HomeMy WebLinkAboutMiscellaneous - 34 SAW MILL ROAD 4/30/2018 (3)SOIL PROFILE & PERCO'i.,\TIQN TEST DATA,
NortS Andover liIs &Street
s • No. Lot N o .
Loc./Subdiv. Plan Owner
Investigator �i-� ,. - Observer,
SOIL PROFILES -DATE
1' Elev. �' Elev. 3' Elev. 4-Elev.
0 0 0 0
� 1 1 1 1 •
2 2 2 2
Ties to Test .Pits
3 3 _ 3 3
1�
Benchmark
Elevation
r�
5
6
7
8-
9
10
4
5
6
7
8
9
10
Location
Datum
Percolation Tests -Date
T1atw�___
4
5
6
7
8
9
10
V
Pit Number 1
2
3
4
5
Start Saturation ao
Soak -Mins.
Start Test -Time
Drop of 3" -Time
Drop of 6" -Time 21
Mins. lst. 3"Dro
Mins. 2nd 3"Dro
_
Percolation Rate
Notes & Sketches on Back
TO: \vU 1 `r�- \A � N Z�6'j Ls (Z'
FROM:
1
NVRTH +'ANDOVER, MASS. �Jt7 �.� I �� 19 r
BOARD OF HEALTH
DESIGN ENGINEER Re: Soil Absorption
Sewage Disposal
System
This is to certify that I have inspected the construction materials of
said disposal system at �� 'S -� `-� -�' w ;.ti k L- N
Site Location
North Andover, MA.
The grades and construction materials are as•speciAfi\ed in my plans and
specifications dated ��= 19�,) and 'tUy� �°� 19%\
t
Reg. Prof. engineer/Reg. Sanitarian
Board of Health
North An ver Maas.
BEMC SISTEM
IN STALLATICK CE30K LISP
LOT
AVATIOK OK FAIL
OK—
—
1. Distance Tof
a. Wetlands
b. Drains o
-
c. Well
2. Water Line Location
- 30 No PPC Pipe
%. Septic Tank "= -
a. _Tees -_Length & To Clean Oat Covers.__
b. Cement Pipe to Tank.- On Both Sides of Tank,
5. Distri.butlon Box
a. Covers & Box - No Cracks
b. All Lines Flowing Equal Amounts
c. No Back Flow
6. Leach Field or Trench
a. Dimensions
b. Stone Depth
c: Capped Inds -" f
d. Clean Double -Washed Stone'
7. Leach Pits
a. Dimensions
b. Stone Depth --.
c. Splash Pads
d. Tees
e. Cement Pipe to Pit - Both Sides. `
f. Clean Double Washed Stone
8. No Garbage Disposal
9. Anal Grading Inspection
10. Barricading Covered System
11. As Built Submitted
--
a. Lot Location -- - =- -=
b. Dimensions of System
c. Location with Regard -to Perc Test
d. Elevations
e. Water Table
Board of Health
North 1 j!�doverjMass
YPROPED
'rovideds
'itle V
:ag 2.5
Reg 6
DATE
OAC
SUBSURFACE DISPOSAL DESIGN CHECK LIST
DISAPPROVED DATE
Reasons s
r
The submitted plan must show as a minimums
a) the lot to be served-area,dimensions lot #,abutters
keocation
ation and log deep observation hoes -distance to ties
ation and results percolation tests -distance to ties
ign calculations & calculations showing required leaching area
and dimensions of system -including reserve area
sting and proposed contours
g) location any wet areas idthin 1001 of sewage disposal system or
/-disclaimer-check wetlands mapping
h) surface and subsurface drains within 1001 of sewage disposal
/system or disclaimer
i) location any drainage easements within 1001 of sewage disposal
/system or disclaimer -Planning Board files
J) knom sources of water supply within 2001 of sewage disposal .
stem or disclaimer
location of any proposed well to serve lot -1001 from leaching facility
.location of water lines on property -101 from leaching facility
m�location of benchmark
n� driveways
ogarbage disposals
no PVC to be used in construction
q) profile of system -elevations o£ basement, plumb, pipe, septic tank,
distribution box inlets and outlets, distribution field piping and
,,,.-Other elevations
rrax mum ground water elevation in area sewage disposal system
Is plan mast be prepared by a Professional Engineer or other
professional authorized by law to prepare such plans
,,,-,.Septic Tanks
a) capacities ---150% of flow, water table., tees, depth of tees,
i access, pumping
b) cleanout
0 101 from cellar wall or inground swimming pool
d) 251 from subsurface drains
eg 10.2. Distribution Boxes
L) slope greater ME 0.08
eg 10.4 b) sump
_J
Subswrfame Design Check List
' t) ( FAIL I OK
Leaching Pits
Leaching pits a preferred where the installation is possible
;a) calculation of leaching area-ndnimum 500 eq ft
;b) spacing
c surface e
d) 2%cover maerial
`e P x2' splash pad
f tee a elbow
g nob ds in pipe from d -box to pipe
Leaching Fields
reo greater an 20 minutes/inch
a"o'nstruction
rea-minimum 900 sq f t of field
surface drainage 2 %
e) 201 from cellar wall or inground swiwmdng pool
L eaching f. enc
a calculations o eaching area -min 500 sq ft
b spacing -4 ft 6 ft with reserve between
c dimensions
d) constrac on
e stone
f surf 9 drainage 2%
�Dprn},ill o e
r/ati-opex y = to be shownx a 50 (to be showm;
a
a) a
b) s -by power
�.
Commonwealth of Massachusetts
Massachusetts
System Pumping Record
System Owner
co t� 1 r J l
Date of Pumping: r —? -- 9
Cesspool: No Yes ❑
System Location
C�
TOWN OF NORTH ANDOVER/
BOARD OF HFALTH
LMUGG351996
Quantity Pumped: GU gallons
Septic Tank: No ❑ Yes
System Pumped by: Varej at siaeez�, License #
Contents transferred to : Greater Lawrence Sanitary District
Date:
Inspector: