HomeMy WebLinkAbout47 Avon Road - Site & Sewage PlanT.O.F. AT EL. 53.5 SEP 1 iC PROEiLE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SALE)
ACCESS COVER (WATERT GHT) TO
r WITHIN 5 OF FIN. GRADE
PROPOSED 50 -
GALLON SEPTIC
TANK (H- 10 )
(.fix SLOPE)
I
DEPTH OF FLOW
TEE SIZES:
INLET DEPTH I to `q1
OUTLET DEPTH - —L1 -
FOUNDATION— 27
CRUSHED STONE OR MECHANICAL
IPACTION. (15.221 [2])
(__�__% SLOPE)
SEPTIC TANK
2% SLOPE REQUIRED OVER SYSTEM
RUN PIPE LEVEL Y DOUBLE WASHED PEASTONE
FOR FIRST 2' /
C / D' BOX
l
LEACHih G
FACIUr,
01
u
5/ V
JOB#
1
5- rt��
3' MAX.
a -t.,
j v A
TEST HOLE LOGS
ENGINEER: Its A DSj`��ti•�'
WITNESS:
DATE:
PERC. RATE
CLASS-- SOILS P#_}���
4
ELEV.
-0ip q
�I
ELEV.
50.
U
z Ka rol
3 I L.S. lvo-+I
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WL ,a�97
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No
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UAMARNE
NOTES:
000c
SEPTIC DESIGN: (GARBAGE DISPOSER
1.
DATUM IS
C30==
DESGN FLOW: -:�D BEDROOMS ( DOGPD)=���aGPD
LOCATION MAP SCALE 1"
MUNICIPAL WATER ISS✓al�idhw�
0000
miN;tiUM RIPE PI i L:H TO be 1/8- PEN f Civi.
SEPTIC TANK: ' GPD
0
000E
5.
o�
O0=E
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
O
000;�_
_LEACHING.•
�� t z �'14�
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
2--jjj [=000
USED FOR LOT LINE STAKING.
�70� g3
POTTOM: � 'fit �'
0
000
TOTAL:S.F. 3��_GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOU
(—L% SLOPE)
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINE[
J%e ', ��caa L • t tir�lrkac %.f>�
FROM BOARD OF HEALTH.
g-17 oz1�,-E E01
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
3/4" TO
1
1/2" DOUBLE
WASHED
TO COMMENCEMENT OF WORK.
STONE
C / D' BOX
l
LEACHih G
FACIUr,
01
u
5/ V
JOB#
1
5- rt��
3' MAX.
a -t.,
j v A
TEST HOLE LOGS
ENGINEER: Its A DSj`��ti•�'
WITNESS:
DATE:
PERC. RATE
CLASS-- SOILS P#_}���
4
ELEV.
-0ip q
�I
ELEV.
50.
U
z Ka rol
3 I L.S. lvo-+I
ASSESSORS MAP IV I PARCEL A
ZONING DISTRICT: 4a (--r
z- YARD SETBACKS:
FRONT = 'Jjo
SIDE = L
REAR = 2U
PLAN REF. - 3545�P
FLOOD ZONE: C,
APPROVED
VPt `,90UTH COt ii'AITTEE
CKHRD
IYo-
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WL ,a�97
J�
i
No
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UAMARNE
NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER
1.
DATUM IS
P.E.,
DESGN FLOW: -:�D BEDROOMS ( DOGPD)=���aGPD
LOCATION MAP SCALE 1"
MUNICIPAL WATER ISS✓al�idhw�
ASSESSORS MAP IV I PARCEL A
ZONING DISTRICT: 4a (--r
z- YARD SETBACKS:
FRONT = 'Jjo
SIDE = L
REAR = 2U
PLAN REF. - 3545�P
FLOOD ZONE: C,
APPROVED
VPt `,90UTH COt ii'AITTEE
CKHRD
IYo-
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WL ,a�97
No
UAMARNE
NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER
1.
DATUM IS
P.E.,
DESGN FLOW: -:�D BEDROOMS ( DOGPD)=���aGPD
2.
MUNICIPAL WATER ISS✓al�idhw�
USE A a•_.� GPD DESIGN FLOW
miN;tiUM RIPE PI i L:H TO be 1/8- PEN f Civi.
SEPTIC TANK: ' GPD
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H—J:
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
��-�.,
USE A S-1 /� GALLON SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
_LEACHING.•
�� t z �'14�
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES:
USED FOR LOT LINE STAKING.
�70� g3
POTTOM: � 'fit �'
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL:S.F. 3��_GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOU
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINE[
J%e ', ��caa L • t tir�lrkac %.f>�
FROM BOARD OF HEALTH.
g-17 oz1�,-E E01
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND do OVERHEAD UTILITIES PRIO
TO COMMENCEMENT OF WORK.
-EGEND
S1TEE AND. SELVAGE PLAN
100.0 PROPOSED SPOT ELEVATION
100xO EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— —LOO-
- EXISTING CONTOUR
BOARD OF HSALTA
APPROVED DATE MA
°I160f}-'JIY!-{641
fm 606 762-0610
down cape engineering, inc.
CML ENGINEERS X71:6 V
LAND SURVEYORS
939 main st. yarmouth, ma 02675
fJ_ -
OF A�Ot-J
IN THE TOWN OF:
PREPARED FOR: Flo
SCALE: ' Zv 1 DATE: N 0l 4
A N.
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WL ,a�97
No
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H. OJALA,
P.E.,
P.L.S. DATE