83-1437 - Site & Sewage Plan002T.O.F. AT EL 24,' SEPTIC PROFILE
ACCESS COVER TO WITHIN 0 OF FIN. GRADE (NOT TO SCInEN
ACCESS COVER (WATERTIGHT) TO
Z Z . o MINIMUM .75' OF COVER OVER PRECAST WffHIN 8' OF FlN. GRAOE
1
2% SLOPE REQUIRED OVER SYSTEM
RUN PIPE LEVEL Z• DOUBLE WASHED PEASTONE
-V. C FOR FIRST 2'
PROPOSED 3 MAX.
P s¢ GALLON SEPTIC Zo. S0.0
TEST HOLE LOGS
ENGINEER:
WITNESS:
DATE:
PERC. RATE
CLASS —� SOILS P#�
�NaP
i
'
Za.25
TANK (H- )
1�
GAS -j
�
�1 04.G✓> 2���/L.ILTIG�-I (ZG�Gtv.A���]a
.I
L(n 2. Jb(1-�s-r-�LE 2F.4.�12i.Q'. To rJ �°..I.J t76�10�+.
o
�
v,s
'(o PSE- 0.1 � hG L° F1 N i [nr� PO I r-I� o F- QO,b• /%
�� Imo/
oaa❑
oaaa
i� t- � I �'� i - c,1 . W z j w � i!
�/ � cJ
I-10 W�-'(-G n.
�� �o J i -•I i �
_NOTES:
I
SEPTIC
DESIGN: (GARBAGZ DISPOSER IS H2:r 14V, d )
1. DATUM IS
t-aK ✓ %% - �C` 1 �+
(—L% SLOPE) 8" CRUSHED STONE OR MECHANICAL
Cl
O O Cl O
O
O O
E3
ELEV.
1
ELEV.
I COMPACTION. (15.221 [2])
fts
2'
CD=
171 0 17-1
Q
0=
Q
oo F 1 I ,S
"
Q
% SLOPE) �% SLOPE)
DEPTH OF FLOW - (--I-%3/4"
TEE SIZES:
TO
1 1/2 " DOUBLE WASHED
STONE
0��
INLET DEPTH - —L�
-I
O
oK (-IA-
A
S L
OUTLET DEPTH -
OUTLET
T to
g
� wa s
FOUNDATION— h� —SEPTIC TANK
D' BOX
kA
LEACHING
FACILITY
IoVa Sia
, I
G
_
tll_fa WA01rI�Ct4 E
13•
o -
�� P•o 11 0
�I Q- /-o
6�
LOCATION MAP
ASSESSORS MAP II3 PARCEL F -L
ZONING DISTRICT: IP, jo
YARD SETBACKS:
FRONT = 30 '
SIDE = IS'
REAR = 20�
PLAN REF. -
FLOOD ZONE: b +
S
-L
�
�1 04.G✓> 2���/L.ILTIG�-I (ZG�Gtv.A���]a
.I
L(n 2. Jb(1-�s-r-�LE 2F.4.�12i.Q'. To rJ �°..I.J t76�10�+.
-I
�
'(o PSE- 0.1 � hG L° F1 N i [nr� PO I r-I� o F- QO,b• /%
�� Imo/
( 2.-•I �/6 /LI/11.-ILL n�(�✓E"ITGA
I
i� t- � I �'� i - c,1 . W z j w � i!
�/ � cJ
I-10 W�-'(-G n.
�� �o J i -•I i �
_NOTES:
I
SEPTIC
DESIGN: (GARBAGZ DISPOSER IS H2:r 14V, d )
1. DATUM IS
t-aK ✓ %% - �C` 1 �+
L
DESIGN
la
UUSEA 33oFLOW:
GPD DESIGN FLOSW(SLOGPD) = GPD 3. MINIMUM SIA
IPETPTCH TO BE 1/8" PER FOOT.
SEPTIC TANK: GPD 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- I o
3�o (?) = Coto
i ✓ - `-- ��,��� _ - -- 5. PIPE JOINTS TO BE MADE WATERTIGHT. SES>r
USE A ls!a? GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
\LEACHING: ENVIRONMENTAL CODE TITLE V.
.�. _ 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES: USED FOR LOT LINE STAKING.
G. f3R6 Gn2 0 r ZI
o�,�a. BOTTOM: SOI` a g Z
S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
"OF Vdol °/ ,A 9. �jo,c� COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
TOTAL �5 S.F. GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
?A 500 ITAL- PaN1e eA eakld-L- FROM BOARD OF HEALTH.
(,IGat.A(!2g-4h taI1-i Z'Iv 910_ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
.,.. .- -'.-� /� 9- J � �'� • / � i 1 � � 'Y 1� I` z� ��I,I�u Fa•�I�,r� WII,� �i� hJ�.1u-TE0 -`a Vrm� If-�e w�•oS �
�• � / 2° ,.da�I.ike G°M�srf£NT7 /�-6d.a,n.i-/>
LEGEND
SI TF ANO SEWAGE PLAN
PROPOSED SPOT ELEVATION OF
�' r°a/ o� v w i \ Ls 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF:
/ e 100 PROPOSED CONTOUR Grp (L ►101.1 �E�
EXISTING CONTOUR PREPARED FOR:
• / o �} d'� _ 1 ,� — — o �. T7 MSI �.) Q (1 „I fc cL
,4 % / . __ _ * \ o ��'.tiik •r�.y°/Iyy .�� g` � �i �,z°P. �i,aa-Jb �YE,�, (�rao�r�000ra, Wah`ff�ite-�
,5 �- ��. 1, ,��_' 1, I '�` A py.l lon..op �ac{W6W �tixz' a�,'Sra✓c� 3 0 �p rr.0 ao
BOARD OF MKALTH
MA SCALE: 1t %'�} i t DATE: 0
APPROVED DATE
I ,ll
1 3 �v�� I L9 % a�. t ort 508-382-4541
fm 80E 382 -OW
1
aengineering, DF.- '��, `tiH Dr
y(o Z . !r• C7 ' __--__..-_._----�----�.-- } � >'' / L2 Grfi lc.�
down ca p inc.
CIVIL ENGINEERS s LA
No A26 e Q Lf tuALw
LAND SLTRVFYORS�F 9F6 ago �t� 11ei
zo
�I�.. G f,tt.l 929 T,1»in st. ;, ria O'tF75 '��, IT. 0,7 DA TF
JOTS,# g73o
._.