HomeMy WebLinkAboutEngineered Plan - Rev. 1984Y r „rt
SECTION - SEWAGE
- SEPTIC TANK - - "D" BOX - -LEACH I'1T_
TOP OFFON
15:00 (MSL)*
IN- OUT-
IN- OUT.
IN
�QG
qSEPTIC
'L�.:z- TANK
ELEV. ELEV. ELEV.ELEV 'I
ELEV. ELEV. _.
TEST HOLE LOG
TEST BY R.rA�RP✓A*(t� P.�, '�„0�5° C km-ArwaCr
TEST DATE
WITNESS
T.H. * 1 T.H. # 2
cc> ELEV. ELEV.
3 i3.G
maa.
+o
OA1`S
qpL ns 51-
W W
old`
DESIGN ..
"2" OF UaTO 42"
WASHED STONE
/1
Y t
f— � _ r •ems!.,
WASHED STONE
{
5 BEDROOM HOUSE
Qom,. 7
N IC9
NO
PERC RATE 42 MIN/IN. DISPOSER
WITH
DISPOSER
FLOW RATE -330 (GAL./DAY)
330
4-16
SEPTICTANK 330 x (I.$)=
49`a
74?-, 5
REO'D SEPTIC TANK SIZE
1,0 a0
(Soo
LEACH FACILITY
SIDE WALL�-'- CC >=tSa:49(Z 5) =
4n11 G/D.
BOTTOM tZ-z �/4 = \\ t (I o) _
1.t G/D.
TOTAL c
Glo
USE: OIJE LEACHING P\T
>.5
=S EFF.C>cEA "rte V.. \Z�t=)Nf-\r
WATER ENCOUNTERED 1-r H O i SPO SR
NOTES: (UNLESS .OTHERWISE NOTED)
1. DATUM (MSL) + TAKEN F OM ._DEN i3 i QUADRANGLE MAP �(� OF j
_ .`H OF /V1/�.i
2. MUNICIPAL WATER-.__�___-________� s9c o� y
3. PIPE PITCH: 1/4" PER FOOT �•' SG AE H.
4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO - -44 ARNE' OJALA -, _
5. MIN. GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT. � H. CIVIL —4
6. PIPE JOINTS SHALL BE MADE WATERTIGHT ��dd OJALA
7. CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM. OF MASS. #2634,$ No. 30792
STATE ENVIRONMENTAL CODE TITLE 5
4EEI
RE V11YED A10 V. /51 /989
110(/ BOARD OF HEALTH
CONTOURS (pR0 OSED)—O—O—O—O— APPROVED DATE Y��MOyT HZ MA
' _ NQ •-wad-e r ^ QQop • ".�"'_- \o
j CLQ ///�� / / � /� •ct'``�' _ S
6M
T.
o /
E 1'3 b
LoT A2 EFi /
a 100 ��oc�± S.f•
—DISTANCE AS CER ITIT FIED•
down cape engineering
CIVIL ENGINEERS
LAND SURVEYORS
aza'Main st.,
Yiwnw%..UA
C9 4 `�
t3
� r T -\\.\ems
I
I
I
�3
I
SITE PLAN
J LOCUS: pF'is CZOdt�.Ti,T� pT�,�as
'� �(`A'R.MOtr"�(' � Mme► .
REF: RoSo.�Es bVQyp�Yt�tQK
PREPARED FOR: 0614WOa4omV-46
REG. LAND SURVEYOR
SCALE \ tI '� 4e0 ** � I i3 � ..- •---- -
1\