HomeMy WebLinkAboutCertificate of Compliance - 195 OLYMPIC LANE 6/8/2000 TOWN OF NORTH ANDOVER
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
DATE OF COMPLIANCE:
6/8/00
This is to certify that
the individual subsurface disposal system
constructed O or repaired (X)
by
John Soucy
at
195 Olympic Lane
has 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.
A �� g
Board of Health Inspector
F11011 R. C. TANGARD PF-101qE hdG. 781 334 011
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IN'M--kLLAT 101N CERTIFICATION
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The urtdersk�ntd hcre��v certiry that tl�e S-vxagc i)isposni Svwtc:,,
(' ren irev;
located
was installed in c:MSc-'xMnce With the North, Andover.Board of ith arpr�v��' plan,
System ,Dasi,n Pc,:.j-dt dated
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r"lodv rai gallon$ per day The mater�nls usad were in coil lunar ", with those
specified oh the app'ov.b plan; the systM was installed in accordiirce ith the prcvision_�
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of 310 C:�t l 5 000, Title 5 and local resJlat Otis, and the final uradim, agrees
substantially Nrtith the approved plan. All work: is accurateiv represented ,;n cho .3,sAhr;iit
which has bin subrnlrted to the Board c` tia" alth.
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INSPECTION CHECKLIST FOR SEPTIC SYSTEMS
Yes NO Initials
A. Bottom of Bed
1. Excavation to proper depth {z-
"2°' With trenches,sides of excavation are beneath B horizon
3. Edge of excavation specified distance from foundation,etc.
Comments:
B. Retaining Wall
1. Wall height and width as specified
2. Waterproofed
3. Wall minimum 10'to leaching facility
4. Wall meets specifications of plan
Comments:
C. Building Sewer
1. Pipe diameter minimum 4"
2. Schedule 40 pipe
3. Watertight joints
4. Inlet to tank cemented
5. Slope minimum 0.01 or 1/8"per foot minimum
6. Pipe properly set on compact firm base
7. Pipe laid on continuous grade in straight line
8. Cleanouts precede all change in alignment and grade
9. Manholes at any 900 change
10. 10' minimum offset to water line
Comments:
D. Septic Tank
1. Level
2. 1,500 gal minimum ,t �/�
3. Gas baffle present on outlet = ��
4. Manhole to grade
5. Manholes over center and each tee v e =
6. 3-20"manholes
7. Inlet tee minimum 12"under invert
8. Outlet tee minimum 14"under invert
9. Outlet line cemented
10. Air space 3"above tees
11. 2"-3"drop from inlet to outlet
12. Pipe set
13. Compact base with 6"of'/4"crushed stone under tank
14. Tank is watertight
Comments:
Yes NO
E. Pump Chamber
1. If separate from tank,compact base with 6"of/4"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:
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 e,
Bucket test done?
2. Minimum 2"of pea stone above distribution lines
3. Minimum 6"stone 4. Dis bu on lines capped etor connected together
5. Grading meets 3:1 slope � m-
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
I. Minimum 2 trenches
2. Length of trenches agree with plan. (Max, length 100')
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
9. Pipes set on stable base,
Comments:
I. Leach Field
1. 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 fields 10' minimum
6. Pipes set on stable base
7. Maximum 4' separation fi°om edge of field to first line
8. Minimum two distribution lines
9. Maximum perc rate 20 mpi
Comments:
J. Leaching Pits
1. Minimum inlet pipe 4"
2, Pits of concrete
3. Sidewall between 12"and 48"wide
4. Access manholes on each pit
5. Pipes cemented with hydraulic cement
Comments:
K. Final Grade
I. Slope over soil absorption system minimum 0.02
2. All system components covered by at least 9"soil
3. Cover soil free of stones larger than 6"
4. Grading slopes away from dwelling
5. No areas over system that may pond