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HomeMy WebLinkAboutMiscellaneous - 1014 TURNPIKE STREET 4/30/2018 (2)d. r , v 13 (n Cf) 0 M 0 ml 7 N 9 MAP # LOT # I PARCEL # STREET HAS PLAN REVIEW FEE BEEN PAID? (:LYES NO PLAN APPROVAL: DATEAPP. BY.- IJ -16 DESIGNER: R��Ilv 19 C)e-- PLAN DATE. CONDITIONS WATER SUPPLY: WELL PERMIT_, WELLTESTS: COMMENTS: TOWNS WELL DRILLER ... ................... H HEMIOAL EMICAL DA I E OPPRUVED.-______ SACT IA I DATE (IPPROVED BACTERIA I DATE APPROVED FORM U APPROVAL: APPROVAL 1*0 ISSUE ES -NO) DATE ISSUED CONDITIONS: FINAL APPROVAL: ALL PERMITS PAID NO WELL CONSTRUCTION APPROVAL NO SEPTIC SYSTEM CONSTRUCTION APPROYALCYY�ES NO YC OTHER YE NO ANY VARIANCE NEEDED YES NO FINAL BOARD OF HEALTH APPROVAL: DR T E:. 41,Wo .. BY-... AA Tom of N SYSTEM PUMPING RECI DATE. SYSTEM OWNER & ADDRESS Mgji 01 DATE OF PUMPING: ED DEC 0 2 2005 MN H LTH 0 PARTHRTM TER SYSTEM LOCATION (example: left front of house) QUANTITY PUMPED: �ALLONS CESSPOOL: NO SES SEPTIC TANK: NO YES NATURE OF SERVICE: ROUTINE EMERGENCY OBSERVATIONS: GOOD CONDITION HEAVY GREASE ROOTS EXCESSIVE SOLIDS SOLIDS CARRYOVER FULL TO COVER BAFFLES IN PLACE LEACHFIELD RUNBACK FLOODED OTHER (EXPLAIN) SYSTEM PUMPED BY: Bateson Enterprises, Inc. COMMENTS: CONTENTS TRANSFERRED TO: G.L.S.D Lowell Waste NEW ENGLAND ENGINEERING SERVICES INC November 19, 2005 Ms. Susan Sawyer North Andover Board of Health 400 Osgood Street North Andover, MA 01845 RE: TITLE V REPORT: RE: 1014 Turnpike Street North Andover, MA Dear Ms. Sawyer: Enclosed is a Title 5 Report for the above referenced property. The system Passes the Title 5 inspection. If there are any questions please call me at my office, 686-1768. Sincerely, n j 46. Osg d, Jr. Certified Title 5 Inspector RECEI EV D NOV 2 12005 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 I of 11 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENT SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 1014 Turnpike Street No. Andover, MA 01845 Owner's Name: La Rea Strawbridge Owner's Address: 1014 Turnpike Street No. Andover, MA 01845 Date of Inspection: 11/19/05 Name of Inspector: (please print) Benjamin C. Osgood, Jr. Certified Title 5 Inspector Company Name: New England Engineering Services Inc. Mailing Address: 60 Beechwood Drive North Andover, MA 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 the on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15340 of Title 5 (3 10 CMR 15.000). The system: Inspector's Signature: N 'f Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails r The system inspection 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. 2of11 OFFICIAL INSPECTION FORM -- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 1014 Turnpike Street No. Andover, MA 01845 Owner's Name: La Rea Strawbridge Date of Inspection: 11/19/05 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: No 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: 3of11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENT SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 1014 Turnpike Street No. Andover, MA 01845 Owner's Name: La Rea Strawbridge Date of Inspection: 11/19/05 C. Further Evaluation is Required by the Board of Health: )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(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 (SAS) Soil Absorption System and the (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 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 organize 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 5ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 4of11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENT SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 1014 Turnpike Street No. Andover, MA 01845 Owner's Name: La Rea Strawbridge Date of Inspection: 11/19/05 D. System Criteria applicable to all systems: You must indicate "yes or No" 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 overload or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overload or clogged SAS or cesspool Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 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. i Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply Any portion of a cesspool or privy is within a Zone 1 of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. ( this system passes if the well water analysis, performed at a DEP certified laboratory for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrogen is equal to or less than 5ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.) N (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 apply to large systems in addition to the criteria above) Yes No The system is with 0 feet of a surface drinking water s . pry-- The system is within 200 feet o tribut a surface drinking water supply The system is located mi of a public water y well (Interim Wellhead Protection Area — IWPA) or a mapped Zone II If you answered ` " o any question in Section E the system is consider ignificant threat, or answered `yes" in Section D above the large syst has failed. The owner or operator of any large system consider significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The syst wner should contact the appropriate regional office of the Department. 5of11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENT SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 1014 Turnpike Street No. Andover, MA 01845 Owner's Name: La Rea Strawbridge Date of Inspection: 11/19/05 Check if the following have been done. You must indicate "ves" 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_? Has the system received normal flows in the previous two week period ? �✓ Have large volumes of water been introduced to the system recently or as part of an inspection ? Were as built plans of the system obtained and examined? (If they were not available note as N/A) Was the facility or dwelling inspected for signs of sewage back up ? ✓/ Was the site inspected for sign of break out? ✓ Were all system components, excluding the SAS, located on site? Were all 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 difference from owner) provided with information on the proper maintenance of the subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: Yes No ✓ Existing information. For example, a plan at the Board of Health. Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [3 10 CMR 15.302(3)(b)] 6of11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENT SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 1014 Turnpike Street No. Andover, MA 01845 Owner's Name: La Rea Strawbridge Date of Inspection: 11/19/05 FLOW CONDITIONS RESIDENTIAL Number of bedrooms (design)_q_Number of bedrooms (actual): H DESIGN flow based in 310 CMR 15.203 ( for example: 110 gpd x # of bedrooms): & f- 0 Number of current residents: -2- Does Does residence have a garbage grinder (yes or no): /V�j Is laundry on a separate sewage system (yes or no): N 0 [if yes separate inspection required] Laundry system inspected ( yes or no): Seasonal use: (yes or no): n!0 . Water meter readings, if available (last 2 years usage (gpd) _-i , w ,\j Sump Pump (yes or no): /V 0 Last date of occupancy—L_,., r re COMMERCIALANDUSTRIAL Type of establishment: Design flow (based on 310 CMR 15.203): am 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: Was system pumped as part of the inspection (yes or no): // o 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 Attached a copy of the DEP approval X Other (describe): P ­�, f, c tj I+M 8 =2 Approximate age of all components, date installed (if known) and source of information: }�j�.�� �r� 119 et Pet - c- cT Were sewage odors detected wen arriving at the site (yes or no):AJO. 7of11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENT SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1014 Turnpike Street No. Andover, MA 01845 Owner's Name: La Rea Strawbridge Date of Inspection: 11/19/05 BUILDING SEWER (locate on site plan) Depth below grade: 4 S' Materials of construction: cast iron 40 PVC other (explain) Distance from private water supply well or suction line: ,,I k+ Comments (on condition of joints, venting, evidence of leakage, etc.): SEPTIC TANK: (locate on site plan) Depth below grade: Vt 5 Material of construction:__concxete 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: i,5 -6 o Sludge depth: z " Distance from top of sludge to bottom of outlet tee or baffle: 3 0 Scum thickness: L 1 Distance from top of scum to top of outlet tee or baffle: 7 f Distance from bottom of scum to bottom of outlet tee or baffle /f How were dimensions determined: vt c,4s,,zF- 6TC 7 Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): �.qrJ IC t t>o 0 9 f o N D l o SCK 4! 0P� c tr cZ- ✓ ��a ,� C .� .7 Jil. CT/L✓!J� C�/t ©✓i Gc`F O/'G.�1lNCr c�Nc� 2eco.-,1�3� rNs'7FFw rTor2tsc124 e'4 /a LC oPcnJi�J�S l.v_g GREASE TRAP: ,tet &- (locate on site plan) Depth below grade: Materials of construction: concrete metal (explain) Dimensions: Scum thickness: fiberglass polyethylene other Distance from top of scum to top of outlet tee or baffle: Distance from bottom of sludge 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. 8of11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENT SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1014 Turnpike Street No. Andover, MA 01845 Owner's Name: La Rea Strawbridge Date of Inspection: 11/19/05 TIGHT OR HOLDING TANK: lr I t4 (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Materials 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 SOX: (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: 0 Comments ( note if box is level and distribution to outlets equal, any evidnence of solids carryover, any evidence of leakage into or out of box, etc.): //�'� ,� x 10yeA- ,j 6-DC77 Cd(..D� T)D/t AID P�---cY ell cc 5 ,�-- 6-a 2;z v ItlL 0.2 J ,(f or 14 A r.v p 2 C? p 13 ? R -t e3 v J LQy 4- t - PUMP CHAMBER: (locate on sire plan) Pumps in working order (yes or no) �A5 Alarms in working order (yes or no)_,,,js Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): po M P -S -1 5 T -C "✓1 1 S f1- W L �. Sy/ L7F z-9(- t X pu M P W F1 1 G H (-S I N \) cA �j G -C, L» C O/ J D 1 -1-) 3 &/ c 9of11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENT SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1014 Turnpike Street No. Andover, MA 01845 Owner's Name: La Rea Strawbridge Date of Inspection: 11/19/05 SOIL ABSORPTION SYSTEM (SAS): (locate on site Plan excavation not required If SAS not located explain why TYPE leaching pits number leaching chambers, number leaching galleries number /X leaching trenches, number in length Z — L J �j cr Tre c r -f F- s leaching fields, number, dimensions: overflow cesspool, number: innovativelalternative system Type/name of technology: Comments ( note condition of soil, signs of hydraulic failure. Level of ponding, damp soil, condition of vegetation, etc) f} -(Z -c- f1' C l-/ FS Lo 01< S ivo 2 M 44- I' -Jr D c Al C t e,, f- .nA.n^ P So 1 UA -jus 0 q E cr,e —/WD D ni CESSPOOLS: A/ ,+ (cesspool must be pumped as part of inspection) (locate on site plan) Number and configuration: Depth — top of liquid to inlet invert Depth of solids layer: Depth of scum layer: Dimensions of 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) Material of construction: Dimensions: Depth of solids Comments (note condition of soil signs of hydraulic failure, level of ponding, condition of vegetation, etc. 10 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENT SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1014 Turnpike Street No. Andover, MA 01845 Owner's Name: La Rea Strawbridge Date of Inspection: 11/19/05 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. r J-4 /7T6L-7, G RQAG-C 11 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1014 Turnpike Street No. Andover, MA 01845 Owner's Name: La Rea Strawbridge Date of Inspection: 11/19/05 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: _ 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 excavator, installers — (attach documentation) Accessed USGS database -explain: You must describe how you established the high ground water elevation: :5 "� t�C �c,riecS� R�D�G GQ��1N c7 L. M7 i2 NEW ENGLAND ENGINEERING SERVICES INC November 16, 2005 Susan Sawyer North Andover Board of Health 400 Osgood Street North Andover, MA 01845 Re: 1014 Turnpike Street, North Andover, MA Revised Site Plan for Addition and Site Work Dear Ms. Sawyer, RECEIVED NOV 16 2005 TOWN OF NO if�H. i AIyB"ER HEALTH 0EPARTMENT Enclosed are three copies of a revised site plan for the above referenced property. As per the request of Susan Sawyer, Health Director, of the North Andover Board of Health, distances are now shown from the proposed garage and existing septic system. This site plan is associated with a Notice of Intent filed with the North Andover Conservation Commission for proposed site work, and is entitled, "Site Plan, 1014 Turnpike Street, North Andover, MA, Assessors Map 107C, Parcel 106," dated September 29, 2005, revised to November 16, 2005. Please contact this office with any questions or concerns. Sincerely, Thomas Hector Project Engineer 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 130. Iger 4 PC66R RL,4t4 C t. ! SATA cL aN is 0 tom. G4% tt/ G-C- OCUE LL/NC. AT +t l � Tv a ® a pt ka sr. Gat 1R " SCA46.. (3Y.- G. Fa3 rag MERRIMACK ENGINEERING SERVICES INC. Engineers • Surveyors • Planners 66 Park Street ANDOVER, MASSACHUSETTS 01810 (508) 475.3555 Fax (508) 475.1448 TO 8067-21, OF H F:ALTH _FQL, ( [LIEVVIEQ 0P VQ °&MMOVUQ1 DATE 11 -27 -?5 JOB NO. ATTENTIO� SA). D\' Sill RE- z riQO`fER� TOW BOAp'D 'L- WE ARE SENDING YOU ElAttached ElUnder separate cover via the followin i ❑ Shop drawings ❑ Prints ❑ Plans ❑ Sa ples ❑ Specificati ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use VV' As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections S Q" YU 21Q- 640—S 19 ❑ ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints PRINTS RETURNED AFTER LOAN TO US COPY TO SIGNED: (0 —5 if enclosures are not as noted, kindly notify us at once. 1 N R;] �a O U , a O �� w / w a o W z► o z A � o po o o a w° cn C ° ° ii W .'% ls'J c U) C � a°' w COC/)cnui cicci � •CD czz N i 00 W N 'vjgc, LL- C :off r"' C •v� 0 _z co Yc a7g= Cl ecv } A O cc 'roo.. 0 O O CD a. R tLu40 p�q Z Q •� z � C:) z s `� CD cm CL z _�� y w CDv m m z > C) cc cm � Fes. /19 CD N W m co 'i � N N � i► }� 'p 3 "•� O Lft CD c m v ^, •� 3•�co o • v Ca -p C9 p ca `c d CD 2-7 o "o C3 y ti V N O 3 o Z � LW a -p oar = :� W O Q m ` m c o MCC W x m m C:La c �+ �+- C LLI t _ •HLC ev C O N CO) v CL •� •v � v N O D z � m o�� W z LL COD a. L s C m > D U ..,rux Telecopier iuzu ; o—za-ai Iu;4yHm .x Mr. King Weinstein GUNYA CORPORATION c/o King Real Estate Old Orchard Beach, ME Dear King: 0l'19b11295-4 508 688 95424 1 1014 Turnpike Street North Andover, MA 01845 (508) 683-1592 Home (617) 951-6778 Office (617) 951.1295 Fax May 28, 1997 r6"'qco This letter is to advise you that no work (i.e. fencing, grading, plantings, etc.) is to be done to the above• referenced property without my prior written approval and authorization. It is my desire and intent to continue to cooperate fully with the remediation efforts of the North Andover Conservation Commission. However, before any work is commenced in connection with the remediation process on my property (i) all punchlist items which remain outstanding for which you were notified prior to and subsequent to the time of closing must be completed to my satisfaction and the satisfaction of my representatives and agents (i.e. the septic system must be restored to &U operating condition with new pumps, the waves in the roof need to be repaired, the front door leaks causing water in the basement need to be attended to, the dead shrubs need to be replaced, reimbursement for the reseeding and cultivation of the lawn needs to be made, the green barrel of what appears to be used hydraulic fluid is to be removed from my driveway, etc.); and (ii) the matter of equitable compensation for the loss of the backyard as represented to me in order to induce my purchase of the property must be addressed, agreed upon and completed. Despite my prior requests to you and your representatives, I am still not receiving copies of all material submitted to the North Andover Conservation Commission in connection with the Order of Conditions relating to my property and abutting land. I remain most concerned about the ongoing lack of timely notification and communication in cojwucdtul with this mailer. Time being of the essence with respect to the remediation of the work needed in order for a certificate of compliance to be issued in connection with Order of Conditions, I look forward to your prompt response. cc: 164560.1 Very 1 our La-Rae A. Strawbridge North Andover Conservation Commission (via Telecopier) Jeffrey B. Renton, Esquire (via Telecopier) Wetlands Preservation (via Telecopier) Stone Hill Environmental (via Telecopier) HORTM ,^.140 L f A •1SgACMUSEt Applicant Site Location Form No. 3 Town of North Andover, Massachusetts BOARD OF HEALTH _ DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted to Construct C -4-01r Repair ( ) an Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No. CHAIRMAN, OF HEALTH FeD.W.C. No. 79� e �y NORTH • °� «�O a,,tiO O p F Applicant _ Site Location Form No. 3 Town of North Andover, Massachusetts BOARD OF HEALTH^ - i A ^ 19 q15 DISPOSAL WORKS CONSTRUCTION PERMIT ADDRESS ` ranted to Construct or Repair ( ) an Individual Soil Absorption Permission is hereby g royal S.S. No. Sewage Disposal System as shown on the Design App 4- N Fee LL - CHAIRMAN, BOARD OF HEALTH D.W.C. 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V V'?• �e )) .t\ t � `V F) V't.' � I.l:��lr{.,.t 0 a t')-4 1 �,:) 'P f.L., a /52 Z07 � - E ---P&;ems i_ <5 Ile Id 1 � 4 I - Ty 30 Z/�5Z-U i - 7z d - T�Y-s o Inc, A Tip C 7z c 6191 / MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS i s<ti 66 PARK STREET •: ANDOVER rMASSACHUSEJS 09 $10, • TFC . (50&) 475 3555 37� 5721 _ • FAX;(508) 4J 1448 '; tis' t s;. z• f � � ,� -r� tr t ati . Zh. � f k �.. ti rvtWf _.R 4 t a -„ � y "� f � Cn t, 4 �� ,.� h^• - � J tt. - �w s. � a .� - .-...•. .,. .. .. .-.a •. '. i._' .._. - .. ... ,. ..... t_-... a ... • 't i . February 2, 1993 Town of North Andover Board of Health Town Hall - Main Street North Andover, MA 01845 Attention: Ms. Sandy Starr RE: Turnpike Street (Route 114) - North Andover Lots 1, 2, 3 Gunya Corporation Dear Ms. Starr: Please find enclosed herewith a check payable to the Town of North Andover in the amount of $450.00 for test pits and percolation tests at the subject location. Please schedule same at your earliest convenience. Please contact me or Les Godin of my firm should you have questions or comments regarding the above or the enclosure. Very truly y MERRIMACK ENIANNER990 SERVICES Stephen E. St�t�✓.L.S. President SES/cd Enclosure DATE //D /9 Sheet of BOARD OF HEALTH TOWN OF NORTH ANDOVER SUBSURFACE DISPOSAL DESIGN REVIEW FEE CLJ ( / PERMIT # �J/ DATE RECEIVED/ o` APPLICANT _ ( - 1)AW/3 ("n2, ASSESSOR'S MAP ADDRESS PARCEL # LOT # / STREET _ 7Uf1yP/ /Cly ENGINEER %j%E/�/2/i�'IA ADDRESS PLAN DATE /a� �/7A9.3 REVISION DATE CONDITIONS OF APPROVAL: APPROVED DISAPPROVED 51,1a w G'/ i r 6i= �X� 9//� r-rO� �� 7- /0 Sc1 �SOiC. . /-,1 v;e /) i',% V 57- -B e o2i �5 PLAN REVIEW CHECKLIST ADDRESS ENGINEER�/��E'/1�/�G� GENERAL 3 COPIES STAMPLOCUS 6-' NORTH ARROW SCALE CONTOURS(/ PROFILE ?-� SECTION t/ BENCHMARK SOIL & PERC INFO / ELEVATIONS WETS. DISCLAIMER P� WELLS & S WETLAND/ WATERSHED? �DRIVEWAY * c/ (E1ev) WATER LINE L, -'l FDN DRAIN '-" SCH40 t,-' TESTS CURRENT? f92 3 SEPTIC TANK MIN 150OG " .17 INVERT DROP GARB. GRINDER(+200% EDF) 25' TO CELLAR v MANHOLE TO GRADE �� ELEV GW D -BOX SIZE ) # LINES, FIRST 2' LEVEL STATEMENT INLET I� 2, b3 - OUTLET Q37, B6 = > / (2" OR .17 FT) TEE REQ' D? LEACHING MIN 660 GPD?y/ RESERVE AREA tZ4' FROM PRIMARY? t., 2% SLOPE 100' TO WETLANDS_Z 100' TO WELLS 1, 4' TO S.H.GW--"< 35' TO FND & INTRCPTR DRAINS ✓ 325' TO SURFACE H2O SUPP 4' PERM. SOIL BELOW FACILITY MIN 12" COVER (/ FILL? e--� 25'' if above natural elev; 101if below) BREAKOUT MET? TRENCHES � — MIN 660 gpd SLOPE (min .005 or 6"/1001) /x >31COVER?-VENT SIDEWALL DIST. 2X EFF. W OR D (MIN 61) IS RESERVE BETWEEN I Ix TRENCHES? IN FILL? ✓ MUST BE 10' MIN. �� 4" PEA STONE? BOT 3q6 X LDNG'� + SIDE a66 X LDNG = TOT %077660 (L x W x #) (G/ft2) (DxLx2x#) ( /ft2) Copyright O 1993 by S.L. Starr PITS MIN 660 LEACHING MIN 1 (131x16[) PIT MANHOLE/PIT GW MIN 41 BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE BOT + SIDE x LOAD = TOTAL (L x W x #) (2x(L+W)xD x #) (G/ft2) CHAMBERS MIN 660 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT MANHOLES 12"-48" STONE SPLASH PADS SLOPE .005 BED/TRENCH (Bed max. 60' X 601) MIN 13' X 16' PIT BOT + SIDE X LOAD = TOTAL (L x W x #) (2 x (L+W)xD x #) (G/ft2) FIELDS MIN 660 GPD 900 ft2 BED PERC RATE FASTER THAN 20M/IN GW MIN 4' BELOW BOTTOM OF FIELD PIPE ENDS JOINED? 411 PEA STONE? DIST LINE SLOPE .005? >31COVER-VENT SCH 40 MIN 1211 COVER RATE LDG X 660 = ft2/G REQtD (ft2) DOSING TANKS AND PUMPS DIMENSIONS X X =ci 66 L W D Vol. DISCHARGE SIZE DISCHARGE RATE = TOTAL LXW PUMP CAPACITY 9Pm DISCHARGE TIME 9Pm MANHOLES TO GRADE ,/ ALARM SEP. CIRC. GW (Min. It below inlet) HWL =;P,U LWL.?.Z,b CHECK VALVE BLEEDER HOLE ✓ MANUAL OP. SWITCH Copyright O 1993 by S.L. Starr I N, BOARD OF HEALTH 120 MAIN STREET TEL. 682-6483 NORTH ANDOVER, MASS. 01845 Ext 2 3 March 29, 1994 Merrimack Engineering 66 Park Street Andover, MA 01810 Re: Lot #1 Turnpike Street To Whom it May Concern: This is to inform you that the proposed plans for site referenced above have been disapproved for the following reasons: v Q� 1) Please show limit of excavation of top and subsoil. p(L2) Estimated high groundwater only 3 feet below trench #1. �( 3) No benchmark in work area. b�4) Pump alarm must be on separate circuit and have manual operating switch. If you have any questions, please do not hesitate to call the Board of Health Office. Sincerely, Sandra Starr, R.S. Health Sanitarian /cjp FORK U - LOT RELEASE FORKK INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. ****************Applicant fills out.this section***************** oc 3;,a -0//Z- APPLICANT: zs /i Z APPLICANT:ti'i ('?. - ti? ,� jy , c� Phone,?c'7 �3 Y - 7r LOCATION: Assessor's Map Number fC 7- G Parcel Subdivision Lot(s) Street ( lJ V _ �� � .i St. Number_�,__ (N4- ************************Official Use Only************************ RECOMMENDATIONS OF TOWN AGENTS: Date Approved Conservation Administrator Date Rejected Comments VP� c�� �Q own Planner Com-, eats Food Inspe/c�t-oorr-health 61�eL �1 /L� Septic Inspector -Health Comments Date Approved ��r_!s Date Rejected Date Approved Date Rejected Date Approved Date Rejected Public Works - sewer water connections - driveway permit Fire Department \Z4 �-u Received by Building Inspector Date \ ; L 50 • c`o GoT�� 0 � � N OCT 6um Ln N �N�1a eL : N 0 01 , -" LCo0.CDC - Zov� S f/EREBY eeA7-1,TO Tye T/TGE IAIS&.Me AwV RG D T TD Ti4�E BAN,r T.ygT T.yE Oi✓EGG/.v6 /S LOCATED O.V Tf/E GDT i1S S'/�CArN AND �7!'A?GtES G'O,✓FO.PAI //(/ " 1/�,�,� 1� H J e.t"� r" �d .PE6vI.e0/.VFs SETd�C •P.�"G7"S f LOT U.vES. p� 1' FU,�TJYE.0 CE.�T .54���,tS'•O!�'ELL/iYB /S NOT LOG4TE0 /N T.s�E pqL OOG�H592AP0 APE.a. Oie.4.KV FD.P SyawN ON Ff T P,'I.tlGG "�5ao98 14- tom" •� �5 �.J�� l8, 195 ATE STEP//EN STAP/�✓ , SPL. S. G A.VODYE,P, �/,4SS.4G////SETTS o/8/O Md a , 114%** NORTH '9A. Q� CLEC 1619 'YO O \0 COCMICMEwICK \. \ AORATEO P?9" 4. 0 �SSACHVSS I APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS/LOCATION OF PROPERTY: /N� ,?c: �/� :%n •ih.- G(. rG .^c f S �,� Gam.-T"� .5 /::� /`rC S -' �= � :\ r / DATE REQUEST FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: //; /C FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED. ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE -INSPECTION FEE OF TWENTY DOLLARS ($20.00) WILL BE CHARGED IF THE STRUCTURE DOES SIGNED:� /- ALL APPLICABLE CODES. Town of North Andover, Massachusetts Form No, z f MORTM BOARD OF HEALTH 11�� 0'1,.a oX. FJ..Q ou.. �`al 19 Q13 3:._ •. F w p DESIGN APPROVAL FOR SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant Test No. Site Location�- Reference Plans and Specs Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. Fee (0c CHAIRMAN, BOARD OF HEALTH Site System Permit No. to 4 ( Town of North Andover, Massachusetts Form No. 1 NORTH BOARD OF HEALTH16 0 19 , O ik r0 O c.c.-,-111 APPLICATION FOR SITE TESTING/INSPECTION Applicant NAME ADDRESS TELEPHONE Site Location Engineer �:i� „_.� , �s NAME ADDRESS) TELEPHONE Test/Inspection Date and Time �w. Fee CHAIRMAN, BOARD OF HEALTH Test No. S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No.