HomeMy WebLinkAbout- As-Built Plan / Installation Certificate Form - 531 JOHNSON STREET 6/10/2024 SUMMARY OF INVERTS BUILDING TIES
SEWER 0 FDTN. 102.43 3' OFF BLDG. CORNER A B C D NQTE: THIS PLAN & CERTIFICATION IS NOT
SEPTIC TANK IN 100.18 SEPTIC TANK. IN 15.5 21.0 - A WARRANTY OF THE SUBSURFACE DISPOSAL
SEPTIC TANK OUT 99.95 SEPTIC TAMK OUT 23.0 15.8 - - SYSTEM. IT IS A RECORD OF THE. LOCATION
PUMP TANK IN 99.90 PUMP TANK OUT 34.3 11.2 AND ELEVATION OF THE EXISTING SYSTEM
DIST. BOX IN 101.37 DIST. BOX 47.3 27.3 - - COMPONENTS.
DIST. BOX OUT 101.21
LEACH LINE BEG 101.10 "1 HEREBY CERTIFY THE LOCATIONS, ELEVATIONS, TIES, COVER MATERIAL;
-LEACH LINE END 100.90 EXPOSED COMPONENT COVERS ETC., SHOWN ON THIS AS—BUILT SUBSTANTIALLY
AGREE WITH THE APPROVED PLAN AND HAVE DETERMINED THAT THE BREAK
OUT ELEVATIONS, IF APPLICABLE, HAVE BEEN MET."
SIGNATURE OF DESIGNER DATE
150'
r
LOT 20
(44,128 S.F.)
VENT
srt i s'
I� INSP. PORT b
a� I LEACH FIELD
N (600 S.F.) (N
1000 GAL MONOLITHIC
PUMP TANK
1500 CAL MONOLITHIC
SEPTIC TANK
CLEANOUT
a a
� IY PQRCHI
BAFFLE �.,_�° DECK I
DIST. BOX ,F Toz3x a.�r.
CF 100.Of EXISr.
EXIST.3 SDRA4. -
DWELNG.dE537 I
f GARAGE
APPROX. k
1f UST. f
talc. +
III
f DRIVE.
I
86.59' f 6 1f Y
JOHNSON STREET
AS BUILT PLAN
cQ OF
w m SUBSURFACE DISPOSAL SYSTEM
LOCATED IN
NORTH ANDOVER, MASS./531 JOHNSON STREET
AS PREPARED FOR
OF TODD SORRIN TM: 98A
DATE: 6-10-24
aVLADIMIRL , SCALE: 1"=40'
NEMCHE , TL: 14 0 20 40 80
F Nd
N
�jsT � MERRIMACK ENGINEERING SERVICES
L 66 PARK STREET
° ANDOVER, MASSACHUSETTS 01810