HomeMy WebLinkAboutMiscellaneous - 987 Wildwood CircleBoard of Health- BEPTIC MTEH
North An ger Mass. , - � . � .-
INSTALLATICK CHECK LIST
N.
LOT
�' IIfI FHOVEXCAVATION OK FAIL
� �/. eansi
�,,' Grp
OK
1. Distance Tot-
a. 'Wetlands�p,�,��
b. Drains
c. welt
2. Water Line Location
3. No PPC Pipe
4. Septic Tank _
a. _Tess -_Length & To Clean Out Covers....._
b. Cement Pipe to Tank Oa Both Sides of Tank
5. Distribution Box
a. Covers & Box - No Cracks
b. All Lines Flowing dial Amounts
c. No Back Flow
6. Leach Field or Trench
a. Dimensions
b. Stone Depth
c: Capped Ends
d. Clean Double�Washed Stone'
7. Leach Pits
a. Dimas ons .
b. Sto Depth
c. ash Pads
d. eas
e Cmaeat Pipe to Pit - Both Sides
f. Clean Double Washed Stone
8. No Garbage Disposal
9. .Final grading Inspection
10. Barricading Covered System
11. As Built Submitted
a. Lot Location
b. Dimensions of. System
c. Location with Regard_to Pere Test
d. Elevations
e. Water Table
I
.soard of Health
No rti::,ndover, Mas s
SUBSURFACE DISPOSAL DESIGN CHECK LIST
APPROP ED DATE ; 8 1
Provided:".11"A
Title V
Reg 2.5
CgeLv_
C% 6Wc ..�
Udr -
&ULCs•s
sa**eC
Reg 6
Reg 10.2
Reg 10.4
MIU
DISAPPROM DATE
Reasons:
see It, O
LOT / sib
jcbnhe submitted -plan must show as a ldm=
) thelot to be served -area, ,dimensions lot #,abutters
location and log deep observation hoes -distance to ties
location and results percolation tests -distance to ties
design calculations & calculations shoving required leaching area
) location and dimensions of system -including reserve area
) existing and proposed contours
g) location any vet areas within 100' of sewage disposal system or
- disclaimer -check wetlands mapping
(h) surface and subsurface drains within 100' of sewage disposal
system or disclaimer
(i) location any drainage easements within 100' of serge disposal
system or disclaisr—er-Planning Board files
(j) know sources of -.ester sLTply vithin 2001 of sewage disposal e
system or disclaimer
(k) location of any proposed well to serve lot -1001 from leaching facilit,
7(l) location of kater lines on prop6rty-10' from leaching facility
m) location of benchmark
(n) driveways
garbage disposals
no PVC to be used in construction
(q) profile of system -elevations of basement, plumb, pipe, septic tank,
distribution box inlets and outlets, distribution field piping and
®they elevations
r) maximum ground later elevation in area sewage disposal system
s) plan must be prepared by aProfessional E gineer or other
professional authorized by lair to prepare such plans
Septic Tanks 200 °io
a) capacit es of flow, vater table, tees, depth of tees,
access, pumping
b) cleanout
C) 10' from cellar --all or inground suimm ng pool
d) 25+ from subsurface drains
Distribution Boxes
a) slope greater than 0.08
b) sump
Reg 9
1.ti.3 b) -spacing -4 ft min 6 ft with reserve between
14.4 ) dimensions
3.4.6) construction
14,7 stone
U.10 - -- f) surface drape 2%
Doxnhill Slooe
slope yl. --- :CD be shown)
b) y/x Z 150 (to be show) '3 `+ T --C,
Punms
Reg 9.1 a)
9.6 b) laud -by power
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4��� a taco
D.. -4m
Che -A
List Pae 2
FAIL
CK
11
Leaching Pits
Leaches pits are preferred where the installation is possible
Reg 11.2
ll -4
11.10
11.31d)
a) calculations of leac ea-13d.nimlm 500 eq ft
b) spacing
c surface drainage
cover maters
e)' z2 x4" sh pad
f) tee at x
g) no beads in .pipe from d -box to pipe
Reg 15.1a
Leaching Fields
no greater ninutes/inch
barea- 8q ft
15.4
15.8
3.7
c construe of field
d) sada drainage 2 %
e) 20' m cellar �mll or ingrowid swimming pool
1
eschin Hemches
.1—calculations - of leaching area-rdn 500 sq ft
Reg 9
1.ti.3 b) -spacing -4 ft min 6 ft with reserve between
14.4 ) dimensions
3.4.6) construction
14,7 stone
U.10 - -- f) surface drape 2%
Doxnhill Slooe
slope yl. --- :CD be shown)
b) y/x Z 150 (to be show) '3 `+ T --C,
Punms
Reg 9.1 a)
9.6 b) laud -by power
Y-
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SOIL PROFILE & PERCOLATION TEST DATA
North Andover, Mass. Street No p: CaJ �,�C-i Lot No
Y
Lac/Subdiv. Pland Owner
Investigator / pserver
L CJU j
we SOIL PROFILE DATES
l.�lev 2. El ev--\,,,— 3.Elev 4.Elev
l%30/r?
�° ,3 .
0 0 ,� o a` 0
\ Ties P Test e
q■
31—
SO i_
SO
.11
mp
=■
9
10
Benchmark
Elevation
2
3
4
5
` n r6
7
8
9
10
2
3
4
5
6
7
9
10
Datum
PERCOLATION TESTS
DATES
2
3
4
5
6
7_
9
O.0
Oto]
Pit Number 1 2 3 4
Start Saturation
Soak -Minutes
ar
Drop of 3" -Time
Drop of 6" -Time
Mmms.lst 3" drop
Mins.2nd " Drop
Percolation
4z Ile�~ 32 -0Z
_� ��-•
SOIL PROFILE & PERCOLATION TEST DATA
North Andover, Mass. Street No W t� d Wiy, Q Lot No
. � l
Lae/Subdiv. Pland Owner
Investigator Ke'//l t4lAcK &qt -e Observer
II SOIL PROFILE DATES
1.'Elev 2.Elev 3.Elev 4.Elev
n
0
1
2
3
4
5
6
7
8
9
10
0
1
2
3
5
6
7
8
9
10
0
1
5
6
ey
Benchmark Location
Elevation Datum_
PERCQLATION TESTS
io)..,A7
Ti -es Pitr Test
s
-5-1" 4 wile of vy-,�
�+b �e 64
she 44
4
t""
reel
A0 it c"P
„1_
Pit Number 2
3
4
Start Saturation
Soak -Minutes
Start-Test=TTMe�.
Drop of 3" -Time
Drop of 6" -Time
Msams - Ist 3" drop
Mins.2nd 311 Drop
Percolation �3
..
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AS4
OF f3UILT PLAN
SUBSURFACE
S�TEtDISPOSAL
„
oRTN ANDOVERPARED FOR
MASS.
S. REACT TRUST
LATE: AUGUST, 198 3
SCALE: 50
1 _
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lviERR1N1qCK
ENGINEERING
SERVICES, INC.PROfESs(OWgE ENGINEERS
• LAND SURVEI�ORS •
66 PARK ANppyER. STREET • PLANNERS S
01810 0 TEt (617) 4715-3355, 373.577,
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