HomeMy WebLinkAbout7 Akins Ave septic planG
(NOT TO FOR FUTURE LOCATI()�4'
L Cos
TO WITHIN 3' GRADE Lj -
EXISTING j BEL) ROOM, PROPOSED 4 BEDROOM 28
2% SLOPE REQUIRED OVER SYSTEM N FLOW: 4 BEDROOMS 0 110 GPD 440 G'��D
L A 440 GPD DESIGN FLOW
MORTAR ALL
11TOP PRECA.'.3T EL. 13.96 COMPONEN�S
(TYP.)
&01 SEPTIC TANK. 440 GPD `2)
NL
RE -USE EXISTING 1000 GAL, SEPTIC TANK
7-
Wei
C
C= EXISTING LEACHING:
0 01
0 3 n, 0 01 , ") " ()
n C� 0- 0 ;-, & 0 o 0
CJ _,c) UUUBLE WASHED
***INSTAL!..L' R _�"ALL G'_ w 3/4�-I-1/2' STONE &DES: 2 6 43 GPD
E,
DIFFUSORS WITH 2� STONE ALL ',0STING (3) FLOW DIFFUSORS-* c, �"o oc, 0
BOTTOM -6 C.74) 154 GPD
8-x 26 04
0"A
INV, EL. PROPOSED (2 ADDITIONAL) FLOW DIFFUSORS
MATCH EXISTING EXISTING TOTAL- 265 SIF�
_.ER SHALL VERIFY THE LOCATIONS OF ALL BOTTom STOIjE
APPROX. 13.42*
UTILITIES A�v` ALL BUILDING SEWER OUTLETS AND ELEVATIONS F-LEV- 11,42 PROPOSED LEACHING -
PRIOR TO INSTALLING, ANY PORTION OF SEPTIC SYSTEM
SIDES: (Ij+& 2)j9_ 87 GPD
"INSTALLER SHALL CONFIRM MINIMUM SEPTIC
TANK SIZE AT 1000 GALLONS AND ITS BOTTOM x 159 _GPD
SUITABILITY FOR RE -USE. REPLACE WITH 1500
GALLON SEPTIC TANK APPROPRIATE TO SITE 5.5' BOTTOM TH-1 PROPOSED TOTAL: 332 S.F� GPD LOCUS MAP
CONDITIONS IF NOT SUITABLE NO GROUNDWATER FOUND
NOT TO SCALE
TOTAL- 197 + 246 4 43 0 P D
Q) ASSESSORS MAP 61 PARCEL 6
ADD (2) 4x8' FLOW DIFFUSERS IN[TH 3.5' STONE
y,
L E G' E
BELOW
ALL AROUND AND 1�04'
99 EXISTWO CONTOUR Jell%
L NOTES
X 99- EXIST. SPOT ELEV,
IS NGVD
1. DATUM
PROPOSED CONTOUR 0
1 MUNICIPAL WATER IS EXISTING
7MY
Q
MA
A,PPROVED DATE BOARD OF HEALTH
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT,
PROPOSED SPOT EL,
THI
or-
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
TEST HOLE
-JQ
UNITS TO BE AASHO H
?:/t- SLOPE OF GROUND SEPTIC ADDITION DETAIL 5� PIPE JOINTS TO BE MADE WATERTIGHT.
`0
6� CONSTRUCTION DETAILS TO BE IN ACCORDANCE
r-c),., UTILITY POLF- tk
W H 310 CMR 15.000 (TITLE 5.)
VAP 5 T
01
FIRE HYDRANT
FARCE� 7
7� THtS PLAN IS FOR PROPOSED WORK ONL:Y AND
N07F-- NOr ALL SYMBOLS M4Y APPEAR 114 (hV1 AA0A1
NOT TO BE USED FOR LOT UNE STKYWAG OR ktV
OnAkyw"ImW
OTI-IER PURTS
1711- NOR'
'21
R
8. PIPE FOR SEP77C SYSTEM TO SCH. 40�4' PVC�
(1%
K 9. COMPONENTS NOT TO BE BACKFILLED OR
-XI's TING 0
JG7,7, � Ht, G CONCEALED MTHOUT INSPECTION BY BOARD OF
lk �� "A -
L 0
j HEALTH ANDPERMISS1,0N, OBTAINED,FR
OF HEALTH.
R
m
5;
J
DANIEL E. GONSALVES, SE #13587 r,
ENGINEER:
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
AMY VON H0111NIE, RS
WITNESS: 51, Cl CALLING DIGSAFE (1-888-344-72
33) AND
VERIFYING THE LOCATION OF ALL UNDERGROUN
DATE. —.�/ 161�1 . ..... OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
r7 PERC, RATE '00
011-610, < 2 INCH
�Z
It ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
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LS
/0
I OYR 3/2 P41'CEL 6
3,
4.r, .:t
TITLE 5 SIT�or--'
2
OF
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�j 07
�01 <
'W10YR 4,;r4�
7 AKIN A"ENUE
NJ, BENCHMARK' NA
y Uu ri
"UTH '"ARM"" "T" MA
SET IN J6* TREE
17.74 IrNGVD)
PREPARED FOR
eeo
ExIsr1w;
P0Sr&R1V/,
�ANN LEONAR
rENCE 61
APRIL 21 2015
(#'4,1 pjE,4,�Aj1vr ST.) DATE.
A�� REV: MAY 29, 2015 (SAS DF
24 TOCE -TAIL)
'All UIF
DANIELA.
M, 7-_-7 g,
�;F OJALA Off 508-362-454.1
fOx 508-362-9880
N 40980
GIVIL
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