HomeMy WebLinkAboutMiscellaneous - 370 GREAT POND ROAD 4/30/2018M,
I
TOWN OF NORTH ANDOVER
SYSTEM PUMPING RECORD
[).ATF: Q
>l D'I'EM OWNER & ADDRESS
71 62--��
SYSTEM LOCATION
(example: left front of house)
&c -L S) de
DATE OF PUMPING, a /S U QUANTITY 1 UMP[Dt300 G'ALLONi
C.I:�.SI'OOL: NO (/ YES SEPTIC TANK: NO YES _
".ATURE OF SERVICE: ROUTINE ^ EMERGENCY
GOOD CONDITION FULL TO COVER
HEAVY CREASE BAFFLES IN PLACE
ROOTS LEACHFICLD RUNBACK
CXCESSIVE SOLIDS FLOODED
SOLIDS CARRYOVER �j�HER (EXPLAIN)
.. i
S1') LM PUMPCD BY.
� U.M N1 I=NTS:
�.(iN"I'ENTS T)tANSFEIZIZED TO:
TOWN OF NORTHANDOVER
SYSTEM PUMPING RECORD
APR — 7 20M
>> > i tm UWNI!;K & ADDRESS SYSTEM LOCATION
(example: left front of house)
�3 7? �G
/� - ���0?c� rte• ;
U:\'I'C OF PUMPINC: 03 QUANTITY PUMPCD/z�00 0,, LLc»)
;. l.'SS PO0L: NO v YES SEPTIC TANK: NO YES
a
ATURE OF SERVICE: ROUTINEy EMERGENCY
1113.>FRY.:\TIONS.
GOOD CONDITION, FULL TO COYER
HPAVY GREASE BAFFLES IN PLACE
ROOTS LEACHFIELD RUNOACK..
CXCESSIYE SOLIDS FLOODED
SOLIDS CARRYOVER H F R (EXPLA.IN)
>1 LM PUMPCL) RY:
CU ),I'YI ENTS:
0�' ►'I:.N rs I'lzANSFCIZIZED TO:
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
Aress of property No
��
Owner's name (r r.:
Date of Inspection f_
PART A
CHECKLIST
Check if the following have been done:
I
Pumping information was requested of the owner, occupant, and Board of
Health.
None of the system components have been pumped for at least two weeks
and the system has been receiving normal flow rates during that
period. Large volumes of water have not been introduced into the
system recently or as part of this inspection.
As built plans have been obtained and examined. Note if they are not
available with N/A.
The facility or dwelling was inspected for signs of sewage back-up.
,--,"The site was inspected for signs of breakout.
All system components, excluding the SAS, have been located on the
site.
The septic tank manholes were uncovered, opened, and the interior of
the septic tank was inspected for condition of baffles or tees,
material of construction, dimensions, depth of liquid, depth of
sludge, depth of scum.
The size and location of the SAS on the site has been determined based
on existing information or approximated by non -intrusive methods.
The facility owner (and occupants, if different from owner) were
provided with information on the proper maintenance of SSDS.
I
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
SYSTEM INFORMATION continued
SKETCH OF SEWAGE DISPOSAL SYSTEM:
:;;.include ties to at least two permanent references landmarks or benchmarks
locate all wells within 100' p C3
Cb
t
�.M
DEPTH TO GROUNDWATER \
.v ;1
iNi tdepth to groun water
metho of determination or approximation:
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
SYSTEM INFORMATION continued
SEPTIC TANK:NIC",
(locate on site plan)
depth below grader
r
material of construction: // concrete metal FRP other(explain)
dimensions:
JC 11 sludge depth
I""' distance from top of sludge to bottom of outlet tee or baffle
-LIr scum thickness
;Vf distance from top of scum to top of outlet tee or baffle
Lirldistance from bottom of scum to bottom of outlet tee or baffle
Comments:
(recommendation for pumping, condition of inlet and outlet tees or baffles,
depth of liquid level in relation to outlet invert, structural integrity,
evidence of leakage, recommendations, for repairs, etc.)
Z
C11
DISTRIBUTION BOX: ' i
(locate 11on site plan)
1711f?, j depth of liquid level above outlet invert
Comments:
(note if level and distribution is equal, evidence of solids carryover,
evidencq of leakage into or out of box, recommendation for repairs, etc.)
PUMP CHAMBER:
(locate on site plan)
pumps in working order, yes or no
Comments:
(note condition of pump chamber, condition of pumps and appurtenances,
recommendations for maintenance or repairs,etc.)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
SYSTEM INFORMATION
FLOW CONDITIONS
If residential
number of bedrooms
number of current residents
garbage grinder, yes or �'•
laundry connected to system, [yii `or no
seasonal use, yes or ( -no
If nonresidential, calculated flow:
Water meter readings, if available: 13 o S 61
pP-' Jo�)
Last date of occupancy
GENERAL INFORMATION
Pumping records and source of information: 418r-�vc
System pumped as part of inspection, yes orpno
if yes, volume pumped
Reason for pumping:
Type ,of system
Septic tank/distribution box/soil absorption system
Single cesspool
Overflow cesspool
Privy
Shared system (yes or no) (if yes, attach previous inspection
records, if any)
Other (explain)
Approximate age of all components. Date installed, if known. Source of
Sewage odors detected when arriving at the site, yes or no
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
FAILURE CRITERIA
Indicate yes, no, or not determined (Y, N, or ND). Describe basis of
determination in all instances. If "not determined", explain why not)
V
Backup of sewage into facility?
Discharge or ponding of effluent to the surface of the ground or
t
surface waters?
+ Static liquid level in the distribution box above outlet invert?
Liquid depth in cesspool <6" below invert or available volume< 1/2 day
flow?
r�
1 '• Required pumping 4 times or more in the last year?
number of times pumped
1
Septic tank is metal? cracked? structurally unsound? substantial
infiltration? substantial exfiltration? tank failure imminent?
Is any portion of the SAS, cesspool or privy:
below the high groundwater elevation?
1V within 50 feet of a surface water?
It within 100 feet of a surface water supply or tributary to a surface
water supply?
�'V within a Zone I of a public well?
Vwithin 50 feet of a bordering vegetated wetland or salt marsh
(cesspools and privies only, not the SAS)?
I-V— within 50 feet of a private water supply well?
'V less than 100 feet but greater than 50 feet from a private water
supply well with no acceptable water quality analysis? If the well
has been analyzed to be acceptable, attach copy of well water analys
for coliform bacteria, volatile organic compounds, ammonia nitrogen
and nitrate nitrogen.
4
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART D
CERTIFICATION
Name of Inspector
Company Name
Company Address
Certification Statement
I certify that I have personally inspected the sewage disposal system at
this address and that the information reported is true, accurate and
complete as of the time of inspection. The inspection was performed and
any recommendations regarding upgrade, maintenance and repair are
consistent with my training and experience in the proper function and
manitenance of on-site sewage disposal systems.
Check one:
I have not found any information which indicates that the system fails
to adequately protect public health or the environment as defined in
310 CMR 15.303. Any failure criteria not evaluated are as stated in
the FAILURE CRITERIA section of this form.
have determined that the system fails to protect public health and
the environment as defined in 310 CMR 15.303. The basis for this
determination is provided in the FAILURE CRITERIA section of this
form. ,
Inspector's Signature -�
Date
Original to system owner
Copies to:
Buyer (if applicable)
Approving authority
u
1
BOARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS.
T
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1. NAME L / --Y1 /!/- DATE 4�1
2. ADDRESS LOT NO. TEL.
3. NO. OF BEDROOMS DEN YES C/� NO
4. GARBAGE GRINDER YES '� NO
5. SHOW DIMENSIONS OF HOUSE
6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES
7. SHOW DIMENSIONS OF LOT
8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL
9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM
10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC.
11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE
NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY.
SEPTIC SYSTEM INSPECTION FORM
ADDRESS J,-] U G po/-\/x
DATE INSPECTED 7 �
PROPERLY FUNCTIONING? 6) N
WEATHER CONDITIONS
COMMENTS: -
WATER QUALITY TESTED? RESULTS?
DYE TEST PERFORMED? Y .N
DATE?
SKETCH:
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7011
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I'Ir. & t-ra. Josoph rollorTitlo
Looation s
groat Pond Rond, North Lidovor, [!"v s.
PorcoIntion Dtc t
4 t ia/Inth
Doop foot rit #
7 ft;.
,'Jator Th"blo s
Bot mcountorod
Soil:
Conrac Snnd
Uo. of Bodroo"no:
#
ado. of roonlos
8
r+st. "'c -;.^-o Plov:
400gal/day
i3o 1s c{1 Lomchln z Aroas
1,,250 cq. ft.
ka rt C3 lL :
10000 g.l .
L tCi n Bob!
Lcn 3th i
50 ft.
kith:
25 M
Total Arm:
10250 coq. f t.
ripons
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L-.xt1on x`1po.
40 ft11no)
160 ft. (tr,4A^2)
r1peo 5 ft*
Xotc-,I
Not doalrnod for garbage (;rind(Nr.
Robort 3. - 40Q ando
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Mny 7, 1968
Mr. Thomas McLoughlin, Sanitary Engineer
Northeastern District
Tewksbury State Hospital
Tewksbury, Mass.
Dear Sirs
I am enclosing herewith plans and drawings of the underground
disposal system for the property of Joseph Pelle grin, Great Pond Rd.,
No.Andover• In view of its proximity to the town's water supply and
its locftion next, to the pumping station,, we would like your advice
and recommendations on this matter.
'Very truly yours,
j k;mj Julius Kay, M.D. Chairman
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DIVISION OF
SANITARY ENGINEERING
Board of Health
North Andover
Massachusetts
Attn: Julius Kay, M.D., Chairman
Gentlemen:
December 16, 1968
RE: North Andover - General Environmental
Control - Subsurface Sewage Disposal at
Pellegrino Residence - Great Pond Road
The Department of Public Health is in receipt of your letter dated November 5,
1968, relative to the terms of provision No. 3 contained in the Department's letter
of approval of the subject sewage disposal facilities dated October 23, 1968.
Please be advised that the Department under date of May 8, 1963, advised you
relative to sewage disposal systems on the watershed of Lake Cochichewick. In this
communication, a copy of which is enclosed, it was pointed out that Article X1 of the
State Sanitary Code requires that all sewage disposal systems within the Town of
North Andover be approved by your Board. This requirement refers to the issuance of
a Disposal Works Construction Permit prior to the start of construction and a certifi-
cate of compliance upon final completion of the proposed sewage'idisposal system. The
certificate of compliance is issued after the final construction has been inspected by
a representative of your Board.
The Division of Sanitary Engineering continues to be of the opinion that arrange-
ments should be made for a final inspection by your agent prior to the backfilling of
the subject sewage disposal facilities.
T/Emw
I trust that the foregoing information will be helpful to you.
Very truly yours,
For the Director,
Kenneth A. Tarbell
District Sanitary Engineer
Northeastern Health Office
Tewksbury Hospital, Bldg. #4
Tewksbury, Mass. 01876
1. Name
WATERSHED RESIDENTS QUESTIONNAIRE
,Iseeh P Mlle am'n o
2. Street Address
3. How many members are in your household?
4.
S
What type of sewage disposal system do you have?
❑ cesspool
54 septic tank and leaching area
❑ connection to municipal sewer
❑ other (describe)
❑ do not know
5. Are the plans (drawings) for your sewage disposal system on file with the Board of Health?
❑ yes ❑ no 1K do not know -
6. How old is your sewage disposal system? ❑ 0-5 years ❑ 6-10 years I 11-20 years
❑ over 20 years ❑ do not know
7. Has your sewage disposal system been rebuilt or repaired?
❑ yes X no ❑ do not know
If yes, approximately how long ago?
years. What was done?
8. How frequently is your sewage disposal system pumped out?annually
❑ every 2-4 years ❑ every 5-10 years ❑ over 10 years ❑ never
9. Have you had any problems with your sewage disposal system? ❑ yes no
If yes, what problems?
❑ repeated pump -outs needed
❑ system clogs, backs up, or drains slowly
❑ odors
❑ sewage surfaces through ground
10. How many of each appliance are connected to your sewage disposal system?
washing machine dishwasher ! garbage disposal I
dehumidifier drain sump pump toilet
roof/pavement drains shower/bathtub _r
11. Please state thef % d and type (liquid or powder) of detergent you use for:
dishwasher
clotheswasher
12. Does your property have a lawn?
If yes, approximately what size?
K less than 1/4 acre ❑ 1/4 acre
❑ more than 1 acre (Specify)
No. of applications per year
Season(s) of the year
X yes ❑ no
❑ 1/2 acre ❑ 3/4 acre ❑ 1 acre
acres
13. How often do you fertilize your lawn?don V- knoui
14. Please state the brand and type (liquid or granular) of lawn fertilizer you use:
ak
f Check here if your lawn is maintained by a professional landscape contractor.
Joseph Pellegrino
APPLICATION FOR SEWAGE DISPOSAL INSTALLATION
HEALTH DEPARTMENT - NORTH ANDOVER, MASS.
I hereby make application for a permit for a sewage disposal installation at
10 Great Pond Rd. . I will install this system in ac-
cordance with all the laws of the Commonwealth of Massachusetts and regulations of
the Board of Health of the Town of North Andover.
Further, I will construct the house sewer of bell and spigot pipe, the minimum
diameter being 4 inches, and will maintain a minimum grade of 1% until 10 feet pre-
ceding the septic tank, where the grade shall not exceed 2%. I will install a con-
crete septic tank of 1000 gal in size. A manhole (s) permitting easy cleaning
will be provided with removable cover (s) of iron or concrete within 12 inches of
the ground surface. I will provide subsurface disposal field with 4 inch perforated
or open jointed pipe and laid in a series of trenches, the bottom of which will pro-
vide a minimum of 1250 lineal (square) feet of effective absorption area.
The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging
in size from 3/4 to 1-1/2 inches (dia.) and the pipes will be surrounded by similar
material to a height of 2 inches above the crown of the pipe. The joints of these
pipes will be protected from clogging and before filling the trench, 2 inches of
gravel or stone 1/8" to 1/4" (dia.) will be placed over the course gravel or stone.
The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single
tile line will exceed 100 feet in length and in any case, two lines of tile will be
installed. A minimum of 6 feet will be maintained between the center lines of the
disposal field trenches and the average depth of trench shall not exceed 36 inches.
No part of the installation will be less than 100 feet from any private water supply,
25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line.
I further agree not to cover any portion of this installation until approved by the
inspection officer, as provided below, and to incorporate any additional requirements
that may be attached to the permit. Plot Plans roust be submitted with application.
Limited to daily sewage flow of 100 gallons.
DATE 1028/68
pplicant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DATE 10/2868
4
Signatu-r(e of $eal'tW9 gent
I have inspected the uncovered system indicated above and find everything done
as described.
DATE
F
{ n
Signature of ns cting Officer
Percolation Test
Garbage Grinder
DESIGN CRITERIA
FOR
PROPOSED SUBSURFACE SEWERAGE SYSTEM
Uwner:
Location:
Percolation Data:
Deep Test Pit:
Water Table:
Soil•
No. of bedrooms:
No. of e eop i e:
Est. sewage Flow:
Required Leaching Area:
jeptic Tank:
Leaching Bed:
Length: --
• s:
Width*'°'
Total Area:
No. Distribution
Pipes:
Length of Distribu-
tion Pipe:
Spacing Between
Pipes:
;votes:
Mr. & Mrs. Joseph Pellegrino
Great Pond Rd., North Andover, Mass.
5 mins/inch after 60 min. soak
7 ft.
Not encountered
Fine Sand & Silt
4
8
400 gal/day
1 25 sq. ft.
1,000 gal. � RJOV.
. ,
Mass. De0rV-mt of Public Health
50 f t .
Division of San iary Engineering
1,250 sq. ft. Da OCT 2'3 196$
0
40 ft. (each line)
165 ft. (total)
5 ft.
iNot designed for garbage grinder.
Obert t. McQVe
y i
R
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DESIGN CRITERIA
FOR
PROPOSED SUBSURFACE SEWERAGE SYSTEM
Uwner:
Location:
Percolation Data:
Deep Test Pit:
Water Table:
Soil•
No. of bedrooms:
No. of e eop i e:
Est. sewage Flow:
Required Leaching Area:
jeptic Tank:
Leaching Bed:
Length: --
• s:
Width*'°'
Total Area:
No. Distribution
Pipes:
Length of Distribu-
tion Pipe:
Spacing Between
Pipes:
;votes:
Mr. & Mrs. Joseph Pellegrino
Great Pond Rd., North Andover, Mass.
5 mins/inch after 60 min. soak
7 ft.
Not encountered
Fine Sand & Silt
4
8
400 gal/day
1 25 sq. ft.
1,000 gal. � RJOV.
. ,
Mass. De0rV-mt of Public Health
50 f t .
Division of San iary Engineering
1,250 sq. ft. Da OCT 2'3 196$
0
40 ft. (each line)
165 ft. (total)
5 ft.
iNot designed for garbage grinder.
Obert t. McQVe
irl
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BY -- ------- DATE
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August 16, 1y68
Mr. George DeVris
25 `Y+aterfield I,d.
.jinchester, Mass. Re: J.Pellegrino
Great Pond Rd., No.Andover
Dear Mr. DeVris:
We are enclosing herewith copy of letter and plans
from the District Sanitary Engineer, Northeastern Regional District
which are self-explanatory. lair. Connelly of the same office
authorized the issuance of a septic tank permit early in July over
the phone. evidently, they have changed their minds.
jk;mj
Very truly yours$
Julius Kay, H.D.
Cha irma n
i' ' . ¢ -.f 3LA , - :x
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Board of Health
No. Andover
Massachusetts
NORTHEASTERN REGIONAL OFFICE
TEWKSBURY HOSPITAL
TEWKSBURY O1B76
Attention: Julius Kay, M.D.
Gentlemen:
August 7, 1968
RE: No.Andover-WPC-Mr. Joseph Pelligrino
Great Pond Road
This office is in the process of reviewing a plan for sewage
disposal for the subject site.
Before a final report can be written, it will be necessary
for you to submit at least four copies of revised plans incorpor-
ating the changes as marked in pencil on the enclosed plans.
When four copies of the revised plans have been received, this
office will be pleased to process this application further.
If you have any questions or desire additional information,
please contact me at the above address.
Very truly yours,
Thomas F. McLoughli
District Sanitary Engineer
M/Ecw
Enclosure
DIVISION OF
SANITARY ENGINEERING
October 23, 1968
Board 6f Health Re: North Andover - Land'Use
North Andover Management - Subsurface
Massachusetts Sewage Disposal - Pelligrino
Residence - Great Pond Road
Attention: Julius Kay, M.D.
Gentlemen:
The Department of Public Health in response to the request
contained in your letter dated May 7, 1968 has reviewed
a revised plan of sewage disposal to serve the Pellegrino
residence on Great Pond Road, North Andover.
You have previously been advised relative to this matter in
a letter from the Department dated August 7, 1968.
The soil in the area proposed for sewage disposal consists
of coarse sand to depths of seven feet and the result of a
percolation test indicates that the soil is suitable for
the subsurface disposal of settled sewage.
The proposed sewage disposal facilities have been designed to
serve a four bedroom home and will consist of a 1,000 gallon
capacity reinforced concrete shptic tank, a distribution box,
and a subsurface leaching field containing 1,250 square feet;;
of available leaching area.
The Division of Sanitary Engineering is of the opinion that the
revised plan is drawn in accordance with modern engineering
practice and hereby,spproves it as submitted with the following
provisions:
1. Approval is limited to a daily sewage flow of
400 gallons.
2. No changes will be made in the plan without the
prior written approval of this Department.
3. When the system has been completed prior to back-
filling, arrangements must be made for an inspection
by your agent.
A Disposal Works Construction Permit must be obtained from
your board in accordance with the provisions of Regulation
2.1 of Article II of -the State Sanitary Code.
Enclosed herewith are stamped approved copies of the plan
of sewage disposal, one of which must be kept at the site
and must be used for construction purposes.
Very truly yours,
For the Director
Enclosures •/
M/Ec Thomas F. McLoughlin
District Sanitary Engineer
Northeastern Regional Health Office
Tewksbury Hospital, Bldg. X64
Tewksbury, Mass.
Tel. 851-7261
1
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A Disposal Works Construction Permit must be obtained from
your board in accordance with the provisions of Regulation
2.1 of Article II of -the State Sanitary Code.
Enclosed herewith are stamped approved copies of the plan
of sewage disposal, one of which must be kept at the site
and must be used for construction purposes.
Very truly yours,
For the Director
Enclosures •/
M/Ec Thomas F. McLoughlin
District Sanitary Engineer
Northeastern Regional Health Office
Tewksbury Hospital, Bldg. X64
Tewksbury, Mass.
Tel. 851-7261
1
r'
Mr. Thomas F. McLoughlin
District Sanitary Engineer
Northeastern Regional Health Office
Tewksbury Hospital
Tewksbury, Mass.
Dear Mr. McLoughlin:
November 5, 1968
lie: Pellegrino Residence
Great Pond Rd. No.Andover
Sewage Disposal
At our regular monthly meeting of November 4,
1968 this Board reviewed your letter of October 23, 1968 relative
to the above-named disposal system. In provision #%3 you inform us
that prior to back -filling arrangements must be made for an inspec-
tion by our agent,
We refer you to a final decree handed down by
Superior Court for Middlesex County on January 18, 1080 in the case
of Colgate v. Lawlor, et als, Superior Court No.20339 which states
in part,
"That the Board of Health of North Andover does not have
jurisdiction to approve or disapprove sewage disposal
or drainage systems constructed by the petitioner in and
upon the business -zoned portion of the petitioner's prop-
erty on Osgood St., North Andover, located within two
hundred fifty (250) feet from the high water mark of Lake
Cochichewick, and that the power of approval for the
construction and maintenance of such sewage disposal or
drainage systems is exclusively in the Department of
Public Health of the Commonwealth."
In view of the above,this Board does not
feel that our agent should make the final inspection on this
system.
jk;mj
Very truly yours,
Julius stay, MeD.
Chairman
p
7e�
�/-'? %
Please forward us as much of the following; information that is possible;
1. Type of system
2. A:*e //,44,0.
3. 1,0C :, t i. on
Ao%&� V( d4e:2dan
L�. M> intenance records and date of last pumpinw out
M=
_ —iii .�
M .1 M
5, Documentation of repairs and reconstruction
i
72�K.l�„B.v�Cti � OL
6. Site conditions
CA.+tt. f �Qra.at,Q
7. BiAlder of systCm
8. F.nzineer who approved% ?
— Site
-- System
9. Installation Procedure
10. Problems
Town of North Andover, MA
Watershed Septic System
Servicing Report
Date : `-, 1 kp
Homeowner:
Street
Phone
Nature of Service:
*Observations:
Description of Work:
1 fl C''
Comments:
a„ C
Routine
Emergencyy'
j;�N Or �� OF
(}ON
12
Pumper
Address:
Phone : 5�el b, �/ 9a PI/
Good Condition
Full to Cover
Baffles in Place
Leachfield Runback
Excessive Solids
Heavy Grease
Roots
Other (Explain)
N
c/
i
HAUL LIC # $100 1996
INST LIC # $200 1996
NO ANDOVER BOH
TOWN HALL ANNEX
120 MAIN STREET
NO ANDOVER, MA 01845
PH# 508-682-6483
508-688-9540 **
FAX 508-688-9556
Dear SIRS:
V
STEWART'S SEPTIC TANK SERVICE
47 RAILROAD STREET
BRADFORD, MA 01835
508-372-7471
May 30, 1996
OF NOO���y
The following is a list of properties that we pun ped in your town.
In accordance with TITLE V regulations, we are complying by sending you
the following an a monthly basis, if need be. If we didn't pump, you
will not be notified.
PUMP DATE
ADDRESS
GALLONS
05-01-96
197 ABBOTT STREET
1,500
A
230 JOHNSON STREET
2,000
135 JOHNNY CAKE
1,500
05-02-96
A
151 OLYMPIC LANE
1,500
A
249 CARLETON LANE
1,500
A
1030 JOHNSON STREET
11000
05-03-96
A
135 BOSTON ROAD
11000
05-07-96
18 PENNI LANE
11000
05-09-96
A
31 GRAY STRRET
11000
05-10-96
230 FARNHAM STREET
11000
A
26 WOODBURY LANE
11000
A
614 SHARPNER'S POND ROAD
1,500
05-11-96
A
16 WOODBURY LANE
11000
A
544 JOHNSON STREET
750
05-14-96
A
201 CARLETON LANE
1,500
05-15-96
A
451 WINTER STREET
1,500
A
743 WINTER STREET
1,500
A
11 BARCO LANE
1,500
A
123 MARION DRIVE
11000
05-16-96
A
866 SALEM STREET
11000
A
195 SUTTONHILL ROAD
1,500
05-17-96
A
249 REA STREET
1,200
A
31 FULLER ROAD
1,500
05-18-96
A
:1044 JOHNSON STREET
11000
A
755 WINTER STREET
11000
BAD SOLIDS
FLOODED
1I STEWART'S SEPTIC
y
05-20-96 1850 SALEM STREET
A
A
05-21-96 A
05-22-96
A
A
05-24-96 A
A
A
A
05-25-96 A
05-28-96
05-29-96 A
A
A
05-30-96
49 PADDOCK LANE
767 JOHNSON STREET
32 CHRISTIAN WAY
1801 TURNPIKE STREET
254 BARKER STREET
437 SUMMER STREET
222 BRADFORD STREET
344 RALEIGH TAVERN LANE
42 TANGLEWOOD LANE
30 MILL ROAD
254 BARKER STREET
269 BARKER STREET
1895 SALEM STREET
1159 OSGOOD STREET
1615 OSGOOD STREET
680 GREAT POND ROAD
54 LACY STREET
65 SPRING HILL ROAD
99 WOODCREST DRIVE
(CONT'D)
1,250
1,500
1,000
1,500
3,500
1,000
1,000
1,000
1,000
TITLEV
1,500
1,000
1,000
1,000
1,000
500
750
1,000
1,500
1,000 FLOODED
06/03/96 ACTION -KING ENTERPRISES, INC. page
DISPOSITION REPORT - NORTH ANDOVER, MA
Service period: 05/01/96 - 05/31/96
Date Customer Destination Est. Gals
------------------------------------------------------------------------
05/23/96 ERIC SANTULLO FITCHBURG 1500.00
373 SALEM STREET
This is PROPRIETARY and CONFIDENTIAL information which may be
used only by the Board of Health for regulatory purposes.
4
06/03/96 ACTION -KING ENTERPRISES, INC. JUN �3'g g 1
DISPOSITION REPORT - N. ANDOVER, MA
Service period; 05/01/96 - 05/31/96
Date Customer Destination Est. Gals
------------------------------------------------------------------------
05/07/96 EVELYN GREEN LOWELL 1000.00
1353 SALEM STREET
This is PROPRIETARY and CONFIDENTIAL information which. may be
used only by the Board of Health for regulatory purposes.
06/03/96
ACTION -KING ENTERPRISES, INC.
�ER�
r�, l
p e
DISPOSITION REPORT - N ANDOVER, M
Service period: 05/01/96 - 05/31/9
Date Customer Destination - Est. Gals
------------------------------------------------------------------------
05/02/96 CRUSADER PAPER FITCHBURG 3500.00
CRUSADER PAPER CO
This is PROPRIETARY and CONFIDENTIAL information which may be
used only by the Board of Health for regulatory purposes.
1