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No. ri Z�{ S FEE . —
' COMMONWLALTIT OF MASSAC14USETTS
Baird of Health, \ Iti.i i �1: ;��`�_. _ MA.
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( Repair( Upgrade( ) Abandon( - O Complete System O Individual Components
Locatiort-:_L. , Owner's Name
Map; Parcel# G� ` 1 r, Address ,t
Lot# Telephone#
Installer's Name } c , c c� n Designer's Name
Address C • V 1� , l G1r , [�Cf' -� '�1 (�Z.(rCkt I Address i e\, �f
• Telephone# f -��t ��Z. Telephone#
Type of Building _ t ry 1 ' ` Lot Size _ � , , sq_ ft
Dwelling - No. of Bedrooms _ Garbage grinder( )
Other -Type of Building No. of persons Showers ( ), Cafeteria ( 1
Other Fixtures
Design Flow (min, re uired) gpd Calculated design flow Design flow provided +, gpd
Plan: Date L L _ Number of sheets _- L Revision Date
Title` [ a F \k-.f
Description ofSoil(s)'�;_1`s 1r. �� 1uu.r�1 �- 1`� `<y.., �� ZL1-1Z�"<.c[1'
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation
DESCRIPTION OF REPAIRS ORALTERATIONS [
s The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees to not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed _ _ Date
Inspections
No. I
���� �� COMMONWEALTH Of M�4SSACI�USET , � ��� a`>> FEE
-�
\_ �
Board of Health, MA.
CERTIFICATE OF COMPLIANCE, Ic
Description of Work: ❑ Individual Component(s) Q Complete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ( ), Repaired G( ), Upgraded ( ), Abandoned ( )
by: T ' N :a . .� _� _�_ _
at
r _
has been installed in accordance with the pwiyions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. dated _ / f, �' ` i Approved Design Flow _ (gpd)
Installer'_.
Designer:. _ - P Inspector:. Date:
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No. L45 FEE
COMMONWFALTH OF MASSACHUSETTS .4 i 1 o
Board of Health, S 20 CA A h , MA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Construct( ) Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system
at 1 , , +1 _ y'_ as described in the application for
Disposal System Construction Permit NoJt „i) �d, dated ' Et
Provided: Construction shall be completed within three years of the date of this-permitr All local conditions must be met.
Form 1255 Rev 5/96 A.M. SLOW Co ChaMlopm, MA Date � ' � �� c) Board of Health �"
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BEDROOM BEDROOM
W
I LIVING
BEDRO ROOM
ENTRY
ENTRY
KITCHEN
DINNG
ROOM
FLOOR PLAN
FOR SCHAMATIC PURPOSES ONLY
RECEIVED
MAN 0 8 2024
HEALTH DEPT.
9 FIRST ROAD, WEST YARMOUTH, MA
WF
586
WETLANDS
m /
N /
Q^, edge of wetland
�- — -- -
WF ��— r^ WF
WF
651 693
13.12
EXISTING CESSPOOL
TO BE FILLED Wl TN
SAND dr ABANDONED
1 OF Ws
),-
PETERMcENTEE
CIVILNo. 3510,
----98--
EXISTING CONTOUR
x 100 98
EXISTING SPOT GRADE
—W
EXISTING WATER SVC.
— G -
00STING GAS SERVICE
- O.H.W.—
OVERHEAD WIRES
TEST PIT
BENCHMARK
LEMD
Xcalt y i,_:f�a yrtte[1t
1''q=��5':,
L , to
Rs Tp,OAD
P14 55 T 15.06//
f1v
ertt
F1 13 67 P°err' '
_ 1�71
edg 1321
°r� ! l ty / 15 98
— e / x 15L4
S 830'00
85.000
14.35
ry � 9,3350±S.F. LOT 9 + 1826
1 ti
--4—' / "a
p
8SI
it
y
+ 19,40
x
18.49
ti
7-
�
/EXISTING
o
:?AfV-
-I fUIJlfr
.st
/j HOLISE(J9)
11/T.O.F.=19.5:*
0
o g
Q
PAVED
DRIVEWAY
CONCI
PATIO
1848
I
0
LOCUS MAP I
NOT TO SCALE
EXISTING CESSPOOL
rO BE FILLED WITH
SAND do ABANDONED
Elf SEWER �
INV. =16.6t
rinse (✓'LUG)
18.60
W 19 0
0='
O PROPOSED SEPTIC TANK
I 6-- 16
1924 `
1895 1
6�'IL9a_ �TP�
� r
�25 sr-
�' 19.34
N 81' 30'00" E
m1: 9 26
CBDH
PROPOSED S.A.S.
2-500 GALLON CHAMBERS
SURROUNDED w/4 STONE
"J
RECEIVE®
MAP ID: 29-15
of
Max a 8 20?4
CIPR'
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
�'
HEALTH DEPT
9 FIRST
ROAD, WEST YARMOUTH, MA
Rom
Na 3501
Prepared for. Edward
Engineering by,
Perreault, 19 Beochside Drive, Ludlow, MA 01058
Sur—yiN b'' DRAWN JO& NO.
Lila
OWNER OF RECORD
PERREAULT, JULIA L (LIFE EST)
Engineering Works, Inc.
Richard J. Hood PL5 1 "-2p' P.T.M. 272-23
19 BEACHSIDE DRIVE
12 West afield Rood
Fbres�e, W 02644
12 Setum Path DATE ( p(m SHEET N0,
Sondwich, MA 02563
L,: D'-OW, MA 01056
(508) 477-5313 1
(508) 246-6260 1/24/24 l P.T.M. 1 of 2
PROPOSED SEPTIC TANK
PROVIDE RISERS WITH COVERS OVER INLET &
OUTLET MANHOLES SET TO 6' OG FINISH GRADE.
T.O. F=19.5 t
i ; F.G. EL=18.6t
L = 13'
O S=1% (MIN.)
4"SCH40 PVC
INV.=
16.00
F.G. EL=19.0t
-----"--...14
44r UOUTD
LEVEL AM GAS
PROPOSED SEPTIC TANK
MODIFY INTERIOR PLUMBING FOR ONE
SEWER OUTLET AT. OR ABOVE. INV.=16.2
PROPOSED D-80X
INSTALL RISER & COVER
SET TO 6" OF GRADE
F.G. EL=19.2t
L = 5'
o S_I% (YIN) 11 W
4-SCH40 PVC4-SCH440(MP=VNC)
i v i
2 TM
I NV. -15.60
INV,=15.43r
3-OUTLETS
NOTES.
1) CONTRACTOR SHALL VERIFY ALL EX'STING PIPE
NVERTS, PRIOR TO INSTALLATION
2) SEPTIC TANK do D-BOX SHALL BE SET LEVEL AND TRUE
EO GRADE ON A MECHANICALLY COMPACTED STABLE BASE
OR S X NCH AGGREGATE BASE, AS SPECIFIED IN
310 CMR 15.221(2).
3) INSTALL INLET do OUTLET TEES AS REQUIRED.
4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.
TOP CONC. ELEV.- 16.3±
BREAKOUT ELEV.= 15.70-
INV. ELEV.= 15.20-
BOTTOM EII 13.20-
4' OF NATURALLY OCCURRING
PERVIOUS MATERIAL
5' (MIN.) ABOVE G.W.
BOTTOM OF TEST PIT, EI = 7. 7
NOTE: TO PREVENT BREAKOUT. THE PROPOSED
FINISH GRADE SHALL NOT BE < EL 15.7
FCR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE 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
F.G. EL=19.2t
MAINTAIN 2% SLOPE OVER SAS.
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 ASSIGNED DATUM.
5. 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 SERVICE.
S. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED SAS.
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 REQUIR NG STR1POUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL
13 THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
NOT CONSIDERED TO BE A PROPERTY 1NE SURVEY
DESIGN CRITERIA
NUMBER OF BEDROOMS: 3
SOIL TEXTURAL CLASS. CLASS I (LOAD NG RATE=O 74 GPD/SF)
DESIGN PERCOLAT ON RATE. ' <2 M'N/IN
DAII Y F'. OW Z30 GPO
DESGN FLOW- 330 GPp
GARBAGE GRINDER. NO -not allowed with des gn
I EACHING AREA REQUIRED: (330 GPD) = 4"45.9 7$1E
74 GPD/SF
PROPOSED SEPTIC TANK 1500 GALLON CAPACITY
PROPOSED D-BOX 1 INLET, 1 OUTLFT (MINIMUM), H-20 RATED
USE 2 50Q QALLQN, LEACHING CHAMBERS IN SERIES
SURROUADE$ fat DOUBLE _WASHED STONE ON ALL SIDES
SIDEWA€ I AREA. 2(12.8' + 25 C ) x 2 - ' 51 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) - 348.6 GPD'
�r LAYER OF //B' TO 1/2'
DOUBLE WASHEO STWE
(OR APPROVED FILTER FABRIC)
3/4' TO 1-1/2" DOI
4.8' 4' WASHED STONE
EFFECTIVE WIDTH 12.8'
/ EXISTING
HOUSE&9)
T.O.F. =19.5f
PROPOSED S.A.S.
2-500 GALLON CHAMBEPS
54. SURROUNDED W/4' STONE
�S•
9•
r
2� 2 47 0
S.A.S. LAYOUT
SOIL LOG
DATE: JANUARY 4, 2024
SOIL EVALUATOR: ANNA WIMMER, SE-14G15
WITNESS: BARRY LEWIS HEALTH AGFNT
ELEV TP - 1 DEPTH ELEv. TP - 2 DEPTH
'9.2A 0" 192 0'
SANDY LOAM A SANDY LOAM
10YR 3/3 10YR 3/3
18-6 B 7" 18.6 B - -
LOALMY SAND LOAMY SAND
IGYR 4/6 10YR 4/6
i 17 2 - -4 24" 172' 0 24-
I
SANDY EDAM SANDY LOAM
2.5Y 6/4 ; 2 5Y 6/4
i
1
7 ' _ 13w7 7 - 138'
NO GROUNDWATEIIZ ENCOUNTERED
PERC RATE <2 M'N /IN. "C' HORI74N
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
9 FIRST ROAD, WEST YARMOUTH, MA
Prepared for. Edward Perreault. 19 Beachside Drive, Ludlow, MA 01058
Engine-in9 bY' Surveying by: SCALE DRAWN i. NO.
Engineering Works, Inc. Richard Mood PLS N.T.S P.T.M. 272-23
12 West Cron GeW Rood 12 Settlers Path DATE CHECKED Sys N0.
Fwestdale. AAA 02644 Sorwiwich. AAA 02563
(508) 477-5313 (508) 246-6260 1/24/24 P.T.M. 2 of 2