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LEGEND N
PARTIAL STRIPOUT
SEE NOTE 11
ROP°
s
98 - EXISTING CONTOUR4)
t�
x 98,98 EXISTING SPOT GRADE c
�°!�
EXISTING S.A.S.
-- g9 -- PROPOSED CONTOUR p o �
LOCUS
CONVENTIONALLY SIZED
REMOVE AS REQUIRED FOR STRIPOUT
AND TO MAINTAIN STRUCTURAL INTEGRITY
-W EXISTING WATER SVC. 4
-G EXISTING GAS SVC. BUCK ISLAND RD
OF ADJACENT DRIVEWAY
'"1>
--0.%/: W. --OVERHEAD WIRES 4
0
TEST PIT
G F
17.85
BENCHMARK
19.97
21,22
20,45
j
Swan
1� J x
x 2b.84 110.00,
���y Pond
2 1 �'-�--� ;
X1,22 '
LOCUS MAP
20,04
N
n I I 1-I -1 x JO' 21.34 PATIO
p I PRq_
SHE9�
NOT TO SCALE
.J
�. x
_
I-�� I I I PA TIO
21,23 GENERAL NOTES:
20,-
119
10 T IIP 2� (
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
18,45
101
EXISTING
2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
1 HOUSE(J34)LOCAL
21.
2 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
20.6
RULES AND REGULATIONS.
I I T.O.F.=22.71-
-310 CMR 15.405(1)(b):
1) An 1' variance, S.A.S. to cellar wall, for a 19' setback.
18,8
pAVFD
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
L._ _I
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
PK SET
N
DESIGN ENGINEER.
18,87
�\ _
p , 21,11
Q a?
C)
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
SAWCUT PAVEMENT19,32y WALK
N
ENGINEER BEFORE CONSTRUCTION CONTINUES.
FOR NEW PAVEMENT
5. ALL ELEVATIONS BASED ON THE REFERENCED BENCHMARK OFTHE
20 53 21.26 ' O
®0@� F
APPROVED PLAN ON FILE ENTITLED, "TITLE 5 SITE PLAN" BY DOWN
EXISTING SEPTIC TANK CAPE ENGINEERING, DATED MAY 13, 2002. REFERENCE BENCHMARK
�a 2 -
_
TOP OF TANK, EL.=20.0611- IS TOP OF HYDRANT TAG BOLT, EL.=22.31 (HYDRANT #1025).
INV. (OUT)=18.56f(VERIFY)
0g�
WSO �
T
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
valid for REPAIR OF SEPTIC SYSTEM
19.85 0,69
20,82
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
due to State and local septic -variances.
Of Health review and approval is required for
o, Q
/`� 0.12 /
20,74
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
hoe additions/renovations/alterations to(�
1289
8. THERE ARE NO PRIVATE WELLS WITHIN 100' OF THE PROPOSED S.A.S.
19,81
facilities and/or structures/dwelling.
ove
/Dy�ent
9, ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
BY OWNER AND CONTRACTOR OR AS OTHERWISE
Varmouth lkalth Department
20.13
�
20.06
AGREED UPON
DIRECTED BY THE APPROVING AUTHORITIES.
APPROVED S�'���
A
� LOT 30�
P
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
APN
48-39.2
L�
9,483±
F
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
`•
f'K
20.17
SET
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
Date
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
Benchmark Set
INSPECTED BY HEALTH DEPTARTMENT PRIOR TO BACKFILL,
TOP OF WATER SHUT-OFF
13. THE ENGINEER IS NOT RESPOSBLE FOR ANY UNDOCUMENTED SEPTIC
OF
SYSTEM COMPONENTS NOT SHOWN ON THE PLAN.
��� Mgss9
EL. 19.85 (See Note 5)
14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
Gam,
� 1 •$
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
PETET.
o R
MCENTEE
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
o CIVIL
No, 35109
34 CIRCUIT ROAD NORTH, WEST YARMOUTH, MA
�£PSZE��� `�
FLOOR PLAN ON FILE
Prepared for: Stephen Crowley, 34 Circuit Road North, West Yarmouth, MA 02673
S E
OWNER OF RECORD Engineering by: SCALE DRAWN JOB. No,
STEPHEN J CROWLEY Engineering Works, Inc. 1 "=20' P.T.M. 144-14
l
34 CIRCUIT ROAD NORTH 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No.
WEST YARMOUTH, MA 02673
(508) 477-5313 5/14/14 P.T.M. 1 of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL.18.28
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK
PROPOSED
D -BOX PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET & INSTALL
RISER & WATERTIGHT INSTALL 1 INSPECTION PORT(MIN.)
-- - -
OUTLET AND SET TO 6" OF FINISH GRADE COVER
SET TO 6" OF GRADE AT END OF S.A.S.
T.O.F.=22.7±
POSEDI 27,7,
F.G. EL.=21.1 t
EXISITNG F.G. EL.=21.Ot
F.G. EL.=20.6±
F.G. EL.=20.6±
N I S. S. I
1° I 15 I ,
MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
I I 0 9
7�F�XMINiKl'
f
INSPECTION PORT
HOUSE 34
i#
L = 12'(MAX.)
p�' 38 2
3
® S=1% (MIN.)
0 S=1% (MIN.) ONE (MIN.)
9' T.O.F.=22.7±
4"SCH40 PVC
4"SCH40 PVC
To°
14'
s^ 7.13" TO
Cn
EXISITNG 48" LIQUID -
INVERT I I
PK SET t
LEVEL
GASBAFFLEINV.=18.09
PROPOSED
r-
INV,=17.92 (6 ROWS OF 3 UNITS AT 5,0'/UNIT) + 1.2' (1 COUPLER) = 16.2'
18.87
'ILP, -P
INV,=18.56±
D -BOX SOIL ABSORPTION SYSTEM
EXISITNG SEPTIC TANK
EXISITNG
(PROFILE)
H-20 INV.=17.80
ESTABLISH VEGETATIVE COVER
BACKFILL WITH CLEAN NATIVE OR
PERC SAND TO TOP OF CHAMBERS
wso
"%
19,85
BREAKOUT=TOP �'
TOP ELEV.=
NOTES;
INV. ELEV.=17.80
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE
INVERTS, PRIOR TO INSTALLATION,
BOTTOM ELEV.=17.20-
S.A.S. LAYOUT
2) D -BOX SHALL BE SET LEVEL AND TRUE TO
2,83'
GRADE ON A MECHANICALLY COMPACTED SIX
5' MIN. ABOVE BOTTOM OF
INCH CRUSHED STONE BASE, AS SPECIFIED IN
T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=17.0'
Note: Arc 36 SIDE PORT H-10 COUPLERS ARE TO BE
310 CMR 15.221(2).
EXISTING SUITABLE
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
ADJUSTED G.W., EL=12.2 _ MATERIAL
ALSO USED WITH THIS DESIGN.
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE
63.5"
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 6 ROWS OF 3 -ADS Arc 36 UNITS + 1 COUPLER PER
ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE
-
SEPTIC SYSTEM
PROFILE TYPICAL SECTION
t3„
9' F
N.T.S.
33.8"
DESIGN CRITERIA
SOIL LOG
4
DATE: MAY 8, 2014
NUMBER OF BEDROOMS: 3 BEDROOMS
SOIL EVALUATOR: PETER McENTEE (SE#1542)
TOP VIEW
WITNESS: PHIL RENAUD - HEALTH AGENT
SOIL TEXTURAL CLASS: CLASS I
Elev. TP
__- 60"
DESIGN PERCOLATION RATE: <2 MIN/IN
Depth
END CAP END CAP
20.6 0
FRONT VIEW SIDE VIEW
hok"
DAILY FLOW: 330 GPD
FILL
END CAP
DESIGN FLOW: 330 GPD
19.9 10"
REAR/TOP VIEW
A
GARBAGE GRINDER: NO-S.A.S. IS NOT DESIGNED FOR
GARBAGE GRINDER
LOAMY SAND
NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW
1 OYR 4/2
19.3 14"
TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
DIFFER SLIGH�TLLY FROM ACTUAL PRODUCT APPEARANCE.
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
B
GPD/SF
LOAMY SND
r 4640 , BLVD
0
.74
0YR 5 /
18.6 24
OHIO 6
s HIILL ARDr)s Arc 36 DETAIL kk
EXISITNG SEPTIC TANK: 1500 GALLON CAPACITY
C'
ADVANCED DRAINAGE SYSTEMS, INC.
PROPOSED D -BOX: 1 INLET, 5 OUTLET (MINIMUM), H-20 RATED
F, PERC
44"/56"
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 6 ROWS OF 3 -ADS Arc 36 UNITS + 1 COUPLER
PER
F -M SAND
34 CIRCUIT ROAD NORTH, WEST YARMOUTH, MA
ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE
2.5Y 6/6
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT)
12.2 ADJ. G.W. ,r
Prepared for: Stephen Crowley, 34 Circuit Road North, West Yarmouth, MA 02673
(Arc36 Units) 18 UNITS x 5.0 LF x 4.80 SF/LF
= 432.0 SF
10.8 STG. G.W. V 118"
Engineering by:
SCALE
DRAWN
JOB. NO.
(COUPLERS) 6 COUPLERS x 1.17' x 4.80 SF/LF
= 33,7 SF
10.4 122"
En g g Works, Inc.
ineerin
N.T.S.
P.T.M.
144-14
TOTAL AREA
= 465.7 SF
STANDING G.W. ® 118" (EL.=10.8)
-
DESIGN FLOW PROVIDED: 0.74 GPD/SF(465.7 SF)
= 344.6 GPD
INDEX WELL, MIW-29, ZONE A, ADJUSTMENT= 1.4', APRIL 2014
12 West Crossfield Road, Forestdole, MA 02644
DATE
CHECKED
SHEET NO.
PERC RATE 2 MIN/IN. ("C" HORIZON)
(508) 477-5313
5/14/14
P.T.M.
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