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HomeMy WebLinkAboutMiscellaneous - 114 BOXFORD STREET 4/30/2018 (3) 114 BOXFORD STREET t 1 210/104.D-0036-0000.0 ` 16 i i i 1 f i I I i k E I North Andover Board of Assessors Public Access Page 1 of 1 r �s lo of Assessors 3a n� Property Return to the Home page click on logo Record Card Parcel ID:210/104.D-0036-0000.0 Community:North Andover New Search SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlarge Sales : w SummaryEl t � Residence ,z � Detached Structure Condo _ Commercial Comparable Sales 114 BOXFORD STREET J Location: 114 BOXFORD STREET �' Owner Name: HARDACRE,ROBERT Owner Address: 114 BOXFORD STREET City:NORTH ANDOVER State:MA ZIP: 01845 Neighborhood: 5-5 Land Area: 1.34 acres Use Code: 101 -SNGL-FAM-RES Total Finished Area: 1361 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 422,600 398,600 Building Value: 212,100 214,900 Land Value: 210,500 183,700 Market Land Value:210,500 Chapter Land Value: LATEST SALE Sale Price:375,000 Sale Date: 10/31/2004 Arms Length Sale Code:Y-YES-VALID Grantor:CAMPAGNA,MICHAEL Cert Doc: Book: 9158 Page:271 http://csc-ma.us/NandoverPubAcc/j sp/flome.j sp?Page=3&LinkId=990349 4/12/2007 Residential Property Record Card PARCEL_ID:210/104.D-0036-0000.0 MAP:104.D BLOCK:0036 LOT:0000.0 PARCEL ADDRESS:114 BOXFORD STREET PARCEL INFORMATION Use-Code: 101 Sale Price: 375,000 Book: 9158 Road Type: T Inspect Date: 06/21/2005 Tax Class: T Sale Date: 10/31/2004 Page: 271 Rd Condition: P Meas Date: 06/21/2005 Owner: Tot Fin Area: 1361 Sale Type: P Cert/Doc: Traffic: M Entrance: X HARDACRE,ROBERT Tot Land Area: 1.34 Sale Valid: Y Water: Collect Id: SGC Address: Grantor: CAMPAGNA,MICHAEL Sewer: Inspect Reas: M 114 BOXFORD STREET NORTH ANDOVER MA 01845 Exempt-B/L% 0/0 Resid-B/L% 100/100 Comm-B/LDW Indust-B/L% 0/0 Open Sp-B/L% 0/0 RESIDENCE INFORMATION LAND INFORMATION Style: RR Tot Rooms: 6 Main Fn Area: 1361 Attic: NBHD CODE: 5 NBHD CLASS: 5 ZONE: R1 Story Height: 1 Bedrooms: 3 Up Fn Area: Bsmt Area: 1300 Seg Type Code Method Sq-Ft Acres Influ-Y/N Value Class 1 Roof: G Full Baths: 1 Add Fn Area: Fn Bsmt Area: 650 1 P 101 S 43560 1 207,781 - Ext Wall: AV Half Baths: 1 Unfin Area: Bsmt Grade: 2 R 101 A 0.34 2,720 Masonry Trim: 10 Ext Bath Fix: Tot Fin Area: 1361 DETACHED STRUCTURE INFORMATION Foundation: CN Bath Qual: T RCNLD: 194094 Kitch Qual: T Eff Yr Built: 1975 Mkt Adj: Str Unit Msr-1 Msr-2 E-YR-BIt Grade Cond%Good P/F/E/R Cost Class SE S 80 1988 A A ///89 200 Heat Type: HW Ext Kitch: Year Built: 1968 Sound Value: G1 S 672 1994 A A /1/93 100 1 Fuel Type: G Grade: AG Cost Bldg: 194,100 Fireplace: 1 Bsmt Gar Cap: Condition: A Aft Str Val1: VALUATION INFORMATION Central AC: N Bsmt Gar SF: Pct Complete: Aft Str Val2: Current Total: 422,600 Bldg: 212,100 Land: 210,500 MktLnd: 210,500 I Aft Gar SF: %Good P/F/E/R: /100/100/80 Prior Total: 398,600 Bldg: 214,900 Land: 183,700 MktLnd: 183,700 I Porch Tvoe Porch Area Porch Grade Factor W 120 SKETCH PHOTO 12 .6t � 120 S 10 Sq.Ft 1028 FM - 1361 Sq.R. _ 26 Lf. 28 114 BOXFORD STREET Parcel ID:210/104.D-0036-0000.0 as of 4/12/07 Page 1 of 1 • NEW ENGLAND ENGINEERING SERVICES INC RECEwED f Y�� SEP 13 2004 OwN OF NORTH N F-VF- September R yjE 10, 2004 TALTH DEPAR North Andover Board of Health Town Hall Annex 27 Charles Street North Andover, MA 01845 RE: TITLE V REPORT: RE: 114 Boxford Street,North Andover, MA Dear Sir or Madam: Enclosed is a copy of the Title V report for the above referenced property. The system PASSED our inspection. If there are any questions please call me at my office, 686-1768. Sincerely Benjamm C. Osgood r. Certified Title 5 inspector I 60 BEECHWOOD DRIVE-NORTH ANDOVER,MA 01845-(978)686-1768-(888)359-7645-FAX(978)685-1099 COMMO NWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION RECEIVED TITLE 5 SEP- 13 2004 'OFFICIAL INSPECTION FORM—NOT FOR VO 'O E TS SUBSURFACE SEWAGE DISPOSAL PART A CERTIFICATION Property Address: %t`-/ S oxFo 2,) %2 cc r 4±Dr—fly /SNPQu 2 ,"#,4 Owner's Name: y►iz&t/4j%A CAM PR 6-A) Owner's Address: //y AoxF,2u s 2 AlloeL"rlt ANPoof/t /tq,4 Date of Inspection-. 3�,3��y Name of Inspector:(please print)_Benjamin C. Osgood, Jr. CompanyName:New England Engineering Services Inc. Mailing Address:60 Beechwood Drive, North Andover, ILA 01845 Telephone Number: 978-686-1768 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 Fails Inspector's Signature: (�f Date: d 3 0 The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days 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 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. Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: JIB j, '3 V A �A- 130VA { rd0\(fir MG. Owner: \JifCk'knko\ CamLacahCA Date of Inspection: -Ckk Inspection Summary: Check A;,C,D or E/ALWAYS complete all of Section D A. System Passes: 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: /V D 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 exfiltration or tank failure is imminent.System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND 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: .Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: fly X'F GY 6 Si AY�c�ooe� MCA. Owner: y ry Oji 1n'� G\ CALM�D G O�h G1 Date of Inspecti n: 1�> -3- O+-\ 1 C. Further Evaluation is Required by the Board of Health: L O 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(l)(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_i A r�u �►s�2� **'This system passes if the well water analysis,performed at a DEP certified tified 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. oY,_ .sec-= COP Of A'UWA9K)S . 3. Other: I it Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: \\y `b(Yk' 13Y S\ k1)cxl�k" ardove( Ma. Owner: \iiY Q\h%A uxYl b�n n Q Date of Inspec on: D. System Failure Criteria applicable to all systems: You must indicate"yes"or"ad"to each of the following for all inspections: Yes No ✓_ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distdlmtion box above outlet invert due to an overloaded or clogged SAS or cesspool _ Liquid depth in cesspool is less than 6"below invest or available volume is less than 1/.day flow =✓Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped Any portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _jZ1 Any portion of a cesspool or privy is within a Zone 1 of a public well. -6Z Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis.[This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis mast be attached to this form.] IVO O (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15303,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 go 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 _ th eem�s within 40 of a surface druilcmg ply _ is within 200 feet of to a surface drinking water supply — em is 1 in a nitrogen sensitive area(Inllhead Protection Area–IWPA)or a mapped o ublic 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. Page 5 of 11 OFFICIAL INSPECTION FORM--NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: t\y zON-V0yA �A- 1`50� t�in�ln�lpv I�iq . Owner: C G�q y n U Date of Insp • •on• £ -�,�O►� Check if the following have been done.You must indicate`W or`no"as to each of the following: Yes/No Pumping information was provided by the owner,occupant,or Board of Health , _ -- Were any of the system components pumped out in the previous two weeks? v — Has the system received normal flows in the previous two week period? t--'Rave 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 were not available note as N/A) JeL Was the ficility or dwelling inspected for signs of sewage back up? J� Was the site inspected for signs of break out? _ Were all system components,excluding the SAS,located on site? 1 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? 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 _ E mg information.For example,a plan at the Board of Health. I Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(6)] Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 'bC'K'F 1�oylc� (,,ndo- JPy-TSG- Owner: \�1 f6m\ aa M b n 11. n \ Date of Inspecti6n: A-3 -py j —� FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): -- Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example- 110 gpd x#of bedrooms): — Number of current residents: I Does residence have a garbage grinder(yes or no):Y 0 Is laundry on a separate sewage system(yes or no):— [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use:(yes or no)- Water meter readings,if available(last 2 years usage(gpd)): Sump pump(yes or no): Last date of occupancy G ^Y--------------- ------- COMMERCIAUINDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): ybe Basis of design flow(seats/persons/sq%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: Was system pumped as part of the inspection(yes or no): L110 If yes,volume pumped: gallons-How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM �eptie tank,distribution box,soil absorption system Single cesspool _Overflow cesspool _Privy —Shared system(yes or no)Of yes,attach previous inspection records,if any) _InnovativetAltenative 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: Were sewage odors detected when arriving at the site(yes or no): Page 7 of 11 ' I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address-11q 6 X'F COY A Sk. 13vt" &�.A6\i9Y kA(N Owner: Date of Inspe tion: 9,- _6 a BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: cast iron 40 PVC__,_other(explain): Distance from private water supply well or suction lime: Comments(on condition of joints,venting,evidence of leakage,etc.): IF ►f'- U"PC2 rt.vo(Z AAiD SEPTIC TANK:_(locate on site plan) Depth below grade: I--" Material of construction:_concrete metal fiberglass_polyethylene other(explain) if tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: /o oo 6,-4 L_L,o,v Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: 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: How were dimensions determined: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): _TF1 N K {'due j c 5 �r� (to D D �N i� �'/O✓Z.. GREASE TRAP:& ate 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 umpingComments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_ 1\L1 �O Xl�O\(a, 5� Owner:_y 1r \ is 1.� A Y1 (.U`M��� Date of Inspection: $—�,���A TIGHT or HOLDING TANK:A/O(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 openedxlocate 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.): n c �ssLs�✓�CrC i n� e)a o ul--- o y,? s Z)c-c res 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.): i Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: I\tA `ZoOOKCA 5V _)Ov`h' Ar)6&'j6-\- Ma Owner: N l q C o�m gtn Date of Inspection: SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Tyles leaching pits,number:_ leaching chambers,number: leaching galleries,number: leaching trenches,number,length: Teaching 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.): �'(ZEl9 /7r �/c�C-!7 /�O/•C.J n�u/1,�y1d!'L. .Nvy„ C^.�C c ��i PoNoi ice 2A'-.� S.7•L ZoC. CESSPOOLS: (cesspool must be pumped as part of inspectionXlocate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: 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: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: \\\\ YC� . \1DM" A do Ma. Owner: \j G1 C a m Va q h c\ Date of Ins J 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. a W X1.1. V1 g NAA a N �t5' Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1\L� SOX Ain 0�I�M a Owner: kfaininy�q Date of Ins 'on: SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water_�feet Please indicate(check)all methods used to determine the high ground water elevation: _1 Obtained from system design plans on record-If decked,date of design plan reviewed: _Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers-(attach documentation) _Accessed USGS database-explain: You must describe how you established the high ground water elevation: lLS fs S �t ASS I Aj E 4 Te 7!0 �7 (� Low G�2c�i J✓�/to RPWcC,,- 1-IF +-IF tS H[UN / � DRQ NefiQ EST .�I e9+2c%14 !5 �gd� i?2� _oPros<< SioF 0,-- TKG i72c=c i A.�D is ro rF� I 66 UTTLETON ROAD,WESTFORD, MA 01886 (978)692-8395 FAX(978)692-0023 1-800-649-TEST Report Number 85284 Report Date: 8/13/04 Client: Sample Information: Ben Osgood Jr. New England Engineering Services 114 Boxford St. 60 Beechwood Drive N.Andover,MA N.Andover MA 01845 Sampled by: Client Date Received: 8/12/04 Date Sampled: 8/12/04 Certificate of Anal Test Parameter EPA Limit Results Units Total Coliform(P) 0 0 per100ml Fecal Coliform/E.coli(P) 0 0 perl00m1 Ammonia-N Not Spec. <0.03 mg/L Nitrate-N(P) 10 0.25 mg/L Nitrite-N(P) 1 <0.01 mg/L Legends: (P)=Primary EPA Standard,(S)=Secondary EPA Standard,#--Exceeds EPA Limit, TNTC=Too Numerous to Count, *=Background Bacteria Noted This water sample as submitted,meets EPA requirements for the parameters listed above. Massachusetts Certification#MA048 Michael P.Carlson,for Thorstensen Laboratory Inc. 66 LITTLETON ROAD,WESTFORD, MA 01886 (978)692-8395 FAX(978)692-0023 1-800-649-TEST Report Number: 85284 Report Date: 8/25/04 Ben Osgood Jr. New England Engineering Services 114 Boxford St. 60 Beechwood Drive N.Andover,MA N.Andover MA 01845 Date Sampled: 8/12/04 Sampled by: Client EPA 524.2 PARAMETER MCL RESULT PARAMETER MCL RESULT Benzene 5.0 ND 1,1,2,2-Tetrachloroethane ND Carbon Tetrachloride 5.0 ND 1,3-Dichloropropane . ND 1,1-Dichloroethylene 7.0 ND Chloromethane ND 1,2-Dichloroethane 5.0 ND Bromomethane ND p-DichloroBenzene 5.0 ND 1,2,3-Trichloropropane ND Trichloroethylene 5.0 ND 1,1,1,2-Tetrachloroethane ND 1,1,1-Trichloroethane 200. ND Chloroethane ND Vinyl Chloride 2.0 ND 2,2-Dichloropropane ND Monochlorobenzene 100. ND o-Chlorotoluene ND ortho-Dichlorobenzene 600. ND p-Chlorotoluene ND trans-1,2-Dichloroethylene 100. ND Bromobenzene ND cis-1,2-Dichloroethylene 70.0 ND 1,3-Dichloropropene ND 1,2-Dichloropropane 5.0 ND 1,2,4-Trimethylbenzene ND Ethylbenzene 700. ND 1,2,3-Trichlorobenzene ND Styrene 100. ND n-Propylbenzene ND Tetrachloroethylene 5.0 ND n-Butylbenzene ND Toluene 1000. ND Naphthalene ND Xylenes(Total) 10000. ND Hexachlorobutadiene ND Dichloromethane 5.0 ND 1,3,5-Trimethylbenzene ND 1,2,4-Trichlorobenzene 70.0 ND p-Isopropyltoluene ND 1,1,2-Trichloroethane 5.0 ND Isopropylbenzene ND Chloroform ND t-Butylbenzene ND Bromodichloromethane ND sec-Butylbenzene ND Chlorodibromomethane ND FluoroTrichloromethane ND Bromoform ND Dichlorodifluoromethane ND m-Dichlorobenzene ND Bromochloromethane ND Dibromomethane ND *MethylTertiaryButylEther ND 1,1-Dichloropropene ND 1,1-Dichloroethane ND %Recovery of Internal Standards: ND=None Detected 4-Bromofluorobenzene 115 MCL=Maximum Contamination Level i 1,2-Dichlorobenzene-d 98 Results are in u g/L MTBEtional) ug /L Limit:0.5 u /L OP Subcontracted to Mass DEP Lab MA072. Mic aeqPa rlson,for Thorstensen Laboratory Inc. New England ChromaChem 6 Nichols Street Salem, MA 01970 978-744-6600 Sample Information EPA Method 524.2 Volatile Organic compounds in Water Client: Thorstensen Laboratory Lab ID: 408190 Client ID: 85284 Boxford St State: Liquid Date Received: 08/18/04 Date Analyzed: 08/20/04 Date Sampled: 08/12/04 Analytical Results Parameter Results (ug/L) Parameter Results (ug/L) Acetone ND Trans-1,2-dichloroethene ND Benzene ND 1,2-Dichloro ro ane ND Bromobenzene ND 1,3-Dichloro ro ane ND Bromochloromethane ND 2,2-Dichloro ro ane ND Bromodichloromethane ND 1,1-Dichloro ro ene ND Bromoform ND Eth lbenzene ND Bromomethane ND Hexachlorobutadiene ND 2-Butanone ND Iso ro lbenzene ND N-Butylbenzene ND P-Iso ro ltoluene ND Sec-Butylbenzene ND Methylene Chloride ND Tert-But lbenzene ND Meth l-tert-but I ether ND Carbon Tetrachloride ND Naphthalene ND Chlorobenzene ND N-Propylbenzene ND Chloroethane ND Styrene ND Chloroform ND 1,1,1,2-Tetrachloroethane ND Chloromethane ND 1,1,2,2-Tetrachloroethane ND 2-Chlorotoluene ND Tetrachloroethene ND 4-Chlorotoluene ND Toluene ND Dibromochloromethane ND 1,2,3-Trichlorobenzene ND 1,2-Dibromo-3-chloro ro ane ND 1,2,4-Trichlorobenzene ND 1,2-Dibromoethane ND 1,1,1-Trichloroethane ND Dibromomethane ND 1,1,2-Trichloroethane ND 1,2-Dichlorobenzene ND Trichloroethene .ND 1,3-Dichlorobenzene ND Trichlorofluoromethane ND 1,4-Dichlorobenzene ND 1,2,3-Trichloro ro ane ND Dichlorodifluoromethane ND 1,2,4-Trim eth lbenzene ND 1,1-Dichloroethane ND 1,3,5-Trimethyl benzene ND 1,2-Dichloroethane ND Vinyl Chloride ND 1,1-Dichloroethene ND O-X lene ND Cis-1,2-dichloroethene ND M-X lene ND Trans-1,2-dichloroethene ND P-X lene ND Recoveries of Internal Standards % Flurobenzene 97 Bromofluorobenzene 115 1,2-Dichlorobenzene-d4 98 Method Detection Limit= 0.5 u /L Electronically signed and approved by Mr. Bruce A.Bornstein Date: 8/24/2004 �ITin ' LD. 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TEST P656 Io2.5 tt �L fjJ.q/in & rim= Tea-T i/Z,�+ SJ�%�:'iii.__ �"✓r'`--._,'UI�!•�TM�� ('ll�illJ f-A �" Q, Z4 OAY, 74 ' l ss � ► �oxdx) o ,a�a►c.� o:.es' to `svj�,TL r 20 1 � io 71 '1� ~'tom �` wry-..y� yT� .r;�...•...'r+� M.•T 5�" z r'. l2" MIN.TW0lL covEF1 V.X — _ _ 9"WASH6p oo /• O • _ W WAbN� /4 CHL 51iE0 VO4L --{'/i 77�,. / AR,50PtiPTION ARIA 3 wF '201 R� AP,�,,OP1P'TIoN FbED END SECTION C -1 - `lam o-.✓k'l c.o, M c� SSPTtG t.� TANK DISPOSAL SYSTEM PPONLE ZAP V AV--,CP%Pn t l ASA= ©m I, 5 per AMOFaRTION BED PLAN Oma.HOLE rssc.HOLE PERI AArE QST PA56 !07 5 2 &- `7 -MMT i 6,j iii_ I l m;t 14 ,IJA `yl,/A� l z d N N TOWN OF SYSTEM P PING RECORD DATE: SYSTEM OWNER& ADDRESS SYSTEM LOCATION COL'of (example:left front of house) l,� fox DATE OF PUMPING: _O'( QUANTITY PUMPED : f p D,V GALLONS CESSPOOL: NO YES EPTIC TANK: NO YES NATURE OF SERVICE: ROUTINE EMERGENCY OBSERVATIONS: GOOD CONDITION FULL TO COVER HEAVY GREASE BAFFLES IN PLACE ROOTS LEAC EF ELD RUNBACK EXCESSIVE SOLIDS FLOODED SOLIDS CARRYOVER OTHER(EXPLAIN) SYSTEM PUMPED BY: Bateson Enterprises, Inc. COMMENTS: CONTENTS TRANSFERRED To: G.L.S.D Lowell Waste t i :1 .: _ I� l i .. _ � � . t? TOWN OF NORTH ANDOVER SYSTEM PUMPING RECORD DATE: f� SYSTEM OWNER &ADDRESS SYSTEM LOCATION avAf C, � (example: left front of house) 1 DATE OF PUMPING:ro 3-6 QUANTITY PUMPED GALLONS CESSPOOL: NO YES SEPTIC TANK: NO YES NATURE OF SERVICE: ROUTINE EMERGENCY OBSERVATIONS: GOOD CONDITION FULL TO COVER HEAVY GREASE BAFFLES IN PLACE ROOTS LEACHFIELD RUNBACK EXCESSIVE SOLIDS FLOODED SOLIDS CARRYOVER OTHER (EXPLAIN) SYSTEM PUMPED BY: COMMENTS: CONTENTS TRANSFERRED TO: L f r- r A Commonwealth of Massachusetts N dotlL r Massachusetts System Pumping Record System Owner System Location Cc,0 ro,v Y 1114 6 4b rd Si Date of Pumping. )�00 Quantity Pumped: d 0 0 gallons Cesspool: No Yes Septic 'Tank: No Yes l�1 System Pumped by: FRGejert 5FI& ,61e ,Q License# Contents transferrred to : Greater Lawrence Sanitary District Date: Inspector i � l `f address , o KAMQ 5�;r- Title of File Page of i Date File Open: Date file closed: Doc Document/Action Title Date of Refer to other Purpose of Document/Action and notes action Document/ document/ Num. Action De artment I i j Board of Appeals — Board of Health — Planning Board = Conservation Commission — Building, Departm, ent � Gt ♦ - 3 Pc t #331 96 Boxford St. Lot B �\ ' Jos. Viveiros APPLICATION FOR SEWAGE DISPOSAL INSTALLATION HEALTH DEPARTMENT - NORTH ANDOVER, MASS. I hereby make application for a permit for a sewage disposal installation at 96 Boxford St. Lot B I will install this system in ac- cordance with all the laws of the Commonwealth of Massachusetts and regulations of the Board of Health of the Town of North Andover. Further, I will construct the house sewer of bell and spigot pipe, the minimum diameter being 4 inches, and will maintain a minimum grade of 1% until 10 feet pre- ceding the septic tank, where the grade shall not exceed 2%. I will install a con- crete septic tank of 1000 in size. A manhole (s) permitting easy cleaning will be provided with removable cover (s) of iron or concrete within 12 inches of the ground surface. I will provide subsurface disposal field with 4 inch perforated or open jointed pipe and laid in a series of trenches, the bottom of which will pro- vide a minimum of 200 lineal (square) feet of effective absorption area. The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging in size from 3/4 to 1-1/2 inches (dia. ) and the pipes will be surrounded by similar material to a height of 2 inches above the crown of the pipe. The joints of these pipes will be protected rom clogging and before filling the trench, 2 inches of gravel or stone 1/8" to 1/41, (dia.) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single tile line will exceed 100 feet in length and in any case, two lines of tile will be installed. A minimum of 6 feet will be maintained between the center lines of the disposal field trenches and the average depth of trench shall not exceed 36 inches. No part of the installation will be less than 100 feet from any private water supply, 25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line. I further agree not to cover any portion of this installation until approved by the inspection officer, as provided below, and to incorporate any additional requirements that may be attached to the permit. Plot Plans must be submitted with application. DATE 12/2/68 / Signature of Applicant I hereby issue the above permit for the Board of Health of the Town of North Andover, Massachu8etts. DATE 12/2/6ti/ Signature of Health Agent I have inspected the uncovered system indicated above and find everything done as described. / (� DATE (,/t!57 r Signature of I specting Officer Percolation Test 6 Min Soil: Clay Garbage Grinder t BOARD OF HEALTH TOWN OF NORTH ANDOVER, MASS. n4 \ f.. V , 1. NAMES_ �il� /r`' J DATE �.� 2. ADDRESS LOT NO. a �` �' TEL.,,�(N '—/9®f12-- 3. NO. OF BEDROOMS DEN YES NO 4. GARBAGE GRINDER YES NO 5. SHOW DIMENSIONS OF HOUSE 6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES 7. SHOW DIMENSIONS OF LOT 8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL g. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM 10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC. 11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY. s - BOARD OF HEALTH OF NORTH ANDOVER , MASSACHUSETTS SEWAGE DISPOSAL DATE NAME OF APPLICANT Q LOCATION ,rJ Address dfilot no, BUILDING: Dwelling Other SYSTEM: New Repair y GENERAL DESCRIPTION OF LAND - , a-Z41 , SUBSOIL: Clay 2 G vel Sand PERCOLATION TEST minutes per inch. MINIMUM INSTALLATION RECOMMENDATIONS CONCRETE SEPTIC TANK gallon capacity. LEACH FIELD lineal feet of drain pipe, illiam J. PrNscoll, Engindar Board of He 30 y7. y 5a i I TA ao� X01 � IPLAPVSuQW__M _Ni`yv LEACH . FS ELD. ----- - w---- -_.__ Loc.A ory. ., 1 I y (30 X FoRD STREET AR . AUTH CA Ll jj_s_19 c,tttt ttimvettltit of hittssHcituselts , /�/ • tJ , Massachusetts systelt� 1'I�ftt itl cutcut d --— -- — --- 5�'§lettt Loctttiun Systen, V�vt�er I)Ate bf 1'utnt,inf►: �`—� �� C � C1tt�ittity 1'utittStt1: C �ti�itiN� ( s e.a,pv at: NoI`T ties �.� St?tstic 7tirtk: Nci �� Y �`�—� Syslettt 1'untt,ed by: Sdt'¢dAr� itt'¢ ed Liecii e 0 Ctrittenls itttnstetrred iti : t3r�t1l�f tllWrt�Nt:��AiilWfii pii�blCf .� Dote: TO: NORTH ANDOVER, MASS C a 7 19 7,5-- BOARD OF HEALTH FROM: DESIGN ENGINEER Re: Soil Absorption Sewage System Inspection This is to certify that I have inspected the construction of the said disposal system at Z-07- / yak /c A P S7-- . North Andover, Mass. SITE LOCATION The grades and construction are as specified in my plans and specifications dated M 'f 19 0f M'q _ `PN fc^ Re *�cRfWjeg.)S Itarian L Id Nn. 464 A�rO�FG I S FSSfONM-SP