HomeMy WebLinkAboutCertificate of Compliance - 88 HAY MEADOW ROAD 12/24/2003 Town of North Andover °F ",°EOT"qNo
Office of the Health Department "`
O - A
Community Development and Services Division
27 Charles Street
North Andover, Massachusetts 01845
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Heidi Griffin Telephone (978)688-9540
Acthig Pathlic Health Director Fax(978)688-9542
TOWN OF NORTH ANDOVER
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
DATE OF COMPLIANCE
December 24, 2003
This is to certify that
the individual subsurface disposal system
constructed ( ) repaired (X)
by
Richard Aversa
i
at
88 Haymeadow Road
North Andover, MA 01845
as been installed in accordance with the provisions of Title V of the State Sanitary Code and with the
North Andover Board of Health regulations.
The Issuance of this certificate shall not be construed as a guarantee that the system will function
satisfactorily.
Jonathan arkey
North Andover Board of Health
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVA"rION 688-9530 HEALTH 688-9540 PLANNING 688-9535
TOWN OF NORTH ANDOVER SEWAG E DSPOS L SYSTEAJ
MLLATION CERTIFICATION
�C
The undersigned hereby ceztity than the Swage Disposal Systez X,X)cOnstructed;
( )repaired;
Jocated at 88 kia In
was installed iri coaforn.-jance with the Noilb Aiidover Board of Health approved pfau'*
Syw.,te'm Design pe wit � .�iplaa d-atvd E; a 1�_-C7
With a design flow
of gallons Pe'r day< Ile rrlateiah used
wart:in com ormaDee with tlsose specified
can the ac,proved pl"; the system eras i.,ust`illed in accord ce witb the provisions of 31 Ct
C. 15.OJOp Title 5 am)local regulations, and the final grading agrees substantially watlj
the approved plan. All w•vo(k is ac,:.urately,"'ePlesente,d on the As-built which has been
subMitted to the Board'of 1°Iealth,
'Please .not e 11C'� I1 ;E: ti , zank and p-anip ;�ha!Il}"eL location tits
=�tc�wn op as .. ul , 1 f 1r) -31-:4)2
l. ec. Inspecsox, date; �-.� � "Ohn _AcQui.lkin
Engirseer,Representative�-
�haaJ inspection date: 1b-1 0 John mc.Quiikin
Ni ineex Representative
Insp„allea
A 11
1N of
JOHN P.
Me lulLKIN in,
QVIL
Pao.JIM
r�N � �
�
INSPECTION CHECKLIST FOR SEPTIC SYSTEMS ,
\ Yee N(} 10 tials
� A. Bottom ofBed
/| l' Excavation to,'-`- 6eoth
6�nnud�0bor�ou
% VVkbbcmoboa,uidemofoxouvobou�e
'
3. Edge of excavation specified distamoe fi'mn foundation,etc.
i
Comments:
/
'
|
�
� u` �etuu�vg Wall
1. Wall height and width oaspecified
2. ------- -----
3. Wall 'minimum 1O`to leaching facility
4. Wall meets specifications of plan
Comments:
uilding Sewer
1. Pipe diameter minimum 4"
2. Schedule 40 pipe
3. Watertight joints
4. Inlet to tank cemented
5. Slope minimum O.Ol or 1/8"per foot minimum
6 Pipe on compact firm ouao
' �u d�io��a{u6t|�o
7 Pipe|oidoocno�continuous ,
8.' Cleanmts precede all change in alignment and Qmde
9. Manholes u1 any 90»change
\0. 10`minimum offset to water line
ConmcooaCo:
D. Septic Tank
2. 1,500 gal minimum
3, Gas baffle present on outlet
4. Manhole to grade
5. Manholes over center and each tee
6. 3-28"manholes
7. Inl` tee m inimum 12"wider invert
8. outlet tee minbnmn l4''under invert
9. Outlet line cemented
lO. Air space 3"above tees
11. 21'-3"drop from inlet tuoutlet
12 Pipe set
13.' Compact base with 6"of3/4"crushed stone under tank
l4. Tank iavvauerbm6t
Cmmrocotu:
Yes NO
E. Pump Chamber
1. If separate from tank,compact base with 6"of 3/e"stone underneath
2. Minimum 2"pipe to d-box if gravity system
3. 20"access manhole
4. Tank level
5. Watertight
6. Tank size agrees with plan specification
7. Manhole to grade
8. Check valve and bleeder hole present
9. Alarm in building on separate circuit
10. Alarm functions
11. Manual operating switch
12. Pump delivers liquid to d-box
Comments:
I
F. Distribution Box
1. D-box level
2. Minimum 0.1T'(2")drop from inlet to outlet
3. Minimum 6"sump
4. Outlet pipes show equal distribution
5. Compact base with 6"of stone beneath box
6. Box is watertight
7. All lines cemented with hydraulic cement
8. Schedule 40 pipe -
Comments:
G. Soil Absorption system
1. All stone double-washed-'/4"- 1 ''/2"
-pea stone
Bucket test done?
2. Minimum 2"of pea stone above distribution lines
3. Minimum 6"stone beneath pipe
4. Distribution lines capped or connected together
5. Grading meets 3:1 slope
6. Minimum of 9"of fill graded over system
7. Toe of slope stops minimum 5'from edge of property; if not,then swale.
Comments:
H. Leach Trenches
1. Minimum 2 trenches '_
2. Length of trenches agree with plan. (Max. length 100') �M
3. Width of trenches agree with plan-Minimum 2';maximum-4'.
4. Vent present if<50 feet or specified
5. Distance between trenches minimum 4'and maximum of 6'
6. Minimum distance between trenches 10'
7. Pipe slope minimum 0.005 or 6"per 100'
8. Depth of trenches below outlet invert minimum of 6".
,
/
|
'
'' \
Yes NO >
stable
0. p�eym�on � � �
Comments:
I Maximum length of field 100'
2. Pipe slope minimum 0.005 or 6"per 100'
3. Separation between pipe 6'maximum
4. Pipes connected at end
5. Separation between adjacent fieldg'I 0' minimum
6. Pipes set on stable base
7. Maximum 4' separation from edge of field to first line
8. Minimum two distribution lines
9. Maximum perc rate 20 mpi
Comments:
J. Leaching Pits
l. Minimum inlet pipe 4"
2. Pits oCconcrete
| 3. 8idevvo|}ho1weou l2"and 48"wide
` 4. Access manholes uu each pit
5. Pipes cemented with hydraulic cement
Comments:
K. Final Grade
1. Slope over soil absorption system minimum 0.02
2. All system components covered by at leas 7
3. Cover soil free of stones larger than 6"
4. Grading slopes away from dwelling
5. No areas over system that may pond