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PB 26,P05
EXISTING CESSPOOLS
TO BE REMO QED
(SEE NOTE 11)
PROPOSED SEPTIC TAN
1500 GALLON CAPACITY
LOT 291
99,39
OWNER OF RECORD
RECORD
UTLEY, MICHAEL P
110 BAYVIEW STREET
WEST YARMOUTH, MA 02673
102.64
101,99
U
k
a
0
0
LOT 288 1 LOT 287 1
ABUT, GARAGE
Permit valid for REPAIR OF SEPTIC SYS11M
ONLY; clue to State and Local Sehtic variances.
Board of Health review and alfl!roval iS required for
any, future .90(litions/rentiv:itions/alterations to
sewage facilities.and/or structures/dwelling.
Yarmouth Ilivalth l)eha1-t1nc11t
APPSO VE_D/;
/ x -53, '' fi 101,82
HED 102,09s� o x
CONTOUR
rX f�s2'_—20�--I---�10'
10 1
40 MIL POLY LINER
TOP EL.=99.5
p --I N
O E
WATER SERVICE
I --I` -1
I BOTT. EL.=96.0
10 0 -4- -I -= -I
S S. '-
OVERHEAD WIRES
~1
enchmark Set
BM
P OF SONO TUBE '
I IEL.
1) An 8' variance, S.A.S. to cellar wall (entry), for a 12' setback.
=101.19
101 3 X— 101154
I _
sh BALC.
J
EX• SEWER 1
INV.=10Q.bf
'92 ABUT.
HOUSE
EXISTING _
HOUSE(#110)/
m
I
TOF=102.2E Q) I '
a
8`LOT
,..
289
F. �...
100.6 -2100,63 - a ' .
.00
LOT X290
o
G . -42 40 SF
53.00'
98,42 edge of povement
BAYVIEW
Pg 0.00
97.82 97.44 97.22
STREET
10 0 F MAss9c�o
o PETER T.
McENTEE
o CIVIL
No. 35109
--99--EXISTING
CONTOUR
x 100.98
EXISTING SPOT GRADE
—W—EXISTING
WATER SERVICE
—G—EXISTING
GAS SERVICE
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
OVERHEAD WIRES
Albo— in t
TEST PIT
—310 CMR 15.405(1)(b): CONTENTS OF LOCAL UPGRADE APPROVAL
BENCHMARK
1) An 8' variance, S.A.S. to cellar wall (entry), for a 12' setback.
LEGEND
GENERAL NOTES:
Rosetta St
BOARD OF HEALTH AND THE DESIGN ENGINEER.
q�
2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
N�
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
Lacu$
Albo— in t
—310 CMR 15.405(1)(b): CONTENTS OF LOCAL UPGRADE APPROVAL
1) An 8' variance, S.A.S. to cellar wall (entry), for a 12' setback.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
a
v
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
o
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
m
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
0
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE 0
Lewl5
Q
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. tLng
o
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. CJ
>�
e sed St
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE a�2
Railway Bluffs Rd
Som
Z
Bay
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
Pork t
CONSTRUCTION.
Windmill St
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
LOCUS
MAP
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
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 EXCEPT AS REQUESTED BELOW:
—310 CMR 15.405(1)(b): CONTENTS OF LOCAL UPGRADE APPROVAL
1) An 8' variance, S.A.S. to cellar wall (entry), for a 12' setback.
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 ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE 0
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
un
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. tLng
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. CJ
>�
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS U�nr
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE a�2
DIRECTED BY THE APPROVING AUTHORITIES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERT
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).
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
14. THE ENGINEERING IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED
SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN.
MAP ID: 28-79
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
110 BAYVIEW STREET, WEST YARMOUTH, MA
Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA
Engineering by: Surveying by: SCALE DRAWN JOB. N0.
Engineering Works, Inc. KEngineering, Inc. 1 "=20' P.T.M. 173-15
12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET N0.
Forestdole, MA 02644 E.Worehom, MA 02538
(508) 477-5313 (508) 273-0377 7/2/15 P.T.M. 1 Of 2
NOTE:
TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:99.1
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK
INSTALL RISERS & COVERS OVER INLET & PROPOSED D -BOX
PROPOSED S.A.S.
OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER
& COVER
INSTALL 1 INSPECTION PORT(MIN.)
T.O.F.=102.2± SET TO 6" OF
GRADE
AT END OF S.A.S.
F.G. EL. =101.8±
SHED 25.9'
F.G. EL.=101.2± F.G. EL.=101.7± F.G.
EL.=101.8±
I---20�
fff MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
PROPOSED }�IT
�Q
L - 13' L = 5'
L - 8'
INSPECTION PORT
ONE (MIN.)
( N
^ ( to
� '� S•A•S. ��
® S=1% (MIN.) ®S=1% (MIN.)
PVC
0 S=1% (MIN.)
4"SCH40 4"SCH40 PVC
4"SCH40 PVC
����
�
10 t 6"
•� 14"
7.13 TO
�
��`' 6' O
INV.=99.15 48" LIQUID INV.=98.90
INVERT
�O
LEVEL
GAS BAFFLE IN' 98.85
INV.=98.68
r
5 ROWS OF 4 UNITS AT 5.0'/UNIT) = 20.0'
Shr. BALC.
PROPOSED D -BOX
Ex., SEWER
am AIRM AM AIM AM&
INV.=98.60
SOIL ABSORPTION SYSTEM (PROFILE)
lNI=Ibo. bt
PROPOSED SEPTIC TANK
ESTABLISH VEGETATIVE COVER
,EXISTING / r
CONTRACTOR SHALL CONNECT TO EXISTING
BACKFILL WITH CLEAN NATIVE OR
Y
HOUSE 10
1,
SUITABLE 4" C.I. OR SCH 40 PVC SEWER
PERC SAND TO TOP OF CHAMBERS
V
AT, OR ABOVE, INV. EL.=99.4
/ TOF= 102..t o
/
BREAKOUT=TOP
TOP ELEV.=99.08
NOTES:
INV. ELEV.=98.60
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE
INVERTS, PRIOR TO INSTALLATION.
BOTTOM ELEV.=98.00-
2) SEPTIC TANK & D -BOX SHALL BE SET LEVEL &2.83'
5'
MIN. ABOVE BOTTOM OF
TRUE TO GRADE ON A MECHANICALLY COMPACTED
T.P.
EXCAVATION OR G.W. EFFECTIVE WIDTH=14.2'
6" CRUSHED STONE BASE, AS SPECIFIED IN 310
CMR 15.221(2).
EXISTING SUITABLE
S.A.S. LAYOUT
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
NO G.W., EL=90.6
r MATERIAL
4) CONTRACTOR SHALL INSTALL A GAS BAFFLE ON
USE 5 ROWS OF 4 -ADS Arc 36 UNITS WITH NO
63.5"
THE OUTLET TEE.
STONE AND NO SEPARATION BETWEEN EACH ROW
SEPTIC SYSTEM
PROFILE
TYPICAL SECTION
13"
SOIL LOG
33,8"
DATE:
JULY 2, 2015
DESIGN CRITERIA
SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
tam H:
WITNESS:
AMY VON HONE R.S. HEALTH AGENT
TOP VIEW
NUMBER OF BEDROOMS; 3 BEDROOMS
TP
ELEV. DEPTH
60"
SOIL TEXTURAL CLASS: CLASS I
11
0
DESIGN PERCOLATION RATE: <2 MIN/IN
101.6 A
AP
CAP END VIEW
FRONT VIEW SIDE
LOAMY SAND
END CAP
DAILY FLOW: 330 GPD
10YR 4/2
REAR/TOP VIEW
DESIGN FLOW: 330 GPD
100.6 12„
BLOAMY
GARBAGE GRINDER: NO
SAND
NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW
TO CHANGE WITHOUT NOTICE, PRODUCT DETAIL MAY
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
10YR 5 8
98.6 36"
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
.74 GPD/SF
C1 PERC
VD
HLLARD, OHIO 40 TRUEMAN 3026
Are DETAIL
ak
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY
M -C SAND 26"/42>,
2.5Y 6/4
Aovnrvceo owvNnce sYsreMs, INC, UNITS MUST BE STAMPED HD
ST
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
PROPOSED D -BOX: 1 INLET, 5 OUTLET (MINIMUM), H-20 RATED
92.6 108"
USE 5 ROWS OF 4 -ADS Arc 36HD UNITS WITH NO
C2
110 BAYVIEW STREET, WEST YARMOUTH, MA
STONE AND NO SEPARATION BETWEEN EACH ROW
FINE SAND
Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT)
2.5Y 7/3
Engineering by:
Surveying by:
SCALE
DRAWN
JOB. N0.
(Arc36 Units) 20 UNITS x 5.0 LF x 4.80 SF/LF = 480.0 SF
Engineering Works, Inc.
JC Engineering, Inc.
NTS
P.T.M.
173-15
TOTAL AREA = 480.0 SF
90.6 132"
12 West Crossfield Road
2854 Cranberry Hwy.
NO GROUNDWATER ENCOUNTERED
Forestdale, MA 02644
E.Wareham, MA 02538
DATE
CHECKED
SHEET N0.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(480.0 SF) = 355.2 GPD
PERC RATE <2MIN./INCH ("C" HORIZONS)
(508) 477-5313
(508) 273-0377
7/2/15
P.T.M.
2 Of 2