT TO SCALE FINAL CONTOUR OO
REQUIRED SEPTIC TANK CAPACITY 15IIi']_. GAL.
SOIL TEST LOCATION ® y5nQ GAL
UTILITY POLE
4 -o-
`ACTUAL SIZE OF SEPTIC TANK
, W �� SOIL. CLASSIFICATION�W— --�--
TOWN WATER �
P \
< 2 -MIN/
IN
.
CATCH BASIN DESIGN PERCOLATION RATE
EFFLUENTLOADING.ATE7�_GAL. DA
Y
S.F.
GAS LINE SQ. FT.
LEACHING AREA
-17
(r" (ARFA X' RATE
i %AL. DAY
GST" ACHING CAP .CITY ( F )
�AL DAY
�%U(p �{RESERVE LEACHING CAPACITY /
q ,
:y- --
_. NOTES.
..� O D.E.P.
1. ALL WORKMANSHIP AND MATERI
SH CONFORM T
YAC - � RULES AND
'TITLE 5 AND THE TOWN OF
OF SEWAGE.
r_---
REGULATIONS FOR THE SUBSURFACE DISPOSAL
R
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
....-- . _... . 6 0 FINISHED GRADE.
WITHIN F 1
l E OF
SYSTEM SHALL BE CAPABLE
3: All COMPONENTS OF THE SANITARY
WITHSTANDING H-10 LOADING UN
LESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
Q WITHIN 10 FT. OF DRIVES OR PARKING ARE
< USED UNDER R
- 0 GRADE SHALL
7 t UNITS USER `TO BRING COVERS T R
4
�`--_ M NAPr TION HAS BEEN MADE AS TO COMi'lr'AtvCE 'WITH
5. N0 DETEf7
S TO
' APPLICANT
. OWNER
i G REGULATIONS /
DEEDED OR ZON N
�aB \ :OBTAIN
SUCH DETERMINATION .FROM
APPROPRIATE AUTHORITY.
cEis `(' ACTOR'
% L EXCAVATION CONTRACTOR
cam' OWN ARE APPROXIMATE ONLY, 6, UTILITIES SH
_ _LEAST_72 HO R
_ 800 322 4844 AT
0' CALL DIG SAFE AT 1
i
ON SITE.
.'
PRIOR TO COM
MENCIN
G WORK
i
2 �
, S
1 A
S T0' VERIFY GRADES AND
ELEVATIONS A
SWELL
`�✓ � / � 7. CONTRACTOR
tS� .
Q S PRIOR TO COMMENCING WORK ON SITE
Y SITE CONDITI N
d
1 c
_l
a FLOOD ZONE
o-
� 8. PARCEL IS IN
F `�� AS PARCEL
.� 2 ON ASSESSORS MAP
. _v- i 9. L07 ,IS SHOWN
t ED
v' os s :.� � ,o
OP \ O�
R \ o. ,
P .
i - O O
0M
B.M. 11 P FC.B. r
0 \ �
1 R_ �
D
E
{ 6 0 �
'ASSUMED 0. U ON OUTLET' OF TANK _
.. O IOO RISERS REQUIRED AND D BOX.
1
L
oW
T.H. � r
_ 0 t
r jH
O
4),
z
TAN
Y
A
#1o
DAIGNEAULT
� a
No. 1095 �
F Cf E
4 s
1
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ROVED. BOARDOF HEALTH
_
rlr
,
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1C
..,,. �
DATE AGENT .
�.
PROPOSED SEPTIC DESIGN
II FOR
TED a MARYANN MILLER
F
SCALE ►� = 20
DATE -I -6-9J
REVISED OS N0.
I Z, V�4lGl rir� t,