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® Crab Creek
Pond Rd
LOCUS 0 Weir Rd
0
Pond �
LOCUS MAP
sr•
,00,
SWING
TIES
SEPTIC TANK (IN)
A 1 =
6.5'
C1=
8.0'
SEPTIC TANK (OUT)
A2=10.7'
C2=14.0"
PUMP CHAMBER
B3=72.5'
C3=52.5'
D—BOX
A4=54.5'
B4=43.0'
INSPECTION MANHOLE
A5=59.0'
B5=42.0-
S.A.S. COVER
A6=44.3'
B6=37.5'
edge of pavement
WEIR ROAD
edge of pavement
R=1250.26' /
L=50•0��0
L y 5(0 O 06 I
-----I
AS —BUILT S.A.S.
�R If----34'
TBM- `w
MAG. NAIL SET
EL. =97.11 /
F / EXISTING
SEPTIC TANK
\0�0 100' BUFFER TO EDGE OF
/ ATER 1N CRANBERRY BOG .
./.�, �' PORCH
HOUSE (#385)
o w LOT 28 ' LOT 3 ' O. F. =105.3E
Oo N 6,339tSF 15,174±SF
Ui DEC
SF /
� 1(abve)
i Tl PAO
MAP ID.:'1 2639.1 I(below
COMBINED AREA = 211513SF
00_
0 D 1�
--�.�, 69•00,
S 82_y5� 5,5
a��ess
.�.. ► 100BUFFET
CRANBERRY BOG - OF WAT R'_ ��`P� T ��y✓,
I CERTIFY THAT THIS SEPTIC SYSTEM HAS BEEN CONSTRUCTED AS
ILLUSTRATED ON THIS PLAN HAVING A VARIATION FROM THE APPROVED
PLAN. THEREFORE, A REQUEST FOR VARIANCE TO THE APPROVED PLAN
IS BEING MADE, FOR THE AS —BUILT SEPTIC SYSTEM.
310 CMR 15.405(1)(a): LOCAL UPGRADE APPROVAL
1) A 2' variance, pump chamber to front property line, for an 8'
setback.
LOCAL REGULATION 3.7: DISTANCES & LOCATION OF DISPOSAL FACILITIES
2) A 6' variance, S.A.S. to vegetated wetland, for a 94' setback.
A CERTICIFATE OF COMPLIANCE IS REQUESTED PENDING THE BOARD
OF HEALTH, OR ITS AGENTS, APPROVAL.
Q�'Sn Ti-,—_ , f z !er
ENGINEER/DESIGNER
o PETER
RECEIVED � McENTEE C,
v "'
CIVIL
No. 35109
OWNER OF RECORD s11 23
2O 48
McCORMICK, BRIAN D & \
PIKE, KIM Y HEALTH DEPT.
385 WEIR ROAD
YARMOUTH PORT, MA 02675
PROPOSED SEPTIC SYSTEM AS —BUILT PLAN
385 WEIR ROAD, YARMOUTH PORT, MA
Prepared for: Kim Pike, 385 Weir Road, Yarmouth Port, MA 02675
Engineering by: SCALE DRAWN JOB. NO.
Engineering Works, Inc. 1 "=20' P.T.M. 171-18AB
12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 7/12/18 P.T.M. 1 Of 1