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99.66 HEALTH DEPT.
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LOCUS
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100.83
LOCUS M
W
�ps8
-- `--64-- - EXISTING Cot
TOUR �. 2R 99,38'�
x 60.98. EXISTING SPOT
�/
GRADE 'x 100.99 00.
-W- EXISTING WA
R SVC. rLOT 65 `
10036 ��
-G- EXISTING GA
SERVICE E FLAG OLEBIG
14,500±S.F. i
-O.H.W.- OVERHEAD W
-- 100.09
ES �4j ♦\
10101
TEST PR
ryy O� �,♦ x 10105 100.31
-�- BENCHMARK
Dc� .�'�� ��� x 10190 -PACED ,..
DRII/EWAY
LEGEND
6
♦ �)SP 101. 4p 100.21
14
♦ 99.06 ISP I(� O
x O
EXIS77NG LEACH PIT
♦
GARAGE O
TO BE PUMPED, FILLED
WITH SAND & ABANDO
` II I 100.23 100.24
D x 98.35 / "0 ,� CBDH
e, x 101,58
♦
PROPOSED !
-�\ SEWER/ 4 X1 -O
'i x 100.81
-0 �Q 10 1 .� '�\ �`-'r��.t O
IN
,57.87 4 \�� FP a1
.--�
!EXISTING OTS � y�
x/ _. �,:' �t.,r��;'� N 10011
(
/-/
s'. ♦ HOUSE(#71)� " ;,:� x 101 II
r `' 99.35 x TO.F.=102.51 l 'O't°.l`
i \\
x
//55 1(70.43
g�\
�\ 99.4 1Q+` ; //
x
8,1 / .68
��
r/
�♦ \\\ \ � Oe
DIi'Ei19d3`
� i
�� ,
r
�� ♦ "32'G` 100.70
EXISTING SEP77C \TA
\ 1
' F `-_„_,
c �,♦O x 99.55 \ x �;-_._-100.28
TO BE PUMPED, FILLED,
_
s� C ♦ _ I y♦
��
WITH SAND ABANDON0�
`�� 1♦� 100.62 / PROPOSED S.A.S.
N�'� �� 6� _./.�_ PROPOSED:_.
Cn�
` -- -7 SEPTIC TANK
t AL
99,36
®
ONION�e
`'rte'' ,�. '^♦ X00 x 98,51 99.15x Z ® y,,r^�y �r� 99.72 �1
%i/10Yth H!
99.4
+ 9.80 `1
d
94IKE
�� W\♦ _ �� rj ryi�y.TENINC
v
'�\ �� + 99.28
\
Daa
`
93.45��x't i/
WATERSURF > 99.36 V
�\ �\ Q` l�
\
GENERAL NOTE79D
1. ALL CHANGES TO THIS
ILAN MUST BE
OF AND
APPROVED BY THE
THE
BOARD HEALTH
DESIGN ENGINEER. �\
^�\ ��® ®®
2. ALL WORK AND MATERI
OF THE STATE ENVIRONMENTAL
S SHALL CONFORM TO THE REQUIREMENTS
CODE, TITLE V, AND ANY APPLICABLE��
LOCAL RULES AND REG
.1
LATIONS, EXCEPT AS REQUESTED BELOW: 99.51
-310. CMR 15.405(i)(b):
OCAL UPGRADE APPROVAL +
\ DITCH
1 A 2' variance, S.A.S.
to cellar wall, for an 18' setback. t 94.27
3. THE SEWAGE DISPOSAL
YSTEM SHALL NOT BE BACKFILLED PRIOR' \
TO INSPECTION AND API
ROVAL BY THE BOARD OF HEALTH AND THE ` `\
DESIGN ENGINEER.
4. ANY CONDITIONS ENCO
, OF
TERED DURING. CONSTRUCTION DIFFERING
98.94 P
Cy
FROM THOSE SHOWN H
CON
y1H OF
REON SHALL BE REPORTED TO THE DESIGN �4P
�t.
RUCTION o�
ENGINEER BEFORE
CONTINUES. o PETER T. c
5. .ALL ELEVATIONS BASED
N AN ASSUMED DATUM. .I McENTEE
6. THE DESIGN ENGINEER
NOT RESPONSIBLE FOR THE FAILURE OF CIVIL
�. CHURC LUR. 35109
THE CONTRACTOR OR 0
INER TO NOTIFY THE LOCAL BOARD OF NO.
sea
HEALTH FOR PROPER lk3PECTIONS
DURING CONSTRUCTION. �Q
7. WATER SUPPLY PROVIDE
BY TOWN WATER SERVICE.
S. THERE ARE NO WELLS
WITHIN 100' OF THE PROPOSED S.A.S. --Z
9. ALL AREAS CLEARED FO
CONSTRUCTION SHALL BE RESTORED AS 71(7J2
AGREED UPON BY OWNE
R AND CONTRACTOR OR AS OTHERWISE OWNER OF RECORD
DIRECTED BY THE APPRI
VING AUTHORITIES. r
YOUNG, THOMAS
10. IT SHALL BE THE RESP
NSIBILITY OF THE CONTRACTOR TO VERIFY 71 ARROWHEAD DRIVE
THE LOCATION OF ALL I
NDERGROUND UTILITIES, PRIOR TO BEGINNING MAP ID: 115-92 YARMOUTH PORT, MA 02675
CONSTRUCTION.
11. WHERE REQUIRED, CON
ACTOR SHALL REMOVE ALL UNSUITABLE SOILS PROPOSED SEPTIC SYSTEM UPGRADE PLAN
IN THE AREA BENEATH
NO FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN
NO AS SPECIFIED IN 310. CMR. 255(3). 71 ARROWHEAD DRIVE, YARMOUTH PORT, MA
12. AREAS REQUIRING STRIF
DUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY DESIGN
NGINEER PRIOR TO BACKFILL. Prepared for: B & B Excavation, 14 Teoberry Ln,Forestdole, MA 02644
13. THIS PLAN IS TO BE U
ED FOR SEPTIC SYSTEM PURPOSES ONLY AND Engineers: Surveyors: SCALE DRAWN JOB. NO.
NOT CONSIDERED TO B
A PROPERTY LINE SURVEY. Engineedrig WOrb, Inc. JC Engineering, Inc. 1"=20' P.T.M. 174-22
14. THE ENGINEER IS NOT
ESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC 12 West Crossfield Road 2854 Cranberry Hwy.
SYSTEM COMPONENTS I
OT SHOWN ON THE PLAN. Forestdole, MA 02644 E.Womhom, MA 02538 DATE CHECKED SHEET NO.
15. THE PROPERTY LIES WI
HIN A STATE REGULATED ZONE It. (508) 477-5313 (508) 273-0377 7/17/22 P.T.M. 1 Of 2
T.O.F.=102.51
-F.G. EL.=101
EXISTING
L = 10'
S=17 (MIN.)
4"SCH40 PVC
T
NOTES:
1)CONTRACTOR St
INVERTS, PRIOR
2) D–BOX SL-IALLJ
PRAnF/bNA M
INCH
310
3)1
4) t
INLET &
FLt1 TO
NOTE:•BREAKOUT,PROPOSED
FINISH GRADE • 100.0
•-• I • AROUND THE
PERIMETER OF
PROPOSED r :• PID
•. •
COVERSkLL RISERS • INSTALL RISER
• • r • • II ; �•.
ET AND SET TO 6" OF FINISH GRADE GRADE AS AN INSPECTION
1 1
• / /
E3 • = r ..t. ter.+-� j TO • •
7:22t•.:
WASHEDSTONE
OR APPROVED FILTER FABRII
VINV.=100.01 PR POS /
D-80 1 1• /
1 STONE
USE 5 LC -5 1EACHING CH6—MRERS IN SERIES WITH
• U
• ••• /SEPTIC TAN 3,5' OF DOUBLE WASHED STONE ON ALL S112E
it
1 RATED
OUTLET
•• •
•• GOING. ELEV.=100.33BREAKOUT
VERIFY ALL EXISTING PIPE I E3 E3 EM Ea E3 E3 E3
ON. :• • • 1
-T LEVEL • TRUE T
• _
REQUIRED.
COMPACTED SPECIFIED INI • PERVIOUS .• OCCURRINGF NATUALLY .• •
• / BOTTOM OF
1 ON OUTLET
PROFILEBY TUF—TITE, ZABEL OR EQUAL.
SEPTIC SYSTEM
2
NUMBER OF BE
SOIL TEXTURAL
DESIGN PERCOL
DAILY FLOW:
DESIGN FLOW:
rARRAGF GRIND
LEACHING AREA
PROPOSED
PROPOSED
SIDEWALL AREA:
BOTTOM AREA:
TOTAL AREA:.....
PROPOSED S.A.S.
5 LC -6 UNITS SURROUNDED
WITH 3.5' OF STONE, ALL SIDES
LAYOUT
IGN CRITERIA
MS:
ION RATE:
330 GPD
330 GPD
1. NIn-AND NOT PERMITTED WITH THIS DESIGN
(330 GPD) = 445.9 SF
74 GPD/SF
1500 GALLON CAPACITY, H-10 RATED
BOX: 1 INLET, 3 OUTLETS, H-10 RATED
3 �EDROON
SS 1
<2 MIN/IN
TAN K:
(10.0' + 37.0') x 2 x 1' = 94.0 SF
10.0' x 37.0' = 370.0 SF
464.0 SF
DESIGN FLOW Pl]pVIDED: 0.74 GPD/SF(464.0 SF) 343.4 GPD
SOIL LOG
DATE: APRIL 13, 2022
SOIL EVALUATOR: PETER McENTEE SE#1542
WITNESS: JAY GARDINER HEALTH AGENT
ELEV. TP DEPTH
GAMY SAND
0YR 4/2
01.1 8"
B
LOAMYSAND PERC
99.5 30"
C
30
MEDIUM SAND
2.5Y 6/6
93.5 ADJ. GW 100" REDOX
7.5 YR 5/8
92.1 STG. GW _ 116"
91.5 123"
PERC RATE <2 MIN/IN. "B" HORIZON
STA EL -
ESTIMATED. HIGH GW, EL: 93.5 (REDOX)
-----
r---- 4 KNOCKOUT
20' Ola COVER
I I
I
4' KNOCKOUT 4 KNOCKOUT
I I
4' KNOCKOUT
L
PLAN VIEW
ICI N
In— 1m-1 1_=_I =f
r®®
I I
I I
I I
SIDE VIEW END VIEW
WIGGIN LC -6, H-20 LOADING
LEACHING CHAMBER
N.T.S.
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
71 ARROWHEAD DRIVE. )
Prepared for: B & B Excavation, 14 Te
Engineers: Surveyors:
Engineering Works, Inc. JCEnginem'ng, Inc.
12 West Crossfield Road 2854 Cranberry Hwy.
Forestdole, MA 02644 E.Wareham, MA 02538
(508) 477-5313 (508) 273-0377
IRMOUTH PORT,
MA
ferry Ln, Forestdole, MA
02644
SCALE
N.T.S.
DRAWN
P.T.M.
174-22
JOB. NO.
DATE
7/17/22
CHECKED
P.T,M.
SHEET NO.
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