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413 LAFAYETTE STREET i o CITY OF SALEM, MASSACHUSETTS L BOARD OF HEALTH g} 720 WASHINGTON STREET, 4TH FLOOR Pe SALEM, MA 01970 TEL. 978-741-1800 FAX 978-745-0343 STANLEY J. USOVICZ, JR. JOANNE SCOTT, MPH, RS, CHO MAYOR HEALTH AGENT August 19, 2003 Mary Zolner 413 Lafayette Street Salem, MA. 01970 Dear Ms. Zolner: The Salem Board of Health has been notified that your private waste disposal system located at 413 Lafayette Street failed the Title 5 inspection conducted on 7/17/03 by John Romano of John Romano Home Inspection Company. Please contact this Office within 10 days with notification in writing as to what plan of action you are going to take to correct the violation set forth in the Title V System Inspection. Thank you for your time and anticipated cooperation in this matter. For the Board of Health: Jeff Vaughan Sr. Sanitarian John Romano Home Inspection cop Inc. 6 Ashley Drive,Amesbury Ma. 01923 156 Little Mill Road,Sandown NH.03873 Phone 978-388-2323 800-281-5599 Fax 978-388 2323 Phone/Fax Date: 07-15-03 Mary Zolner 413 Lafayette Street Salem Ma. 01970 JUL 312003 CC: Salem Board of Health CITY OF SALEM BOARD OF HEALTH Your private waste disposal system was inspected with following the guide lines of Title 5 regulations for inspection process of a private waste disposal System provided by The Department of Environmental Protection in Massachusetts. No warrantee or guarantee of the systems longevity can be determined. The inspection is based on the physical conditions of the system at the time of the inspection. Change in water use or excavation of areas around the system can alter its function and flow condition. The inspection is to determine if the system is in failure of protecting the safety of people and the protection of the environment including pollution of ground water, rivers, surface waters, drinking water supplies including supply wells used for drinking and human use. I am sorry to inform you your private waste disposal system failed the title 5 inspection located at 413 Lafayette Street, Salem Ma. 01970 The cesspool is in hydraulic failure. The liquid level was above the inlet invert. The soil pipe leading from the house to the cesspool has effluent inside. This effluent will be constant inside the pipe to a point were it levels off with the cesspool liquid level. The outlet invert is a pvc tee on a furnco fitting. The furnco fitting is a rubber fitting. The pvc tee on the end of the furnco fitting was submerged in the effluent allowing solid carry over into the leach pit. If you have any questions, please call me at your convenience. YhanYouo�esident omano Home Inspection Co,. Inc. w I^ V Vl THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT John R. Romano Has satisfied the Department's qualifications as required and is hereby authorized to use the title CERTIFIED TITLE 5 SYSTEM INSPECTOR as provided in 310 CMR 15 .340 and Section 13 of Chapter 21A of the General Laws. Issued by The Department of Environmental Protection. March 2, 1995 Acting Director of the • ion of Water Pollution Control I `, O�OL AS � C W Cn 18 63 . yy Massachusetts Department of Environmental Protection and University of Massachusetts Amherst Division of Continuing Education certify that Yohn Romano has satisfactorily completed the soil examination, which meets the requirements of 310 CMR 15.000 Title 5 of the State Environmental Code, and is hereby recognized by the Department of Environmental Protection as an approved Soil Evaluator. Program Coordinator, &vision of Continuing Education University of Massachusetts Deputy D re tor, Muni ci I ssistance Departm n of Environm tal Protech n Fall 1999 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION a� TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 413 Lafayette Street Salem Ma.01970 Owner's Name: Mary Zolner Owner's Address:413 Lafayette Street Salem Ma.01970 Date of Inspection: 07-17-03 Name of Inspector: (please print)John Romano Company Name: John Romano Home Inspection Co.Inc. Mailing Address: 6 Ashley Drive Amesbury Ma.01913 Telephone Number:978-388-2323 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: Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority XXX F ils Inspector's Signature: Date: 07-15-03 The system inspector shall s b it a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of corn eting 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 The system is a cesspool acting as a septic tank The inlet invert was submerged in effluent while the liquid level was just above the outlet invert. The outlet invert has a fenco fitting attached with a pvc tee. The furnco fitting sags into the cesspool allowing solid carry over into the leach pit. All drains including the laundry flow into the cesspool and then into the pit. ****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 c � Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 413 Lafayette Street Salem Ma.01970 Owner: Mary Zolner Date of Inspection: 07-15-03 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. 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 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"filtration 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 explain: 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 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: m,.,. I .---- ,,- 2 • Page 3 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:413 Lafayette Street Salem Ma.01970 Owner: Mary Zolner Date of Inspection: 07-15-03 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(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 the SAS 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 SAS is within a Zone 1 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 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 form. 3. Other: c • ' t Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 413 Lafayette Street Salem Ma.01970 Owner: Mary Zolner Date of Inspection: 07-15-03 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or available volume is less than''/z day flow X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped_. X Any portion of the SAS,cesspool or privy is below high ground water elevation. X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or privy is within a Zone 1 of a public well. X Any portion of a cesspool or privy is within 50 feet of a private water supply well. X 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.] YES (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as 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 a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—I WPA)or a mapped Zone II of 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. 1!.,- ---..-- �-.-- 4 • Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 413 Lafayette Street Salem Ma 01970 Owner: Mary Zolner Date of Inspection:07-15-03 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No X Pumping information was provided by the owner,occupant,or Board of Health X Were any of the system components pumped out in the previous two weeks? X Has the system received normal flows in the previous two week period? X Have large volumes of water been introduced to the system recently or as part of this inspection? NA Were as built plans of the system obtained and examined?(If they were not available note as N/A) X Was the facility or dwelling inspected for signs of sewage back up? X Was the site inspected for signs of break out X Were all system components,excluding the SAS,located on site? X Were the septic 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 depth of scum? X 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 X Existing information.For example,a plan at the Board of Health. X Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[3 10 CMR 15.302(3)(b)J Page 6 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 413 Lafayette Street Salem Ma.01970 Owner:Mary Zolner Date of Inspection: 07-15-03 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): na Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms):330 Number of current residents: 1 Does residence have a garbage grinder(yes or no):No Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no):Yes,laundry is connected to the system. Seasonal use: (yes or no):No Water meter readings,if available(last 2 years usage(gpd)): See attached Sump pump(yes or no):No Last date of occupancy:Current COMMERCIALIINDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding 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): GENERAL INFORMATION Pumping Records Source of information:Last pump was 2001 per owner Was system pumped as part of the inspection(yes or no):No If yes,volume pumped: gallons--How was quantity pumped determined? 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) 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 XX Other(describe):Cesspool with a leach pit. Approximate age of all components,date installed(if known)and source of information:Unknown Were sewage odors detected when arriving at the site(yes or no):No T,.,. IT__.._ _.. .I.11n 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: 413 Lafayette Street Salem Ma.01970 Owner: Mary Zolner Date of Inspection: 07-15-03 BUILDING SEWER(locate on site plan) Depth below grade:25 inches Materials of construction: X cast iron 40 PVC other(explain): Distance from private water supply well or suction line:Approx,22 feet Comments(on condition ofjoints,venting,evidence of leakage,etc.):Joints in good condition. Venting adequate. No leaks were found at the time of the inspection. SEPTIC TANK: (locate on site plan) Cesspool inspected with septic tank criteria Depth below grade: 12 inches Material of construction: concrete metal fiberglass polyethylene_X—other(explain) CMU,concrete masonry units {Blocks ) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions:2'round at top X 5' Round at bottom X 5' deep Sludge depth: 6 inches Distance from top of sludge to bottom of outlet tee or baffle:Pvc tee sagged into cesspool Scum thickness: 3 inches Distance from top of scum to top of outlet tee or baffle: Pvc tee sagged into cesspool Distance from bottom of scum to bottom of outlet tee or baffle:Pvc sagged into cesspool How were dimensions determined:Two dip sticks used Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.):The inlet invert was submerged in effluent. The outlet tee was mounted on a femco fitting which was submerged into the cesspool. The cesspool was allowing solid carry over into the pit. 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 or baffle: Distance from bottom 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.): m..,- T-----..-.- ,.-...-. 1,.1 7 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:413 Lafayette Street Salem Ma.01970 Owner: Mary Zolner Date of Inspection:07-15-03 TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: 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 or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): T..._ I ._- 1111,.,.,,,,, 8 Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 413 Lafayette Street Salem ma.01970 Owner: Mary Zolner Date of Inspection:07-15-03 SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type I XX leaching pits,number: One leach pit,4'deep X 4'X 4" 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.): The leach pip is constructed of CMU,concrete masonry units otherwise known as block. No signs of hydraulic failure,no ponding,soil is dry and vegetation was flowers. The pit shows no signs of hydraulic failure. CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration:One cesspool Depth—top of liquid to inlet invert: The liquid level was above the inlet invert. Depth of solids layer: 6 inches Depth of scum layer: 3 inches Dimensions of cesspool:2' Round at top X 5'Round at bottom X 5' Deep Materials of construction:CMU,concrete masonry units Indication of groundwater inflow(yes or no):No Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): The soil is a flower bed. The cesspool is in hydraulic failure. The cesspool was inspected with the septic tank criteria per title 5 regulations. PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): m•.,- I .-_....,- - I-_. I,.I'nn 9 • Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 413 Lafayette Street Salem Ma.01970 Owner: Mary Zolner Date of Inspection:07-15-03 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. �'-- L r4 'rA� e 4e S7<r e c- 'C yak` I t a 'Le— C' ss'�`�I .} �f LMCA � Oc, � V, &,e �{ O r sL)Yr 10 i T.... ._. _ ...._ _ ,.,� 10 t Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 413 Lafayette Street Salem Ma.01970 Owner: Mary Zolner Date of Inspection: 07-15-03 SITE EXAM Slope 1 pct Surface water None,ocean is over 100 feet away Check cellar Dry Shallow wells None Estimated depth to ground water 6 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) XX Accessed USGS database-explain: You must describe how you established the high ground water elevation: The soil next to the leach pit was probed to a depth of two feet below the leach pit. No ground water was encountered. The leach pit was empty at the time of the inspection. We ran a hose from the septic tank to the leach pit as to determine if the pit was connected. Water came into the pit when the hose bib was turned on. The laundry was operated. Water from the laundry entered the cesspool and then into the pit. Soil survey maps and the web site used as reference. Page ] of 3 SUMMARY OF GROUND-WATER LEVELS JUNE 2003 PROVISIONAL (NOTE: Wells with * also available in real-time at top of Ground-water Data page) 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 (FEET) (FEET) (FEET) (FEET) DAY MASSACHUSETTS ACTON 158 * TS 1965 + 0.21 + 3.04 + 1.58 16.56 30 ANDOVER 462 vs 1968 + 0.30 + 1.23 + 0.42 14.32 27 ATTLEBORO 83 Vs 1964 + 0.27 + 0.89 + 0.83 3.22 24 BARNSTABLE 230 Fs 1957 + 0.11 + 2.16 + 1.14 22.23 24 BARNSTABLE 247 FS 1962 + 0.12 + 3.19 + 1.00 22.98 24 BECKET 12 TS 1986 + 0.98 + 0.85 + 1.75 2.19 >> 24 BILLERICA 363 Hs 1962 + 0.15 + 0.84 - 0.84 8.26 26 BLANDFORD 9 VS 1986 + 0.57 - 0.25 + 1.08 1.64 24 BOURNE 198 FS 1962 - 0.44 ----- + 0.42 32.34 26 BREWSTER 21 Fs 1962 + 0.62 + 2.81 - 0.04 9.75 24 BREWSTER 22 * FS 1962 - 0.02 + 2.49 + 0.38 29.95 30 CHATHAM 138 FS 1962 - 0.22 + 2.85 + 1.73 21.78 24 CHESHIRE 2 HT 1951 + 0.58 + 0.60 + 2.95 2.71 24 CHICOPEE 95 Ts 1984 - 0.01 + 1.41 - 0.75 21.60 23 COLRAIN 8 Vs 1965 - 0.98 - 0.32 + 0.45 18.13 25 CONCORD 165 Ts 1965 + 0.41 + 1.92 - 1.69 42.30 26 CONCORD 167 Ts 1965 + 0.24 + 2.56 + 0.86 6.39 26 CUMMINGTON 13 VS 1986 - 0.06 + 0.35 + 0.69 4.55 24 DEDHAM 231 ST 1965 + 0.50 + 2.30 + 2.92 4.90 26 DEERFIELD 44 VS 1965 + 0.07 + 0.06 + 0.27 2.64 20 DOVER 10 TS 1965 + 0.06 + 0.88 + 0.74 31.75 26 DUXBURY 79 * VS 1965 - 0.17 + 0.43 + 1.04 7.67 > 30 DUXBURY 80 VR 1965 + 0.16 + 0.79 + 1.35 20.80 > 23 EAST BRIDGEWATER 30 HT 1958 + 1.40 + 3.75 + 5.37 3.63 > 23 EDGARTOWN 52 vs 1976 + 0.00 + 3.75 + 1.80 15.57 25 FOXBOROUGH 3 TS 1965 + 0.47 + 1.01 + 1.02 17.95 23 FREETOWN 23 Ts 1964 + 0.33 + 1.89 + 0.76 12.33 23 GEORGETOWN 168 vs 1965 - 0.71 + 0.26 + 0.42 4.41 27 GRANBY 68 v5 1954 - 0.19 + 1.42 + 1.32 6.36 23 GRANVILLE 5 TS 1965 + 0.40 ----- + 0.08 31.91 24 GRANVILLE 6 55 1965 + 2.31 + 2.27 + 2.69 3.03 24 GREAT BARRINGTON 2 vT 1951 + 0.90 + 1.74 + 2.84 8.74 24 HANSON 76 vs 1964 + 0.11 + 0.95 + 0.78 4.13 23 HARDWICK 1 Ts 1965 + 0.76 + 2.30 + 2.82 11.91 22 HARDWICK 31 TS 1984 - 3.81 - 2.72 - 2.31 13.44 < 20 HAVERHILL 23 TS 1960 - 0.93 + 0.79 + 0.90 10.64 27 HAWLEY 8 ST 1986 + 0.01 + 0.37 + 1.07 3.11 24 LAKEVILLE 14 * Ts 1964 + 0.88 + 5.00 + 2.77 11.47 30 LEXINGTON 104 Vs 1965 - 0.41 + 0.20 + 1.26 1.75 26 MASHPEE 29 Fs 1976 - 0.18 + 1.79 + 1.12 6.88 26 MIDDLEBOROUGH 82 vT 1965 + 0.44 + 2.86 + 4.82 5.45 24 MONTGOMERY 19 ss 1986 + 0.44 + 0.52 + 0.94 0.66 25 NANTUCKET 228 FS 1976 - 0.28 + 2.61 + 1.51 22.29 24 NEW BEDFORD 116 vs 1964 + 0.27 + 0.57 + 0.75 3.52 24 NEWBURY 27 vT 1965 - 0.75 + 0.28 + 2.24 5.20 27 SUMMARY OF GROUND-WATER LEVELS JUNE 2003 PROVISIONAL (NOTE: wells with * also available in real-time at top of Ground-water Data page) WELL L START NET CHANGE DEPARTURE WATER LEVEL T I OF IN MONTH IN ONE FROM BELOW LAND- 0 T RECORD YEAR MONTHLY SURFACE P H MEDIAN DATUM O 0 (FEET) (FEET) (FEET) (FEET) DAY MASSACHUSETTS (CONTINUED) NORFOLK 27 * VS 1965 + 0.03 + 0.39 + 0.58 5.79 30 NORTHBRIDGE 54 Vs 1984 + 0.37 + 0.79 + 0.83 3.46 22 NORTON 37 Fs 1964 + 1.39 + 2.05 + 3.08 5.24 23 ORANGE 63 TS 1985 + 0.04 + 1.01 + 1.20 5.78 23 OTIS 7 VS 1965 + 1.54 + 1.60 + 1.83 6.83 24 PELHAM 23 * SR 1984 - 1.87 + 1.16 - 0.85 14.75 30 http://ma.water.usgs.gov/current-cond/data/03-06.txt 7/29/2003 Page 2 of 3 PELHAM 24 SS 1984 + 0.34 + 1.39 + 1.29 3.31 20 PETERSHAM 16 ST 1984 - 0.15 + 0.86 + 1.13 12.71 23 PITTSFIELD 51 vs 1963 - 0.73 - 0.37 + 0.11 15.28 30 PLYMOUTH 22 Ts 1956 + 0.12 + 3.06 + 0.98 22.26 23 PLYMOUTH 494 SS 1985 + 0.23 + 2.03 + 0.61 29.15 23 SANDWICH 252 FS 1962 - 0.19 + 1.08 + 0.62 46.46 26 SANDWICH 253 FS 1962 + 0.56 + 3.37 - 0.68 50.20 26 SEEKONK 275 vs 1964 + 0.17 + 0.89 + 1.93 5.00 > 23 SHEFFIELD 58 FS 1987 + 0.41 + 1.84 - 0.91 13.86 24 SOUTHBOROUGH 12 HT 1990 - 0.83 + 1.64 + 4.72 2.83 26 SOUTHWICK 95 TS 1986 + 1.03 + 3.18 + 0.70 2.09 24 STERLING 1 ST 1947 - 0.18 + 1.22 + 2.03 2.84 22 STERLING 177 SS 1995 + 0.40 + 0.47 + 0.55 13.93 22 SUNDERLAND 7 SS 1957 + 1.27 + 9.73 + 0.55 10.58 19 SUNDERLAND 68 vs 1983 + 0.13 + 1.34 + 0.64 2.62 19 TAUNTON 337 TS 1964 - 0.21 + 0.79 + 1.02 8.21 23 TEMPLETON 3 VS 1957 - 0.01 + 0.14 + 0.20 3.68 22 TOPSFIELD 1 HT 1936 + 0.14 + 0.41 + 1.23 10.70 27 TOWNSEND 13 Ts 1965 + 0.06 + 2.10 + 1.41 11.07 19 TRURO 1 TS 1950 + 0.24 + 0.62 + 0.87 9.93 > 24 TRURO 89 TS 1962 - 0.28 + 1.03 + 0.75 11.20 24 WAKEFIELD 38 * Fs 1965 - 0.35 + 0.07 + 0.70 6.50 30 WARE 43 VS 1965 + 0.29 + 0.88 + 0.93 8.13 20 WAREHAM 51 TS 1959 - 3.05 + 1.55 + 0.67 6.33 24 WAYLAND 2 TS 1965 + 0.24 + 0.94 + 0.82 15.00 26 WEBSTER 1 HS 1958 + 1.03 + 0.14 + 0.89 12.76 22 WELLFLEET 17 VS 1962 - 0.22 + 2.74 + 0.89 8.90 24 WENHAM 76 VS 1965 - 0.40 + 0.30 + 0.51 2.50 27 WEST BOYLSTON 26 SS 1995 - 2.57 + 0.53 + 0.93 5.64 22 WEST BROOKFIELD 2 TS 1959 - 0.06 + 1.98 + 0.47 18.00 22 WESTHAMPTON 20 Ss 1986 - 1.98 + 1.05 + 0.25 9.14 24 WESTFIELD 62 ss 1957 + 1.48 + 3.19 + 2.19 4.91 23 WESTFIELD 152 TS 1986 + 1.16 + 1.48 + 1.94 1.84 >> 23 WESTFORD 160 VS 2001 + 0.17 + 0.32 ----- 10.74 > 30 WEYMOUTH 2 FT 1965 + 0.49 + 1.74 + 3.36 7.98 23 WEYMOUTH 3 VS 1965 - 0.18 + 0.73 + 1.13 4.33 > 23 WEYMOUTH 4 TS 1965 - 0.23 + 0.95 + 1.47 5.81 > 23 WILBRAHAM 55 TS 1965 + 3.42 + 6.21 + 5.64 32.90 23 WILMINGTON 78 * Fs 1951 - 0.28 + 0.28 + 0.47 7.60 30 WINCHENDON 13 ST 1939 - 0.79 - 0.05 + 1.65 4.60 22 WINCHESTER 14 ST 1940 ----- ----- + 2.91 8.55 27 SUMMARY OF GROUND-WATER LEVELS JUNE 2003 PROVISIONAL WELL L START NET CHANGE DEPARTURE WATER LEVEL T I OF IN MONTH IN ONE FROM BELOW LAND- * T RECORD YEAR MONTHLY SURFACE P H MEDIAN DATUM 0 0 (FEET) (FEET) (FEET) (FEET) DAY RHODE ISLAND BURRILLVILLE 187 TS 1968 + 0.24 + 0.90 + 0.45 14.47 24 BURRILLVILLE 395 UT 1992 ----- + 5.66 + 2.59 6.24 30 BURRILLVILLE 396 vT 1992 ----- + 0.53 + 0.90 5.01 30 BURRILLVILLE 397 HT 1992 ----- + 9.88 + 6.82 11.22 30 BURRILLVILLE 398 HT 1992 ----- + 3.20 + 2.16 7.33 30 CHARLESTOWN 18 FS 1946 + 0.63 + 2.34 + 2.94 14.50 23 CHARLESTOWN 586 vT 1992 ----- + 0.15 + 0.25 3.78 > 26 CHARLESTOWN 587 ST 1992 ----- + 1.91 + 1.94 7.35 26 COVENTRY 342 VS 1991 + 0.50 + 1.42 + 1.60 8.19 20 COVENTRY 411 ss 1961 - 0.16. + 0.90 + 0.91 20.53 23 COVENTRY 466 VT 1992 ----- + 0.70 + 0.73 2.63 > 25 CRANSTON CITY 439 ST 1992 ----- + 1.52 + 3.23 12.20 25 CUMBERLAND 265 SS 1946 + 0.59 + 2.22 + 3.65 9.87 > 24 EXETER 6 vs 1948 + 0.64 + 1.16 + 1.32 4.71 24 EXETER 158 ST 1991 + 1.42 + 2.13 + 6.16 6.03 24 EXETER 238 FT 1991 + 0.73 + 0.79 + 1.11 11.32 23 EXETER 278 HT 1991 + 1.80 + 4.01 + 4.86 7.41 20 EXETER 475 VS 1981 - 0.11 + 1.17 + 0.78 13.43 24 EXETER 554 SS 1988 + 0.39 + 0.83 + 1.01 9.11 23 FOSTER 40 HT 1991 + 2.52 + 3.18 + 3.97 2.97 > 24 FOSTER 290 HT 1992 ----- + 1.93 + 3.11 5.39 25 HOPKINTON 67 ST 1991 + 2.70 + 5.47 + 5.64 11.00 20 http://ma.water.usgs.gov/cuffent-cond/data/03-06.txt 7/29/2003 Page 3 of 3 LINCOLN 84 VS 1946 + 3.91 + 4.51 + 4.16 1.19 > 24 LITTLE COMPTON 142 ST 1992 ----- + 3.67 + 5.73 10.01 30 NEW SHOREHAM 258 UT 1991 + 0.82 + 1.42 + 1.70 10.03 > 22 NORTH KINGSTOWN 255 VS 1954 + 3.26 + 5.01 + 4.35 4.09 > 23 NORTH SMITHFIELD 21 TS 1947 + 2.37 + 2.97 + 3.26 5.22 > 24 PORTSMOUTH 551 HT 1992 ----- + 3.15 + 7.05 32.42 30 PROVIDENCE 48 TS 1944 + 0.46 + 1.10 + 2.77 3.71 24 RICHMOND 417 vs 1976 + 0.26 + 0.58 + 1.05 5.92 23 RICHMOND 600 TS 1977 - 0.07 + 0.82 + 0.42 33.28 23 RICHMOND 785 FS 1989 + 0.04 + 2.96 + 0.69 22.77 23 SOUTH KINGSTOWN 6 VS 1955 - 0.07 + 1.26 + 1.43 10.76 23 SOUTH KINGSTOWN 1198FS 1988 + 0.16 ----- + 1.37 7.10 23 TIVERTON 274 TT 1990 ----- + 1.75 + 2.80 2.26 30 WARWICK 59 ST 1991 + 1.03 + 1.29 + 3.15 4.16 > 24 WESTERLY 522 FS 1969 + 0.49 + 1.33 + 1.09 11.46 23 WEST GREENWICH 181 US 1969 + 0.63 + 0.97 + 1.38 14.90 20 WEST GREENWICH 206 ST 1991 + 0.83 + 1.10 + 1.42 3.30 > 23 ------------------------------------------------------------------------------- >> 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 JUNE << 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 JUNE ------ - 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 3261 110 96 QUABBIN RESERVOIR, MA 51624 --- 94 SCITUATE RESERVOIR, RI ----- --- --- 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 609 331 820 27 357 21 E. BR. HOUSATONIC RIVER, MA 91.5 137 195 23 30 30 PAWCATUCK RIVER, RI 315 225 413 6 189 30 WARE RIVER, MA 260 257 ---- -- ---- -- ------------------------------------------------------------------------------- A MONTHLY REPORT PREPARED BY THE U.S. GEOLOGICAL SURVEY, WATER RESOURCES DIVISION 10 BEARFOOT ROAD, NORTHBOROUGH, MA 01532 IN COOPERATION WITH THE MASSACHUSETTS AND RHODE ISLAND DEPARTMENTS OF ENVIRONMENTAL MANAGEMENT, MASSACHUSETTS METROPOLITAN DISTRICT COMMISSION, CAPE COD COMMISSION, AND PROVIDENCE WATER SUPPLY BOARD http://ma.water.usgs.gov/current-cond/data/03-06.tKt 7/29/2003 CITY OF SALEM DISTRICT: WATER AND SEWER USAGE CHARGES PgEV READING f,URRENT LEADING WATEq USAGE OTR.ENDI N6 WOE ACCOUNT RILL NO. BILL DATE 26000 265CO SOC 1 /31 MIN C07913 21265 12-14-00 PREVIOUS BALANCE LOCATION: MONTH .BILL N0. WATER INTEREST 7SALEM INTEREST d� L9 BILLS AYABLE : FEB AY AUG NOV To SALEM oe01 eou 4Z0LNER MARY R MON wED B aTHURSDAY&&alem MA 01970 "SAY B 413 L A F A Y E T T E STREET DISCOUNT APPLIES TO WATER USAGE ONLY SALEM NIA C 19 7 0 10%DISCOUNT ON CURRENT CHARGES ONLY IF PAYMENT RECEIVED BY 12 / 25/ 00 PREV.BALANCE DUE CURRENT CHARGESAFTOATE ppOUNT DISCOUNT DUE DISCOUNT N OF BEFOE E WATER WE OTALS 14 . 49 6 slvlol fu H3M35 G31VAA 31VC 1NDOOSIO 1NnODS10- Atld 31tl0 53`JHVHD IN3HBn0 3n0 30Ntl1V8'A3Hd 3UOd38 HO NO ORD 1NDODSIO H313V 66/62 / LL AS G3AI3338 1N3WAVd 31 AINO S39UVHD 11438H113 NO iNn00SIG%OI OL 6 L 0. VW W 31 v s ATNO 30vsn H31VM 01 S3nddV 1Nno0sI0 133 b1S 3113AVIV1 ilh >-e naalm OL6l0 VW wales SCOZ XOR Od e eeasenRE H01331103 A113 01 IIVW sunoe i�leia A M tl W N 3 N 10 Z 111VS 30 A113 3H1 01318VAVd AON 9f1V AVW 834 :318tlAV S11I9 1S1831N1 83143S 1S3H31N1 Blom ON 1119H1NOW 3 VAY7 O 'N0UVOOl 30NV1VO Sn01A3Hd 66-ZL-LL 9ZILl iL6L0) N 31tlO 1119 ON IIIR I 1Nn000V 1 3000 j ONION3'810 3OVSn H3iVM I ONIOV381N3BBn0 I 9NIOV38-A3Bd • ` q:mwvw-i 7r)vczn HgMaQ nNH Ha ItlM z lONi1S10 W3'IVq 40 A I.I') city,of saiem WATER 'S&° SEWER" LL, One Salem Green: _�" ' 3, ,r . „»` a. .. " 4 r 'A' '^',.-. Salem, MA 01970 hA Y CustOffler COpy�. Keep this portion"for your records 'jIL, C =,2013!9�It�v, ZOLNERMARYr10/06/2000'v °`:'11/09/2000 a 413- LAFAYETTE STREET"-, " 820383 `" "'�,';'007913 y p- NU Y1' MD , P�gs`efTt lares'nm d 927060 Pr"erf: s 9e urr'`1, Q W 5/8 R ' 'E 04/12/2000' 27000` 07/30/2000 27750 750 16.10 „ LL QS 5/8R E - 750 .25.20 B m E . m 0 n HISTORY ' 8 .,: :. 2.23 - .38 41.30 500 500 700 1300 4600 - 400 42.30 - 1 ` a �ppn a@ Ste 0 isco nE o p 1d; 43.91 YtAf I ! kna m rN, THE CURRENT WATER AND SEWER RATES PER 100 CUBIC FEET(748 GALS)ARE: RESIDENT WATER $1.61 SEWER $3.36 PLEASE SEE REVERSE SIDE FOR NON-RESIDENT SEWER$5.09 UW.09 U P T8O2.1975,000/QTR$6.52 ABOVE IMPORTANT 8/LL/NG/NFORMAT/ONiI If there are any questions on your bill, 03726042001600 01369600000043919 please call 745-9595 and ask for the Water Dept. CITY OF SALEM oISTRICT: WATER AND SEWER USAGE CHARGES PREY.READING CURRENT BEADING WATEfl USAGE OTO.ENDING CODE ACCOUNT BILL N0. BILL DATE 24000 25300 1300 7/ 31 8CI 007913 01599 08-20-99 PREVIOUS BALANCE LOCATION U4 I LAIAT It I I t C MONTH BILL NO. WATER INTERESTSEWER INTEREST i BILLS AY ABLE : FEe AY AUG N 0 V 2 0 L N E R MARY PAYABLE T0:THE CITY OF SALEM oFRce Houes MAIL To.CITY COLLECTOR THURSDAY a&< PO Box 2038.Salem MA 01970 �Falowe e' 413 LAFAYETTE STREET DISCOUNT APPLIES TO WATER USAGE ONLY. SALEM MA 01970 0%DlscouNr ON CURRENT CHARGES ONLY IF PAYMENT RECEIVED BY 09/07/99 PREV.BALANCE DUE CURRENT CHARGES AFTER DISCOUNT DISCOUNT DUE ON OR BEFORE DATE PAY DISCOUNT DATE WATER C. SEWER OO TOTALS CITY OF SALEM �1� Water and"Seger Bill PO BOX 430 (See back of bill for additibnal information) 08 SALEM MA 01970-043 VVV ,� ., .>. . . ... ..� c a• r 'Te•"•( n....,..e+-- ILL..DATB:,;I. 'DUE.DATE I SZLL"NOMSBR �` dACCOIINT.NO ACCOIINT TYPH '"•"°"�""' 0 07/2001". 02/21/2001 210851 007913] �+ RES SE VICE 'ADDRESS LAFAYETTESTREET ,.. • ' 7- ^ CURRENT CHARGES:. lam' "CUR __'SEWER `^ M 16 .10 '�-Qcpe71 53 t'•AUTO•••'•'S-DIGIT'0�97jt� DISCOUNT� THRII 01/22/2001 ( T 1.61 ZOLN R MARY PREVIOUS BAL' '- �- <P.RIN / INT �C.J 413 FAYETTE ST 2.72 .05 AL M MA 01970-5337 TOTAL DUE„THRU 01/,22/2001 17.26 I TOTAL DUE AFTER •' 01/22/2001 18 .87 PREV US CURRENT SERVICE DESCRIPTION .,. - " READING .DATE READING DATE ,USAGE' .CHARGE Q W 5/8 R 27750 07/30/2000 562 1/30/2000 812 16 . 10 CONSUMPTION HISTORY: 07/00 07/99 )\ 750 1300 CITY OF SALEM Water and Sewer Bill 00 PO BOX 430 (See back of bill for additional information) SALEM MA 01970-0430 HILL DATE 'I DUE DATE.L�.',zs'-BILL NUMBER I�f ACCOUNT NO ACCOUNT TYPE 05/24/2001 06/25/2001 230320 007913 RES SERVICE ADDRESS 413,. LAFAYETTE,-STREET CURRENT. CHARGES: WATER SEWER qc#782 S2 P1**AUTO.••'•'5-DIGIT 01970 19.32 DISCOUNT THRU 06/08/2001 ZOLNER MARY 1. 93 413 LAFAYETTE ST PREVIOUS HAL PRIN / INT SALEM MA 01970-5337 .18 . 00 TOTAL DUE THRU 06/08/2001 17 . 57 TOTAL DUE AFTER -06/08/2001 19.50 SERVICE DESCRIPTION PREVIOUS CURRENT READING DATE READING DATE USAGE CHARGE Q W 5/8 R 29000 02/12/2001 30200 05/01/2001 1200 19 . 32 -- - �� CITY OF SALEM Water and Sewer Bill 00 PO BOX 430 (See back of bill for additional information) SALEM MA 01970-0430 BILL"DATE "I. 'DUE -DATE .�. . ,_BILL_'NUMBER- .�� ., ACCOUNT 'NO 'I ACCOUNT TYPE .7.k r.�e..•w,.,r - •�^^�" 03/26/2001 04/25/2001 220572 007913 RES SERVICE, ADDRESS , 413yy,.LAFAYETTE STREET .. .CURRENT, CHARGES: WATER. .,, ' �. . SEWER gc#885 S3 P1"AUTO"""5-DIGIT 01970 16.10 -DISCOUNT. THRU 04/10/2001 ZOLNER MARY 1.61 413 LAFAYETTE ST PREVIOUS BAL , I PRIM / INT SALEM MA 01970-5337 -1.59 .00 TOTAL DUE THRU 04/10/2001 12.90 TOTAL DUE AFTER 04/10/2001 14 . 51 SERVICE DESCRIPTION PREVIOUS CURRENT a ' READING DATE READING DATE USAGE CHARGE Q W 5/8 R 28562 11/30/2000 29000 02/12/2001 438 16 . 10 0@"' CITY OF SALEM 'n Water and Sewer Bill PO BOX 430 D / Failu(See back of bill for additional information) J re to receive this bill does not relieve the customer SALEM MA 01970-0430 of the responsibility to pay. Amounts not received on or before the due date are subject to interest charges. r BILL•DATEc;.J,:v DUE DATE.;. _. .SILL NIIbffiER: I- ACCOUNT NO.I'.ACCOUNT TYPE I DISTRICT she ,ch 6W 08/09/2001 09/10/2001 1154 007913 RES DIST B SERVICE ADDRESS 413 LAFAYETTE STREET CURRENT�CHARGES: WATER SEWER pc#875 S3 P1•*AUTO"""5-DIGIT 01970 32.20 DISCOUNT THRII 08/24/2001 ZOLNER MARY 3 .22 413 LAFAYETTE ST PREVIOIIS BAL PRIN / INT SALEM MA 01970-5337 .00 . 00 ��lunu���r�nlut�l�u u�t�ut�lul�it�u t�ut��u��uu��l TOTAL DUE THRII 08/24/2001 28.98 TOTAL DUE AFTER 08/24/2001 32 .20 SERVICE DESCRIPTION PREVIOUS - CURRENT . READING DATE READ CODE READING DATE USAGE CHARGE Q W 5/8 R 30200 05/01/2001 A 32200 07/27/2001 2000 32 . 20 READING/USAGE CODES DISTRICTS' ISSUE DATES A — ACTUAL DISTRICT A: BILLS ISSUED OCTOBER,JANUARY,APRIL,JULY C — RETURNED POST CARD DISTRICT B: BILLS ISSUED AUGUST, NOVEMBER, FEBRUARY, MAY E — SYSTEM ESTIMATE DISTRICT C: BILLS ISSUED SEPTEMBER, DECEMBER, I?IARCH,JUNE 0 — ACTUAL READ, MANUAL ENTRY P — IN—HOUSE ESTIMATE T — TELEPHONE CITY OF SALEM Water and Sewer Bill PO BOX 430 (See back bill for additional information) Failure to receivee this bill does not relieve the customer 00 SALEM MA 01970-0430 of the responsibility to pay. Amounts not received on or before the due date are subject to interest charges, BILL DATE'J' DUE DATE - BILL NUMBER ACCOUNT NO I ACCOUNT TYPE IDISTRICT N—„°. ""`` 11/27/2001 12/27/2001 11131 007913 RES DIST B SERVICE ADDRESS 413 LAFAYETTE STREET CURRENT CHARGES: WATER SEWER gcp929 S3 P1• AUTO 5-DIGIT 01970 28 . 98 DISCOUNT THRU 12/12/2001 2 . 90 ZOLNER MARY PREVIOUS BAL I PRIN / INT 413 LAFAYETTE ST . 00 . 00 SALEM MA 01970-5337 TOTAL DUE THRII 12/12/2001 26.08 TOTAL DUE AFTER 12/12/2001 28 .98 SERVICE DESCRIPTION PREVIOUS CURRENT READING DATE READ CODE READING DATE USAGE CHARGE Q W 5/8 R 32200 07/27/2001 A 34000 10/16/2001 1800 28 . 98 �J READING/USAGE CODES DISTRICTS' ISSUE DATES A - ACTUAL DISTRICT A: BILLS ISSUED OCTOBER,JANUARY,APRIL,JULY C - RETURNED POST CARD DISTRICT B'. BILLS ISSUED AUGUST, NOVEMBER, FEBRUARY, MAY E - SYSTEM ESTIMATE DISTRICT C: BILLS ISSUED SEPTEMBER,DECEMBER BMARCH, JUNE O - ACTUAL READ, MANUAL ENTRY 7 P - IN-HOUSE ESTIMATE T - TELEPHONE I 9 A • f r CITY OF SALEM Water and Sewer Bill PO BOX 430 F tbaedremttr b iso dddjtiW)aIiep4arales=v er o the responsibility to pay. Amounts not received on or SALEM MA 01970-0430 before the due date are subject to interest charges. 00 BILL DATE I , DUE DATE I BILL. NUMBER I ACCOUNT NO I ACCOUNT TYPE IDISTRICT ..r�m.r.`.;n`..,�n d 02/14/2002 : 03/18/2002 21101 - 007913 RES DIST B SERVICE ADDRESS 413 LAFAYETTE STREET CURRENT CHARGES: WATER SEWER gcN1280 S4 P1"AUTO"""5-DIGIT 01970 16.10 DISCOUNT THRU 03/01/2002 ZOLNER MARY 1.61 413 LAFAYETTE ST PREVIOUS BAL I PRIN / INT SALEM MA 01970-5337 2.90 .07 ���uu nlll t�nln tllln u�tlutl�tul�t�ut�utl�ul�tttt��i TOTAL DUE THRU 03/01/2002 17.46 TOTAL DUE AFTER 03/01/2002 19.07 SERVICE DESCRIPTION PREVIOUS CURRENT READING DATE READ CODE READING DATE USAGE CHARGE Q W 5/8 R 34000 10/16/2001 A 34800 01/03/2002 800 16 . 10 READING/USAGE CODES DISTRICTS' ISSUE DATES A - ACTUAL DISTRICT A: BILLS ISSUED OCTOBER,JANUARY,APRIL,JULY C - RETURNED POST CARD DISTRICT B: BILLS ISSUED AUGUST,NOVEMBER, FEBRUARY, MAY E - SYSTEM ESTIMATE DISTRICT C: BILLS ISSUED SEPTEMBER, DECEMBER,.MARCH,JUNE 0 - ACTUAL READ, MANUAL ENTRY P - IN-HOUSE ESTIMATE T - TELEPHONE ilY OF SALEM O BOX 430 Water and Sewer Bill SALEM MA 01970-0430 (See back of bill for additional information) Failure to receive this bill does not relieve the customer of the responsibility to pay. Amounts not received on o SILL DATE iI"°'+kD before the due date are subject to interest charges. rtar _. .r. ^F-_ IIH DATBI .'",BII�I:'-,•`NUMBER "`'°'•' n 05/06/2002 06/04/2002 L,•;;.,-ACCOUNT'NO,,yI°'ACCODNTI'TyPH r'� DISTRICs. ..ADDRESS 3 096 ..SERVICE, X413$ ;I,AgAYETTE- STREET. . 007913 RES DIST B -, CURRENT CHARGES: .. . . .='.WATER '"-< ° ',;.I ,:ti t Rcp206 S1 Pl"AUTO'•`•^5-DIGIT 01970 . SEWER 16.10 ZOLNER MARY _ DISCOUNT`THRU," OS/21/2002 413 LAFAYETTE ST 1.61 SALEM MA 01970-5337 s ,PREVIOUS BAL • :I PRIN / INT . 00 ...F.ab x`. 00 Illunnllltlnitulllnultlntlltulltlutlutllnlluulll TOTAL"DUE"THRII 05/21/2002 14.49 TOTAL DUE AFTER' 05/21/2002 16.10 SERVICE DESCRIPTION PREVIOUS "•""" .. :..< ;CURRENT ... _ .. DREADING ' :DATE.. ..-..... '.., :,... READ CODE READING DATE Q W 5/8 R 34800 01/03/2002` A 800 CHARGE 35600 . 04/08/2002 800 16 . 10 Pd s /S . READING/USAGE CODES DISTRICTS' ISSUE DATES A - ACTUAL DISTRICT A: BILLS ISSUED OCTOBER, JANUARY, APRIL, JULY C - RETURNED POST CARD DISTRICT B: BILLS ISSUED AUGUST, NOVEMBER, FEBRUARY, MAY E - SYSTEM ESTIMATE DISTRICT C: BILLS ISSUED SEPTEMBER, DECEMBER'MARCH, JUNE O - ACTUAL READ, MANUAL ENTRY P - IN-HOUSE ESTIMATE ` T - TELEPHONE 0S CITY OF SALEM Water and Sewer Bill PO BOX 430 (See back of bill for additional information) SALEMMA 01970-0430 Failure to receive this bill does not relieve the customer 01 the responsibility to pay. An,aunts not received on or before the due date are subject to interest charges. BILL DATE;-1—DUE''DATE I *'BILL;,NUMBER Ivy ACCOUNT NO I:-ACCOUNT TYPE I DISTRICT 'm 4a ,,""'` 05/12/2003'-' 06/10/2003 "256649 """' 007913 -' RES DIST 3 SERVICE,ADDRESS 413. '.LAFAYETTE STREET . CURRENT CHARGES: WATER.`" ". .. I` SEWER qc#2710 T9 P1"""AUTO--5-DIGIT 01970 18 .50 DISCOUNT BEFORE . 05/27/2003 ZOLNER MARY 1.85 `' 413 LAFAYETTE ST PREVIOUS+ BAL I PRIN / INT SALEM MA 01970-5337 - "i 85 .04 Total due With discount 18A4 03726042003200256649500000020396 Total due AFTER discount date 20.39 SERVICE DESCRIPTION 4'pg'` -'PREVIOUS CURRENT - ` �`��' A :READING, DATE READ CODE READING DATE USAGE CHARGE Q W 5/8 R 39000 01/14/2003 P 39600 04/14/2003 600 18 . 50 I' READING/USAGE CODES DISTRICTS' SUE DATES A - ACTUAL DISTRICT A: BILLS ISSUED OCTOBER,JANUARY,APRIL, JULY C - RETURNED POST CARD DISTRICT B: BILLS ISSUED AUGUST, NOVEMBER, FEBRUARY, MAY E - SYSTEM ESTIMATE DISTRICT C: BILLS ISSUED SEPTEMBER, DECEMBER, MARCH,JUNE 0 - ACTUAL READ, MANUAL ENTRY P - IN-HOUSE ESTIMATE T - TELEPHONE CITY OF SALEM Water and Sewer Bill PO BOX 430 (See back of bill for additional information) Failure to receive this bill does not relieve the customer SALEM MA 01970-0430 of the responsibility to pay. Amounts not received on or 00 before the due date are subject to interest charges. Teh r.6 '^o 'BILL DATE ,] DUE DATE.�1 BILL:pNUMBERb, „ ..ACCOUNT NO � ACCOUNT TYPE IDISTRICT u.�n�.,- 02/10/2003 03/11/2003 "' '246466 - 007913 RES _ DIST B SERVICE .ADDRESS .. ,413 , LAFAYETTE ,STREET CURRENT CHARGES: WATER I SEWER gck2704T9 P1••••••AUTO'•5-DIGIT 01970 18.50 DISCOUNT BEFORE 02/25/2003 ZOLNER MARY 1 .85 413 LAFAYETTE ST PREVIOUS HAL PRIN / INT SALEM MA 01970-5337 01 00 Total due with discount 16. 66 Total due AFTER discount date 18 .51 SERVICE DESCRIPTION PREVIOUS CURRENT READING DATE READ CODE READING DATE USAGE CHARGE Q W 5/8 R 38400 10/15/2002 A 39000 01/14/2003 600 18 . 50 READING/USAGE CODES DISTRICTS' ISSUE DATES A - ACTUAL DISTRICT A: BILLS ISSUED OCTOBER,JANUARY,APRIL, JULY C - RETURNED POST CARD DISTRICT B: BILLS ISSUED AUGUST,NOVEMBER, FEBRUARY, MAY E - SYSTEM ESTIMATE DISTRICT C: BILLS ISSUED SEPTEMBER, OECEMBER,•MARCH, JUNE 0 - ACTUAL READ, MANUAL ENTRY P - IN-HOUSE ESTIMATE T - TELEPHONE �i FORM 4-SYSTEM PUMPING RECORD CURRIER SEPTIC & DRAIN SERVICE 107 FOREST STREET;MIDDLETON,MA 01949 (978)774-2772 JUS _ IV99 � GO ONWnEALTH OF MASSACHUSETTS HEALTH DEPT MASSACHUSETTS SYSTEM PUMPING RECORD SYSTEM OWNER: // SYSTEM LOCATION: n ny S ///3 /cty �ayepe S� T DATE OF PUMPING: 6 6y 9� QUANTITY PUMPED: GALLONS CESSPOOL: NO . 0 YES SEPTIC TANK: NO YES F7 SYSTEM PUMPED BY: CURRIER SEPTIC & DRAIN SERVICE CONTENTS TRANSFERRED TO: S�S� DATE:_ ,�-/y�j'9 INSPECTOR: e i Fi)I�l1 :f. - ;:;y�'IL\LT'Cil'lI'I\GIU-'CORD ENVrRUN MEr! I / r.' 7 > }t ra '��` �• ICIi'\iI C!.'��S• 'tis i jr i9(;01.15 C'1J.5 l S . L.P SI ;:F 11 ! } IBJ. ."J :L�{• _. - \' f/3 z Type: t:fti Je _ C. Cl'SSr Oi!.I: No I...J YCS Lam" Q�."IiIC ( I.,r/////`� ❑ j 1cin i(: NO l_J 7S l:J 1 U,llt� of Punlpinx: - _ JJ�,R1 Svste;r. Pt!ntp-�d h\• (Company): - - R.B.STRONG -swill System Servims uc 163 Western A'va-..-- ——- -- --------- CHouce2St8e,3r,MA01930 . LJnicllti 1r&f1Sli:1'i;tU f0; C'onterits disposed e.t: ------------------ -------- ----- - - - ------- - --` —�-- NOV b 2000 CITY OF SALEM Date . —"1-1� Purr.per Sitm-tluu Condition of sySteaZ/other cornnlents: fiil" R.B. STRONG FSI 3 ner APPRO VEn voxni_117ovl45 6e01c System Services UX D 163WoernAve, rNv1ROhMENTAI. GJouaester, MA 01930 � _'� � ,r 283-0080 FORM 4 - SYSTEM PUMPING RECORD AUG 10 1998 CITY OF SALEM HEALTH DEPT. Commonwealth of Massachusetts Salem, Massachusetts System Pumping Record System Owner: System Location: Mary King rear yard 413 Lafayette Street Salem Date of Pumping: July 3, 1998 Quantity Pumped: 1000 gallons Cesspool: No / / Yes /X/ Septic Tank: No /X/ Yes System Pumped by: Service Pumping & Drain Co., Inc. License # Contents transferred to: Salem Treatment Plant Date: July 3, 1998 Pumper: P.K. This is PROPRIETARY and CONFIDENTIAL information that may be used only by the Board of Health for regulatory purposes. 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 15.302: continued 1. The inspector shall review local maps and records of groundwater elevation (previous deep hole observation tests or groundwater monitoring results)on the site or nearby properties,if available. 2. If the system includes a cesspool, the cesspool shall be pumped during the inspection and then examined to determine whether groundwater flows into the cesspool,indicating that the cesspool is below high groundwater elevation. 3. If the system includes a septic tank and distribution box, the condition of these components and the surrounding soil shall be observed for indications that groundwater has infiltrated the system. Care should be taken not to destabilize the distribution box or the piping to or from. These minimum requirements shall not prevent the use of additional methods. The elevation of nearby water bodies, or evidence of groundwater infiltration in other subsurface structures(for example,cellars),or hand angering to determine depth may aide in determining whether the system is located in the groundwater. The methods used to determine high groundwater elevation shall be described in the inspection report. A system owner may choose to have the high groundwater elevation determined by an observation well or deep hole observation test to confirm or disprove the results obtained by the minimum requirements of 310 CMR 15.302(3)(a), or in place of the minimum requirements. (b) Location of soil absorption system. The location of any cesspool must be determined. For systems with a septic tank and distribution box, excavation is not required to determine the location of the soil absorption system. Reference may be made to as-built plans of the system(if any). Where the failure criteria specified in 310 CMR 15.303(1)(c)are not in issue,the location may be approximated by considering design flow,location of the distribution box and direction of outlet pipes,and physical condition of the site. The location may also be determined by running a metal snake or similar device from the outlet of the distribution box and using a metal detector,or use of similar methods. Nothing in 310 CMR 15.302(3)(b) shall prevent an owner from choosing to establish the location of the leaching system through more intrusive methods. 15.303: Systems Failing to Protect Public Health and Safety and the Environment (1) If one or more of the following conditions exist as documented by inspection by an approved System Inspector, or determined by the local approving authority or the Department,the system is failing to protect public health and safety and the environment and shall be upgraded in accordance with the timeframes of 310 CMR 15.305(1) and the standards of 310 CMR 15.404 and 15.405: - (a) Criteria applicable to all systems: 1. there is backup of sewage into the facility served by the system or any component of the system as a result of an overloaded and/or clogged soil absorption system or cesspool; 2. there is a discharge of effluent directly or indirectly to the surface of the ground through ponding, surface breakout or damp soils above the disposal area or to a surface water of the Commonwealth; 3. the static liquid level in the distribution box is above the level of the outlet invert; 4. the liquid depth in a cesspool is less than six inches from the inlet pipe invert or the remaining available volume within a cesspool above the liquid depth is less than h of one day's design flow; 5. the septic tank or cesspool requires pumping more than four times a year; 6. the septic tank is made of metal,unless the owner or operator has provided the System Inspector with a copy of a Certificate of Compliance indicating that the tank was installed within the twenty year period prior to the date of the inspection;or the septic tank is cracked or is otherwise structurally unsound,indicating that substantial infiltration or exfiltration is occurring or is imminent; 7. a cesspool,privy or any portion of the soil absorption system extends below the high groundwater elevation; (b) Criteria applicable to cesspools and privies: 1. A cesspool or privy is located: a. within 100 feet of a surface water supply or tributary to a surface water supply; 12/27/96 310 CMR-548 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 15.303: continued b. within a Zone I of a public well; c. within 50 feet of a private water supply well; d. less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis 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. 2. Evaluation of cesspools and privies near water resources: A cesspool or privy is failing to protect public health and safety and the environment if any portion of it is within any of the dimensional criteria below and the local approving authority in its professional judgment determines the system is not functioning in a manner to protect the public health and safety and the environment. a. within 50 feet of a surface water; b. within 50 feet of a bordering vegetated wetland or a salt marsh. In making a determination pursuant to 310 CMR 15.303(1)(b)2, the local approving authority shall consider L the condition,design,and treatment provided by the existing system; 2. the vertical separation of the existing soil absorption system from groundwater; 3. the horizontal separation of the existing soil absorption system from the water body; 4, the soil characteristics of the site; 5. the condition of the waterbody or wetland,including any sensitive use areas such as beaches or shellfish beds. (c) Evaluation of systems with septic tanks and soil absorption systems near drinking water supplies: If any portion of the soil absorption system is within any of the dimensional criteria below, unless the local approving authority in its professional judgment, with the concurrence of the public water supplier if any,determines the system is functioning in a manner to protect the public health and safety and the environment. 1. within 100 feet of a surface water supply or tributary to a surface water supply; 2. within a Zone I of a public well; 3. within 50 feet of a private water supply well; 4. less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis 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. In making a determination pursuant to 310 CMR 15.303(1)(c),the local approving authority shall consider 1. the condition,design,and treatment provided by the existing system; 2. the vertical separation of the existing soil absorption system from groundwater; 3. the horizontal separation of the existing soil absorption system from the water body; 4. the soil characteristics of the site; 5. the condition of the water supply,including a water supply analysis for coliform bacteria and volatile organic compounds indicating 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. Where available,existing data may be used for this analysis. (2) Any system shall be upgraded upon the order of the Department or the local approving authority determines that a specific circumstance exists by which any system threatens public health,safety or the environment or causes or threatens to cause damage to property or creates a nuisance as determined by the local approving authority or the Department. Where necessary to protect public health and safety and the environment,the Department or the local approving authority may require the owner to install a recirculating sand filter or equivalent alternative technology in accordance with 310 CMR 15.202 or to obtain a groundwater discharge permit in accordance with 314 CMR 5.00 and 6.00. 11/3/95 310 CMR-548.1 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 15.402: Use of Local Upgrade Approvals or Variances (1) Local Upgrade Approvals may be granted by local approving authorities without review by the Department for required or voluntary upgrade of failed or nonconforming systems with design flows below 10,000 gpd in accordance with the terms and provisions of 310 CMR 15.402 through 15.405. Upgrade Approvals for required or voluntary upgrade of systems with design flows of 10,000 gpd or greater but less than 15,000 gpd which are failing to - protect or are a significant threat to public health and safety and the environment as set forth in 310 CMR 15.304 shall be approved by the Department. (2) Proposals for new construction or for increase inflow to an existing system other than in full compliance with 310 CMR 15.100 through 15.293 must seek and obtain a variance from the local approving authority and the Department(with the exception of those variances set forth at 310 CMR 15.412(4)for which the Department has no review)in accordance with the terms and conditions of 310 CMR 15.410 through 15.417. 15.403: Local Upgrade Approvals (1) The owner or operator may upgrade a failed or nonconforming system with design flows below 10,000 gpd(systems which trigger failure criteria set forth at 310 CMR 15.303)or systems with design flows of 10,000 gpd or greater but less than 15,000 gpd which fail to protect public health and safety and the environment(large systems set forth at 310 CMR 15304(1)) pursuant to a local upgrade approval in accordance with the standards and requirements of 310 CMR 15.404 and 15.405 without obtaining variances. Local upgrade approvals for any system serving a facility owned by an agency of the Commonwealth or the federal government or systems with design flows of 10,000 gpd or greater but less than 15,000 shall be granted by the Department applying the same standards. The application for a local upgrade approval shall be made using a form approved by the Department. Notification to abutters shall be provided pursuant to 310 CMR 15.411(1)(6). (2) Local Upgrade approvals shall not be granted for upgrade proposals which include the addition of new design flows to a cesspool or privy or for the addition of new design flows above the existing approved capacity of a system constructed in accordance with the provisions of 310 CMR 15.000 or the 1978 Code. (3) System upgrades which cannot be performed in accordance with 310 CMR 15.404 and 15.405 require a variance from the provisions of 310 CMR 15.000,which shall be processed in accordance with 310 CMR 15.410 through 15.417. (4) The system owner or operator shall provide a copy of the local upgrade approval to the Department upon issuance by the local approving authority and before commencement of construction. 15.404: Maximum Feasible Compliance-Approvals for Upgrades and Lots Grandfathered Pursuant to 310 CMR 15.005(3), 15.005(4),and 15.005(5) (1) Goal of full compliance. Wherever feasible,a failed or nonconforming system(other than systems threatening public health and safety or the environment as described in 310 CMR 15304(2))shall be brought into full compliance through installation of one or more of the following: (a) an upgraded system which is in full compliance with 310 CMR 15.100 through 15.293; (b) an alternative system which has been approved for such use pursuant to 310 CMR 15.284 (remedial use), 15.285 (piloting), 15.286 (provisional approval), or 15.288 (certification for general use); (c) where proposed by the owner or operator,a shared system which has been approved for such use pursuant to 310 CMR 15.290 and 15.291; or (d) connection to a sewer system. 11/3/95 310 CMR-552 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 15.404: continued Where failure of the system is solely due to failure of the septic tank,distribution box,soil absorption system, piping, and/or building sewer, upgrade of that component(s) in full compliance with 310 CMR 15.000 shall be deemed to meet the goal of full compliance; provided that the upgraded component functions properly with the other system components, the system functions properly hydraulically,and the owner obtains a certificate of compliance from the approving authority. If other system failures are discovered during upgrade of that component(s), such other system failures shall be upgraded in accordance with 310 CMR 15.405. (2) When full compliance pursuant to 310 CMR 15.404(1) is not feasible,the approving authority shall issue a local upgrade approval authorizing upgrade of the system with the goal of maximizing protection of public health and safety and the environment to the maximum extent feasible. The following requirements shall not be varied by the local approving authority except as explicitly set forth in 310 CMR 15.404(2)(6)and(d): (a) A septic tank with an effective liquid capacity providing no less than 24 hours of retention time or 1000 gallons,whichever is greater,shall be provided unless the septic tank is an elevated tank constructed in accordance with 310 CMR 15.213 (constriction in V-zones)in which case the effective liquid capacity may consist of a 500-gallon tank. (b) A minimum of four feet of separation between the bottom of the soil absorption system and the high groundwater elevation shall be provided,using fill if necessary. The local approving authority may allow a three foot separation only in full compliance with 310 CMR 15.405(1)(i). (c) A minimum of four feet of naturally occurring pervious soil below the entire area of the soil absorption area and reserve area shall be provided. (d) The soil absorption system shall be designed to provide as much of the required area as possible on the facility served or,if proposed by the owner or operator,on an abutting facility pursuant to a valid recorded easement. The local approving authority may reduce the required soil absorption system area no more than 25%, as provided in 310 CMR 15.405(1). Reductions in the required subsurface disposal area in excess of 25% may only be varied by the Department, and may require the installation of a Department- approved septic tank effluent tee filter, dosing of portions of the soil absorption system on an alternating basis,and/or other measures to protect the integrity of the soil absorption system; and (e) the soil absorption system shall not be located within 100 feet of a surface water supply or tributary to a surface water supply,within 50 feet of a private water supply well, or within the Zone I of a public water supply well. 15.405: Contents of Local Upgrade Approval (1) In granting local upgrade approvals pursuant to 310 CMR 15.404(2) where full compliance as defined in 310 CMR 15.404(1)is not feasible,the local approving authority shall consider the impact of the proposed system and shall vary to the least degree necessary the requirements of 310 CMR 15.100 through 15.293 so as to allow for both the best feasible upgrade within the borders of the lot,and have the least effect on public health,safety and the environment. The local approving authority is allowed to diverge from the goal of full compliance only to the extent necessary to achieve a feasible upgrade. In determining whether full compliance is feasible,the approving authority should appropriately consider not only physical possibility as dictated by the conditions of the site, but also the economic feasibility of the upgrade costs. The approving authority should emphasize protection of water resources and treatment of the sanitary sewage. Absent conditions which would result in a different outcome based on best professional judgment, the options set forth below should be considered in the order in which they appear with 310 CMR 15.405(1)(a)being the first option to be considered and rejected or adopted and 310 CMR 15.405(1)(i)being the last option to be considered and rejected or adopted: (a) Reduction of system location setbacks otherwise established in 310 CMR 15.211 for property lines provided that a survey of the property line shall be required if a component is to be placed within five feet of the property line,and no such reduction shall result in the soil absorption system being located less than ten feet from a soil absorption system on an abutting property; (b) Reductions of system location setbacks from cellar wall, swimming pool, or slab foundations; 11/3/95 310 CMR-553 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 15.405: continued (c) Placement of the leaching structure within an area where percolation rate is between 30 and 60 minutes per inch,in accordance with 310 CMR 15.242; (d) Up to a25%reduction in the required subsurface disposal area design requirements; (e) Where upgrade is required pursuant to 310 CMR 15.303(1)because it is within Zone I of public well or within 100 feet of private well,relocation of the well. Any relocation of a public well shall be performed pursuant to 310 CMR 22.00 (water supply source approval); (f) Reduction of system location setbacks from bordering vegetated wetlands; (g) Reduction of system location setbacks from surface waters,salt marshes,inland and coastal banks,certified vernal pools in accordance with 310 CMR 15.211(1)[2], leaching catch basins,dry wells,or surface or subsurface drains other than those which discharge to surface water supplies or tributaries thereto; (h) Reduction of system location setbacks from water supply lines,private water supply wells (but not within 50 feet of the well),tributaries to surface water supplies, surface water supplies,but not within 100 feet of the surface water supply or tributary thereto or open,surface or subsurface drains which discharge to surface water supplies or tributaries thereto. (i) the local approving authority may reduce the required four foot separation(in soils with a recorded percolation rate of more than two minutes per inch)or the required five foot separation(in soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the soil absorption system and the high groundwater elevation only if all of the following conditions are met: 1. An approved Soil Evaluator who is a member or agent of the local approving authority determines the high groundwater elevation. 2. A minimum three foot separation(in soils with a recorded percolation rate of more than two minutes per inch)or a minimum four foot separation(in soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the soil absorption system and the high groundwater elevation is maintained. 3. The system is a failed or non-conforming system serving an existing building with a design flow of less than 2,000 gpd 4. No increase in design flow or square footage of the building is allowed. 5. No reduction in required leaching field size or setbacks from public or private wells, bordering vegetated wetlands, surface waters, salt marshes, coastal banks, certified vernal pools, water supply lines, surface water supplies or tributaries to surface water supplies,or drains which discharge to surface water supplies or their tributaries,is allowed. (2) No application for an upgrade approval in which the setback from property lines or a private water supply well is reduced shall be complete until the applicant has notified all abutters whose property or well is affected by certified mail at his/her own expense at least ten days before the Board of Health meeting at which the upgrade approval will be on the agenda. The notification shall reference the standards set forth in 310 CMR 15.402 through 15.405 and indicate the date,time and place where the upgrade approval will be discussed. (3) If the nonconforming system cannot be upgraded in accordance with 310 CMR 15.404 and 15.405(1)the owner shall: (a) obtain a groundwater discharge permit pursuant to 314 CMR 5.00 and 6.00, (b) apply to the Department to use a tight tank or modified tight tank in accordance with the provisions of 310 CMR 15.260 through 15.262, (c) apply for a variance pursuant to 310 CMR 15.410 through 15.415, or (d) abandon the system in compliance with 310 CMR 15.354. (4) Nothing in 310 CMR 15.405 shall authorize violation of M.G.L. c. 131, § 40 and 310 CMR 10.00,or any other applicable provision of law. 11/3/95 310 CMR-554 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 15.304: continued 6. if size and use of the facility is relevant to the demonstration that an equal level of environmental protection has been provided,appropriate use restrictions shall be granted to ensure that such conditions are not changed. (c) An applicant for a determination pursuant to 310 CMR 15.304(3)shall file a request for such determination not less than two years prior to the date by which the owner would otherwise be required to obtain the groundwater discharge permit pursuant to 310 CMR 15.305(2). (d) In making any determination pursuant to 310 CMR 15.304(3), the Department shall impose such conditions as it determines appropriate to ensure protection of public health and safety and the environment At a minimum, such conditions shall include upgrade of the system to the standards described in 310 CMR 15.304(3)(b)4.,and a maintenance, monitoring and reporting plan as described in 310 CMR 15.304(3)(b)5. (4) Any system serving a facility with a design flow of 10,000 glad or greater but less than 15,000 glad shall be upgraded upon the order of the Department or the local approving authority when a specific circumstance exists by which the system threatens public health, safety or the environment or causes or threatens to cause damage to property or creates a nuisance as determined by the local approving authority or the Department. Where necessary to protect public health and safety and the environment, the Department or the local approving authority may require the owner to install a recirculating sand filter or equivalent alternative technology in accordance with 310 CMR 15.202 or to obtain a groundwater discharge permit in accordance with 314 CMR 5.00 and 6.00. 15.305: Deadlines for Completion of Upgrades (1) If a system is failing to protect public health and safety or the environment as set forth in 310 CMR 15.303(1)or 15.304(1),the owner or operator shall upgrade the system within two years of discovery unless: (a) a shorter period of time is set by the local approving authority or the Department based upon the existence of an imminent health hazard;or (b) the continued use of the system is permitted by the local approving authority in accordance with the provisions of an enforceable schedule for upgrade. Bases for continued use include,but are not limited to,proposals to connect to a sanitary sewer or shared system. A fiscal commitment to the sewering plan or shared system plan,together with an approved facility plan where appropriate,proposing connection or replacement of the failing system within five years,and an enforceable commitment by the owner to perform interim measures(for example,regular pumping)shall accompany any such local approval. Such approval shall expire in five years or upon the failure of the applicant for such approval to meet interim deadlines set forth in the enforceable schedule for upgrade and the plan. The Department may by specific written approval authorize the local approving authority to allow a longer period of time,where the municipality has provided the Department a proposed implementation schedule for design and construction and has made a demonstrated financial commitment to the construction schedule. The Department may revoke any such approval if the approved schedule is not met. 11/3/95 310 CMR-548.3 �1 �ti4 FORM 4 - SYSTEM PUMPING RECORD s Iia C t:`i Jt= ALEi�1 H SF��-`''t t1EpT• Commonwealth of Massachusetts Salem, Massachusetts System Pumping Record System Owner System Location J. Travers Hartnett rear yard 413 Lafayette Street Salem I I I Date of Pumping: February 26, 1997 Quantity Pumped: 1000 gallons Cesspool: No Yes /X/ Septic Tank: No /—X/ Yes System Pumped by: Service Pumping 6 Drain Co. , Inc. License # Contents transferred to: Salem Treatment Plant Date: February 26, 1997 Pumper: P.K. This is PROPRIETARY and CONFIDENTIAL information which may be used only by the Board of Health for regulatory purposes.