HomeMy WebLinkAboutMiscellaneous - 133 Stonecleave Road r
j 133 Stonecleave Road _
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1
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1-67
;1E G`.4'I'TOI-4 t.
A L C
1 . .a.nce To:
`'et _-ids
Drains
Well
`,,'ater Lire Location
♦y
�l
ne
�/4. Septic `?'ank
Tees - Length & To Clean Out COVe-r3
Cent Fine to Tank On Bo :h S �__es f Tank
-
v Distribution Box
Cover ?, BOx - No Cracks
�.. � . A1.1 Lines Flovdn, Eq-aal Amoun-s
I'o Back Flora
T,eac' y' eld or Trcnch
Di IS ions
f s�
Ca-upod Ends
Clean Double Vashed Stone
T,ear�n Fi_I s
Dlrc:,sions
L,
0-tone Depth
Splash Pads
�. Tee_s
Cer,ent Pipe to Pit - Bo .h Sides
Clean r)Oubl_e P s'ied Stour e
D
1..+'� R• ,,i.o Ga-�"'?fiD
e s-i)G�:al
`�• i nal ;yInspe c i_on
10.
r-r:c_-. ,%i,ig CO-ve wed sJ st'em
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11 . As - Built Su'-matted
Lot Locat.ion
Di nlensi Ons of' Systems
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n aith e ,ard t•oe�c
JocaL1�_
rleVations
2.itr Table
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NORM 101TDOV7 'BOARD OF H&4LTH
I� SUBSURFACE DISPOSAL SYSTEM C11:-EK LIST
A.PPROV]ED _ PROVIDED . L-V � q DISAPPPGIED
General Information
Reg. 2.5 Fail 0 The submitted plan must show as a minimum:
• (a)_the lot to be served (area)dimensions, lot , abutters)
location and dimensions of system (including reserve area)
.o.-tcT design calculations
( . calculations showing reouired leaching area
(e) existing and proposed contours
(f) Ocation and lk of deep observation holes-distance to ties
(g) 110cation and resYts of percolation tests-distance to ties
(h) 146cation of any wet areas within 100' of the sewage disposal
system or disclaimer
62— z (i) surface and subsurface drains within 100' of sewage disposal
T system or disclaimer
(j) -location of any drainage easements within 1001 of sewage
disposal system or disclaimer
,(-k) known sources of water supply within 200' of sewage di spoial
system or disclaimer
t,(1) location of any proposed well to E.erve the lot(1001 frog leaching facility)
-(m) location of crater lines on property (10, from leaching Facilities)
(rn) maximum ground water elevation in rirea of sewage disposal system
(o) location of benchmark
(p) plan must be prepared by a Professional Engineer or other
. professional authorized by law to prepare such plans
-(Cl) driveways
, (-r} garbage disposers
_(s)-a-profile of the system (elevations of basement, plumbers pipe
septic tank, distribution box inlets and outlets, distribution
field piping and any other elevations)
t)-'no PVC is to ,be used in construction
STtic Tank.
Reg. 6.1 (a) Cabacities - 150 of, flow
R eg. 6.7 (b)�,VUer table
Reg. 6.$ (c) Tees
Reg. 6.9 Depth of tees
Ree. 6.1 (e) Access
P eg. 6.1 A f) Pupping
(g) Cleanout
Reg 3.7 (h) 101 from cellar wall or ingro�nnd s,Almming pool
(i) �5t from subsurface drains
Reg: 9.1 _ lal Pumps Ap�oroval
Reg. 9.6 ; (b) Stand-by power
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North Andover Subsurface disposal system check list-Page 2'
Fai o stribution Boxes _
Reg.10.2 /(a) SM-) e greater than 0.08
Reg:10.4 (b) Sitrrp
eaching Pits
Leaching pits are preferred where the installation is possible
Reg.11.2 (a) Calculations of leaching area (minimum ni mum 500 S.F.)
Reg.11.4 /('b) Spacing
Reg.11.10 (c) Surface drainage 2%
Reg.11.11 (d) Cover material
eaci1.12 Fields
Reg.15.1 (a) Greater than 20 rrdnutes/inch
Reg.15.1 (b) Area (minimum 900 S.F.)
Reg.15.4 (c) Construction of field
Reg 15 8 ( ) Surface drainage 2h
Reg.3.1 �e) 2.01 from cellar hall or inground sviriwding pool
'l Slope
(a) Slope y/x = (to be shovm)
(b) y/x X 150 = (to be shown)
SOIL PROFILE & PERCOLATION TEST DATA
Board of Health-North Andover, Mass.
ti
Street Lot No.—/4
SubdivisionOwner
04L:
Observer
SOIL PROFILES
1 . Date 2. Date 3. Date 4. Date
Elev. Elev. Elev. .` Elev.
Feet Inches
'0 0 Ties to Test Pits
1 2
2.
2 24
3.
3 36
4.
4 48
5-
5 60
6 72
7 84 _
8 96
08
0 120
ote; Top & subsoil depth; depths of other soil types; ' depth of water table;
depth of refusal.
- PERCOLATION TESTS -
Date Date Date Date Date
Pit Number 1 2 3 4 5
Start Saturation
SoakMins.
Start Test-Time
Drop of 3"-Time
Drop of 6"-Time
Mins. 1st 3" Drop
Mins. nd 3" Drop
Rate Min. In.
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1 1
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ro
40
D` Q
3) t
/ L16
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0
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�NV- Pipa INTO p 2)OX _-
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