HomeMy WebLinkAboutDecision 3468 - Site and Sewage PlanSEPTIC PROFILE
T.O.F. AT EL. Z x S
, ACCESS COVER TO WITHIN G OF FIN. GRADE (NOT TO SQV4
ACCESS COVER (WATERTIGHT) TO
II y� MINIMUM .75' OF COVER OVER PRECAST �c lei
WITHIN OF FIN. GRA! -)E
'• RUN PIPE LEVEL
Qj q Z _. FOR FIRST 2'
' PROPOSED s-
GALLON SEPTIC
TANK (H- 10) GAS
BAFFLE I
(_2' x SLOPE'S �' CRUSHED STONE OR MECHANICAL
i COMPACTION. (15.221 [2])
DEPTH OF FLOW c ( I x SLOPE) (--!—X SLOPE)
TEE SIZES:
INLET DEPTH
OU 11Ef DEPTH
FOUNDATION— I oSEPTIC TANK -
lo' �I, f'0T f2a1-r� F-o`''6Mfct-4 j
FOA- 05*�P."�A A444'61-
. ?'t" 4 r"' �'
2X SLOPE REQUIRED OVER SYSTEM
7 DOUBLE WASHED PEASTONE
F P.�
DDD000000
o DDDD D DDDD
Z DDDD 1:1 DDDD
0:9 DDD D O D O D O
3/4" TO 1 1/2" DOUBLE WASHED STONE
' LEACHING
— Zq D' BOX- 3 FACILITY
A- ee-
= 5 zs3
T (P12
1 P% - r/ <�� W Nr- rE,414-Az
v'
3' MAX.)
•0r
1.l
If
l� E �� '• r.(I VAI - 1 �
TEST HOLE LOGS
ENGINEER:-- PL
WITNESS:
DATE: 14- -
PERC. RATE t r--`
CLASS `� SOILS P# b'-
Q ELEV.
M�
y1,�5
LOCATION MAP SCALE 1"
ASSESSORS MAP PARCEL
ZONING DISTRICT: 2 LS
YARD SETBACKS:
FRONT =
SIDE =
REAR = N ��
PLAN REF. - i::) U- IT!
FLOOD ZONE: A , v -z_
��lyt• �+�ti��1�� h" o� � s.- / � j 4 NOTES:
� ,., .oma
(to m, IztiMO% J) i %�; O �.�/ N
o r!? to . v'...
o / p SEPTIC DESIGN: GARBAGE DISPOSER IS o
( r -I T b, w0,.1 1. DATUM IS _4 ✓J
�.
„� �:T /a...-.�o�• �? /��`� / DESIGN FLOW: BEDROOMS ( 110 GPD) GPD 2. MUNICIPAL WATER IS
4T �j, \./ USE A ��ODE-';"--”;—� _-- 3 MINIMUM PIPE PI -ICH TO BE 1/83 PER FOOT.
' FLOW
GPD .E
(0' (J raaT �a A E� T � I poS �R SEPTIC TANK: �i'+�v GPD (�') _ ��0 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H -J �
Gp67 x r� GrJ j
r
n S (tee rL
/
J vA r ra`E o X3 `crll
?t-- aj�'
4.
�\�—k— N/ F
1 5
'�jl
� L \0 : I
4 `
/h.
II �v
��C�JIh
d. R
h �Pwdw
*'�4
USE A ��
ELEV.
Q
PIPE JOINTS TO BE MADE WATERTIGHT.
o"
I,0.0 0
l�.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
SIDES:-�`�'-I��-�p�---`f=- = �r`I_ ��PD
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
MA
APPROVED
USED FOR LOT LINE STAKING.
BOTTOM:
8 +) " I_ 6
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
M5.
9.
CUMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
r��
Ivo • FF�hd2ti Z=
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
1% L,•
{�
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
r
ob_. avo
ia�'
l.o
Q ELEV.
M�
y1,�5
LOCATION MAP SCALE 1"
ASSESSORS MAP PARCEL
ZONING DISTRICT: 2 LS
YARD SETBACKS:
FRONT =
SIDE =
REAR = N ��
PLAN REF. - i::) U- IT!
FLOOD ZONE: A , v -z_
��lyt• �+�ti��1�� h" o� � s.- / � j 4 NOTES:
� ,., .oma
(to m, IztiMO% J) i %�; O �.�/ N
o r!? to . v'...
o / p SEPTIC DESIGN: GARBAGE DISPOSER IS o
( r -I T b, w0,.1 1. DATUM IS _4 ✓J
�.
„� �:T /a...-.�o�• �? /��`� / DESIGN FLOW: BEDROOMS ( 110 GPD) GPD 2. MUNICIPAL WATER IS
4T �j, \./ USE A ��ODE-';"--”;—� _-- 3 MINIMUM PIPE PI -ICH TO BE 1/83 PER FOOT.
' FLOW
GPD .E
(0' (J raaT �a A E� T � I poS �R SEPTIC TANK: �i'+�v GPD (�') _ ��0 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H -J �
Gp67 x r� GrJ j
r
n S (tee rL
/
J vA r ra`E o X3 `crll
?t-- aj�'
4.
�\�—k— N/ F
1 5
'�jl
� L \0 : I
4 `
/h.
II �v
��C�JIh
d. R
h �Pwdw
*'�4
USE A ��
GALLON SEPTIC TANK
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
LEACHING:
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
SIDES:-�`�'-I��-�p�---`f=- = �r`I_ ��PD
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
MA
APPROVED
USED FOR LOT LINE STAKING.
BOTTOM:
8 +) " I_ 6
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL:, S.F. GPD
9.
CUMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
r��
Ivo • FF�hd2ti Z=
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
{�
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
I I.
tJ'� (G to y..}-' i01�•f r=4� t�;j7 Ir.l � Tri i' %d(ttd ri. A+bGs,� ►.i is alt ,;!��;:� Vie,: y..::. :: �. �;:
LE(3"EN °
SITE AND SEWAGE PLAN
100.0
a'
PROPOSED SPOT ELEVATION
OF
100x0
EXISTING SPOTL I
E EVAT ON
IN
THE TOWN OF:
0001—o
PROPOSED
CONTOUR
— — 100 —
— EXISTING CONTOUR
BOARD OF HEALTH
MA
APPROVED
DATE
off 508-362-4541
fax 508 362-988
I
►�� T��a �� �►�9��� 60a'��►. ��►�� down cape engineering, inc.
icF +vi rS .oN IiOc�.l`� d(L y! k< 1r-) 50'
°f I�Poh�o r�►��.��� �� CIVIL ENGINEERS
LAND SURVEYORS
939 main st. y armouth, ma 02675
PREPARED FOR:
--y
SCALE:
DATE: ( '• �
2 77
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