HomeMy WebLinkAboutSeptic As-Built Plan of Land - As-Built Plan / Installation Certificate Form - 300 FOSTER STREET 6/9/2020 I CERTIFY THE LOCATIONS, ELEVATIONS, TIES,
i LOT AREA COVER MATERIAL; EXPOSE COMPONENT COVERS,
54,506 S.F.f 2 STORY 2 CAR ETC. SHOWN ON THIS AS—BUILT SUBSTANTIALLY
WOOD FRAME GARAGE
STRUCTURE AGREE WITH THE APPROVED PLAN AND HAVE
DETERMINE THAT THE BREAK OUT ELEVATIONS
(4 SEDROOm MOUSE) �� - HAVE BEEN MET.
OcI.r
1,500 GALLON OF
CONC. SEPTIC TANK Bit- -�
15.6 A TOF 135.7,J Conc.
Driuewo
f`_ -a
33,9' m --
aEkway —i -
CAL
p No.4,11586
H-20 RATED CONC. O 21.fi° m ��
IL
D—BOX S W .
�� SOIL ABSORPTION AREA
INSPECTION PORT �1 LEACHING BED-,, JOHN D. SULLIVAN III�ttPE
EIVEED
20'W x 30'L31
Wf 4 DISTRIBUTION LINES
a 1 l
� " , �
/ 13 �
30.3' F i _ E .x
� . MEN
E z OWNER:
DIPTI SHAH
300 FOSTER STREET
O Nam' '
NORTH ANDOVER, MA 01845
-------- -----� 33.4' ws
ASSESSOR INFORMATION:
TAX MAP 104E LOT 2
15' ROAD WIDENING EASEMENT
101.6
r300 FOSTER STREET
Pavement 1�3a,f SEFWC AS-BUILT PLAN OF LAND
29.08'
F S T E F?"
edge Qf p�en t L0C'ATED I
S T E E T NORTH AN VIE` , MASSACHUSETTS
SCHEDULE ELEVATIONS SEPTIC BUILDING CORNER (ESSEX COUNTY)
DESIGN AS—BUILT T SYSTEM TIES A B
SEWER INVERT OUT OF HOUSE 132.1' 132.1' SEWER AT FOUNDATION 3.7' — PREPARED FOR
SEWER INVERT INTO SEPTIC TANK 131.9' 131.9' SEWER COVER OVER SEPTIC INLET 18.4' 36.3' DIPTI SHAH
SEWER INVERT OUT OF SEPTIC TANK 131-59' 131.59' SEWER COVER OVER SEPTIC OUTLET 20.9' 37.1' SCALE.° 1 '® 20' DATY JUNE 5, 2020
SEWER INVERT INTO D—BOX 131-50' 131.47' CENTER OF D—BOX 20.8' 33.8' PREPARED BY
SEWER INVERT OUT OF D—BOX 131.33' 131.32' EDGE OF FIELD (C) 26.5' 41.2' SULLIVAN ENCINEERING CROUP,
LLC
SEWER INVERT BEGIN LEACHING TRENCH 131.26' 131.25' EDGE OF FIELD (D) 21.0' 27.1' P.O. BOX 2004
SEWER INVERT END LEACHING TRENCH 131.11' 131.10' EDGE OF FIELD (E) 51.4' 54.9' WOBURN, MA 01888
BOTTOM OF LEACHING FIELD 130.61' 130.60' EDGE OF FIELD (F) 53.6' 63.1'
MAXIMUM SEASONAL GROUNDWATER 126.6' INSPECTION PORT 47.4' 55.3' SHEET No. 1 OF 1