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SEPTIC PROFILE
T.O.F. AT EL. S 3. S---
ACCESS COVER TO WITH?.I 6' OF FIN. GRADE (NOT To scA»
ACCESS COVER (WATERTIGHT) TO
_�—.�.51 r p)MINIMUM .75' OF COVER OVER PRECAST r _''SIN it OF FIN. GRADE
+ RUN PIPE LEVEL
.0 FOR FIRST 2'
PROPOSED Soo
GALLON SEPTIC sjl, o
��. TANK (H— 10 ) GAS
BAFFLE
(_l_t SLOPE) �_6' CRUSHED STONE OR MECHANICAL o
I COMPACTION. (15.221 [2])
DEPTH OF FLOW (--R SLOPE) (--LX SLOPE)
TEE SIZES:
INLET DEPTH 1O
OUTLET DEPTH
FOUNDATION— 27 — SEPTIC TANK (/ D' BOX
�IL�ll PT
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
aO�(O ODOO
OC70O OOO
2':' 03=00 0 ODO= r
3/4 TO 1 1/Z' DOUBLE WASHED STONE
LA
T ��\
1
A
RN
0
96,0 Q
0 m 4p
UKP
Z 1 c\ \ \ H
c S
Sk f
7
LEACHING
FACILITY
t0-1 '��
'Q
�VT `t
3' MAX.
h-7. o
IN
TEST HOLE LOGS
ENGINEER:
WITNESS:-
101120
ITNESS: 101120 R9:0/,DATE: Io-�-a�
PERC. RATE
CLASS —� SOILS P#
O"
v;
A P IdE:i
�RtJ.Rh1"-I� i f"
rr.elv.Fll "-;;TTEE •
QYHRO
I&
ELEV.
50.
7 -
f -e-11
?.e
Z
a
LOCATION MAP SCALE 1" = 2, ,,, I
ASSESSORS MAP 1'1/1 PARCEL A 'H -
ZONING DISTRICT: iL 4" C
YARD SETBACKS:
FRONT
SIDE
REAR = 2U -
PLAN REF. - 354541`
FLOOD ZONE: C,
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— — C091— — EXISTING CONTOUR
BOARD OF HEALTH
I'SITE AND. S/EVIAGE PLAN
OF All �O tij
IN THE TOWN OF:
��-
PREPARED FOR:
0
Ivo
Ivo
�jV
10.1
�
DATE:
NOTES:
H12
SEPTIC DESIGN_ (GARBAGE DISPOSER
Is rao'( A Uw - e )
1.
DATUM IS
DESIGN FLOW: _lf� BEDROOMS (,IOGPD)="'b3oGPD
2.
MUNICIPAL W8 -TER IS
USE Aa:;�a GPD DESIGN FLOW
3
MINIMUM PIPE PITCH TO BE 1/8" PER F60T.
n nnr)
4
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
:J,
W:�Q41
, ..'E vVIiY,J tV JL m •vim ..r TCRT!T,
USE A 1P GALLON SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TnE V.
T+
-�
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES:
USED FOR LOT LINE STAKING.
BOTTOM: �4� °x•93
�`� ZIe)
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 574_ S.F.
�'�`� GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
�5E �aG�a�. l (ttit�lrlt�
[iiP�I�1Lh
FROM BOARD OF HEALTH.
���a�l ITN vItr���:@
Edea
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
} ? %` h�pr r �. Grl rn
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— — C091— — EXISTING CONTOUR
BOARD OF HEALTH
I'SITE AND. S/EVIAGE PLAN
OF All �O tij
IN THE TOWN OF:
��-
PREPARED FOR:
0
ZO
�jV
COO
MA SCALE: ' UP
DATE:
off 5M-362-4341
,;.� " fm 303 302-Y330
I TH OF SA OF Mqf�
down cape engineering, inc. �ARNEK�oA� ARNE cys
0 o�Aut.: g o.uu
CIVIL ENGINEERS No V'L No. 2W6
LAND SURVEYORS SFr o C)�sfa�" c1p7
JOBS . Z q S 939 main st. yarmouth, ma 02675 g, OJALA, P.S., P.L.S. DATE