HomeMy WebLinkAboutEngineered Plans - 2016—1----
01 EXISTING CONTOUR
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01 PROPOSED CONTOUR VINE BROOK RD N
x 100.98 EXISTING SPOT GRADE
1/11 EXISTING WATER SVC.�F°`O
--$.H.-K4 --OVERHEAD WIRES
EXISTING CESSPOOL
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boy
TO BE PUMPED, FILLED
TEST PIT 9 h2F
WITH SAND & ABANDONED _?c
•�} BENCHMARK
\ N 47° 28' 10') W ` �.
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x 100.00'
'D00,55 99,83
' '~ `� x 1
0,64
LEGEND
T do
x 100:32 f
SHED
99,83 x 15'
15' WIDE
`' DRAINAGE
6 LOCUS
HAZELMOOR RD m
N
(n ..
EASEMENT
o
4+
o
x
Pa' O 10 .64 100,44
PROPOSED SEPTIC TANK
Av JOYCE ST zz
x TP
N
LOCUS MAP
x
. ' 100,1
1•0: f x (��J
'. '
100:54
NOT TO SCALE
GENERAL NOTES:
101,9
o 100.58
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17
BENCHMARK
0
�'•'.K. !',. ';'�
BULKHEAD CORNER
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
1
0:87/ Q
EL. =101.75
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
ani�
/ 10016
x �–.�'
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
00:A (01,17
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LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
i 100,57 DECK
–310 CMR 15,405(1)(b): CONTENTS OF LOCAL UPGRADE APPROVAL
Q)
x 0:48
�,
EXISTING CESSPOOL
1) A 4' variance, S.A.S. to cellar wall, for a 16' setback.
- �
4" SEWER
x 1100:96
TO BE PUMPED, FILLED
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
'
INV.=99.77E
Z
WITH SAND &ABANDONED
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
x 100,82
DESIGN ENGINEER.
v,
p N
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
po
.EXISTING B
HOUSE(f17) 101.75
O
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION "CONTINUES.
1 M
T.O.F.=101.6E
0".
5. ALL ELEVATIONS BASED ON an ASSUMED DATUM.
°cV
100:81
4" SEWER6.
100,79
THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
d
INV. –99.77E
m
I
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
V)
lid for REPAIR OF SEPTIC SYSTEM'
100:93 I PORCH
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
Permit
ONLY;.
Me to State and I.ocal septic variances.
� x x
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
Board o
lealth review and approval is required for,
100,72 100.75 ,•
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
fu
t re add itionstrenov,Itions/alterations to
,rte
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
any
sewage t
ilities and/or structiorcad«=it�s,l . 100.89
�p?
JS
DIRECTED BY THE APPROVING AUTHORITIES.
Y00 88
r� x 100:64
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
armouth Hcaltb Uehao tenent
100:50
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
��I)/
APPROVED/
0
to Q LOT 30 X
CONSTRUCTION.
WHERE REQUIRED, SHALL REMOVE ALL UNSUITABLE SOILS
11. CONTRACTOR
12,000 ±SF a
OF MAssgcy
IN THE AREA OF HE AND
ONLNS310
BCL
CONCRETE.':.
CID�
EA SANDASANDRSPECIFIED5'
�P��H
REPLACE WITH 310CM
Q00.28
0 T.
12 SHALL BE
I IABTO
Date
" .
M NT EE �- INSPECTED BY DESIGNIPO GINOEERUPRIOR BACKFILL.
n>te
x
100.00'
o CIVIL
v
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
No. 35109
NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
100,59 S 47°28'10" E
`. 100:27
REGI$TER�� ���
14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
THE PLAN
SYSTEM COMPONENTS NOT SHOWN ON
89
PARCEL ID: 78-179
100,92
100.58 edge of pavement 100.08 PIK100.
SETCATC�9
BASIN
ZZ'
2�
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
l
ROAD
ANTLERS O A JJ
REVISION
17 ANTLERS ROAD, SO. YARMOUTH, MA
1 ►,
12/
12/22/16 1)
ADD DRAINAGE EASEMENT
2)
S.A.S. LOCATION
Prepared for: DiBuono Sewer & Drain, 8 John's Path, S. Yarmouth, MA 02664
OWNER OF RECORD
Engineering by: Surveying by: SCALE DRAWN JOB. NO.
Engineering Works, Inc. JC Engineering, Inc. 1 "=20 P.T.M. 243-16
RAINIER A. SILVA
12 West Crossfield Road 2854 Cranberry Hwy.
/
94 ARROWHEAD DRIVE
Forestdale, MA 02644 E.Wareham, MA 02538 DATE CHECKED SHEET NO.
HYANNIS, MA 02601
(508) 477-5313 (508) 273-0377 12/5/16 P.T.M. 1 of 2
r
SEPTIC TANK
INSTALL RISERS & COVERS OVER INLET &
OUTLET AND SET TO 6" OF FINISH GRADE
T.O.F=101.6±
-F.G. EL.=100.5±
L = 44'(MAX.)
@S=1% (MIN.)
4"SCH40 PVC
IR1�T�".
F.G. EL.=101.3±
3'(max.)
1 14..
48" LIQUID
LEVEL ADD
GAS BAFFLE
CONNECT TO EXISTING SEWER PIPES AT
HOUSE, AT OR ABOVE, INV.=99.77
NOTES:
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES &
INVERTS EXITING HOUSE, PRIOR TO INSTALLATION.
2) SEPTIC TANK & D -BOX SHALL BE SET LEVEL AND
TRUE TO GRADE ON A MECHANICALLY COMPACTED
SIX INCH CRUSHED STONE BASE, AS SPECIFIED
IN 310 CMR 15.221(2).
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.
DESIGN CRITERIA
PROPOSED D -BOX
INSTALL RISER & COVER
SET TO 6" OF GRADE
L=54'
@ S=1% (MIN.)
4"SCH40 PVC
F.G. EL.=100.7±
L= 5'
® S=1% (MIN.)
4"SCH40 PVC
NOTE: TO PREVENT BREAKOUT, FINAL GRADE
SHALL NOT BE AT, OR BELOW, EL.=97.6
FOR A DISTANCE OF 15' FROM THE EDGE
OF THE PROPOSED S.A.S.
PROPOSED S.A.S.
INSTALL RISER & COVER OVER ONE CHAMBER AND
SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT
r F.G. EL.=100.7±
MAINTAIN 2% SLOPE OVER S.A.S.
INV. =97.37- PROPOSE_D 4' 4.8'
tNV.=97.20
NV.=99.00 � EFFECTIVE WIDTH = 12.8'
3 OUTLETS INV.= 97.10
-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN
H-10 RATED
TOP CONC. ELEV.= 97.9±
BREAKOUT ELEV.= 97.6
INV. ELEV.= 97.10 - I a & 92aa
BOTTOM OF S.A.S., ELEV.= 95.10-
4' OF NATURALLY OCCURRING
PERVIOUS MATERIAL
5' (MIN.) ABOVE G.W.
BOTTOM OF TEST PIT, EL.=90.1
SEPTIC SYSTEM PROFILE
NUMBER OF BEDROOMS: 3 BEDROOMS
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF)
DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 330 GPD
DESIGN FLOW: 330 GPD
GARBAGE GRINDER: NO -not allowed with design
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
.74 GPD/SF
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY
PROPOSED D -BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES
SIDEWALL AREA:
2(12.8' + 25.0') X 2
= 151.2
S.F.
BOTTOM AREA:
12.8' x 25.0'
= 320.0
S.F.
TOTAL AREA: ..............................................................
471.2
S.F.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD
-2" LAYER OF 1/8" TO 1/2"
DOUBLE WASHED STONE
(OR APPROVED FILTER FABRIC
4' I 2 x 8.5' = 17.0' 1 4'
EFFECTIVE LENGTH = 25.0'
" TO 1-1/2" DOUBLE
WASHED STONE
SOIL LOG
DATE: NOVEMBER 21, '2016
SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
WITNESS: PHIL RENEAUD R.S. HEALTH AGENT
ELEV. TP DEPTH
100.4 011
FILL
98.6 22"
96.4
A
LOAMY SAND
10YR 4/2
B
LOAMY SAND
10YR 5/8
C
M -C SAND
2.5Y 6/6
28"
PERC
32"/40"
48"
90.1 1 ADJ. G.W.
88.4 STG. G.W. 144"
88.3 1 145"
PERC RATE <2 MIN/IN. "C" HORIZON
STANDING G.W. @ 144 (EL.=88.4)
INDEX WELL, AIW-230, ZONE B, ADJUSTMENT=1.7', NOV 2016, EL.=91.1
PERC RATE <2 MIN/IN. ("B & C" HORIZONS)
SEPTIC LAYOUT
til til t=1 t�f 1�1 t�f t�1 tit til t�f t�f
� = (tel t�f t�1 1.f 11 t�f t�1 til t�1 til t=f
500 GALLON CAPACITY, H-10 LOADING
CHAMBERS
N.T.S.
58"
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
17 ANTLERS ROAD, SO. YARMOUTH, MA
Prepared for: DiBuono Sewer & Drain, 8 John's Path, S. Yarmouth, MA 02664
Engineering by: Surveying by: SCALE DRAWN JOB. NO.
Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 243-16
12 West Crossfield Road 2854 Cranberry Hwy.
Forestdale, MA 02644 E.Wareham, MA 02538 DATE CHECKED SHEET NO.
(508) 477-5313 (508) 273-0377 12/5/16 P.T.M. 2 of 2
4" KNOCKOUT
20" DIA. COVER
4" KNOCKOUT0 / 4" KNOCKOUT
4" KNOCKOUT
500 GALLON CAPACITY, H-10 LOADING
CHAMBERS
N.T.S.
58"
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
17 ANTLERS ROAD, SO. YARMOUTH, MA
Prepared for: DiBuono Sewer & Drain, 8 John's Path, S. Yarmouth, MA 02664
Engineering by: Surveying by: SCALE DRAWN JOB. NO.
Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 243-16
12 West Crossfield Road 2854 Cranberry Hwy.
Forestdale, MA 02644 E.Wareham, MA 02538 DATE CHECKED SHEET NO.
(508) 477-5313 (508) 273-0377 12/5/16 P.T.M. 2 of 2