HomeMy WebLinkAboutTitle V Inspection Report - 73 FARNUM STREET 6/5/2007 ;7
COMMONWEALTH OF MASSACHUSETTS
ExECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS......
DEPARTMENT OF ENVIRONMENTAL PROTECTION
4
TITLES `"
OFFICIAL INSPECTION SEWAGE OMNTS I SUBSURFACE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION
Property Address: 73 Farnum' Street
No. Andover,. MA 01845 RE C,,-C", "J U
Owner's Name; Sa-I—DiMilla
Owner's Address: 13 Farnum Street
No. Andover, MA 01845 JUL 0 2 2007
Date of Inspection: June 5 ..2-o o 7
rOWN CA::
Name of Inspector: (please print) Jame_ s Wrizb —
Company Name: RJ InsDections.,TnC,
Mailing Address: 270 Lawrence Street
Methuen, MA 01844
Telephone Number:_(978 ) 681 -8759
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and that the information reported
below is true, accurate and complete as of the time of the inspection.The inspection was performed based on my
training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP
approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system:
Bags-es
Conditionally Passes
Needs Further Evaluation by the Local Approving Authority
eels Further Evaluation
Fails
Inspector's Signature Date:
7
)r
��O��ls inspection report to
The system inspector h su py of this inspection report to the Approving Authority(Board of Health or
U
i " Tr'J'�
DEP)within 30 day completing this inspection.If the system is a shared system or has a design flow of 10,000
gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the
DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving
authority,
Notes and Comments -V
****This report only describes conditions at the time of inspection and under the conditions of use at that
time.This inspection does not address how the system will perform in the future under the same or different
conditions of use,
Title 5 Inspection Form 6/15/2000 page 1
Page 2 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 73 Parnum Gi tact
—No-
Owner: maw- 1 1 11.1
Date of Inspection:_J in , ?0 0 7
Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D
A. System Passes:
I have not found any information which indicates that any of the failure criteria described in 310 CMR
15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below.
Comments:
B Syste Conditionally Passes:
zOne or more system components as described »
p tbed m the Conditional Pass section need to be replaced or
repaired.The system, upon completion of the replacement or repair,as approved by the Board of Health,will pass.
Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please
explain.
The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally
unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the
existing tank is replaced with a complying septic tank as approved by the Board of Health.
*A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance
indicating that the tank is less than 20 years old is available.
ND ex plain:
./""Observation of sewage backup or break out or high static water level in the distribution box due to broken or
obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with
approval of Board of Health):
broken pipe(s)are replaced
struction is removed
distribution box is leveled or replaced
ND explain:
The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will
pass inspection if(with approval of the Board of Health):
broken pipe(s)are replaced
obstruction is removed
ND explain:
2
Page 3 of l 1
OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 7.3 tau ►—Streei-
No- Andover MA 01845
Owner: Sal Di Mi lla
Date of Inspection: _June 5, 2007
C. Further Evaluation is Required by the Board of Health:
Conditions exist which require further evaluation by the Board of He order to determine if the system
is failing to protect public health, safety or the environment.
1. System will pass unless Board of Health dete ines in accordance with 310 CMR 15.303(1)(b)that the
system is not functioning in a manner-Wfiich will protect public health,safety and the environment:
Wes.
— Cesspool or privy is within 50 feet of a surface water
Cesspool or privy-is within 50 feet of a bordering vegetated wetland or a salt marsh
2. System will fail unless the Board of Health(and Public Water Supplier, if any)determines that the
system is functioning in a manner that protects the public health,safety and environment. —
_ The system has a septic tank and soil absorption system(SAS)and thS is within 100 feet of a
surface water supply or tributary to a surface water supply.
The system has a septic tank and SAS and the S48-rs within a Zone I of a public water supply.
The system has a septic tank and SAS-and the SAS is within 50 feet of a private water supply well.
_ The system has a septic tilf"and SAS and the SAS is less than 100 feet but 50 feet or more from a
private water supply well#*:Method used to determine distance
"This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform
bacteria andwolatile organic compounds indicates-that the well is free from pollution from that facility and
the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other
failure criteria are triggered. A copy of the analysis must be attached to this form.
3. Other:
3
Page 4 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property.Address: 73 Farnum St
Owner: Sal Di
hTr, AM r1QX-e r,, MA 01 8 4 5
Milla
Date of Inspection: June 5, 2007
D. System Failure Criteria applicable to all systems:
You must indicate"yes"or"no"to each of the following for all inspections:
Yes No
�'c�CUp of sewage into facility or system component due to overloaded or clogged SAS or cesspool
_ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or
'elogged SAS or cesspool
," Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or
cesspool
� iquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day no
Required pumping more than 4 times in the last year NOT due to clo gg ed or obstructed pipe(s).Number tunes pumped
, ny portion of the SAS, cesspool or privy is below high ground water elevation.
Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface
water supply.
_ -Any portion of a cesspool or privy is within a Zone 1 of a public well.
_
Any portion of a cesspool or privy is within 50 feet of a private water supply well.
Any portion'of a cesspool or privy is less than 100 feet but greater than 50 feet from a private.water
supply well with no acceptable water quality analysis. (This system passes if the well water analysis,
performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds
indicates that the well is free from pollution from that facility and the presence of ammonia
nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria
are triggered.A copy of the analysis must be attached to this form.]
A/ (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as
described in 310 6KM 15.303,therefore the system fails.The system owner should contact the Board of
Health to determine what will be necessary to correct the failure.
E. Large Systems:
To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000
gpd.
You must indicate either"yes"or"no"to each of the following:
(The following criteria apply to large systems in addition t crw�terra above)
yes no ,-''''
the system is within 400 oef f a surface drinking water supply
— _ the system is ' in
Y feet of a tributary to a surface drinking water supply
— the syst m is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped
Zone I f a public water supply well
If you have answered"yes"to any question in Section E the system is considered a significant threat, or-answered
"yes" in Section D above the large system has failed.The owner or operator of any large system considered a
significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR
15.304.The system owner should contact the appropriate regional office of the Department.
4
Page 5 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 73 parnnm St
Nn Andavor, MA 845
Owner: qa 1 n i M i l l a
Date of Inspection:—.dune 5, 2007
Check if the following have been done.You must indicate"yes"or"no" as to each of the following:
Ye o
_ Pumping information was provided by the owner,occupant, or Board of Health
Were any of the system components pumped out in the previous two weeks?
Has the system received normal flows in the previous two week period?
r/ — Have 1 ge volumes of water been introduced to the system recently or as part of this inspection?
Were as built plans of the system obtained and examined?(If they were not available note as N/A)
Was the facility or dwelling inspected for signs of sewage back up?
_✓ Was the.site inspected for signs of break out?
ere all system components, excluding the SAS,located on site?Were the s
_
_ epttc tank manholes uncovered, opened, and the interior of the tank inspected for the condition
of the baffles or tees, material of construction,dimensions, depth of liquid, depth of sludge and depthtof scum?
Was the facility owner(and occupants if different from owner)provided with information on the proper
maintenance of subsurface sewage disposal systems?
The size and location of the Soil Absorption System(SAS)on the site has been determined based on:
Yes ,no-
'' - Existing information.For example,a plan at the Board of Health.
Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance
is unacceptable) [310 C1vM 15.302(3)(b)]
5
Page 6 of 1 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address:_7 3 Fa rnum r t
No- Andov r, MA--01845
Owner: dal DiMilla
Date of Inspection: _June 5, 2007
FLOW CONDITIONS
RESIDENTIAL 2
Number of bedrooms(design): Number of bedrooms(actual): i
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):
Number of current residents:
Does residence have a garbage grinder(yes or no):/v
Is laundry on a separate sewage system(yes or no):Y (if yes separate inspection required]
Laundry system inspected(yes-or no): Y
Seasonal use: (yes or no): _
Water meter readings,if 3rtX//",'0_l (last 2 years usage(gpd)): ��� �� f�' 7/
Sump pump(yes or no):Last date of occupancy:
COMMERCIAL/INDUSTRIAL
Type of establishment:
Design flow(based on 310 CMR-1.x:93): and
Basis of design flow(seats�parg'ons/sgft,etc.):
Grease trap present(yes,or no):
Industrial waste ho l ' g tank present(yes or no):_
Non-sanitary w e discharged to the Title 5 system(yes or no):
Water meter k6adings,if available:
Last date of occupancy/use:
OTHER(describe):
Pumping Records GENERAL INFORMATION
Source of information: Cv�/L
Was system pumped as part of the inspection(yes or no): 0
If yes, volume pumped: gallons--How was quantity pumped determined?
Reason for pumping:
TYP 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)
-Innovative/Alternative technology, Attach a copy of the current operation and maintenance contract(to be
obtained from system owner)
Tight tank _Attach a copy of the DEP approval
—Other(describe):
Approximate age of all components, date installed(if known)and source of information:
COQ/�✓a�.�C,-x-13 ��i!' �/���'�,X �__�__��
Were sewage odors detected,when arriving at the site(yes or no):
6
Page 7 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 73 Farnum Street
No. Andover, MA 01845
Owner: Sal DiMilla
Date of Inspection: June 5, 2007
BUILDING SEWER(locate on site plan)
Depth below grade:
Materials of construction: cl ast iron `40 PVC_other(explain):
Distance from private water supply well or suction line:
Comments(on condition of joints, venting,evidence of leakage,etc.):
SEPTIC TANK:—(locate on site plan)
Depth below grade:
Material of construction;_1/concrete_metal_fiberglass polyethylene
—other(explain)
If tank is metal list age:— Is age confirmed by a Certificate of Compliance(yes or no); _(attach a copy of
certificate)
Dimensions:
Sludge depth:
Distance from top of sludge to bottom of outlet tee or baffle:_,,;2/1
Scum thickness:
Distance from top of scum to top of outlet tee or baffle: 7
Distance from bottom of scum to bottom of outlet tee or baffle:
How were dimensions determined: 4: 6Z
Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels
as related to outlet invert, evidence of leakage,etc.):
[S %��Z i rJ1 G t 1 - /G %/�`lli 4�ti/�S.� r�B ✓�J
GREASE TRAP:_(locate on site plan)
Depth below grade:_
Material of construction:—concrete_metal_fiberglass_polyethylene_other
(explain):
Dimensions:
Scum thickness:
Distance from top of scum to top of outlet tee o e:
Distance from bottom of scum to bottom utlet tee or baffle:
Date of last pumping;
Comments(on pumping reco dations,inlet and outlet tee or baffle condition,structural integrity, liquid levels
as related to outlet invert, a ence of leakage, etc.):
7
Page 7 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: _73 Farnum ,Street
No_ AndnvPrt MA 01845
Owner: Sal DiMilla
Date of Inspection: June 50 2 Qp 7
BUILDING SEWER(locate on site plan)
I
Depth below grade:
Materials of construction:—Zcast iron _40 PVC_other(explain):
Distance from private water supply well or suction line:
Comments(on condition of joints, venting, cvidtrnce of leakage,etc.):
t
SEPTIC TANK:`(locate on site plan)
Depth below grade: /_/
Material of construction:_concrete metal_fiberglass polyethylene
—other(explain)
If tank is metal list age:_ Is age con firn,ert')y a Certificate of Compliance(yes or no):_(attach a copy of
certificate)
Dimensions: 2 Q(7— _ r
Sludge depth: it/d .v
Distance from top of sludge to bgStom of outlet tee or baffle: eti0
Scum thickness: 1 d �-
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom of scum to bottom of outlet tee or baffe:w°
How were dimensions determined:
Comments(on pumping recommendation;., imet anc'outlet tee or baffle condition,structural integrity,liquid levels
as related to outlet invP , evidence of leakaphtc.):
GREASE TRAP:,_(locate on site plan)
Depth below grade:—
Material of eonstntctio,,:_concrete_metal^fiberglass_polyethylene_other
(explain):
Dimensions: - -�
Scum thickness:
Distance from top of scum to to outlet tee'or baffle:
Distance from bottom of sou to bottom of c it;et tee or baffle:
Date of last pumping:
Comments(on pumpidg recommendation:, ir'. t and.outlet tee or baffle condition, structural integrity,liquid levels
as related to outlet invert, evidence of leahnct, utc.):
7
Page 8 of 1 I
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 73 Farnum Street
No- Andover M_ A 01 845
Owner:gal Di Mi lla _
Date of Inspection: June 5, 2007
TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) .
Depth below grade:
Material of construction: concrete metal berglass__polyethylene other(expl'ain):
Dimensions:
Capacity: Ions
Design Flow: allons/day
Alarm present(yes or no
Alarm level: /Alarm in working order(yes or no):
Date of last pumpi
Comments(condition of alarm and float switches,etc.):
DISTRIBUTION BOX: (if present must be opened)(locate on site plan)
Depth of liquid level above outlet invert:
Comments(note if box is level and distribution to outlets equal,any evidence of'solids carryover, any evidence of
leakage into or out of box,etc.):
PUMP CHAMBER: (locate on site plan)
Pumps in working order(yes or no):
Alarms in working order(yes o):
Comments (note conditi of pump chamber,condition of pumps and appurtenances,etc.):
Page 9 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: _73 Farnum Street
No. Andover, MA 01845
Owner: Sal DiMilla
Date of Inspection: June 5, 2007
SOIL ABSORPTION SYSTEM (SAS): (locate on site plan,excavation not required)
If SAS not located explain why:
Type
leaching pits,number:_
leaching chambers,number:
leaching galleries,number;
leaching trenches,number,length: S—d g= 67 %Gr/p L/-1l3
T leaching fields,number, dimensions:
overflow cesspool,number:
innovative/alternative system Type/name of technology:
Comments(note condition of soil, signs of hydraulic failure,level of ponding,damp soil, condition of vegetation,
etc.):
CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan)
Number and configuration:
Depth—top of liquid to inlet invert:
Depth of solids layer:
Depth of scum layer:
Dimensions of cesspo
Materials of cons ction;
Indic4tion of groundwater inflow(yes or no): -
Comments(note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.):
PRIVY: (locate on site plan)
Materials of construction:
Dimensions:
Depth of solids;
Comments(note con diji n of soil, signs of hydraulic failure,level of ponding,condition of vegetation,etc.):
9
Page 10 of I I
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 7:3 parntim St-rppt
No_ AndovAr, .MA 01845
Owner: Sal D ' Mi 1 1 a
Date of Inspection:j„ e_r5, 2007
SKETCH OF SEWAGE DISPOSAL SYSTEM
Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or
benchmarks.Locate all wells within 100 feet. Locate where public water supply enters the building.
1
10
06/04/2007 10:53 9786888476 HEALTH PAGE 05/05
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06/0412007 10:53 9786888476 HEALTH PAGE 04105
xpevr,
BOARD (T HEAMR
T CNN OF NORTH ANDOVER,t MAW.
ol
r j
Y MA 1Ji47finl� D1 M� �-/ DATE �); /.Ir-
-7 j�n���'�;11��1 ` 41� >el r 5r, s a.�%�'u/—**�. /� ���T'G��
.2y ADLFW: S Y • A • ♦ ti ♦, ♦ i ♦ ! • J • 1J NO• ,.� Y Y i • • SE • • . , A
3. NO« or MI)ROOM . . DEN i * m NO• • •
/�. GAR,DAGE GRIMM 'DES ♦ . NO.
5. SHOW mmos IONS or uOUSE � �7 � X
6„ SHOW DISTANCES CF HOUSE TO ALL PROMRTY LINES
.7. SHOW DI 3101%ro or LOT
S. SNOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL
9. NOTE LOCATION AND DISTANCE OF WELL FROM SMERAGE SYSTEM
10. SHGW LOCATION OF BROOKS, STREAKS„ DITOHE,S0 LEDGE OUTCROP! ETC.
11. SHOW DISTANCE OF SEMIC TANK OR OE,55FOOF, FROM HOVE
NSF*s LOOAL REGUTAT IOM SHOttLD BE READ CAREFtTLM•
06/04/2007 10:53 9786888476 HEALTH PAGE 02/05
~ _ Salvatore. bimill a,
. Y;'
APPLICATION FOR SM4011', DISMAL IkETALIATION-73 Lot 73 k'arnham St.
kIFALTH DEPARMNT - NORTH ANDOVER) ,lass.
I hereby make application for a permit for a sewage disposal installation at
I Vil.l install this ays tam in B e-
cordatoe with all the laws of the Commonwealth of Massachusetts and ragul.ations 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-
oeding the septio tank, where the grade shall not exceed 2%. 1 wall. install a con-
crete peptic tank of .7 d Qa3,* ; in size. A manhol.o (s) pernitting easy cleaning
will be provided with removable cover (s) of iron, or concrete within 12 inoboo of
the grolmd ourfaee. 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 ......._�00 .. : -�, limal (ioMM) feet of effective absorption area,.
The pipes will be laid on a 6 Inch Layer of waohed gravel or crushed stone ranging
in size from 3/l) to 1 -l./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 1/1.11 (dia. ) will be placed over the course grovel or stone.
The disposal field will be Installed at a grade of /+ 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
irotallod. 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 •ito tallation will be less than 100 feet from any private water supply,
25 feet from any stream, 20 foot from any dwell.im or 10 Feet from any. property line.
I further agree not to cover a , Ration of this installation until aMroved_by
insRection Q f_ Cer, as provided below, and to�inoorpora'te any additional requirements
that may be attached to the parmit. Plot Plans must be submitted with application.
DAT9Q$
sign of A Pp licatxt
I hereby issue the above-permit for the Board of Health df the Town of North
Andover, Massachusetts.
DATE Ig e l
si turo of Health Agent -�
I have inspected the uncovered system indicated above and find ev ryWng done
as deooribod.
DATE 221 .
4.,�
Signature of sting Officer
Percolation Test 6 min. Soil: Sand -clay
Garbage Grinder No
Page 11 of I 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: _73 Farniu St rPPt
_No. Andover. MA 01845
Owner Sal Di_Milla
Date of Inspection:.June 5, 2007
SITE EXAM
Slope
Sur e
Check cellar
Saowwes
Estimated depth to ground water feet
Please indicate(check)all methods used to determine the high ground water elevation:
Obtained from system design plans on record-If checked,date of design plan reviewed:
Observed site(abutting property/observation hole within 150 feet of SAS)
Checked with local Board of Health-explain:
Checked with local excavators, installers-(attach documentation)
Accessed USGS database:explain:
You must describe how you established the high ground water elevation:
-a:
11
Jun 20 07 01 : 24p p. 1
Summary Record Card generated on 6/28/2007 11:47:44 AM by Elaine Barclay Page 1
Town of North Andover
Tax Map # 210-107.A-0055-0000.0
73 FARNUM STREET
DIMILLA, SALVATORE
73 FARNUM STREET
N. ANDOVER, MA
41845
Class 101 Single Family Property Type 1 Residential
Size Total 1.69 Acres
FY 2007
UB Mailing Index until
Name/Address Type Loan Number Active/inact. From
DIMILLA, SALVATORE Payor
73 FARNUM STREET
N. ANDOVER, MA
01845
UB Account M_ aint.
Account No Cycle Occupant Name Active/Inactive
Bldg Id. 14231.0. 73 FARNUM STREET Last Billing Date 6/19/2007
2100227 02 Cycle 02 Active
UB Services Maint.
Service Code Rate Charge Multiplier/Users
MISCFEE ADMIN FEE 0.63 5/8 7.82 1/
WTR WATER 01 ALL METER SIZE 37.56 /1
UB Meter Maintenance
Serial No Status Location Brand Type Size YTD Cons
16337217 a Active Location ME 'E--MET-E, w Water 0.63 0.63 0
Date Reading Code Consumption Posted Date Variance
514/2007 478 a Actual 12 6126/2007 "7%
2/21/2007 466 a Actual 20 3/23/2007 -14%
11/1/2006 446 a Actual 19 12/22/2006 -34%
811/2006 427 a Actual 28 9/13/2006 91%
5/4/2006 399 a Actual 15 6/20/2006 7%
2/2/2006 384 a Actual 14 3/13/2006 -110/0
11/3/2005 370 a Actual 15 12/14/2005 2%
8/8/2005 355 a Actual 15 9/12/2005 4%
5/11/2005 340 a Actual 1 14 6/8/2005 -1%
2114/2005 326 a Actual 15 3/15/2005 -17%
1111512004 311 a Actual 19 12/17/2004 "5%
18 9/20/2004 5%
8/11/2004 292 a Actual
18 6/14/2004 14%
5/17/2004 274 a Actual
8 4/16/2004 0%
2/17/2004 256 a Actual 1
0 11/6/2003 0%
11/612003 238 n New Meter
t
Page 1 of 3
SUMMARY OF GROUND-WATER LEVELS MAY 2007 PROVISIONAL
(NOTE: Wells with * also available in real-time at top of Ground-Water
Data page; OWc, monthly measured value used in high ground-water level
estimation report, USGS Open-File Report 80-1205. )
WELL L START NET CHANGE DEPARTURE WATER LEVEL
T I YEAR IN MONTH IN ONE FROM BELOW LAND-
0 T OF YEAR MONTHLY SURFACE
P H RECORD MEDIAN DATUM
0 0 (OWC)
(FEET) (FEET) (FEET) (FEET) DAY
MASSACHUSETTS
ACTON 158 * TS 1965 - 0.26 - 0.07 + 2.16 15 .62 22
ANDOVER 462 VS 1968 - 0.32 - 0.98 + 0.68 13 .71 23
ATTLEBORO 83 VS 1964 - 0.35 - 0.28 + 0.16 3 .49 23
BARNSTABLE 230 FS 1957 + 0.73 + 0.83 + 1.21 21.69 30
BARNSTABLE 247 FS 1962 + 1.81 + 0.65 + 1.98 21.72 30
BECKET 12 TS 1986 - 0.42 - 0.90 - 0.03 3.42 22
BLANDFORD 9 VS 1986 ----- - 0.22 + 0.33 1.94 22
BOURNE 198 FS 1962 + 0.48 + 1.36 + 1.28 31.15 29
BREWSTER 21 FS 1962 + 0.23 + 0.16 + 1.65 7.97 22
BREWSTER 22 * FS 1962 + 0.56 + 0.69 + 1.46 28.59 22
CHATHAM 138 FS 1962 + 0.63 + 0.30 + 0.30 22.79 24
CHESHIRE 2 HT 1951 - 2 .29 - 1.90 - 1.43 5. 00 23
CHICOPEE 95 TS 1984 + 0.44 + 0.32 + 0.45 20.40 21
COLRAIN 8 VS 1965 - 1.40 + 0.44 + 1.08 16.33 23
CONCORD 165 TS 1965 + 1.14 + 1.09 + 2.42 38.39 22
CONCORD 167 TS 1965 + 0.17 + 0.27 + 1.41 5.21 > 22
CUMMINGTON 13 VS 1986 - 2.08 - 0.78 - 0.16 4.60 23
DEDHAM 231 ST 1965 - 0.83 - 0.91 + 0.65 5.21 22
DEERFIELD 44 VS 1965 + 0.04 + 0.05 + 0.36 2.32 23
DOVER 10 TS 1965 + 0.16 + 0.85 + 0.70 31.30 22
DUXBURY 79 * VS 1965 - 0.47 + 0.26 + 0.85 7.27 21
DUXBURY 80 VR 1965 - 0.56 - 0.33 + 1.16 20.56 21
EAST BRIDGEWATER 30 HT 1958 - 1.70 - 0.94 + 0.67 5.85 25
EDGARTOWN 52 VS 1976 + 1.06 + 1.00 + 1.40 15.57 29
FOXBOROUGH 3 TS 1965 - 0.09 + 0.63 + 0.72 17.72 21
FREETOWN 23 TS 1964 - 0.48 + 0.14 + 0.95 12. 06 23
GEORGETOWN 168 VS 1965 - 0.42 - 0.99 - 0.18 4.46 23
GRANBY 68 VS 1954 - 0.39 + 0.70 + 0.57 6.19 21
GRANVILLE 5 TS 1965 + 1.30 + 0.33 + 0.77 31.00 22
GRANVILLE 6 SS 1965 - 1.89 - 1.61 - 0.60 4. 93 22
GREAT BARRINGTON 2 VT 1951 - 1.55 - 1.06 + 0.82 9.21 21
HANSON 76 VS 1964 - 0.24 - 0.11 + 0.28 4.27 21
HARDWICK 1 TS 1965 - 0.99 + 1.79 - 0.44 13.89 22
HAVERHILL 23 TS 1960 - 1.09 - 1.43 + 1.65 8. 78 23
HAWLEY 8 ST 1986 - 0.65 - 0.34 + 0.33 2.84 23
LAKEVILLE 14 * TS 1964 - 1.44 - 0.05 + 2.33 10.79 21
LEXINGTON 104 VS 1965 + 0 .29 + 0.21 + 1.18 1.25 22
MASHPEE 29 FS 1976 + 0.00 + 0.54 + 0.63 6. 99 29
MIDDLEBOROUGH 82 VT 1965 - 2 .89 - 1.03 + 1.35 5.33 21
MONTGOMERY 19 SS 1986 - 1.00 - 0.32 + 0.21 0.70 22
NANTUCKET 228 FS 1976 + 0 .86 + 0.82 + 0.55 23.83 30
NEW BEDFORD 116 VS 1964 - 0.09 + 0.03 + 0.35 3. 70 23
NEWBURY 27 VT 1965 - 0 .78 - 1.00 + 1.80 3. 55 23
NORFOLK 27 * VS 1965 - 0 .01 + 0.30 + 0.46 5.40 21
NORTHBRIDGE 54 VS 1984 - 0.25 + 0.45 + 0.80 3. 13 > 24
NORTON 37 FS 1964 - 1.45 - 1.01 + 1.44 5.80 21
ORANGE 63 TS 1985 - 0.61 - 0.30 - 0.30 6.52 22
OTIS 7 VS 1965 - 2.22 - 0.97 - 0.05 7. 98 22
PELHAM 23 * SR 1981 - 0.71 + 0.79 - 2.30 15.03 22
http://ma.water.usgs.gov/current_cond/data/2007_05.txt 6/6/2007
Page 2 of 3
PELHAM 24 SS 1984 - 0.30 + 0.11 + 0.54 3. 12 22
PETERSHAM 16 ST 1984 - 3.97 + 0.69 + 0. 65 12.50 22
PITTSFIELD 51 * VS 1963 - 0.72 - 0.11 + 0. 32 14.24 22
PLYMOUTH 22 TS 1956 + 0.27 + 0.13 + 1. 15 21.83 25
PLYMOUTH 494 SS 1985 + 0.16 - 0.08 + 3.21 26.20 24
SANDWICH 252 FS 1962 + 0.16 + 0.14 + 0.40 46.52 29
SANDWICH 253 FS 1962 + 0.25 + 1.03 + 2.36 47. 08 29
SEEKONK 275 VS 1964 - 0.15 - 0.13 + 0.67 5.45 23
SHEFFIELD 58 FS 1987 + 0.43 + 0.00 + 1. 04 11.18 21
SOUTHBOROUGH 12 HT 1990 + 0.32 + 1.52 + 3.99 1.83 > 22
STERLING 1 ST 1947 - 1.06 - 0.87 - 0.21 3.41 22
STERLING 177 SS 1995 - 1.61 - 1.36 - 0.47 14.65 < 22
SUNDERLAND 7 SS 1957 - 0.08 + 0.71 + 1.86 8.72 23
SUNDERLAND 68 VS 1983 - 0.68 - 0 .32 + 0.35 2.40 23
TAUNTON 337 TS 1964 - 0.70 - 0.35 + 0.72 7. 80 21
TEMPLETON 3 VS 1957 - 0.45 - 0.25 + 0. 13 3.45 22
TOPSFIELD 1 HT 1936 - 1.53 - 1.18 + 1.89 8. 96 23
TOWNSEND 13 TS 1965 + 0.04 + 0.20 + 1.75 10.14 22
TRURO 1 TS 1950 - 0.01 - 0.21 + 0.57 10.04 22
TRURO 89 TS 1962 + 0.07 - 0.11 + 0.34 11.42 22
WAKEFIELD 38 * FS 1965 - 0.27 + 0.19 + 1. 03 5.36 23
WARE 43 VS 1965 - 0 .54 + 0.38 + 2.29 6.44 22
WAREHAM 51 TS 1959 - 0.52 + 0.45 + 0.54 5. 95 24
WAYLAND 2 TS 1965 - 0.16 + 0.30 + 0.63 14.73 22
WEBSTER 1 HS 1958 - 0.65 + 3 .62 + 1.05 12.10 21
WELLFLEET 17 VS 1962 + 0.43 + 0.51 + 0.24 9.61 22
WENHAM 76 VS 1965 - 0.37 - 0.68 + 0.49 1.83 23
WEST BOYLSTON 26 SS 1995 - 0.78 + 0.25 + 1.99 3.04 > 22
WEST BROOKFIELD 2 TS 1959 + 0.29 + 0.28 + 1.04 17.22 22
WESTHAMPTON 20 SS 1986 + 0 .54 + 3.23 + 2.00 5.89 22
WESTFIELD 62 SS 1957 - 1.21 + 0.06 + 0.14 6.25 22
WESTFIELD 152 TS 1986 - 0.35 + 0.01 + 0.89 2.47 22
WESTFORD 160 VS 2001 - 0.44 + 0.10 ----- 10.30 > 21
WEYMOUTH 2 FT 1965 - 1.32 - 0.64 + 1. 98 7.04 21
WEYMOUTH 3 VS 1965 - 0.33 - 0.04 + 0.55 4.27 21
WEYMOUTH 4 TS 1965 - 0.44 + 0.01 + 1.00 5.61 21
WILBRAHAM 55 TS 1965 - 0 .13 + 4 .77 + 1.16 35.19 21
WILMINGTON 78 * FS 1951 - 0.34 - 0.30 + 1.27 6.05 23
WINCHENDON 13 ST 1939 - 0.10 + 0.14 + 0.91 3 .43 22
WINCHESTER 14 ST 1940 - 0.06 - 0.09 + 3.01 7.09 > 23
RHODE ISLAND
BURRILLVILLE 187 TS 1968 - 0.69 + 0.08 + 0.13 14 .29 22
BURRILLVILLE 395 UT 1992 ----- ----_ -___-
BURRILLVILLE 396 VT 1992 ----- ----- ----- _____
BURRILLVILLE 397 HT 1992 ----- __-__ ----- -___-
BURRILLVILLE 398 HT 1992 ----- ----- ----- -----
CHARLESTOWN 18 FS 1946 - 2.19 - 1.25 + 1.26 15.17 21
CHARLESTOWN 586 VT 1992 ----- ----- -----
CHARLESTOWN 587 ST 1992 ----- ----- ----- _----
COVENTRY 342 VS 1991 - 2 .05 - 1.46 + 0.59 8.13 22
COVENTRY 411 SS 1961 - 1.10 + 0. 05 + 0.74 19.96 22
COVENTRY 466 VT 1992 ----- ----- ----- -----
CRANSTON CITY 439 ST 1992 ----- ----- ----- --__-
CUMBERLAND 265 SS 1946 - 1.42 - 1.33 + 0.92 11.51 22
EXETER 6 VS 1948 - 0.64 + 0.15 + 0.93 4.46 22
EXETER 158 ST 1991 - 2.08 - 2.13 + 0.83 6.73 22
EXETER 238 FT 1991 - 0.57 - 0.23 + 0.44 11.45 21
EXETER 278 HT 1991 - 2.90 - 2.56 + 0.51 9.61 21
EXETER 475 VS 1981 - 0.66 + 0. 90 + 0.86 12 .39 22
EXETER 554 SS 1988 - 0.89 - 0.41 + 0.20 9.37 21
FOSTER 40 HT 1991 + 0.04 - 0.34 + 1.88 3 .41 22
FOSTER 290 HT 1992 ----- ----- ----- -----
http://ma.water.usgs.gov/current_cond/data/2007_05.txt 6/6/2007
Page 3 of 3
HOPKINTON 67 ST 1991 - 3. 85 2.67 + 1.30 12 .82 22
LINCOLN 84 VS 1946 - 0.69 - 0 .63 + 1.46 3 .34 22
LITTLE COMPTON 142 ST 1992 ----- ----- -----
NEW SHOREHAM 258 UT 1991 ----- ----- ----- -----
NORTH KINGSTOWN 255 VS 1954 - 1.35 - 1.11 + 0.84 6.64 21
NORTH SMITHFIELD 21 TS 1947 - 1.25 - 0.87 + 0.96 6.53 22
PORTSMOUTH 551 HT 1992 ----- ----- ----- -----
PROVIDENCE 48 TS 1944 - 0.29 + 0.12 + 2 .57 3 .47 22
RICHMOND 417 VS 1976 - 0.84 - 0.34 + 0.29 6.06 21
RICHMOND 600* TS 1977 - 0.43 - 0.73 + 0.53 32 .73 22
RICHMOND 785 FS 1989 + 0.02 + 1.56 + 1.95 20.83 22
SOUTH KINGSTOWN 6 VS 1955 - 1.22 + 0 .59 + 0.81 10.66 21
SOUTH KINGSTOWN 1198FS 1988 - 1.38 - 0.23 + 0.41 6. 96 21
TIVERTON 274 TT 1990 ----- ----- ----- -----
WARWICK 59 ST 1991 - 0.14 - 0.31 + 0.66 4.67 22
WESTERLY 522 FS 1969 - 1.00 - 0.33 + 0.39 11.62 21
WEST GREENWICH 181 US 1969 - 2.20 - 1.68 + 0.43 15.31 22
WEST GREENWICH 206 ST 1991 - 0.04 - 0.02 + 0.28 3 .74 21
-----------------------------------------------------------------------------
>> SET NEW HIGH OR EQUALED HIGHEST RECORDED WATER LEVEL FOR PERIOD OF RECORD
> SET NEW HIGH OR EQUALED HIGHEST RECORDED WATER LEVEL FOR END OF MAY
<< SET NEW LOW OR EQUALED LOWEST RECORDED WATER LEVEL FOR PERIOD OF RECORD
< SET NEW LOW OR EQUALED LOWEST RECORDED WATER LEVEL FOR END OF MAY
------ - DATA NOT AVAILABLE
TOPOGRAPHIC (TOPO) SETTING: F=FLAT, G=FLOOD PLAIN, H=HILLTOP, S=HILLSIDE,
T=TERRACE, U=UNDULATING, V=VALLEY, W=UPLAND DRAW
LITHOLOGY (LITHO) : G=GRAVEL, R=ROCK, S=SAND, T=TILL
CONTENTS OF MAJOR RESERVOIRS (ESTIMATED END OF MONTH READINGS)
(MILLIONS OF CUBIC FEET)
MONTH-END PERCENT OF PERCENT
RESERVOIR CONTENTS AVERAGE FULL
BORDEN BR + COBBLE MTN RES, MA 3110 101 92
QUABBIN RESERVOIR, MA 55255 --- 100
SCITUATE RESERVOIR, RI 5063 106 103
STREAMFLOW FOR SELECTED INDEX STATIONS (CUBIC FEET PER SECOND)
MONTH-END PERCENT MAXIMUM DATE MINIMUM DATE
STREAM MEAN MEDIAN FOR MONTH FOR MONTH
CHARLES RIVER, MA 546 143 877 01 263 16
E. BR. HOUSATONIC RIVER, MA 92 .2 68 219 01 40 26
PAWCATUCK RIVER, RI 301 128 462 01 163 31
WARE RIVER, MA 321 147 ---- -- ---_ __
-------------------------------------------------------------------------------
A MONTHLY REPORT PREPARED BY THE
U.S. GEOLOGICAL SURVEY
MASSACHUSETTS-RHODE ISLAND WATER SCIENCE CENTER
10 BEARFOOT ROAD, NORTHBOROUGH, MA 01532
IN COOPERATION WITH THE MASSACHUSETTS DEPT. OF CONSERVATION AND RECREATION,
MASSACHUSETTS DEPT. OF ENVIRONMENTAL PROTECTION, CAPE COD COMMISSION, RHODE ISLAND
DEPT. OF ENVIRONMENTAL MANAGEMENT, AND THE PROVIDENCE WATER SUPPLY BOARD
http://ma.water.usgs.gov/current_cond/data/2007_05.txt 6/6/2007