HomeMy WebLinkAboutEngineered Plans - Rev. 2018LEGEND N
s
-- 98-- EXISTING CONTOUR
x 100.98 EXISTING SPOT GRADE
101 PROPOSED CONTOUR gpnn r Lane
100_ PROPOSED SPOT GRADE
—W EXISTING WATER SERVICE
—v EXISTING GAS SERVICE 0
—O. H. WAS— OVERHEAD WIRES
z v 3
TEST PIT
p 3
BENCHMARK Howes Rd a
c
A � A
o m n
LOCUS
— Colonia
LOCUS MAP
PB 145—PG 67 NOT TO SCALE
EXISTING CESSPOOL
TO BE REMOVED
(SEE NOTE 11 -SHEET 2)
EXIS17NG CESSPOOL
CB TO BE PUMPED, FILLED WITH
100.68 S 01'43'40" W SAND AND ABANDONED
fence
x 100.35
1Ox, 100:21 101 0 80 00' x
_ _
INSTALL A 40 MIL POLY LINER_ 35' 'I SHED
TOP OF LINER, EL.=100.6 101 — TP —+*--101 5' —
BOTT. OF LINER, EL.=98.1 � = (
T
. _ _
;. ` - .:'. ;. �._r.;�:' 100.07
STRIPOUT "A" HORIZON TO r7�,;:.,`PROPOSED .S.A.S. -"' 1 100.11
`-` _ RESERVE 001
"B» +�'"
SUITABLE x
HORIZON II x101^` : ^' . T -1Ot AREA 1
\
PROPOSED SEPTIC- — — — — -`--10'
`�
TANK/PUMP CHAMBER 99.91\ 100.05
101 <-
N:. ..:..... .......:.
99 8
99.88
a 99 G ,... z
100.00 ,� 9x.94 R• , r: 10 09� CD
/EXIST. SEWER09
- p
3: W ` rn
:S
/
_
a EXISTING/ `
N wcw HOUSE(#4PORCH
6) /
a:
'.`.'Z
/
o T60
—.O.F.=100.82.1
00
z 100:2 1 0.00
x
99.80 W: I
/ 100.17
00:5
LOT 46
/
8500 ±SF li
�:.
0.00 CB
80.00' ::�1 __�L MP :..:... 00.23
S 01'43'40" x 993478`° :
�x 100-25 PK SET
100.00:....:
- edge of 99,68 pavement 99.66 99.64
Yarmouth Health Departmen�9, z
PP vED HOLLY L ANE_
Na e «alC
BENCHMARK
MAGNETIC NAIL SET 0.00
EL. =100.00 P
OF MgssY'r
o PETER T.
McENTEE
CIVIL
10
No. 359
LOCUS: PARCEL ID: 33-176
GIS10 � PLAN REVISION 2�9�,s
REMOVE LANDSCAPE TIE PROPOSED SEPTIC SYSTEM UPGRADE PLAN
46 HOLLY LANE, SOUTH YARMOUTH, MA
Prepared for: DiBuono Sewer & Drain, 35 Content Lane, Cotuit, MA 02635
OWNER OF RECORD Engineering by: Surveying by: SCALE DRAWN JOB. NO.
FEMA FLOOD DESIGNATION Equity Trust Compamy Engineering Works, Inc. JC Engineering, Inc. 1 "=20' P.T.M. 2$8-17
MAP NUMBER: 25001 CO589J FBO Keith Shaw 12 West Crossfield Road 2854 Cranberry Hwy.
DATE CHECKED SHEET NO.
EFFECTIVE DATE: JULY 16, 2014 1 Equity Way Forestdale, MA 02644 E.Wareham, MA 02538
3
Zone AE (EL 1 1) West Lake, OH 44145 (508) 477-5313 (508) 273-0377 12/18/15 P.T.M. 1 Of
11
PROPOSED SEPTIC TANK/PUMP CHAMBER
PROVIDE RISERS NTH APPROVED FRAMES & COVERS PROPOSED D -BOX
OVER EACH ACCESS MANHOLE AND SET TO FINISH INSTALL WATERTIGHT RISER &
GRADE. MANHOLES BROUGHT TO GRADE SHAM BE COVER SET TO 6" OF GRADE
SECURED TO PREVENT UNAUTHORIZED ACCESS.
T.O.F.=100.82± F.G. EL: 101.6±
F.G. EL.=100.01 F.G. PROVIDE ENOUGH WIRE
EXISTING SLACK TO REMOVE PUMP
-16'22 L = s'(MAX)
® S= 1% (MIN.) TOP EL.=99.59 PROUIDgg HRUaST g pCKS ®SCH4 (MIN.)
qt ALL BENDS 4"SCH40 PVC
4"SCH40 PVC _ - L..-
T.WS ARE TO BE
4 SCH 40 PVC
6" EFF.DEPTH
INV.=100.37- J \-INV.=100.20
HIGH G.W. PROPOSED D -BOX INV.=100.1
EL.=94.4 3 OUTLETS (MIN.)
NOTE: TO PREVENT BREAKOUT, INSTALL A 40 MIL
POLY LINER AS SHOWN ON SHEET 1.
TOP OF LINER, EL.=100.6
PROPOSED S.A.S. BOTT. OF LINER, EL.=98.1
INSTALL INSPECTION PORT OUTSIDE DRIVEWAY FOOTPRINT
F.G. EL.=101.4±
MAINTAIN 2X GRADE (MIN. OVER S.A.S.
ON
13,' x 35' LEACHING FIELD W/2-4" PERFORATED PNCS A S.P OLI
SD
'11 40 PERF. PVC DISTRIBUTIO ABOVE S.A.S., WITH SCREW CAP
SET TO WITHIN ' OF GRADE.
CAPPED ENDS
CONNECT TO EXIST. INV.=98.25
SEWER OUTLET EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET
-INV•=98.82± TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER
(VERIFY) SHALL BE INSPECTED AND CLEANED ANNUALLY.
(See Pump Detail, Sheet 3 of 3) ESTABLISH VEGETATIVE COVER
1500 / 00 GALLON SEPTIC TANKIPUMP CHAMBER
H-10 TANK
NOTES:
1) SEPTIC TANK/PUMP CHAMBER & 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).
2) INSTALL INLET & OUTLET TEES AS REQUIRED.
3) MAX. COVER OVER SEPTIC TANK, D -BOX & S.A.S. SHALL BE 36
4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR
TO CONSTRUCTION.
BREAKOUT ELEV.=100.58
EL.=100.40(END) -
BOTTOM ELEV.=99.40
5' MIN. SEPARATION TO G.W.IT
EST. HIGH G.W. EL: 94.4
SEPTIC SYSTEM PROFILE
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION,
7. WATER SUPPLY PROVIDED BY TOWN WATER SUPPLY.
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM_ .
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
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).
12. AREAS 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
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
DESIGN CRITERIA
NUMBER OF BEDROOMS: 3
SOIL TEXTURAL CLASS: CLASS I
DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 220 GPD (DESIGN FOR 3 BEDROOM)
DESIGN FLOW: 330 GPD
GARBAGE GRINDER: NO
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
.74 GPD/SF
PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GAL., H-10
PROPOSED D -BOX: 1 INLET, 3 OUTLET (MIN.), H-10
INSTALL AN 13' x 35' LEACH FIELD
SIDEWALL AREA: NOT APPLICABLE
BOTTOM AREA: 13' x 35' = 455 S.F.
TOTAL AREA: ..................................... 455 S.F.
LEACHING CAPACITY = 0.74 GPD/SF x 455 SF = 336.7 GPD
PIPE =
EL.=99.90(END)
r
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•
HOUSE(#46),
T. 0. F. =100.82±
SHR.
LA N
d-
I ��
PROPOSED S.A.S. ��-
i 21.0' ., - _. _ 3 ' _ _.
sHEO ` �. 5
56.0'
SEPTIC LAYOUT
SOIL LOG
DATE: DECEMBER 6, 2017
SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
WITNESS: AMY VON HONE R.S. HEALTH AGENT
ELEV. TP DEPTH
1111111
99.4
97.9
A 0„
LOAMY SAND
10YR 4/2
B
LOAMY SAND
10YR 5/8
C
MED. SAND
2.5Y 6/4
0
PERC
10"/28"
26"
94.4 ADJ. G.W. AF -
92 - 9
F-92.9 STG. G.W. _ 86"
92.1 96"
STANDING G.W. AT 86" (EL.=92.9)
PERC RATE <2 MIN/IN. ("B/C" HORIZONS)
USE INDEX WELL MIW-129, ZONE A
WATER LEVEL=8.0 (NOVEMBER 2017), ADJUSTMENT=1.5'
ESTIMATED HIGH G.W., EL.=94.4
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
46 HOLLY LANE, SOUTH YARMOUTH, MA
Prepared for: DiBuono Sewer & Drain, 35 Content Lane, Cotuit, MA 02635
Engineering by: Surveying by: SCALE DRAWN JOB. NO.
Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 288-17
12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET N0.
Forestdole, MA 02644 E.Warehom, MA 02538
(508) 477-5313 (508) 273-0377 12/18/15 P.T.M. 2 Of 3
PROVIDE WATERTIGHT CONCRETE RISER WITH
SECURED FRAME & COVER TO GRADE
HOISTING CABLE 7x19 STAINLESS STEEL
1/8" DIAMETER. 1,760 LB. STRENGTH
PROVIDE NOUGH WIRE
SLACK TO REMOVE PUMP
INV.(IN)=98.25 -.
ALARM ON EL: 95.76
PUMP ON EL: 95.59
PUMP OFF EL: 94.92 1
NEMA 4 JUNCTION BOX CORROSION RESISTANT
& LIQUID -TIGHT CABLE CONNECTORS SUPPORTED
BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE
WATERTIGHT. USE SJE RHOMBUS -JB PLUGGER
OR EQUAL. PROVIDE ENOUGH WIRE
SLACK TO REMOVE PUMP
INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING
WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM
FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL
ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP.
2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE)
(INSTALL QUICK DISCONNECT FOR EASY REMOVAL)
2"SCH. 40 DISCHARGE (THROUGH RISER -SEE PROFILE)
2" 90' ELBOW W/ 1/4- WEEP HOLE
FOR SELF -DRAINING FORCE MAIN
2" SWING CHECK VALVE
In
BOTTOM OF 8""` 2" SCH. 40 PVC DISCHARGE PIPE
PUMP CHAMBER
ELEV.= 93.92ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE
PROVIDE 2- WIDE ANGLE FLOATS: L4' (TO PREVENT PREMATURE PUMP BURNOUT)
FLOAT NOA: PUMP ON/OFF (BARNES 073618) BARNES SEV SERIES PUMP .5 H.P. 115 V
FLOAT NO.2: ALARM ACTIVATION (BARNES 073612) 2" DISCHARGE PASSING 2" SOLIDS
(ON SEPARATE CIRCUIT FROM PUMP SPECIFIED)
PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT
THROUGH WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774
PUMP & ACCESSORIES AVAILABLE THROUGH WILLIAMSON ELECTRIC (781) 444-6800
PUMP DETAIL
N.T.S.
BEDROOM ¢ KIT.
m
PORCH
BEDROOM I LIV. RM.
FLOOR PLAN
1-4' POLYSEAL INLET
F
3-4" POLYSEAL OUTLETS
U00040000
2"
PILON PLAN
SPECIFICATIONS
1.) CONCRETE STRENGTH 4,000 PSI 0 28 DAYS.
2.) CEMENT, PORTLAND TYPE II PER ASTM C150-81
3.) REINFORCEMENT PER ASTM C1227-93
4.) 15' RISER SECTIONS AVAILABLE
DB -3
DISTRIBUTION BOX: 3 OUTLET
WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774
BUOYANCY CALCULATIONS
H-10 SEPTIC TANK/PUMP CHAMBER
BOTTOM OF UNIT EL.= 93.92
HIGH GROUNDWATER EL.=94.4
BUOYANCY FORCE PER FOOT OF DEPTH:
12.2' x 6.7' x 1' x 62.4 lbs./cu.ft. = 5100.6 lbs.
MAX. DISPLACEMENT = 94.4' - 93.92' = 0.48'
MAX. UPLIFT PRESSURE = 0.48' x 5100.6 lbs/ft = 2448.0 lbs.
WEIGHT OF UNIT EMPTY = 18,852 lbs.
18.852 lbs > 2448 lbs O.K.
DOSING &_STORAGE REQUIREMENTS
DESIGN FLOW: 330 GPD (DAILY FLOW=220 GPD)
DOSING REQUIRED: 4 CYCLES/DAY (SAND)
330 _ 4 = 82.5 GALLONS/CYCLE
DISTANCE REQUIRED BETWEEN PUMP
ON AND PUMP OFF FLOATS:
82.5 GAL/CYCLE = 125 GAL/FT = 0.66 FT/CYCLE (USE 8")
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS
STORAGE PROVIDED:
INV.(IN) EL: 98.25 - PUMP ON EL: 95.59 = 2.66'
STORAGE PROVIDED = 2.66' X 125 GAL/FT = 332.5 GALLONS
A
6'-8"
4" KNOCKOUTS
(TYP.)
5'-8"
(6-'2" H-2
12'-2"
---T1--�-�
I II I=
If !I
PLAN VIEW
4" (8" H-20) 20" DIA. COVERS
(TYP.)
CROSS SECTION A -A
WT of H-10: 18,852 LBS.
WT of H-20 24,721 LBS.
SPECIFICATIONS
1.) CONCRETE 4,000 PSI AFTER 28 DAYS.
2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS.
310 CMR SECTION 15.226.
3.) TONGUE & GROOVE JOINT SEALED W/ BUTYL RESIN
4.) REINFORCEMENT PER ASTM C1227-93.
5.) ALSO AVAILABLE IN H-20 LOADING.
6) PRVIDE POLYMER WATERPROOF COATING
20" DIA. COVERS
(TYP.)
A
4'7"
4'9" H-
4" (6" H-20)
H-10 SEPTIC TANK/PUMP CHAMBER 1500/500
WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
46 HOLLY LANE, SOUTH YARMOUTH, MA
Prepared for: DiBuono
Sewer & Drain, 35
Content Lane, Cotuit,
MA 02635
Engineering by:
Surveying by:
SCALE
DRAWN
JOB. NO.
Engineering Works, Inc.
JC Engineering, Inc.
N.T.S.
P.T.M.
288-17
12 West Crossfield Road
2854 Cranberry Hwy.
DATE
CHECKED
Forestdale, MA 02644
E.Wareham, MA 02538
12/18/15
P.T.M.
3 Of 3
(508) 477-5313
(508) 273-0377
INSTALL LANDSCAPE TIE
TOP EL.=100.7
BOTTOM EL.=100.2±
INSTALL A 40 MIL POLY LINER
TOP OF LINER, EL.=100.6
BOTT. OF LINER, EL.=98.1
STRIPOUT "A" HORIZON TO -
SUITABLE "B" HORIZON
PROPOSED SEPTIC
TANK/PUMP CHAMBER
Yarmouth Health Department
OF MAss9c
mak' yG
o PETER T.
g McENTEE
CIVIL
No. 35109
t-7-AIle) 1%
FEMA FLOOD DESIGNATION
MAP NUMBER: 25001 CO589J
EFFECTIVE DATE: JULY 16, 2014
Zone AE (EL 11)
CB
100.68
PB 145—PG 67
AA �L
fence S 01'43'4�,fM(.
N
oJ�e 2
R
Bannister Lane
0
o
m
z
a 57
<� O � 3
Howes Rd 0
rt m
D S
m 'o a
LOCUS
Colonio
Ave
LOCUS MAP
NOT TO SCALE
- EXISTING CESSPOOL
TO BE REMO QED
(SEE NOTE 11 -SHEET 2)
- EXISTING CESSPOOL
TO BE PUMPED, FILLED WITH
SAND AND ABANDONED
0
100,21 _ 1 1 0 80 00' x 100,35
35' =1 SHED
101.4 TP 101.4 5' —
F"":- 100.07
.:`PROPOSED .S.A.S.'` : _ I 100,11
I RESERVE ()0I x
F101 4� 1p1.
AREA �I
- 99.91 t 100,05
• 101
/ N 99 8 :......::::. .
/ 99,88 `� -• : N j.,....., Q:..:
/90..94 99, G ': `..}'. `...�. , Z
100,00 k .:.::.-.. 1,0 09� 00
EXIST., SEWER / % p
/INV.=98.82f/ j Q:_ � � N fv
EXISTING:` "'
I PORCH �.
o ir)
fV N
00 O
00
X l
99.80 �
100.17
LOT 46
/ 8500 ±SF
I
80.00'
S 011-43'40-" JW x 99.9 9.9.78': ! y
�x 100.25 - — _ _ PKSET
— — - 100.00:......
9, 2 edge of 99.68 ZLA!
9.6
_. •HOLLY N
BENCHMARK
MAGNETIC NAIL SET
EL. =100.00 i
L.
CB
100,23
64
� 0.00
5ECEI
HEALTH Dzrv-i;
LEGEND
-- 98--
EXISTING CONTOUR
x 100.98
EXISTING SPOT GRADE
101
PROPOSED CONTOUR
F1-0-0-41
PROPOSED SPOT GRADE
—W
EXISTING WATER SERVICE
—G
EXISTING GAS SERVICE
—6. H. W—
OVERHEAD WIRES
STEST
PIT
10
BENCHMARK
INSTALL LANDSCAPE TIE
TOP EL.=100.7
BOTTOM EL.=100.2±
INSTALL A 40 MIL POLY LINER
TOP OF LINER, EL.=100.6
BOTT. OF LINER, EL.=98.1
STRIPOUT "A" HORIZON TO -
SUITABLE "B" HORIZON
PROPOSED SEPTIC
TANK/PUMP CHAMBER
Yarmouth Health Department
OF MAss9c
mak' yG
o PETER T.
g McENTEE
CIVIL
No. 35109
t-7-AIle) 1%
FEMA FLOOD DESIGNATION
MAP NUMBER: 25001 CO589J
EFFECTIVE DATE: JULY 16, 2014
Zone AE (EL 11)
CB
100.68
PB 145—PG 67
AA �L
fence S 01'43'4�,fM(.
N
oJ�e 2
R
Bannister Lane
0
o
m
z
a 57
<� O � 3
Howes Rd 0
rt m
D S
m 'o a
LOCUS
Colonio
Ave
LOCUS MAP
NOT TO SCALE
- EXISTING CESSPOOL
TO BE REMO QED
(SEE NOTE 11 -SHEET 2)
- EXISTING CESSPOOL
TO BE PUMPED, FILLED WITH
SAND AND ABANDONED
0
100,21 _ 1 1 0 80 00' x 100,35
35' =1 SHED
101.4 TP 101.4 5' —
F"":- 100.07
.:`PROPOSED .S.A.S.'` : _ I 100,11
I RESERVE ()0I x
F101 4� 1p1.
AREA �I
- 99.91 t 100,05
• 101
/ N 99 8 :......::::. .
/ 99,88 `� -• : N j.,....., Q:..:
/90..94 99, G ': `..}'. `...�. , Z
100,00 k .:.::.-.. 1,0 09� 00
EXIST., SEWER / % p
/INV.=98.82f/ j Q:_ � � N fv
EXISTING:` "'
I PORCH �.
o ir)
fV N
00 O
00
X l
99.80 �
100.17
LOT 46
/ 8500 ±SF
I
80.00'
S 011-43'40-" JW x 99.9 9.9.78': ! y
�x 100.25 - — _ _ PKSET
— — - 100.00:......
9, 2 edge of 99.68 ZLA!
9.6
_. •HOLLY N
BENCHMARK
MAGNETIC NAIL SET
EL. =100.00 i
L.
CB
100,23
64
� 0.00
5ECEI
HEALTH Dzrv-i;
-7
LOCUS:
PARCEL ID: 33-176
ROPO ED SEPTIC SYSTEM UPGRADE
PLAN
LLY
LANE, SOUTH YARMOUTH,
MA
Prepared fo . Buono
Sewer & Drain, 35 Content Lane, Cotuit,
MA 02635
OWNER OF RECORD
Engineering by:
Surveying by: SCALE DRAWN
JOB. NO.
Equity Trust Compamy
Engineering Works, Inc.
JC Engineering, Inc. 1 "=20' P.T.M.
288-17
FBO Keith Shaw
1 Equity Way
12 West Crossfield Road
Forestdole, MA 02644
2854 Cranberry Hwy.
E.Wareham, MA 02538 DATE CHECKED
SHEET NO.
West Lake, OH 44145
(508) 477-5313
(508) 273-0377 12/18/15 P.T.M.
1 Of 3
-7