HomeMy WebLinkAboutCertificate of Compliance - 146 OLYMPIC LANE 6/21/2000 TOWN OIL NORTH ANDOVER
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
CE
DATE OF COMPLIANCE.
6/21/00
This is to certify that
the individual subsurface disposal system
constructed () or repaired (X )
by
John Soucy
at
146 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.
Board of Health Inspector
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TO` ,�IN Or {,NORrrz ANDOVER SE�V.- cGE DISPO AI. S)"SI,r,A,t
Iti-}STAL.LA TTOiN CERTIFICATION
the under slimed here,v certify that the S e%vane Disposal Sy stem cor.su"Act d;
�t�) repaired: v
located at
was installed in confcrmance vith the No.-th Andover Board of He4ith approved plan,
Svstern Desizn Pe; rit Ji� dated wit- an accroved desil}n
floGV o, I-ailons per day The materials used were in conlbrmar.c° .vith those
speciried oh the approved plan; the system was installed in accordar.ce v ith the provisions
of 3 10 CNIR 15 000, Title 5 and 'Local rettlations, and the final ryradir.� "Fees
substantially with the approved plan, ,ail work is accurateiy represented or the As-built
w[Lich ' as been submitted to the Board cc Health.
Bed inspection -date: 1 o `.°,
EnSin =r lt:;;7r,s ,.. utie
Final inspection sate: t a —
LnC.n h prese,.tat.t:
Date ---
Besiim, EnQi ee . raft .. �°_ Date
RICHARD
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TANGAR 11
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AS-BUILT CHECKLIST
i' LOT NUMBER, STREET NAME
ASSESSORS MAP &PARCEL NUMBER
_ LOT LINES &LOCATION OF DWELLINGS
LOCATIONS & DIMENSIONS OF SYSTEM,
INCLUDING RESERVE
;z
TIES TO LOT LINES & DWELLING, WELLS
a. FROM SEPTIC TANK
b. FROM LEACH AREA
LOCATIONS OF DEEP HOLES & PERC
TESTS
V/ ELEVATIONS OF DISPOSAL SYSTEM
n. TOP OF FDN ELEVATION
/ LOCATIONS OF WELLS, DRAINS, WATERCOURSES
WITHIN 150' OF SYSTEM
LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE
} DISTANCES FROM CORNERS OF HOUSE TO CENTER OF
TANK& D-BOX
ORIGINAL STAMP & SIGNATURE
IMPERVIOUS AREAS - DRIVEWAYS ETC.
N
NORTH ARROW
LOCATION&ELEVATIONS OF BENCHMARK USED
iL
INSPECTION CHECKLIST FOR SEPTIC SYSTEMS
Yes NO Initials) �
A. Bottom of Bed
I. Excavation to proper depth
2. With trenches,sides of excavation are beneath B horizon
3. Edge of excavation specified distance from foundation,etc.
Comments
� 3 g
a
B. Retaining Wall
1. Wall height and width as specified
2. Waterproofed
3. Wall minimum 10'to leaching facility p
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 tz'
8. Cleanouts precede all change in alignment and grade
9. Manholes at any 90°change
10. 10' minimum offset to water line
Comments:
D. Septic Tank ,
1. Level
2. 1,500 gal minimum s
3. Gas baffle present on outlet
4. Manhole to grade t�
5. Manholes over center and each tee r
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 1/4"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 a =
6. Box is watertight ate''
7. All lines cemented with hydraulic cement t
8. Schedule 40 pipe
Comments:
G. Soil Absorption system
1. All stone double-washed-1/d 1 %a" *°
-pea stone
Bucket test done?
2. Minimum 2"of pea stone above distribution lines l'
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')
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 held 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 from edge of field to first line
8. Minimum two distribution lines G
9. Maximum perc rate 20 mpi
Comments:
..M d
zq
^s
� ry
J. Leaching Pits `
I. 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
1. 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