HomeMy WebLinkAboutMiscellaneous - 262 RALEIGH TAVERN LANE 4/30/2018 (2)Board --er Mass.
North
FAIL OK
Rea-sDast
SEPTIC SYSTEM
TNSTAILATT-CK CHECK LTST
r;-)*,
LOT
XCAVATION
1.
Distance To*
a. Wetlands
b. Drains
0. wen
2.
Water Line Location
.3.
No PVC.Pipe
Septic Tank= ----
a. -Tees r. -Length & To Clean Oat covers.
b. Cement Pipe to Tank - On Both Sides of Tank
Distribution Box
a. Covers & Box - No Cracks
b. All Lines Flowing Equal Amunts
c. No Back Flow
6.-
Leach Field or Trench
a. Dimensions
b. Stone Depth
c. Capped Eh6.
d. Clem Double Washed Stone
7.
Leach Pits
a Dimon * PAS
b:. Stone3liepth'
C: 1 Pads
T
d s
e. / ement, Pipe to Pit Both Sides
f. Clean Double Washed Stone
8.
No Garbage Utsposal
9.
Anal Grading Inspection
10.
Barricading Covered System
3-1.
As Built Submitted
a. Lot Location
b. Dimensions of System
c. Location with Regard -to Pere Test
d. Elevations
e6* Water Table
ard of Heal,,h
APPROVED D UE
Provided:
Titld'V
Reg 2.5
s
Reg 6
S 'T'SPTACE DISP0,c.6L,DF.QTGN CHECK LIST
L
DISAPPROVED
Reasons:
PAN
DATE
Z17V
LOT #
/WRX)121�
k submitted plan must show as a minilmim!
the lot to be served-area.,dimensions lot # abutters
location and log deep observation gles-diss;tance to ties
location and results percolation tests -distance to ties
design calculations & calculations showing required leaching area
location and dimensions of systera-including reserve area
existing and proposed contours
location any r3t, areas Athin 1001 of sewage disposal system or
disclaimer -check metlands mapping
surface and subsurface drains within 1001 of sewage disposal
systm or disclaimer
location any drainage easermts vithin. 1001 of seange disposal
system or disclaimer-Planniing Board files
-knom sources of vater supply within 2001 of sevmge disposal
,�Wstem or disclaimer
location of wq proposed wall to serve lot -1001 from leaching facility
location of water lines on property -101 from leaching facility
location of benchmark
Arivew-dys
ifarbage disposals
no PVC to be used in construction
profile of system -elevations of basement,, plumbp pipe., septic tank,
,distribution box inlets and outlets,, distribution field piping and
Pther elevations
maximam ground water elevation in area sewage disposal system
plan mast be prepared by a Professional Engineer or other
professional authorized by law to prepare such plans
SEptic Tan
capacities -150,% of flow,, water table., tees,, depth of tees.,
access., punping
cleanout
101 from cellar wall or inground swinning pool
251 from subsurface drains
Reg 10.2 Distribution Boxes
I Aa3 slope greater than 0.08
Reg 10.4 [-- --*'-Kb) suV
(D
ARE CA.TcAi:os.!t� I.Q
T
A VIX - Ao c� a t 0 �-Wi N Q t GS L
ro Frat FbrNek5t2. f,-- TK(S. (FLG:W,.'rt0.Nj DIM PM.40rZILM
P'.. C. -T; D M t T. C- Z -.
(F: LE V 10 t4--;
T br� t>RW
W41i W F,00 roej-'.)
TO 0 A V-.� 0,3 �-- Q-
NbRTH
ANDOVER, MASS.
ZY 19-,?
o c -,F NA vA B(��RD
OF HEALTH
FROM:
DESIGN ENGINEER Re:
Soil Absorption
Sewage Disposal
System
This is to certify that
I have inspected
the construction
materials of
said disposal system at
sc> la,
-TA-,jE:%zQ LQ.
Site Location
North Andover, MA.
The grades and construction materials are as specified in my plans and
specifications dated 19 7/ and —6 /-7 P�, 195
Reg. Prof. Engineer/Re�- Sanitarian
Subsurface D-sArm Mae': T Ist Page 2
FXIL 1 01
Reg 3-1.2
3-1.4
11.10
11.13.
Regl5.1
1�.4
15.8
3.7
Reg 14.1
14.3
14.4
14.6
14.7
14.10
Reg 9.1
9.6
Leachlag Pits
Leaching pits 0 preferred where the installation is possible
:a) calculation of leaching area-idnimm 500 eq ft
'b) spacing
0 -surface e 2%
at'On of
cls
Id) cover ma rial
F� r
,e) I'x2'x4 splash pad
I
e 0
:f) tee at Ulbow
a I mi,
,g) no b ds in ipDe from d -box to pipe
Leac g 7elds
:a) �eat th 20 ranutes/inch
r
�b 900 sq ft
C� ons tion of field
surfa. drainage 2 %
,e) 20t , m collar vall or inground suindng pool
12!2hLag Wenches
a) calculations of leaching area-nin 500 oq ft
b) spacing -4 ft nin 6 ft with reserve betuzen
C) amensions
d) construction.
e) stone
f) sarface drainage 2%
Domhill Slop e
a) slope v/x --"M be shomn)
b) y/x X 150 = (to be shown)
a) approval
b) stand-by power
9
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