HomeMy WebLinkAboutTitle V Inspection Report - 35 WOODBERRY LANE 12/16/2005 COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENI.AL AFFAIRS
_ DEPARTMENT OF ENVIRONMENTAL PRO'T'ECTION
TITLE 5
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION
Property Address:35 Woodberry Lane
brth Andover..MA 01845 f CEI E n.. nm.
C)ti+net's Name:_,Icahn k Linda nda hrader
Owner's Acid ress: 3 S Woodberry Lane
Nor h Andover, MA 01845 JAN ,a� 2
Dale of Inspection: -1-2-" 6 /0 5
Name oi'Ins ector: lease riot Jai V4 d"v"P�wUT pl!:EVW ail NT V
P (P print) Wr Wright
Company Name: R J. Inspections ,—Inc.
Mailing,Address:One Osgood Street
Methuen, MA 01844
Telephone Number: 978-681 —8759
CERTIFICATION STATEMENT
1 certify that 1 have personally inspected the sewage disposal system at this address and that the information repotted
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 too Section 15.340 of Title 5(310 CMR 15.000). The system:
l/ Yasses
Conditionally Passes
Needs Further)Evaluation by the Local Approving Authority
Fails
(Inspector's Signature: — ---- -' Date:
1'Ite s}stem inspect/ sl l submit a copy of this inspection report to the Approving Authority(Board of"health or
D1,'11)within 30 da of 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
*'`**This report only describes conditions at the time of inspection and tinder the conditions of use at that
time. Thisi.nspection does not address how the system will perform in the future under the same or different
conditions of use.
Title S Inspection Form 6/15/2000 page 1
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OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOTaj
PART A
CERTIFICATION (continued)
Property Address: 3_5Woodberry Lane
-North -Owner: John & LindaAScchraderMA 01845
Date of Inspection: 12/16105
Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D
A. Syster asses:
� 1.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. System Conditionally Passes:
One or more system components as described in 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 ves,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 2 d — ilable.
ND explain:
ObsX11 sewage backup or break out or high static water level in the distribution box due to broken or
obstructed pue to a broken, settled or uneven distribution box. System will pass inspection if(with
approvali,of Board of Health):
broken pipe(s)are replaced
obstruction 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
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OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 35 Woodberry Lane
Owner: John & Linda Schraeer MA 01845
Date of Inspection: 12/16/09
C. Further Evaluation is Required by the Board of Health:
Conditions exist which require further evaluation by the Board of Health in order to determine if the system
is failing to protect public health, safety or the environment.
1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the
system is not functioning in a manner which will protect public health,safety and the environment:
_ 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 ublic Water Supplier, if any)determines that the
system is functioning in a manner that pr cts the public health,safety and environment:
The system has a septi and soil absorption system(SAS)and the SAS is within 100 feet of a
surface water supply or utary to a surface water supply.
___ The syste as a septic tank-and SAS and the SAS is within a Zone 1 of a public water supply.
The stem has a septic tank and SAS and the SAS is within 50 feet of a private water supply well.
he system has a septic tank 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 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 to
3. Other:
3
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Page 4 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 35 Woodberry Lane
North An over, A 01845
Owner: John & Lin a e ra
Date of Inspection: 121 1 6_�05___
D. System Failure Criteria applicable to all systems:
You must indicate"yes"or"no" to each of the following for all inspections:
Yes No�
_✓ackup of sewage into facility or system component due to overloaded Or clogged
_✓ Discharge or pending of effluent to the surface of the ground or surface waters due to S or cesspool
Static
SAS or cesspool an overloaded or
Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or
cesspool
7L' uid depth in cesspool is less than 6"below invert or available volume is less than %day flow
Required Pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).
/times pumped Number
_v y portion of the SAS, cesspool or privy is below high ground water
! gny portion of cesspool or privy is within 100 feet of a surface watersulevatron.
ter supply. supply or tributar) to a surface
_ y portion of a cesspool or privy is within a Zone 1 of a public ,
portion of a cesspool or privy p li well.
p p vy 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.]
d(Yes/No)The system fails. I have determined that one or more of the above failure criteria exist
described in 310 CMR 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 to the criteria above)
Yes no
the system is within 400 feet of face drinking water supply
the system is within feet of a tributary to a surface drinking water supply
_ the system i orated in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA) or a mapped
Zone I a public water supply hell
If YOU have answered"yes"to any question in Section E the system is considered a significant threat, or answered
"ycs" in Scction D above the large system has failed.The owner or operator of any large system considered a
significant threat under Section E of 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
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OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 35 Woodberry Lane
North Andover MA 01845
Owner: Jc)bn & r i nda Schrader
Date of inspection: 1211161/
Check if the following have been done.You must indicate`Yes"or"no" as to each of the following:
Pumping information was provided by the owner, occupant, or Board of Health
e/ Were any of the system components pumped out in the previous two weeks
Has the system received normal flows in the reviou
p s two week period .
Have-large 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 y were not available note as N/E1)
. Vas the facility or dwelling inspected for signs of sewage back up
Was the site inspected for signs of break out?
Were all system components, excluding the SAS,located on site?
_✓ — Were the septic tank manholes uncovered, opened, and the interior of the tank inspected
of the/baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth ooflsctunndition
Was the facility owner(and occupants if different from owner)provided with information on the pro er
maintenance of subsurface sewage disposal systems ? p
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
is unacceptable) [310 CUR 15.302(3)(b)J of distance
5
Page 6 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: - 35 Woodberry Lane
North Andover, MA 01845
Owner: John & Linda Schrader
Date of Inspection: 12.116/05
RESIDENTIAL FLOW CONDITIONS
Number of bedrooms(design): Number of bedrooms (actual):
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of e rooms):
Number-of current residents:
Does residence have a garbage grinder(yes or no):14(1'0
Is laundry on a separate sewage system(yes or no):ltr0[if yes separate inspection required]
Laundry system inspected(yes or no):
Seasonal use: (yes or no):/v-(J
Water meter-readings, if available(last 2 years usage(gpd)):'rl/
Sump pump(yes or no):/,-
Last date of occupancy:
COMMERCIAL/INDUSTRIAL
Type of establishment:
Design flow, (based on 310 CMR , ; gpd
Basis of design flow(seats rsons/sgft,etc.):
Grease trap present s or no):_
Industrial was olding tank present(yes or no): _
Non-sanitary waste discharged to the Title 5 system(yes or no):
Water meter readings, if available:
Last date of occupancy/use:
OTHER(describe):
Pumping Records
GENERAL INFORMATION
�
Source of information:���/ 6V .6ar 04 �I'
Was system pumped as part orthe inspection (yes or no):iVO
If yes, volume pumped: gallons--How was quantity pumped determined?
Reason for pumping: —
TYP�7h`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:
/5p`
Were sewage odors detected-when arriving at the site(yes or no): ��C>
6
P3'c i oC 1 1 ,
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 35 Woodberry Lane
North_.._Andover. , MA 01 845
Owner:John & Linda 5chra'dr
Date of Inspection: .1 2 11 , 6S
BUILDING SEWER(locate on site plan)
r/
Depth below grade: /
Materials of construction: cast 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 grader
Material of construction:_concrete_metal fiberglass—polyethylene
_ other(explain) —
If tank is metal list age:— Is age confirmed by a Certificate of Compliance es or no):
certificate) _ p (Y —(attach a copy of
Dimensions:
Sludge depth: 3 i�
Distance from top of sludge to bottom of outlet tee or baffle: 7e
Scum thickness: 1 /i
Distance from top of scum to top of outlet tee or baffle: y,/
Distance from bottom of scum to bottom of outlet tee or baffle:
How were dimensions determined: 'Z�Zj�t �y
Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels
as related to outlet invert, evidence of leakage, etc,):GREASE TRAP:_(locate on site plan)
Depth below grade:
Material of construction:—concrete metal rglass _ polyethylene other
(explain): — —
Dimensions:
Scum thickness:
Distance from top of to top of outlet tee or baffle:
Distance from b om of scum to bottom of outlet tee or baffle:
Date of last pumping:
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels
as related to outlet invert, evidence of leakage etc.):
7
Page S of I 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 35 Woodberry Lane
North Andover. MA 01845
Owner:John & Linda Schrader
Date of Inspection: 1 2/16/0 5
TIGHT or HOLDING TANK: (tart;must be pumped at time of inspection)(locate on site plan)
Depth below grade:
Material of construction.- concrete metal
— rglass_polyethylene other(explain):
Dimensions:
Capacity: gallons
Design Flow: _ allons/day
Alarm present or no):
Alarm level: Alarm in working order(yes or no):
Date of last pumping:
Comments(condition of alarm and float switches,etc.):
DISTRIB UTION 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 or
Comments (note conditio pump chamber, condition of pumps and appurtenances, etc.):
8
Page 9 of I I
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 35 Woodberry Lane
North Andover, MA 01845
Owner:-John & Linda Schrader
Date of Inspection: 12/1 6/0 5
SOIL ABSORPTION SYSTEM(SAS): (locate on site plan, excavation not required)
If SAS not located explain why:
'Ty p e
leaching pits,number:_
leaching chambers,number:
leaching galleries,number:
_ leaching trenches,number, length:
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.):
-.G•A� � /—•r-Y!f � o�,�� /�//� 'ter/ _-�'J�'��'/
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 cesspoo
Materials of cons ction:
Indication 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:
Continents (note.con ' ton of soil,signs of hydraulic failure, level of ponding, condition of vegetation, etc.):
9
Pad e 10 of I 1
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORNI
PART C
SYSTEM INFORMATION(continued)
Property Address: 35 Woodberry Lane
North Andover, MA 01845
Owner: John & Linda Schrader
Tate of Inspection: -12/1 6/0 5
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.
- S Gam'cy d�/%�'•���
R
r o v� `.
10
Pale I 1 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 35 Woodberry Lane
North Andover, MA 01845
Owner: John & Linda Schra er
Date of inspection: 1 2/1 6/0 5
SITE EXAM
Slope
Surface water
Chectc cellar
Shallow wells
Estimated depth to ground water feet
Please indicate(check)all methods used to determine the high ground water elevation:
Obtained fi-om system design plans on record-If checked,date of design plan reviewed:
Observed site(abutting property/observation hole within 150 feet of SAS)
CI) ed 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:
11
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SUMMARY OF GROUND-WATER LEVELS NOVEMBER 2005 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 CHA24GE DEPARTURE WATER LEVEL
T I YEAR IN 14ONTH IN ONE FROM BELOW I.A1D-
0 T OF YEAR MONTHLY SURFACE
P H RECORD MEDIAN DATUM
0 0 (OW.)
(FEET) (FEET) (FEET) (FEET) DAY
MASSACHUSETTS
ACTON 158 * IS 1965 + 0.71 + 2.32 + 3.02 16.86 > 30
ANDOVER 462 VS 1968 - 1.12 - 0.36 - 0.46 15.41 22
ATTLEBORO 83 VS 1964 - 0.70 + 0.44 + 0.49 3.27 30
BARNSTABLE 230 FS 1957 + 0.54 + 2.27 + 2.11 22.76 28
BARNSTABLE 247 FS 1962 + 0.38 + 2.29 + 2.06 23.20 2B
BECKET 12 IS 1986 ----- + 0.66 + 0.70 2.50 > 29
BLANDFORD 9 VS 1986 - 0.45 + 0.45 + 0.49 1.63 > 29
BOURNE 19B FS 1962 + 0.56 + 1.97 + 1.62 32.74 28
BREWSTER 21 FS 1962 + 0,10 + 2.43 + 1.80 8.75 21
BREWSTER 22 + FS 1962 + 0.17 + 2.08 + 1.89 29.87 30
CHATHA14 138 FS 1962 + 0.45 + 0.38 + 0.99 23.60 21
CHESHIRE 2 HT 1951 - 1.81 + 3.06 + 1.22 3,99 30
CHICOPEE 95 IS 1984 + 0.65 + 1.78 + 1.31 20.79 > 29
COLRAIN 8 VS 1965 + 7.09 + 8.51 + 10.49 10.94 >> 30
CONCORD 165 IS 1965 - 0.07 + 1.82 + 1.38 40.90 21
CONCORD 167 IS 1965 - 0.63 + 1.38 + 0.75 6.78 21
CLZ24INGTON 13 VS 1986 - 0.85 + 1.77 + 1.22 3.41 > 30
DEDHAM 231 ST 1965 - 1.53 + 2.24 + 1.76 6.18 21
DEERFIELD 44 VS 1965 + 0.16 + 0.75 + 0.81 1.83 30
DOVER 10 TS 1965 + 1.08 + 2.13 + 2.64 32.04 > 21
DUXBURY 79 * VS 1965 - 0.26 + 0.95 + 1.23 7.08 > 30
DUXBURY 80 VR 1965 - 0.40 + 1.32 + 1.61 20.40 > 29
EAST BRIDGEWATER 30 HT 1958 + 0.01 + 8.77 + 6.98 5.49 29
EDGARTOWN 52 VS 1976 - 0.46 + 1.86 + 1.01 17.51 30
FOXBOROUGH 3 TS 1965 - 0.19 + 1.28 + 1.47 18.38 30
FREETOWN 23 TS 1964 + 0.19 + 2.24 + 2.26 11.89 29
GEORGETOWN 168 VS 1965 - 0.78 + 0.02 + 0.03 4.53 22
GRANBY 68 VS 1954 + 1.38 + 2.43 + 2.56 6.08 29
GRANVILLE 5 TS 1965 + 1.23 + 1.19 + 1.85 32.22 29
GRANVILLE 6 SS 1965 - 0.70 + 2.27 + 1.64 3.22 29
GREAT BARRINGTON 2 VT 1951 - 1.07 + 2.65 + 3.28 8.07 29
HANSON 76 VS 1964 - 0.24 + 0.56 + 0.37 4.15 29
HARDWICK 1 IS 1965 - 0.88 ----- + 2.56 13.20 30
HAVERHILL 23 IS 1960 + 0.00 + 2.21 + 2.22 11.09 22
HAWLEY 8 ST 1986 - 0.82 + 1.07 + 1.19 2.83 > 30
LAKEVILLE 14 * TS 1964 + 1.07 + 6.69 + 7.62 10.19 > 30
LEXINGTON 104 VS 1965 - 0.88 + 0.24 + 0.79 1.75 21
MASHPEE 29 FS 1976 + 0.12 + 1.12 + 1.08 8.09 28
MIDDLEBOROUGH 82 VT 1965 + 1.69 + 7.11 + 9.07 3.61 > 28
MONTGOMERY 19 SS 1986 - 0.28 + 0.48 + 0.82 0.76 29
NANTUCKET 228 FS 1976 ----- + 0.33 + 0.75 24.63 23
NEW BEDFORD 116 VS 1964 - 0.10 + 0.37 + 0.26 3.63 29
NEWBURY 27 VT 1965 - 0.92 + 1.12 + 2.09 5.86 22
NORFOLK 27 * VS 1965 - 0.03 + 0.67 + 0.79 5.34 30
NORTHBRIDGE 54 VS 1984 - 0.65 + 1.08 + 1.15 3.23 > 30
NORTON 37 FS 1964 - 2.54 + 2.14 + 1.85 5,06 30
ORANGE 63 IS 1985 - 0.52 + 2.39 + 2,59 4.91 > 21
OTIS 7 VS 1965 - 1.82 + 1.27 + 0,73 7,45 29
PELHAM 23 * SR 1981 + 0.82 + 0.91 - 1.78 14.06 30
PELRAI4 24 SS 1984 - 1.73 + 1.03 + 1.32 2.98 > 21
PETERSHAM 16 ST 1984 - 2.65 + 3.68 + 4.05 10.23 > 30
PITTSFIELD 51 * VS 1963 + 1.55 + 1.36 + 2.82 14.48 30
PLYMOUTH 22 TS 1956 + 1,06 + 4.11 + 3,69 21.74 > 28
PLYMOUTH 494 SS 1985 + 0.46 + 4.10 + 3.01 27.55 28
SANDWICH 252 FS 1962 + 0.16 + 0.48 + 0.61 46.96 28
SANDWICH 253 FS 1962 + 0.20 + 2.50 + 1.56 49.18 28
SEEKONK 275 VS 1964 - 0.01 + 0.21 + 1.16 5.34 > 29
SHEFFIELD 58 FS 1987 + 0.31 + 1.05 + 2.13 11.97 29
SOUTHBOROUGH 12 HT 1990 - 1.91 + 3.67 + 3.68 2.75 21
SOUTHWICK 95 TS 1986 WELL DESTROYED
STERLING 1 ST 1947 - 0.11 + 2.16 + 1.89 2.57 > 21
STERLING 177 SS 1995 - 0.93 + 0.66 + 0.79 13.86 21
SUNDERLAND 7 SS 1957 ----- + 10.24 + 7,71 8.62 > 21
SUNDERLAND 68 VS 1983 - 0.21 + 1.35 + 1.67 1.54 > 21
TAUNTON 337 TS 1964 - 0.57 + 1.79 + 1.81 7.42 > 30
TEMPLETON 3 VS 1957 - 0.99 - 0.08 + 0.26 3.15 21
TOPSFIF.LD 1 HT 1936 + 1.96 + 1.98 + 3.69 11.00 22
TOWNSEND 13 TS 1965 + 0.53 + 2.51 + 2.41 11.75 > 21
TRURO 1 IS 1950 - 0.23 + 0.12 + 0.26 10.49 21
TRURO 89 TS 1962 + 0.16 + 0.53 + 0.50 11.76 21
WAKEFIELD 38 ' FS 1965 - 0.14 + 0.54 + 1.49 5.58 > 30
WARE 43 VS 1965 + 0.41 + 1.87 + 2.08 7.12 > 30
WAREHAM 51 TS 1959 + 0.31 + 3.50 + 3.43 5.93 28
WAYLAND 2 TS 1965 + 0.22 + 1.07 + 0.85 15.58 21
WEBSTER 1 HS 1958 - 0.06 + 4.45 + 2.33 12.40 30
WELLFLEET 17 VS 1962 + 0.07 + 1.43 + 0.37 10.68 21
WENHAM 76 VS 1965 - 0.29 + 0.56 + 0.98 1.66 22
WEST BOYLST017 26 SS 1995 - 2.02 + 2.36 + 3.68 3.80 21
WEST BROOKFIELD 2 TS 1959 + 0.18 + 2.43 + 2.71 17.04 > 30
WESTHAMPTON 20 SS 1986 + 4.85 + 3.92 + 5.81 8.97 30
WESTFIELD 62 SS 1957 - 1.12 + 2.97 + 2.54 5.62 29
WESTFIELD 152 TS 1986 - 0.75 + 0.58 + 1.06 2.28 > 29
WES'TFORD 160 VS 2001 - 0.58 + 0.55 ----- 10.47 > 30
PIEY14OUTH 2 FT 1965 + 0.21 + 8.59 + 8.85 6.23 > 29
WEYMOUTH 3 VS 1965 - 0.31 + 0.85 + 1.15 3.93 29
WEYMOUTH 4 IS 1965 ----- ----- ----- -----
WILI3RAHAPI 55 IS 1965 + 0.22 + 9.00 + 8.81 34.45 > 29
WILMINGTON 78 + FS 1951 + 0.15 + 1.17 + 0.92 7.45 30
WINCHENDON 13 ST 1939 - 0.04 + 1.26 + 4.38 3.37 21
WINCHESTER 14 ST 1940 - 3.96 + 2.03 + 0.48 9.21 22
RHODE ISLAND
BURRILLVILLE 187 IS 1968 + 0.67 + 1.45 + 1.59 14.50 28
BURRILLVILLE 395 UT 1992 - 0.85 - 0.83 - 1.02 9.90 28
BURRILLVILLE 396 VT 1992 - 0.26 + 0.85 + 0.98 4.45 > 28
BURRILLVILLE 397 HT 1992 - 1.08 + 12.02 + 14.07 10.98 > 28
BURRILLVILLE 398 HT 1992 - 1.30 + 3.96 + 4.38 5.51 > 28
CHARLESTOWN 18 FS 1946 + 0.68 + 1.83 + 4.66 15.24 29
CHARI.ESTOI-711 586 VT 1992 - 0.23 - 0.04 + 0.22 3.36 29
CHARLESTOWN 58*7 ST 1992 - 1.11 + 2.48 + 3.68 4.83 29
COVENTRY 342 VS 1991 - 1.05 + 2.05 + 1.01 7.98 28
COVENTRY 411 SS 1961 - 0.36 + 1.92 + 2.07 20.09 28
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