HomeMy WebLinkAbout25.230 - Site and Sewage Planr•--- `_
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I ,� ASSESSORS MAP, �+
PARCEL,
FLOOD ZONE,
alp O2 REFERENCE,
LOCATION MAP C4 -1T7 j
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CD
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" CB/NO
Benchmark set
Conc block
under shed
1EL=99.29
T !Assumed)
x 98.37
X 98.98
Approx. prop, !/nes
FT
Shed 98.7/
SEPTIC•
1r'I - I Deck
#I8
TVF=100.73
4y
Q\i
X 99.31
98.99
99.19 100.02
x 98.94
9.0
hed
9
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e
99.24 I
ti
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c J
4°r 0H W 9.11
x 100.18
v r ve 9.60 0
a 98 3
r� \
99.11 BO.DO- I
UP/9
9G%
2S6OFF P 337/5
98:24 'Edge of povemeht x 1 12
99.5@
9 ,99.72
�4FT RO�.D 975 --.:., �,,
jCC)' �'0(1n lG� C�L(J� �✓Y1 100.00
t PK SET
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x 99.79
TEST HOLE ,LOGS - q�-1�r / NETES_
SOIL EVALUAT7R,
• 1. VERTICAL DATUM,
WITNESS, Al�k �q`Vb4 b ) �/7 2. MUNICIPAL WATER - L� AVAILABLE,
DATE,= zooz
3. SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT, SYSTEM UNLESS
PERCOLATION RATE, L 7/� � }^�� OTHERWISE NOTED,
I�jFG�T..
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO,
TH-1 TH-2 5. PIPE PITCH - 1/4' PER FOOT UNLESS OTHERWISE NOTED.
u` 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA. ENVIRONMENTAL
CODE (TITLE V) AND LOCAL REGULATIONS,
7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION•
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1 -
kip C) it I - -,.QL D macro wit El1l�
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SEPTIC SYSTEM DESIGN
- — -- _ — �?✓G CEJ/ 1zYL�6�u�2 E �/T7/G�! f `.� ._ .. _-._._ ....__ _
FLOW ESTIMATE
BIEDROOMS ATGAL/DAY/BEDROOM = 155d^-'
_.
GAL/DAY
SEPTIC TANK IS S
550 GAL/DAY x 2 DAYS = 11 1/.
GAL ` , tn�/1 �n' � /
USE �CJi�� -- U lvc.�'-suA-{C.� 2U��_
GALLON SEPTIC TANK
���1P� C1tr}OF�L f -(6T 15,211 r'llii �oC------------
OIL ABSIOr�pTrriti SYS?EM�- ------ nn 0�rJ 'W,'t P As V'4 P-
A, V0 15 W)P LI
�. ,. ,L�r ..., `, / .. �.�. w....+ f^• „�,�. � Iz�QJ.�.c/ /�7/10/�D `�-%Y, //Uk�.//9ti./t;l�-- -
---- — - .. -- -
SIDE AREA,
BOTTOM AREA,
----- -T'UL_ 15'x''--
SEPTIC SYSTEM SECTIONs�
q �13
Scale, 1'=20' __ I��Q �_Wvj���
J w LJ41D�eq(' .10L Zu
0' 20' 40' 60'
3�_ �f(,�'LWL 13•� ,. �JfJ10�V15U� _ ti OwI h���
co
"Jc-M aSa2 S
�\q713
ELEV p3j10��OC� GAL
�3i�t7 SEPTIC TANK
DATEi
I-
HEALTH AGENT
99, �
Ij
�,r%6E�wK . ,D 2`�8�dutgt_w4h!t� f1�L. 'V4 L'4
r ,
8 a/y _il� you �� w�wit tru1ro�.t 97`1
�D X8,7 f�--0x
ELEV hr
SITE AND SEWAGE PLAN
L❑CATION;
PREPARED FOR,
DAVID B. MASON, R.S.
DBC ENVIRONMENTAL DESIGNS
EAST SANDWICH, MA
(508)833-2177
SCALE, '
DATE,