HomeMy WebLinkAboutDecision 4311 - Sewage PlanV
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SEPTIC SYSTEM PROFILE
COVER TO WITHIN
TOF 101.33 BM ASSUMED _/_6" OF FINISHED GRADE
COVER TO WITHIN 6'
OF FINISHED GRADE
7 rK cOTEB I INLET TEE BAFFLE FINISH GRADE 99.6 EL
ALL � TO BE TO MATCH EXISTING
a• BCB is PVC PPE TO BE LEYM TOP ®98.0
FW Y WT OF B -BOX
14'
�98.I9 MINIMUM 2' PEASTONE OR
GAS BAFFLE 97.65 97.49 97.3- GEOTEXTILE FABRIC.
uBOTTOM
BOX M ® 95.3
��-
6' COMPACT STONE 5- 500 GALLON H-10 O YWELLS
WASHED
1500 GALLON H-10• OR COMPACTED BASE WITH 3AND 1/2' OF DOUBLE WASHED STONE
MONO SEPTIC TANK 4' ON ENDS AND 2' BETWEEN DRYWELLS AND 4' ON SIDES 5.66'
at' X 16.5'
89.64 EL
BOTTOM OF
TEST HOLE
98.54
X 100,31
PK/SET
I
.�99.41
'�e9.42
BenCFBeak Bet 0 v p1991�48 .53
Left cor. brick step loo
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99.14
u
.81 99.21 Pa�Pd
100.01 t g,43 n Dr l 99 44
k�0 ICO. 3 )
x 100,10 Porch
99.88
769
TOF61OL33
(rrBW 9r1cIJ 100.24
BARN
- 1 10,
LIPM/2 Rss.-m ' 41
1 6'
� �-�
89.21
1 ]!'
, 1 �--
9. 9Al tP/FNID
99.63
Z
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" wire 99.83
{
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99.80
Lot 1
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calms � De
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99.61 % lyl 1L
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99.64 ,bl �
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99.68\
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t Abut.
99.6 1
99.31 HBe.
99.'14 ,
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E
99:
r
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t
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eProposed
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and Ari. on
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O 1.9 NW � :
%1 -1L
- 1 10,
LIPM/2 Rss.-m ' 41
1 6'
� �-�
89.21
1 ]!'
, 1 �--
9. 9Al tP/FNID
" wire 99.83
99.90 1O0
99.80
TArl
f o ANNERRY
m-11
" WARNER
Na. 38721 a
w.1t tnc ,
0
TEST HOLE LOG
TEST HOLE ! 1
0' 99.6 EL
A LOAMY SAND
IOYR 2/2
98.85 FT
BW LOAMY SAND
10YR 5/4
22' 97.77 EL
FINE SAND
C 2.5Y 6/6
138' 88.15 EL
WATER NOT ENCOUNTERED
Z m17 I- loop,
BEDkcodn - BEDROOM
sewwtr
li At_L 1'ZDDM
D ED RDOLM
THIRD-FIoOR - ATTLC,
I"OFmAs'? yG
f ANNY
$ WARNER
No. 38721
?/d7
Scale: N20'
PK.00
O' �' �' 60' `�-�- Lrs t3
07
B
DATE: 5-10-07
TEST BY: MIKE O'LOUGHUN
WITNESS AMY VON HONE
PERC RATE: < 2 MIN
_a
TEST HOLE 4 1
0'1 99.6 EL
�� A V.F.LOAMY SAND
1OYR 4/9 96.6 FL
BW V.F.LOAMY SAND -
10YR 5/6
24_ 97.6 EL
eY BOTTW OF PERK 9618 M
V. F. SAND
C 2.5Y 6/6
120' 1 1 89.64 EL
WATER NOT ENCOUNTERED
GENERAL NOTES
1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTIUTIES, ABOVE 8c UNDERGROUND, PRIOR TO
ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE
WITH 310 CMR 15.00:TITLE V.
3. ENGINEER TO INSPECT & CERTIFY OVER -DIG, WHEN
REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE BACKFILL
4. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY
REQUIRED INSPECTIONS.
5. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL
6. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED
WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN
ORDER TO LOCATE THEM ONCE BURIED.
7. IF SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE
FOUND IN SOIL LOG CONTACT, THE BOARD OF HEALTH.
8. IF AN OVERDIG IS REQUIRED IN BELOW PLAN OR IF UNSUITABLE
SOIL,FQUNO,IN _RESERVE .AREA, .CLEAN' GRANUTAR SAND MEETING
310 CMR 15.255(3) SHOuW QBE USED AS FILL MATERIAL, 5" AROUND
AND UNDER S.A.S..
NO;S
1. PUMP OUT AND FILL (2) EXISTING LEACHING STRUCTURES.
2. FLOOR PLAN PROVIDED BY OWNER, NOT TO SCALE.
DESIGN DATA
DAILY FLOW: (6) BEDROOMS X 110 GPD a 660 GPD
SEPTIC TANK: 660 GPD X 200% - 1200 GPD
USE 1500 GALLON PRECAST MONO H-10 SEPTIC TANK
DISTRIBUTION BOX: �..
USE: DB -5 H-10
SOIL ABSORPTION SYSTEM:
USE: (5) 500 GALLON H-20 MONO DRYWELLS WITH
DOUBLE WASHED STONE V ON SIDES AND 2'
BETWEEN DRYWELLS AND 4' ON ENDS.
CAPACITY: -
SIDEWALL AREA: 115' X 2' X 0.74 - 170.20 GPD
BOTTOM AREA: 41' X 16.5' X 0.74 - 500.61 GPD
TOTAL AREA: 670.81 GPD
HEALTH AGENT APPROVAL
SEWAGE PLAN
LOCATION:
269 OLD MAIN STREET SOUTH YARMOUTH, M
PREPARED FOR:
ROBERT NEWELL
SCALE: 1' - 20' - DATE 5/16/07
.IDB NUMBER: 07-006 txEvroww
SHEET NUMBER: 1
J. O'LOUGHLIN INC.
714 MAIN STREET, YARMOUTH PORT, MA 026
(508) 362-4942 .
DATE
Br.
MARYBETH MCKENZIE
REGISTERED SANITARIAN
4131