HomeMy WebLinkAboutEngineered Plans - 2015U 1
100.23
0' 0-
100,41 100,41
100,32 X W
_w
LOT 53 \
LO MBLU 67-80 100,73
rn 11,080±SF
O N
s 100.35
m
x' 100.24
OWNER OF RECORD
BRUYERE, MARC D
BRUYERE, KRISTEN R
46 SIERRA WAY
WEST YARMOUTH, MA 02673
shr.
X I
•100, I
EXISTING sem_
r�r
HOUSE(#46)
: 0. F. =101.0± DECK
BH
X 90.00
N
49'24 \
Pg for REPAIR" OK SEI'T1C SYSTEM
t�TLL ; due to State and Coca septic variances.
Board. Ilealth review and at�prov I is required for
any inti a additionshcnc,v.Uions�aIterations to
Ig
faeih 'es and/or structsarcs/dwc�long.
100,6 \
Yarm th Health Uepartmt,nt
PPROVED46�4�
LEGEND
--98-- EXISTING CONTOUR
yv� AY
x 100.98 EXISTING SPOT GRADE
46 SIERRA WAY, SOUTH
-1N EXISTING WATER SERVIC
IE RRA
-G- EXISTING GAS SERVICE
99,75_
--0. H.14�-- OVERHEAD WIRES
BENCHMARK
PK SET
99,74
Z
"�
PK NAIL SET
of
100,00 ed e
avement
-310 CMR 15.405(1)(h): CONTENTS OF LOCAL UPGRADE APPROVAL
CL
EL. =100.00
1) A 2' reduction to the 5' separation requirement between bottom
4
g0.49 2„
�-
I
of SAS an adjusted high groundwater, for 3' of separation. The
Pipe
N
100.01
S ,
70
x 100.08
i /
n.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
73
99,82
( 100.20
p4
►-
14,
I� I
CATCH BASIN
0 .20
1C
99.94DRIVEWAY:
PAVED
I 1
100.05
GA
I N
\ \ 100,26
x
U 1
100.23
0' 0-
100,41 100,41
100,32 X W
_w
LOT 53 \
LO MBLU 67-80 100,73
rn 11,080±SF
O N
s 100.35
m
x' 100.24
OWNER OF RECORD
BRUYERE, MARC D
BRUYERE, KRISTEN R
46 SIERRA WAY
WEST YARMOUTH, MA 02673
shr.
X I
•100, I
EXISTING sem_
r�r
HOUSE(#46)
: 0. F. =101.0± DECK
BH
X 90.00
N
49'24 \
Pg for REPAIR" OK SEI'T1C SYSTEM
t�TLL ; due to State and Coca septic variances.
Board. Ilealth review and at�prov I is required for
any inti a additionshcnc,v.Uions�aIterations to
Ig
faeih 'es and/or structsarcs/dwc�long.
100,6 \
Yarm th Health Uepartmt,nt
PPROVED46�4�
N CoP oin 1-o hroP R
® no
O
LOCUS -0 O o
� o
0
rt p N
O
SR Captain Simmons Rd a
Sierra Wa
Captain No es Rd
LOCUS MAP
NOT TO SCALE
LOW VENT
LEGEND
--98-- EXISTING CONTOUR
PROPOSED S.A.S.
x 100.98 EXISTING SPOT GRADE
46 SIERRA WAY, SOUTH
-1N EXISTING WATER SERVIC
BOARD OF HEALTH AND THE DESIGN ENGINEER,
-G- EXISTING GAS SERVICE
Prepared for: D.A. Brown, Inc. P.O.
--0. H.14�-- OVERHEAD WIRES
S1 �G���
-U- UNDERGROUND WIRES
99;73
Z
K
TEST PIT
-- I R
4k BENCHMARK
N CoP oin 1-o hroP R
® no
O
LOCUS -0 O o
� o
0
rt p N
O
SR Captain Simmons Rd a
Sierra Wa
Captain No es Rd
LOCUS MAP
NOT TO SCALE
LOW VENT
GENERAL NOTES:
UPGRADE
PROPOSED S.A.S.
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
46 SIERRA WAY, SOUTH
PRESBY Envro-Septic Pipe System
BOARD OF HEALTH AND THE DESIGN ENGINEER,
No. 35109
�p
Prepared for: D.A. Brown, Inc. P.O.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
S1 �G���
S7RlPOUT
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
Z
SEE NOTE 11
LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
-- I R
Engineering Works, Inc.
-310 CMR 15.405(1)(h): CONTENTS OF LOCAL UPGRADE APPROVAL
o�/
Q ��GVE�
1) A 2' reduction to the 5' separation requirement between bottom
O
12 West Crossfield Road
of SAS an adjusted high groundwater, for 3' of separation. The
Pipe
o LA
SES 2 2015
proposed SAS is a Presby Enviro- Septic system under
Remedial Approval.
�/ g
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
HEALTH DEPT TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
- EXISTING SHED FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
REMOVE & RELOCATE ENGINEER BEFORE CONSTRUCTION CONTINUES.
-EXISTING S.A.S. 5, ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
ABANDON AND STRIPOUT UNSUITABLE 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
SOILS WITHIN 5 ' OF PROPOSED S.A.S. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
(SEE NOTE 11) HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
- PROPOSED
PUMP CHAMBER 8. THERE ARE NO ABUTTING WELLS WITHIN 150' OF THE PROPOSED S.A.S..
:
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
'-RETURN LINE FOR HIGH VENT (ROOF) AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
EXISTING SEPTIC TANK
TOP OF TANK, EL. = 99.7
INV. (OUT)= 98.43.±
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
' rvL�' y�11, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL -UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
6 12. AS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
' INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
^^ 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING
SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN.
14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
M�Ss9 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
�y
G
o PETER T.
PROPOSED SEPTIC SYSTEM
UPGRADE
PLAN
M
CIVIL EE N
46 SIERRA WAY, SOUTH
YARMOUTH,
MA
No. 35109
�p
Prepared for: D.A. Brown, Inc. P.O.
Box 145, Centerville, MA
S1 �G���
Engineering by:
Surveying by:
SCALE
DRAWN
JOB. NO.
-- I R
Engineering Works, Inc.
KEngineering, Inc.
1 "=20'
P.T.M.
175-15
12 West Crossfield Road
2854 Cranberry Hwy.
Forestdole, MA 02644 E.Wareham, MA 02538 DATE CHECKED SHEET NO.
(508) 477-5313 (508) 273-0377 8/31/15 P.T.M. 1 Of 3
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL: 98.40
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
PROPOSED D
-BOX PROPOSED S.A.S.
INSTALL WATERTIGHT
RISER, AND INSTALL A 4" DIAM. INSPECTION PORT„ PERFORATED WITHIN S.A.S.,
COVER SET TO WITHIN 6" OF SOLID ABOVE THE S.A.S., WRAPPED WITH PERMEABLE FILTER FABRIC
HAVING A SCREW CAP SET TO WITHIN 3" OF FINISH GRADE
FINISH GRADE.
LOW
F.G. EL.=101.0± F.G. EL.=100.9± VENT
PROVIDE ENOUGH WIRE
SLACK TO REMOVE PUMP
MAINTAIN 2% GRADE MIN.) OVER S.A.S.
F.G. EL.=100.0± F.G. EL,=100.51
(EXISTING) f
COUPLING
L 8'(MAX.) INSPECTION PORT
VENT RETURN TO
CCD S=1� (MIN.) (ty WRAPPED WITH LEVEL
PUMP CHAMBER -- 4"SCH40 PVC TOP OF SYSTEM SAND EL. 7.82 FILTER FABRIC
=
TOP OF PC _ -�=_=--__
J - --
,.; ...
' EL.=9� 48 ��
l
-- 2" SCH 40 PVC
a• Enviro-Septic Pipe* TO BE SET LEVEL
INV.=99.48
_-
THRUST BLOCKS
AT ALL
BOTT./PIPE, EL.=98.90
BOTT./SAND EL.=98.40 5 ROWS OF 3-10' Presby Enviro-Septic Pipe*
SOIL LOG
14„ L=15' lo" INV.=99.82 PROPOSED
INV.=99.65 1' ROW LENGTH=30' 1'
DATE: JULY 2, 2015
® S=1% (MIN.)
4"SCH4o PVC
D -BOX 3' SEPARATION TO
HIGH G.W.(VARIANCE) LENGTH OF SYSTEM SAND BED=32'
SOIL EVALUATOR: PETER MCENTEE PE(SE#1542)
INV.=97.48
WITNESS: AMY VON HONE RS HEALTH AGENT
FILTEADOR
EFFLUENT ADJUSTED HIGH
HIGH G.W. EL: 95.4 SOIL ABSORPTION SYSTEM (PROFILE)
TP
G.W., EL.=95.4ELEV.
SYSTEM SAND (ASTM C33)
DEPTH
2 FLOATS
EXISTING OBSERVED G.W., EL.=93.7
"
(12ON ALL SIDES &' 6" ABOVE & BELOW PRESBY PIPE)
0„
100.0
TANK
FILL
.SEPTIC
INV.=98.43± OT., EL.=93.40
F.G. EL.=100.9
97.4 3t
AL10YR
EXISTING 500 GALLON PUMP CHAMBER
4"-6" OF LOAM AND SEED
/2D
(FIELD VERIFY) (H-20 RATED)
4
97.0 36"
ACME-SHOREY PRECAST (PCR55)
SYSTEM SAND
B10YR
PERC
(See Pump etail, She t 3)
SLOPE
LOAMY30"/48"
NOTES: °%i�
110YR /8D
96.0 48'
1) CONTRACTOR SHALL VERIFY ALL EXIS NG PIPE
EL=100.40
C
INVERTS, PRIOR TO INSTALLATION.
.L.=99.48
:':,•.Y .; L.= 8.90
to"(min.) :• BREAKOUT EL_=98.40
2) D -BOX SHALL BE SET LEVEL AND TRUE TO GRADE
EL.=98.40 ----
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED
1.5' 2.75' 3 FT. SEPARATION TO HIGH G.W.
MED. SAND
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). w
(WITH VARIANCE)
10YR 6/4
3 INSTALL INLET & OUTLET TEES AS REQUIRED.
12' TO SLAB 5 ROWS AT 33" O.C.
GW EL.=95.4
4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON z
20' TO CRAWL SPACE BED WIDTH = 14.0'
95.4 ADJ. G.W.
OUTLET TEE AND REPLACE IF NECESSARY.
SEPTIC
SYSTEM PROFILE SECTION AA
93.7 STG. G.W. 75"
92.0 96"
N.T.S.
STANDING G.W. AT EL.=93.7, USE INDEX WELL MIW-29, ZONE A
WATER LE (JUNEMENT=1.7'
DESIGN CRITERIA
EL
G.W., LDJ954
PERC RATE <2 MIN/IN. ("B & C" HORIZONS)
NUMBER OF BEDROOMS: 3 BEDROOMS
SOIL TEXTURAL CLASS: CLASS I
/
EXISTING/
DESIGN PERCOLATION RATE: <2 MIN/IN (0.74 GPD/SF)
m
DAILY FLOW: 330 GPD
TRI -LEVEL
HOUSE(#46)1 �6'
DESIGN FLOW: 330 GPD
GARBAGE GRINDER: NO
T.O.F.=101.0E GARAGE �� 0
�
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY
/
PROPOSED PUMP CHAMBER: 500 GALLON CAPACITY (H-20)
shr.
PROPOSED D -BOX: 1 INLET, 6 OUTLETS, (H-10)
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
x`30 Cb'
.74 GPD/SF
USE PRESBY Enviro-Septic PIPE
DECK^O
3 ' -) s A s
PROPOSED SEPTIC SYSTEM UPGRADE
PLAN
PRESBY PIPE LENGTH REQUIRED=150 L. F, USE 5-30' LINES
�\ SEO
PR OPC�''
46 SIERRA WAY, SOUTH YARMOUTH,
MA
Prepared for. D.A. Brown, Inc. P.O. Box 145, Centerville, MA
PROPOSED D -BOX: 1 INLETS, 6 OUTLET (MIN.), H-20 SHOWN
( )
'
� � 9
INSTALL A 14' x 32' LEACH BED
Engineering by:
Surveying by:
SCALE
DRAWN
JOB. NO.
SIDEWALL AREA: NOT APPLICABLE
r
Engineering Works, Inc.
1C Engineering, Inc.
N.T.S.
P.T.M.
175-15
BOTTOM AREA: 14' x 32' = 448.OSF
S.A.S. LAYOUT
12 West Crossfield Road
Forestdale, MA 02644
2854.Wa Cranberry Hwy.reham, MA 02538
E .Wa
SHEET NO.
DATE
CHECKED
LEACHING CAPACITY PROVIDED: 0.74 GPD/SF x 448 SF = 331.5 GPD
(508) 477-5313
(508) 273-0377
8/31/15
P.T.M.
2 Of 3
NEMA 4 JUNCTION BOX CORROSION RESISTANT
& LIQUID—TIGHT CABLE CONNECTORS SUPPORTED
PROVIDE WATERTIGHT CONCRETE RISER WITH
BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE
SECURED FRAME & COVER TO GRADE
WATERTIGHT. USE SJE RHOMBUS—JB PLUGGER
OR EQUAL. PROVIDE ENOUGH WIRE
SLACK TO REMOVE PUMP
HOISTING CABLE 7x19 STAINLESS STEEL
INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING
WITH WATERTIGHT JOINTS. VIRE HIGH WATER ALARM
6'
1/8" DIAMETER. / 1,760 LB. STRENGTH.
FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL
L
ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP.
INV.(IN)=97.48
2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE)
(INSTALL QUICK DISCONNECT FOR EASY REMOVAL)
\
___-- 2"SCH. 40 DISCHARGE (THROUGH RISER—SEE PROFILE)
ALARM ON EL:96.07
2" 90' ELBOW W/ 1/4" WEEP HOLE
PUMP ON EL: 95.06
SELF—DRAINING FORCE MAIN
fFOR
PUMP OFF EL: 94.73 24" 12»
2" SWING CHECK VALVE
\ �'-,-� / 24" DIAM. OFFSET OPENING
•T
BOTTOM OF
8
2 SCH. 40 PVC DISCHARGE PIPE
PUMP CHAMBER
ELEV.= 93.40 —=—•=L8 '
ADDITIONAL 3/16" VENT HOLE ,(MIN.) ABOVE PUMP FLANGE
PROVIDE 2 FLOATS:
(TO PREVENT PREMATURE PUMP BURNOUT)
100
FLOAT NO.1: PUMP ON/OFF—POLYLOCK FLOAT PROVIDED WITH PUMP
TT _FO
FLOAT NO.2: ALARM ACTIVATION FLOAT—PROVIDED WITH ALARM PANEL
POLYLOCK PL—EF 05W PUMP .5 H.P. 115 V
(ON SEPARATE CIRCUIT FROM PUMP SPECIFIED)
WITH 2 DISCHARGE, OR EQUAL
1 I
PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNITZ�c
I I
ACME-SHOREY PRECAST CO.,
HARWICH, MA. (508) 548-9607
x I I
NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED.'
I
PUMP
DETAIL
I
I I
I I
L-------- J
0
--�6'-- I
BUOYANCY CALCULATIONS
6-5" OUTLETS 24"
H-20 MONOLITHIC 500 GALLON PUMP CHAMBER
ITEM # PCR55
BOTTOM OF UNIT EL.= 93.40
y• . ,,:: ;,.;
SPECIFIED WEIGHT=11,795 LBS.
H-20
4" 16" 4"
HIGH GROUNDWATER EL.=95.4 (ADJUSTED)
1-5" INLET
BUOYANCY FORCE PER FOOT OF DEPTH:
4
O O
3.1415'x 3.0'x 3.0'x 1'x 62.4 Ibs./cu.ft. = 1764.3 Ibs.
NOTES:
N
MAX. DISPLACEMENT = 95.4 — 93.4 = 2.0'
MAX. UPLIFT PRESSURE = 2.0' X 1764.3 Ibs/ft = 3528.6 lbs.
1. PUMP CHAMBER SHOWN IS AS MANUFACTURED BY ACME—SHOREY
N
WEIGHT OF UNIT EMPTY = 11,795 lbs. (INCLUDING TOP)
PRECAST CO., 36 GREAT WESTERN RD, HARWICH, MA 02645
t; •C;..::;:,'.»'::,' ,:
11,795 Ibs > 3529 Ibs O.K.
4
H-20 PRECAST 500 GALLON PUMP CHAMBER
SECTION PLAN
DOSING 8c STORAGE REQUIREMENTS
ACME SHOREY PRECAST CORP D136
DESIGN FLOW: 330 GPD
N.T.S.
DOSING REQUIRED: 6 CYCLES/DAY(MIN. RECOMMENDED BY PRESBY)
330 _ 6 = 55 GALLONS/CYCLE
SPECIFICATIONS
DISTANCE REQUIRED BETWEEN PUMP
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
1.) CONCRETE STRENGTH 4,000 PSI ®28 DAYS.
ON AND PUMP OFF FLOATS:
46 SIERRA WAY, SOUTH YARMOUTH, MA
2.) STEEL REINFORCEMENT PER AS -615-68, GRADE 60.
55 GAL/CYCLE - 147 GAL/FT = 0.37 FT/CYCLE (SAY 4")
3.) DESIGN LOADING PER AASHTO H-20 MEETS ASTM SPEC. C1227.
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS
STORAGE PROVIDED:
Prepared for: D.A. Brown, Inc. P.O. Box 145, Centerville, MA
INV.(IN) EL: 97.48 — PUMP ON EL: 95.06 = 2.42'
Engineering by:
Surveying by:
SCALE
DRAWN
JOB. NO.
STORAGE PROVIDED = 2.42' x 147 GAL/FT = 355.7 GALLONS
Engineering Works, Inc.
JC Engineering, Inc.
N.T.S.
P.T.M.
175-15
DISTRIBUTION BOX
12 West Crossfield Road
2854 Cranberry Hwy.
Forestdole, MA 02644
E.Wareham, MA 02538
DATE
CHECKED
SHEET N0.
(508) 477-5313
(508) 273-0377
8/31/15
P.T.M.
3 Of 3