HomeMy WebLinkAbout90.68 - Site and Sewage Plan (2)(aX SLOPE)
DEPTH OF FLOW a �_
TEE SIZES:
INLET DEPTH jo
OU LET DEPTH a 14-
6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15221 [21)
SLOPE)
FOUNDATION— 1/ — SEPTC TANK
kr x SLOPE)
z
LEACHING
FACILY
PERC. RATE _ _
z
{ PV✓01e;��%
j �i
CLASS
SOILS
P
-�j
C:E T :
IIv^ 5-'.riv_
V
{ PV✓01e;��%
cr
BEDROOMS (I i2
)
GPD _ GPD
2. i
DESIGN FLOW
SEPTIC TANK t+l Gp., / _ ,
--
i
c
ON SEPTIC TANK
LcACHiNG
Si DES. ...'—=�
--' i
_}__ GPD
?
GPD
TOTAL: ty # S F
q,
S GPD
�ia
LOCATION
MAP
ASSESSORS MAP
Via—
PARCEL F #�
FLOOD ZONE
BUILD!NC; ZONE':
I
NRS
FRONT
I
1
J:4
i
r
-
i
i
REAR
-
C:E T :
IIv^ 5-'.riv_
D'SPOSER IS
{ PV✓01e;��%
DESIGN FLO:: _P
BEDROOMS (I i2
)
GPD _ GPD
USE A ' �C OPD
DESIGN FLOW
SEPTIC TANK t+l Gp., / _ ,
--
,_ - / = 'ot_0 GALLONS
USE A -�� ; GA_L
ON SEPTIC TANK
LcACHiNG
Si DES. ...'—=�
--' i
_}__ GPD
?
GPD
TOTAL: ty # S F
q,
S GPD
�ia
LOCATION
MAP
APPRC�s'i)
BOARD OF HEALTH
DATE --- MA
I
i
dourr, cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
PHONE 508-362-4541
FAX 508-362-9880
939 main st. VArmn,7+1, r ,
PR
i
/
t
?
v
LOCATION
MAP
ASSESSORS MAP
Via—
PARCEL F #�
FLOOD ZONE
BUILD!NC; ZONE':
SETBACKS:
FRONT
SIDE
-
REAR
-
I
PLAN .REFERENCE:
NOTES:
2. MUNICIPAL WATER IS -
3. MINIMUM PIPE PITCH TO BE 'I/8• PER F00T.
4, DESIGN LOADING FOR ALL PRECAST UNITS TO BE ,AASHO_H
s' pipe Cr'a l TO BE MADE WATERTIGHT.
6. CONSTP,UCTION DETAILS To BE "RDANCE W!TH MASS.
ENdIRONVENTAL CODE TIT V
T
PLAN
S^ S FOR PRCPCS�u 'WORK ONLY A. "lOT TO 8..
USED FOR LCT L!�Ic �•: L ..N_. F
S r'Ki1Nu.
8. o.PE FnR G PTL
J � SYSTEM TO SCH. 40-4" PVC.
9 COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 'Vi_H0JT
NSPECTON BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH,
10. EXISTING CESSPOO4)TO BE PUMPED AND FILLED WITH CLEAN
SAND OR REMOVED AS NECESSARY.
SITE/ AND SEWAGE PLAN OF --
N
IN THE TOWN OF: \
-- _
PREP,ARFD FOR:
-_dam
I�Feet
SCALE: _1"_ a DATE:
AAW
aH,r A�
i RE' a CIVIL Z;!
° OJ DATE