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Miscellaneous - 114 REA STREET 4/30/2018
114 REA STREET / 210/098.A-0008-0000.0 --- -- - - - I North Andover Board of Assessors Public Access Page 1 of 1• t µoRYy IF4(>VM of Worth l"SI Clover ° ,,�.� •'ry 12koard of Assessors �4�sneHus� Property Record Card Return to the Home page clickon logo Parcel ID:210/098.A-0008-0000.0 Community:North Andover SKETCH PHOTO New Search Click on Sketch to Enlarge Sales N o Pict u `Ictu re Summary Residence Ava i 1 a b to Detached Structure Condo Commercial Comparable Sales Location: 114 REA STREET Owner Name: YOUNG FAMILY 1999 REALTY TRUST LESTER E&JAMES W YOUNG,TRS Owner Address: 114 REA STREET City: NORTH ANDOVER State: MA ZIP: 01845 Neighborhood: 5-5 Land Area: 1.12 acres Use Code: 101 -SNGL-FAM-RES Total Finished Area: 1066 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 333,700 308,400 Building Value: 125,000 125,800 Land Value: 208,700 182,600 Market Land Value:208,700 Chapter Land Value: LATEST SALE Sale Price: 1 Sale Date: 04/04/1999 Arms Length Sale Code: F-NO-CONVNIENT Grantor: LESTER YOUNG Cert Doc: Book: 05391 Page: 0006 http://csc-ma.us/NandoverPubAcc/jsp/Home.jsp?Page=3&Linkld=989274 �' 4/19/2007 i DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Tuesday, April 15, 20A8 1:55-PM To: Sawyer, Susan Subject: FW:,Fa`ilure to inspect Septic System Notice -----Original Message----- From: Shelley Edmundson [mailto:sedmundson@wastewateralternativesne.com] Sent: Tuesday, April 15, 2008 1:52 PM To: DelleChiaie, Pamela Subject: Failure to inspect Septic System Notice To the North Andover Board of Health, We would like to report Ryan Hwang of 114 Rea Street(North Andover) for failing to sign a Maintenance Agreement for his alternative septic system, The Clean Solution, installed by our company, Wastewater Alternatives of New England, LLC. We informed Mr. Hwang of this required maintenance October 2007 and again February 2008. We have explained that he may opt to use other inspection companies, as long as the required maintenance is performed insuring that our system is maintained properly.No progress has been achieved and the system is now overdue on its inspection schedule. Thank you. If you have any question, please contact Wes Brighton at (617) 877-4157. Sincerely, Shelley Edmundson Wastewater Alternatives of NE, LLC i < A WASTEWATER ALTERNATIVES OF NEW ENGLAND, LLC, 27 Kensington Road HAMPTON FALLS,.NEW HAMPSHIRE. 03844 Telephone: (508)693-2221 Fax: (508)693-2224 MAINTENANCE AGREEMENT October 31, 2006 BUYER: SITE: SELLER: James Youn 11 .Wastewater Alternatives of New North A dov&1jE1gA 1 ZD England,LLC. 01845 27 Kensington Road DEC 6 2006 Hampton Falls, NH 03844 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT Wastewater Alternatives of NE, LLC. (WANE) agrees to maintain The Clean Solution system with two inspections a year at the above property. WANE also will inspect and report the pressure dosing sytem included in the field. 1. Should the above property be sold, this agreement should be transferred to the new buyer and will become binding on both the seller and the new owner[s]. 2. This agreement contains a maintenance schedule. WANE will provide the following items as shown on the accompanying schematic drawing: 1. a 2100 gal 3 compartment Phoenix tank to serve as a septic tank, an aerobic treatment tank, and a combined pump/settling chamber. 2. 30 cu ft of plastic media and all necessary aerobic components installed in the tank 3. an installed 3.0 scfm compressor WANE will execute biannual service inspections as required by our Massachusetts State f approval. WANE also agrees to perform service inspections on the pressure dosing system.in the_field� at the same schedule. _ �_�— — 1 WANE will submit reports to both the Board ofFHealth of North Andover as well as the 1 Massachusetts DEP. Bk 10510 P9182 40149 11-2E-2006 a 01 = OOo PERFORMANCE SPECIFICATIONS: w �� The system is warranted to discharge clean, odor free water to the dispersal field, equivalent or better than that from a municipal system with secondary treatment (30ppm BODS, 30ppm SS). THE CLEAN SOLUTION TM An Alternative Septic System WASTEWATER ALTERNATIVES OF NEW ENGLAND, LLC. 27 Kensington Road HAMPTON FALLS, NEW HAMPSHIRE 03844 MAINTENANCE The following maintenance is required every 21/2 years: 1. Pump out both the settling and septic tanks 2. Inspect compressor 3. Inspect and take corrective action, if necessary: a] Media: If plugged, presure wash excess bacterial growth b] Sludge In BioCon: Pump BioCon tank with screen over pump hose as to 'not disturb media. c] Diffuser: replace If air pressure falls Maintenance will be performed by a State certified operation and maintenance inspector. There must be a contract between the home owner and the 0&M operator at all times to adhear to Massachusetts State law. Tank pumping is not included in the price and must be arranged by you or the 0&M inspector just prior to the scheduled maintenance appointment. Based on the inspection findings at the first scheduled maintenance, the actual pumping schedule may be modified by mutual consent and any changes will be reduced to writing. In the absence of a written modified maintenance schedule, the above schedule must continue to be performed by the buyer and 0&M inspector. For a period of 2 years, WANE will warrant the system and repair any malfunction, including parts and labor, at no Cost to you. The homeowner's responsibility during this period is to notify WANE of any failure. Failure to perform this item will void this warranty and result in you being billed for repair costs. This warranty also does not cover damage caused by unreasonable use or acts of God. THIS LIMITED WARRANTY IS IN LIEU OF ALL OTHER EXPRESS WARRANTIES. ANY IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, MERCHANTABILITY OR OTHERWISE, APPLICABLE TO THE SEWAGE TREATMENT SYSTEM SHALL BE LIMITED IN DURATION TO ONE YEAR. WASTEWATER ALTERNATIVES SHALL NOT BE LIABLE FOR ANY DIRECT OR INDIRECT, SPECIAL, INCIDENTAL,.OR CONSEQUENTIAL DAMAGES. NOR, SHALL WASTEWATER ALTERNATIVE'S LIABILITY UNDER THIS WARRANTY EXCEED THE PRICE PAID BY THE BUYER. PAYMENT Price per visit is $175.00 The price for inspecting the system for the first year: $350.00 This service contract must be renewed October 31, 2007 THIS PRICE IS VALID FOR 60 DAYS FROM THE DATE OF THIS DOCUMENT. DELIVERY WANE will have inspections on an automatic schedule, WANE will call one business day prior to performing inspections to notify the homeowner that we will be coming. THE CLEAN SOLUTION TM An Alternative Septic System WASTEWATER ALTERNATIVES OF NEW ENGLAND, LLC. 27 Kensington Road HAMPTON FALLS, NEW HAMPSHIRE 03844 It is important that WANE be able to coordinate with the homeowner, so we should be notified oL his/her telppho a number. RIGHTS TO DATA AND ACCESS TO THE SYSTEM WANE reserves the right of reasonable access to collect data, modify, maintain and repair THE CLEAN SOLUTION and its subsystems. WANE will retain all data collected and the rights to it. TRADE SECRETS THE CLEAN SOLUTION is the result of the expenditure of much effort and money. The design of the components and operational cycle are the intellectual property of WANE and may not be revealed without written permission. ACCEPTED: BUYER:_--- -- — -- -- .James Young 114 RAs Street North Andover, MA 01845 �l= r C SELLER: ____, _ Valls, NH Wastewat Alterna . Kensingto d Hampt3844 Wesley Brighton, President Date: October 31, 2006 THE CLEAN SOLUTIONT' An Alternative Septic System r 1 , A TRUE COPT" �� tkORTFI 0 ♦ • Q x " t S Ct#US���� PUBLIC HEALTH DEPARTMENT Community Development Division XT-[(F- -& U'/ �I ©(F CC)�V1�1'�IANC As of-. Aprif26, 2007 This is to cert that the individuaCsubsusface disposaCsystem received a SATIS-ACTOR`IXYPECTIOiV of the: Tuff Septic System Repair fey. John Soucy 114 9?fa Street XorthA.ndover, 911,4 01845 hie Issuance of this certcate shaCC not be construed as a guarantee that the system wiCC function,satisfactorily. i s /Su n T,Sawyer, ?E .S/ ,S Pu6[1.'c.VeaCth (Director 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 918.688.9540 fax 918.688.8416 Web www.townofnorthandover.com REC7ED TOWN OF NORTH ANDOVER NI.. , Office of COMMUNITY DEVELOPMENT AND SERVICES or° ���DEC HEALTH DEPARTMENT /6 0o 400 OSGOOD STREET .� - NORTH ANDOVER, MASSACHUSETTS 01845 S TOWN OF NORTH ANDOVER VSs^c�ws�� HEALTH DEPARTMENT 978.688.9540-Phone Susan Y.Sawyer,REHS/RS 978.688.8476-FAX Public Health Director E-MAIL:healthde t c townofnorthandover.com WEBSITE:hn://www.townofnorthandover.com TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM - INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System( ) constructed; (wired; by ,� (Print Name) located at 4 � { 1Vo• trC1Gb (Installation Address) was installed in conformance with the North Andover Board of Health approved plan,originally dated U L JC, 2C06nd last Revised on ",�- / ; 2ML4 ,with a design flow of SO gallons per day. The materials used were in conformance with those specified on the approved plan;the system was installed in accordance with the provisions of 310 CMR 15.000,Title 5 and local regulations,and the final grading agrees substantially with the approved plan. All work is accurately represented on the As-built which has been submitted to the Board of Health. Bed inspection date: 12--3-6(o E gineer Representative(Signature) And-Print Name Final inspection date: 12- I L Lo (o C_ C D Engineer Representative(Signature) And-Print Name ZInstaller: X, (Signature) Date: t 6 And-Print (r Engineer: (Signature) Date: /Z z-A C' C_ And OSy pa� JO And-Krint Name AS-BUILT CHECKLIST LOT NUMBER, STREET NAME ASSESSORS MAP &PARCEL NUMBER --'' LOT LINES & LOCATION OF DWELLINGS LOCATIONS &DIMENSIONS OF SYSTEM, TIES TO LOT LINES & DWELLING, WELLS ---a-. FROM SEPTIC TANK mob:FROM LEACH AREA LOCATIONS OF DEEP HOLES &PERC TESTS ELEVATIONS OF DISPOSAL SYSTEM TOP OF FDN ELEVATION LOCATIONS OF WELLS, DRAINS, WATERCOURSES WITHIN 150' OF SYSTEM LOCATION OF WATER, GAS;ELECTRIC_LINES,CABLE •DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK &D-BOX ORIGINAL STAMP& SIGNATURE IMPERVIOUS AREAS -DRIVEWAYS, ETC. NORTH ARROW LOCATION & ELEVATIONS OF BENCHMARK USED NORTH o r. A A_04A co—CHt 7 DgATED SACHUS PUBLIC HEALTH DEPARTMENT Community Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 114 Rea Street MAP: 98A LOT: 8 INSTALLER: John Soucy DESIGNER: NE Engineering PLAN DATE:6/13/06 BOH APPROVAL DATE ON PLAN: 10/25/06 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: 11/8/06 S. Sawyer DATE OF FINAL CONSTRUCTION INSPECTION: 12/1/06 DATE OF FINALRA N G DE INSPECTION: cllyvpa ` SITE CONDITIONS ® Existing septic tank properly abandoned I ® Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: SEPTIC TANK ❑ Bottom of tank hole has 6" stone base ® Weep hole plugged ® Tank has been installed ® Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ® Inlet tee installed, centered under access port ❑ Outlet tee (gas baffle or effluent filter) installed, centered under access port 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com NORTFM Of�S�eD .6gti0 O to N COCwc WRM`y7' Arav �9SSgcHuS���� PUBLIC HEALTH DEPARTMENT Community Development Division ® 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ® Hydraulic cement around inlet & outlet Comments: 2100 gallon "Clear Solution" tank Model 250 ST3. 12/1/06 Did not see bottom of hole, installer told to move forward hole caving in. PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ® Combo Tank installed ® Inlet tee installed, centered under access port ® Pump(s) installed on stable base ® Alarm float working ® Pump On/Off floats working ® Separate on/off floats ® Drain hole in pressure line ® 24" inch cover to within 6" of final grade installed over pump access port ® Water tightness of tank has been achieved Visual testing ® Hydraulic cement around inlet & outlet Comments: SOIL ABSORPTION SYSTEM (General) ® Bottom of SAS excavated down to 6 in into C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan ® 40 Mil HDPE barrier installed ❑ Retaining wall (boulder/concrete /timber/ block) ❑ Final cover as per plan 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com t%ORTW 3? �`.� "• a O� O !- 70 LA col— ktrs ACHUs���y PUBLIC HEALTH DEPARTMENT Community Development Division Comments: Retaining wall not yet built. Squirt test results showed 14"-18" squirt height. This is typically less than the recommended pressure suggested for keeping orifices clean. May need more than typical maintenance of the pressure distribution system. 1211/06 SOIL ABSORPTION SYSTEM (Gravel-less Chambers) ® Brand and Model of Chamber Infiltrator Quick 4 ® Number of chambers per row 8 ® Number of rows (trenches) 4 ❑ Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan Comments: CONTROL PANEL ® Alarm & Pump are on separate circuits ® Alarm sounds when float is tripped ® Location of control panel: in garage ❑ Rated for exterior if placed outside ® Alarm signal located inside Comments: i I 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com NoRrH oL A_ cocwcrcwrcK�' 7�g0 RAiED 7SSgcHusE PUBLIC HEALTH DEPARTMENT Community Development Division SYSTEM ELEVATIONS INVERT INFIELD PLAN INVERT ELEV. Benchmark 100.00 Building Sewer OUT 101.98 101.92 Septic Tank IN 100.56 101.50 Septic Tank/Pump 100.40 101.25 OUT Lateral 1 INV 103.65 103.64 Lateral 1 TOP Lateral 2 INV 103.64 103.64 Lateral 2 TOP Lateral 3 INV 103.63 103.64 Lateral 3 TOP Lateral 4 INV 103.64 103.64 Lateral 4 TOP 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com T%oRTH Q��,LED '6 3? 9�' 6 0 Z. O �+ o LAK. . COCNICNlWKK V �f,9A°q�rEo �Qa,�45 SSACHUsti PUBLIC HEALTH DEPARTMENT Community Development Division CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank SAS Sewer ® Property line 10 10 -- ® Cellar wall 10 20 -- ❑ Inground pool 10 20 -- ❑ Slab foundation 10 10 -- ® Deck,on footings, etc 5 10 -- ® Waterline 10 10 101 ❑ Private drinking well 75 1002 SO ❑ Irrigation well 75 100 ❑ Surface Water 25 50 ❑ Bordering Vegetated Wetland , Salt Marsh,Inland/Coastal Banka 75 100 ❑ Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ❑ Trib. to surface water supply 325 325 ❑ Public well 400 400 it ❑ Interim Wellhead Prot. Area I ❑ Reservoirs 400 400 '4 ❑ Drains(wat. supply/trib.) 50 100 ❑ Drains(intercept g.w.) 25 50 ❑ Drains(Other)Foundation 10(5) 20(10) ❑ Drywells 20 25 ' Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance(NA 5.02). s As defined in 310 CMR 10.55, 10.32, 10.54,and 10.30,respectively,pursuant to 15.211(3),also by NA wetland bylaws 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townotnorthandover.com i t f tAORTH '6q�0 �? �` �� " 6 OL Q s � 04 coc.ii�wK. 1 � �'SSAC HUS���� PUBLIC HEALTH DEPARTMENT Community Development Division John Soucy P.O. Box 4158 Andover, MA 01810 Re: 114 Rea Street May 1, 2007 Dear John, This letter is a follow up to our conversation in regards to a recent septic system installation at 114 Rea Street. The specific issue discussed was the proposed new building sewer that was shown on the Board of Health approved septic plan. After careful review of the events that occurred during installation the following facts were determined. 1) John Soucy was the licensed installer on this project 2) The approved septic plan showed that the existing building sewer was to be replaced with a new building sewer to accommodate the elevations proposed for the septic tank 3) The building sewer was located underneath an existing porch at the rear of the building 4) The engineer's final inspection notes show that the building sewer had been covered up prior to inspection and that there was no new elevation to show on the as-built plan 5) The installer admits that due to his experience with prior similar situations, assumptions were made that an installer could safely adjust the elevation of the septic/pump tank and maintain the use of the existing pipe to the house. In addition to reducing the difficulty to the installer, the intended result in this case was likely: avoiding disturbance to the porch and maintaining the integrity of the existing foundation. 6) Other results were; a new building sewer was not installed and the new tank was installed almost a foot lower than proposed. 7) This decision was made without the consultation of the engineer or the Health Staff. Such consultation would have provided the installer with new information on this subject and could have prevented this situation. The Installation Certification Form, signed by you, states that this stem was installed per the system approved plan. This statement was incorrect in respect to the above detailed issue. The Health Department has discussed the issue with Mr. Osgood, the engineer. He has determined that this 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com change will most likely have no negative effect on the function and longevity of the septic tank as this was a long standing practice until Title V changes in 2006;therefore this Department will order no corrective action. This correspondence serves as a warning. As indicated in all approval letters, installers and engineers must contact the Health Department if any significant changes to the plans are considered. Please note that the Health Department strives to provide all homeowners with a septic system that is in compliance with all regulations and assures protection of public health and the environment of North Andover. T, yer, REHS/RS Public Health Director Cc: Ben Osgood Jr.,NEES Installer Files 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com t �pORTH� O`tt�ao ,°a ti0 9 * „ M �9SS�1CHUg Health Department October 19,2006 Benjamin Osgood New England Engineering Services 1600 Osgood Street Building 20, Suite 2-64 North Andover,MA 01845 Re: Proposed On-Site Wastewater System Design for 114 Rea Street Map 98A Lot 8 Dear Mr.Osgood: The proposed on-site wastewater system design plan for the above site dated June 13,2006,revised September 1 l, 2006 and received by this office on September 20,2006 has been reviewed. Unfortunately,the plans cannot be approved as submitted. The following items are in need of attention prior to approval,with the section of Title 5 (310,CMR 15.000)or North Andover(NA)regulation noted: �1. Please show the waterline location which services the house—310 CMR 15.220. f2. Please include a note on the plan stating that sewer line is to be laid on continuous grade in a straight line and on a compact firm base—310 CMR 15.222 Please include buoyancy calculations for the tanks—310 CMR 15.221(8) L--47 Please provide the elevation for the percolation test—NA 8.02n Please revise note 1 on Pump Notes to remove references to a 1000 gallon pump chamber,unless one is to be provided L-�6. Please note that all excavation extends 6"into natural soil—NA 9.02 7. Please provide a draft operation and maintenance agreement and a draft notice of deed recording(final copies will need to be signed and recorded prior to issuance of a Disposal Systems Construction Permit)— see approval letter to Wastewater Alternatives of New England, LLC Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system em which will be in compliance with all regulations and assure protection of public health and the environment of Andover. I YusanSinc wyer. Public Health Director cc: Homeowner CD&S Dir. File 1600 Osgood Street HEALTH DEPARTMENT Building 20;Suite 2-36 E-Mail: heaithdept@townofnorthandover.com Page 1 of 1 North Andover,MA 01845 Phone:978.688.9540 Fax:978.688.8476 M 1 TOWN OF NORTH ANDOVER E,FORTH Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT IL 1600 AO0 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 �'ss�cNut� Susan Y.Sawyer,REHS/RS 978.688.9540—Phone978.688.8476—FAX Public Health Director E-MAIL:healthdept@_townofnorthandover.com WEBSITE:hU://www.townofnorthandover.com SEPTIC PLAN SUBMITTAL FORM RECEIVE® Date of Submission: �(p, SEP 2 0 2006 Site Location: TOWN OF NORTH ANDOVER HEALTH DEPARTMENT Engineer: h, ti` C 6: C/0Vd if, C New Plans? Yes 5/Plan Check# (includes 1St submission and one re- review only) Revised Plans? Yes $75/Plan Check# Site Evaluation Forms Included? Yes L-_ No Local Upgrade Form Included? Yes No Telephone#:__ �''� -"/�(o Fax#: c)�f 72 E-mail: Homeowner / Name: --T, )V— OFFICE USE ONLY When the submission is complete (including check): ➢ Date stamp plans and letter ➢ -"","—Complete ` Complete and attach Receipt Copy File;Forward to Consultant ➢ Enter on Lo Sheet t and Database � I' T NEw 1ENGLoD IENGI MG SERVICF-S, 1INC. 1600 Osgood Street Building 20 Suite 2-64 North Andover, MA 01845 Tlel: (978) 686-1768 • Fax: (978) 327-6138 September 18, 2006 Project# 1191 Mrs. Susan Sawyer North Andover Board of Health 400 Osgood Street ' North Andover, MA 01845 SEP 2 0 2006 TOWN OF NORTH ANDOVER Re: 114 Rea Street,No.Andover, MA HEALTH DEPARTMENT Local Upgrade Approval Request Dear Ms. Sawyer, The purpose of this letter is to request that the above referenced property be included in the upcoming Board of Health meeting agenda to discuss the following Local upgrade approval request: Local Upgrade Approvals Required: 1. Reduction in offset distance between the estimated seasonal high groundwater and the septic tank invert from 12" required by Title 5, Section 15.227(5)to 6". 2. Reduction in offset distance leach area and a foundation from 20 feet required by Title 5, Section 15.211(1)to 12 feet. If you have any comments or questions please do not hesitate to contact this office. Sincerely, Benjamin C. Osgood, Jr. P.E. President r NEw ENGuND ENGINE ERING SERVICES, INC. 1600 Osgood Street Building 20 Suite 2-64 North Andover, MA 01845 Tel: (978) 686-1768 • Fax: (978) 327-6138 September 18, 2006 Project# 1191 Mrs. Susan Sawyer North Andover Board of Health 400 Osgood Street North Andover, MA 01845 Re: 114 Rea Street, No.Andover,MA Local Bylaw Variance Request Dear Ms. Sawyer, The purpose of this letter is to request that the above referenced property be included in the upcoming Board of Health meeting agenda to discuss the following Local Bylaw Variance request: Local Bylaw Variance Request: 1. Reduction in offset distance between a leach are and a wetland from 100 feet required to 87 feet. 2. Reduction in offset distance between a septic system tank and a wetland from 75 feet required to 71 feet. If you have any comments or questions please do not hesitate to contact this office. Sincerely, C Benjam2C. Osgood, Jr. .E. President TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES ��•`•,t ° HEALTH DEPARTMENT 400 OSGOOD STREET ' '�e, mux:... •�+ NORTH ANDOVER,MASSACHUSETTS 01845 �'arc"Hu'S 978.688.9540-Phone Susan Y.Sawyer,REHS/RS 978.688.8476—FAX Pubic Health Director E-MAIL:)ieafthdept n townofnorthandover.com WEBSITE:hgp:t/www.towiiofnorthandover.com SEPTIC PLAN SUBMITTAL FORM REGOVED Date of Submission: /4 kln C, . JUN 15 2006 Site Location: , TOWNU-' tvc �t'f H ANDOVER HEALTH DEPAF21'tvI Engineer: • .. �. New Plans? Yes_$225/Plan Check# (includes 1st submission and one re- review only) Revised Plans? Yes $75/Plan Check# Site Evaluation Forms Included? Yes V_' No Local Upgrade.Form Included? Yes No Telephone#:_q 7k - (O—/74 g Fax#•– E-mail: 42CS, JA, Homeowner �l Name: OFFICE USE ONLY When the submission is complete(including check): ➢ -,/ . Date stamp plans and letter 9Complete and attach Receipt ➢ Copy File;Forward to Consultant ➢ Enter on Log Sheet and Database NEw ENGLANDENGINEEMG SERVICES, INC. 1600 Osgood Street Building 20 Suite 2-64 North Andover, MA 01845 7k1: (978) 686-1768 0 Fax: (978) 327-6138 June 13, 2006 Project# 1191 Mrs. Susan Sawyer §-LVED North Andover Board of Health 1600 Osgood Street JUN 15 2006 North Andover, MA 01845 T0VV OF, TH HEALTH L� f'A ANC7UVE Ei RTMENT Re: 114 Rea Street, North Andover,MA Septic System Design Dear Mrs. Sawyer, The following plans and enclosures for the above referenced property are being submitted for approval. 1. (5) Copies of the Septic System Design Plans. 2. (2) Copies of the Form 11 Soil Evaluator Sheets. 3. (2) Copies of the Textural Analysis Report 4. (2) Copies of the Form 9A—Application for Local Upgrade Approval 5. (1)Letter requesting for a Local Upgrade Approval and request to be heard at the Board of Health Meeting 6. (1) Copy of the Septic Plan Submittal Form. 7. Check for plan review fee. If you have any comments or questions please do not hesitate to contact this office. Sincerely, Benjamin C. Osgood, Jr. P.E. President IkBuilding NEw ENGLANDIENG�]E�I[I�G SERVICES, INC. 00 Osgood Street 20 Suite 2-64 North Andover, MA 01845 Til'1: (978) 686-1768 • Fax: (978) 327-6138 June 13, 2006 Project# 1191 Mrs. Susan Sawyer North Andover Board of Health 400 Osgood Streete. EED North Andover, MA 01845 ' RE i JUN 15 2006 Re: 114 Rea Street, No.Andover,MA TOWN OF NORTH ANDOVER Local Upgrade Approval Request HEALTH DEPARTMENT Dear Ms. Sawyer, The purpose of this letter is to request that the above referenced property be included in the upcoming Board of Health meeting agenda to discuss the following Local upgrade approval request: Local Upgrade Approvals Required: 1. Allow the use of a sieve analysis to determine loading rate in lieu of performing a percolation test. Title 5, section 15.405(1). 2. Reduction in offset distance between the estimated seasonal high groundwater and the septic tank invert from 12" required by Title 5, Section 15.227(5)to 6". 3. Reduction in offset distance between leach area and a property line from 10 feet required by Title 5, Section 15.211(1)to 6 feet. 4. Reduction in offset distance leach area and a foundation from 20 feet required by Title 5, Section 15.211(1)to 15 feet. If you have any comments or questions please do not hesitate to contact this office. Sincerely, A Benjamin C. Osgood, J . P.E. President • ' E a10RTi� O p 9 ,$S1CHU`�E'( Health Department June 30, 2006 Lester Young 114 Rea Street North Andover, MA 01845 RE: Wastewater System Plan for 114 Rea Street, Map 98A, Lot 8 Dear Mr. Young, The North Andover Board of Health has completed review of the onsite wastewater treatment and dispersal system design plans for the above referenced property submitted on your behalf by New England Engineering Services dated June 13, 2006 and received by this office on June 15, 2006. The design has been approved for use in the construction of a replacement onsite wastewater system. This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance must be endorsed by the installer, designer and the Town of North Andover. The time period for which this plan is valid is reduced to two years from the date of an inspection of the current wastewater system which did not meet the acceptable criteria in the state regulations. The time period for which this plan is valid may be reduced by the North Andover Board of Health in the event an imminent health problem such as sewage backup into the dwelling is occurring. This approval is subject to the following conditions: 1. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit (310 CMR 15.020(1)). 2. It is the responsibility of the applicant and/or the applicant's designer, installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. 1600 Osgood Street HEALTH DEPARTMENT Page 1 of 1 Building 20;Suite 2-36 E-Mail: healthdept@townofnorthandover.com North Andover,MA 01845 Phone:978.688.9540 Fax:978.688.8476 • 3. An operation and maintenance agreement for the wastewater treatment and dispersal system will need to be provided prior to issuance of a disposal systems construction permit. This agreement will need to be for a minimum of a two year period. The system itself must be under a maintenance agreement for the entire period of its usage until replaced or abandoned. 4. The plan does not call for installation of a primary(septic)tank effluent filter but one is recommended. Please be advised that only certain brands of filters are permitted for use in Massachusetts and each is required to follow certain approval criteria. Your designer or installer should work with you to assure a licensed brand is selected for use, if you choose to install one. Your effort to provide a properly functioning onsite wastewater treatment and dispersal system for your property is greatly appreciated. The Health Department may be reached at 978-688- 9540 with any questions you might have. Sincere],,, usan Y. Sawyer, REHS/RS Public Health Director encl: List of licensed installers cc: New England Engineering Services file NEw ENGLAND ENGINE Elf G SERVICES, INC. 1600 Osgood Street Building 20 Suite 2-64 North Andover, MA 01845 TIDI: (978) 686-1768 • Fax: (978) 327-6138 Benjamin C. Osgood, Jr., P.E. President October 24, 2006 Susan Sawyer North Andover Board of Health RECEIVED 1600 Osgood Street North Andover, MA 01845 OCT 2 4 2006 TOWN OF NORTH ANDOVER j HEALTH DEPARTMENT Re: 114 Rea Street,North Andover Revised plans Dear Susan: Enclosed are three copies of revised septic system design plans for the above referenced property. The following changes were made to address the comments in your letter dated October 19, 2006. 1. The water line location has been added to the plans. 2. The note regarding the compact firm base has been added to the plans. 3. Buoyancy calculations have been added to the plans. 4. The perc.test elevation has been added to the plans. 5. The excavation note has been revised. 6. A draft maintenance agreement is enclosed. I would request that the plans be approved subject to the submittal of an acceptable notice of deed recording being submitted prior to the issuance of a disposal works construction permit. If you have any questions,or need additional information,please do not hesitate to contact this office. Sincerely, C0/.E.Benja z. Osgood, Jr., President { Ilk rMassachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 Ll DEP Approved Inspection and O&M Form for Title 5 1/A Treatment and Disposal Systems A. Installation R�� IVEO Important:When Rya wan filling out forms Owne ©L - R• on the computer, 1, use only the tab 114 Rae Street key to move your Facility Street Address TH/�ND4VE cursor-do not North Andover use the return 01845 HEALTH pEpARp►v1ENT R key. city Zip VQ Mailing address of owner, if different: Street Address/PO Box: City State Zip ( ) - ext. Telephone Number B. Authorized Service Provider Scott Kraihanzel O&M Firm — - 5 Susan Carsley Way Street Address Sandwich MA 02563 City State Zip (508)681 -8323 ext Telephone Number Scott Kraihanzel 12580 Certified Operator Name Certification Number C. Facility/System Information Clean Solution _ DEP ID Manufacturer ID Model Number _— Installation Date Start of Operation Approval Type: ❑ General ❑ Provisional ❑ Piloting ® Remedial Seasonal Residence—used less than 6 mo./year: ❑ Yes ® No D. Operating Information 4/25/2009 "� 11/3/2008 Inspection Date Previous Inspection Date -" Sludge Depth(to be checked yearly) Pumping Recommended ❑ Yes ® No t5aiom.doc-rev. 11-07-05 Page 1 of 3 t Massachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 Ll DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems E. Field Testing Field Inspection: Color: ❑ gray ❑ brown ® clear ❑turbid ❑ Other(specify): Odor: ® musty ❑ earthy ❑ moldy ❑ offensive ❑ turbid Effluent Solids: ❑ no ❑ some 6.8 SU2.1 mg/L 8 NTU pH 6 to 9 DO 2 or greater Turbidity 40 or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information Samples Taken: ❑ Influent ❑ Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled: ❑ pH ❑ BOD ❑ CBOD ❑ TSS ❑TN ❑ Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance Description of any maintenance performed since previous inspection&during this inspection: Notes and Comments: System is operating as designed. Even pattern of-growth throughout reactor. t5aiom.doc•rev.11-07-05 Page 2 of 3 t LlMassachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted the required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified o erator in accordance with 257 CMR 2.00. 4/25/2009 Operator gna ure Date -- System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 31st of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 31th of each year for the previous 12 months General Use—by September 3&of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 5t Floor Boston, MA 02108 t5aiom.doc•rev.11-07-05 Page 3 of 3 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 DEP Approved Inspection and O&M Form for Title 51/A Treatment and Disposal Systems ,,,,,, RECEIVED A. Installation Important:When Ran w r � ��0 L filling outforms Owner on the computer, �` TOWN OF NORTH ANDOVER use only the tab 114 Rae Street HEALTH DEPARTMENT key to move you Facility Street Address cursor-do not North Andover 01845 use the return key. city Zip VQ Mailing address of owner, if different: „ Street Address/PO Box: City State Zip ( ) - ext. Telephone Number B. Authorized Service Provider Scott Kraihanzel 08M Finn - 5 Susan Carsley Way Street Address Sandwich MA 02563 City State Zip (508)681 -8323 ext. Telephone Number Scott Kraihanzel 12580 Certified Operator Name Certification Number C. Facility/System Information Clean Solution _ DEP ID Manufacturer ID Model Number Installation Date Start of Operation Approval Type: ❑ General ❑ Provisional ❑ Piloting ® Remedial Seasonal,-Residence—used less than 6 mo./year: ❑ Yes ® No D. Operating Information 10/11/2009 ✓ 4/25/2009 Inspection Date Previous Inspection Date Sludge checked in April Pumping Recommended ® No Sludge Depth(to be checked yearly) P 9 ❑ Yes t5aiom.doc•rev.11-07-05 Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems E. Field Testing Field Inspection: Color: ❑ gray ❑ brown ® clear ❑ turbid ❑ Other(specify): Odor: ® musty ❑ earthy ❑ moldy ❑ offensive ❑ turbid Effluent Solids: ❑ no ❑ some pH 6.5 SU DO 2.0 mg/L Turbidity 10 NTU 6 to 9 2 or greater 40 or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information Samples Taken: ❑ Influent ❑ Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled: ❑ pH ❑ BOD ❑ CBOD ❑ TSS ❑TN ❑ Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance Description of any maintenance performed since previous inspection &during this inspection: Notes and Comments: System is operating as designed. t5aiom.doc-rev.11-07-05 Page 2 of 3 'Lll� Massachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 DEP Approved Inspection and O&M Form for Title 51/A Treatment and Disposal Systems H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted the required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. 10/11/2009 Operator Signatur Date -- System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 31st of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 31th of each year for the previous 12 months General Use—by September 30th of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 5t Floor Boston, MA 02108 t5aiom.doc•rev.11-07-05 Page 3 of 3 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems A. Installation RECEIVED Important: Mr. Ryan Hwang When filling out Owner forms on the FEB 3 2009 computer,use 114 Rea Street only the tab key Facility Street Address TOWN OF NORTH ANDOVE to move your North Andover 01845 HEALTH DEPARTMENT cursor-do not use the return city Zip key. Mailing address of owner, if different: -I� Street Address/PO Box: city State Zip ( ) - ext. Telephone Number B. Authorized Service Provider Wastewater Alternatives of New England, LLC. O&M Finn 27 Kensington Road Street Address Hampton Falls NH 03844 city State Zip (603)926-9053 ext. Telephone Number Scott Kraihanzel 12580 Certified Operator Name Certification Number C. Facility/System Information i The Clean Solution DEP ID Manufacturer ID Model Number Installation Date Start of Operation Approval Type: ❑ General ❑ Provisional ❑ Piloting ® Remedial Seasonal Residence—used less than 6 mo./year: ❑ Yes ® No D. Operating Information 11/2/2008 NA Inspection Date Previous Inspection Date NA Pumping Recommended El Yes ® No Sludge Depth(to be checked yearly) t5aiom.doc•rev.11-07-05 Page 1 of 3 Massachusetts Department of Environmental Protection a Bureau of Resource Protection -Title 5 DEP Approved Inspection and O&M For o I.VA Treatment and Disposal Systems FEB 9 2009 H. Certification TOWN OF NORTH HNuov6R H ARNT I certify: I have inspected the sewage treatment and disposal syste 1w cxuumaQAI.TM T e conducted the required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. 11/2/2008 Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 31st of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 31t of each year for the previous 12 months General Use—by September 30th of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6 Floor Boston, MA 02108 t5aiom.doc-rev.11-07-05 Page 3 of 3 Commonwealth of Massachusetts Map-Block-Lot 98A- -8 Board of Health -- ------------------- Permit No North Andover BHP-2006-0721 P.I. FEE — sSACKU F.I. $250.00 ------ --- --------- Disposal Works Construction Permit Permission is hereby granted John Soucy_ _ ---------------------------------------------------------------------------- to(Repair)an Individual Sewage Disposal System. at No 114 REA STREET - --------------------------- --------------------------------- ----------------------------------- --------------- as shown on the application for Disposal Works Construction Permit No. BHP-2006-072 Dated October 27,2006 -- Issued OOct-27-2006 --"------------------------------- --------- -- Board of Health OaaOpTN y Applicab�.:Jn for Septic Disposal Svstem 10•-3l;-11 0(_ ,s ,s etio • �a �� s Lp Construction Permit — TOWN OF TODAY'S DATE At $ 250.00—Full Repair ��.o,,•,o.•• �g ORTH ANDOVER, MA 01845 $125.00 -Component ,ss^CNUS�� Important: Application is hereby made for a permit to: When filling out ❑ C nstruct a new on-site sewage disposal system* forms on the computer,use Repair or replace an existing on-site sewage disposal system* only the tab key to move your ❑ Repair or replace an existing system component—What? cursor-do not use the return key. A. Facility Information VtLA Address or Lot# Alp City/Town 2.- *TYPE OF SEPTIC SYSTEM*: [Pump ❑ Gravity (choose one) ***If pump system, attach copy of electrical permit to application*** ❑ Conventional System (pipe and stone system) ❑ Infiltrator or Biodiffuser(Gravel-Less) (Attach a copy of your certification to install this type of system. ❑ Pressure Distribution S.A.S. (No D-Box) (Attach Draft Maintenance Agreement) ❑ Pressure Dosed (D-Box Present)S.A.S. 2. Owner Information Name G p Address(if different from above) City/Town � State q Zip Code Telephone Number 3. Installer Information Name Name of Com any Address AA!90V Z _� City/Town C State Zip Code T ephone Numbe Cell Phone#if possible ease)) 4. Designer Information �'03� /� • �� J S Name Name of Company Address G4 City/Town State Zip Code f `7 Teephone N ber(Best#to Reach) Application for Disposal System Construction Permit•Page 1 of 2 i °F VON Application for Septic Disposal System,,`` t�ao ie,ti 'Iii �V 3? �:`° ^°°� TODAY'S DA E ° : Construction Permit - TOWN OF $ 250.00-Full Repair �9ss�CNUS t� ORTH ANDOVER, MA 01845 $125.00 -Component PAGE 2OF2 A. Facility Information continued.... 5. Type of Building: Residential Dwelling or❑Commercial B. Agreement The undersigned agrees to ensure the construction and maintenance of the afore-described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of North Andover, and not to place the system in operation until a Certificate of Compliance has been iss by this Board of Health. &P.- Na6e Date Application Approved By: (Board of Health Representative) Name Date Application Disapproved for'the following reasons: For Office Use Only: L Fee Attached? Yes vl No 2. Project Manager Obligation Form Attached. Yes No 3. Pump System? If so,Attach copy ofElectrrcal Permit Yes No d, 4. Foundation As-Built?(new construction ronly): Yes No (Same scale as approved plan) 5. Floor Plans?(new construction only): Ye No Application for Disposal System Construction Permit-Page 2 of 2 SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: //I-( Ra.&- 1541 (Address of septic system) For plans by (Enginee Relative to the application of a h� SC (Installer's name) And dated ( .— m 0 (p, ngina ate Dated 1 L9..-V_0 P o ay s ate With revisions dated 4, (Last revised date) I understand the following obligations for management of this project: 1. As the installer, I am obligated to obtain all permits and Board of Health approved plans prior to performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer, I must call for any and all inspections. If homeowner, contractor,project manager, or any other person not associated with my company schedules an inspection and the system is not ready, then item three shall be applicable. 3. As the installer, I am required to have the necessary work completed prior to the applicable inspections as indicated below. I understand that requesting an inspection,without completion of the items in accordance with Title 5 and the Board of Health Regulations may result in a$50.00 fine being levied against me and/or my company. a. Bottom of Bed—Generally, this is the first (1'� inspection unless there is a retaining wall,which should be done first. The installer must request the inspection but does not have to be present. b. Final Construction Inspection—Engineer must first do their inspection for elevations, ties, etc. As-built of verbal OK (or e-mail to: healthdept&townofnorthandover.com) from the engineer must be submitted to the Board of Health, after which installer calls for an inspection time. Installer must be present for this inspection. With a pump system, all electrical work must be ready and able to cause pump to work and alarm to function. c. Final Grade—Installer must request inspection when all grading is complete. Installer does not have to be on-site. 4. As the installer, I understand that only I may perform the work (other than simple excavation)and I am required to complete the installation of the system identified in the attached application for installation. I further understand that work done by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the system and/or revocation or suspension of my license to operate in the Town of North Andover, significant fines to all persons involved are also possible. 5. As the installer, I understand that I must be on-site during the performance of the following construction steps: a. Determination that the proper elevation of the excavation has been reached. b. Inspection of the sand and stone to be used. c. Final inspection by Board ofHealth staff or consultant. d. Installation of tank, D-Box,pipes, stone, vent,pump chamber, retaining wall and other components. 6. As the installer, I understand that I am solely responsible for the installation of the system as per the approved plans. No instructions by the homeowner, 0eneral contractor, or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer: oday's Date) a ' try L'L pu �N400V ame—Print) am — i e Permit No. 7 B 2--:7 Department of Fare Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 9/05] (leaveblank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Cod EC),527 CNIR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: City or Town of: & To the Inspector of Wires: By this application the undersigned gives notice 9;his or her intention to perform the electrical work described below. Location (Street S Number) //</</ dGA 4�j. Owner or Tenant :/.rn you.06j Telephone No. Owner's Address �9j11"G Is this permit in conjution with a building permit? Yes F] No E+-*-- (Check Appropriate Box) Purpose of Building J-el L di Utility Authorization No. Existing Service 01-V Amps ;;?�/&c) Volts Overhead [�r Undgrd ❑ No.of Meters j New Service Amps / Volts Overhead ❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: tom►<A��z �, ,�, ,� Completion of the following table may be waiver.by the Inspector o Wires. �. -� .�;< :�str�.?: ';'F, ;�M--••�� No.of Total Transformers KVA Generators KVA ��i -p o.o Emergency ig i g Date .......:. ... ...........��... Battery Units f NOR7F, FIRE ALARMS No of Zones 3+°•':``°{' oma TOWN OF NORTH ANDOVER No.of Detection an Initiating Devi es PERMIT FORWIRING • l • No.of Alerting vices °=�=� ''•' No.of Self-Co ained CHUS� ' Detection/Ale iDg Devices Local❑ M icipal ❑ Other C lmectron This certifies that ......(Q...ti L Security stems:* ..../.t�4 ................ ................................ No. evices or Equivalent has Permission torform 'E' .�2. ....F drr� Data tring: ' "" ••••••..................•••••.•••• [ N .of Devices or Equivalent wiring in the building of.,T/..!�:► Q o•7 Tele. ommunications Wiring: ! No.of Devices or Equivalent .......................... No. ....................... .North Andover,Mass. Tee ,- J............ LIC.NO. �R1 desired,or as required by the Inspector of Wires. .. .................. ipal policy.) Check # �.—(�-- ELECTRICAL INSP R • �� 7 O C Rule 10,and upon completion. I rmance of electrical work may issue unless 7027 overage or its substantial equivalent. The to the permit issuing office. CHECK ONE: INSURANCE LS BOND U UIHhK LJ topeciiy.) I certify, under the pai sand penalties of perjury,that the information on this application is true and complete. FIRM NAME: LIC.NO.: G/ S — Licensee: �� d•�dC� Signature LIC.NO.- 2�'S (If applicable,enter "exempt"in he license number line.) Bus.Tel.No._ Address: ��1�� O" ' A e0 Alt.Tel.No.: *Security System Contractor License required for this work; if app cable,enter the license number here: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one) ❑ owner ❑ owner's aggdt. Owner/Agent PERMIT FEE: $ Signature Telephone No. Date NORTH TOWN OF NORTH ANDOVER 0 Ip PERMIT FOR WIRING SACHU This certifies that ...... ............. ................................ has permission to perform ......Se ....dll.��ITY• O.................................. wiring in the building of.,Xk!n-- — ............................................ 7 ......................... .North Andover,Mass. at......../. Fee.../_ ......... Lic.No.a?.3,63.......................................(.19.............. ELECTRICAL INSPECTOR Check # 7027 _. ___. ____ •.� �.... ..��..arr..r i hVL VL/ VJ TOWN OF NOR'T'H ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES o•,�TN'• A HEALTH DEPARTMENT 400 OSGOOD STRGET NORTH ANDOVER,MASSACHUSETTS 01845 'Susan Y.Sawyer,RENS,RS 978.688.9540–Phone Public Health Director 978.688.8476--FAX . �ealthd townofnorthandovcr www,townofnorthandover.com APPLICATION FOR SOIL TESTS DATE: 7— MAP&PARCEL: LOCATION OF SOIL TESTS: OWNER.— � Contm#: APPLICANT: t, jP Contact#: ADDRESS ENGINEER: (�. ©S 00 T Contact#: !�� (per ' •� 17� CERTIFIED SOIL EVALUATOR: n Intended Use of Land: Residential Subdivision ' Single Family H Commercial s is: Repair'Tesbiag:—VZ Undeveloped Lat Testeng:_ Upgrade for Addition: lfn the Lako'Cochichewick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED WITH Tf US FORINT > Proof of land ownership(Tax bill,or letter from owner permitting test) D is x. "PM via" , cadlon of n lease bulieate teat it tees on the l > Fee of$425.00 per lot for 1jew construction. 'This covers the minimum two deep holes and two parcohdon tests required for each disposal area, FCC of$360.80 per lot for repairs or uuarades. GENERAL INFORMATION D Only Certified Soil Evaluators MAY perforin deep hole inspections: D Only Mass.Registered Sanitarians and Professional Engineers can design septic plans, D At_least two deep holes and two percolation tests are required for each'septic system disposal area. > Repairs require at least two deep holes and at least one percolation test,at the discretion of die BOH representative. > Full payment will be requited for all additional tests within two weeks of testing. > Within 45 days of testing,a scaled plan(no smaller than 1,"-I Do,)shall be submitted to the Board of Health the location of all tests(including aborted tests); > Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Linc N.rt.Conamatlon Commission ;alP�q Signature of Conservation Agent: Bate back to Health Department:(stamp in): r ��° 8c�0°8888 d U'��ado��► . ,I s September 10, 1960 Miss Mary Sheridan R. N. Health Agent Board of Health North Andover, Mass. Dear Miss Sheridans An examination was made as requested in order to determine the suitability of the soil for the subsurface disposal of sewage on the proposed Rea Street building site of Sherwood Homes, Inc. (Lot #14) The land in general is high. The subsoil in the area was of clay content and a 7-minute percolation test was conducted. It is recommended that a 1,000 gallon concrete septic tank be installed together with 200 lineal feet of drain pipe. Very truly yours, William J. scop WJDthd BOARD OF HEALTH TOWN OF NORTH AIMOVER, MSS. r i 1. NAP;IE . '. • . . DATE . �. 2. ADDRESS �` ': .~'�': . . . LOT N0. TEL. 3. NO, OF BEDROOMS DEN YES .��. NO.. 4. GARBAGE GRINDER YES NO.. 5. SHOW DI'M0TSIONS OF HOUSE 6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES 7, SHOW DDAENSIOM OF LUT S. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL 9, NOTE LOCATION AND DISTANCE OF WELL FROM SMVERAGE SYSTEM 10. SHOW LOCATION CF BROOKS, STREAIVS- 0 DITCHES, LEDGE OUTCROP, ETC. 11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE NOPEs LOCAL REGULATIONS SHOULD EE READ CAREFULLY. APPLICATION FOR SEWAGE DISPOSAL I16TALIATION HEALTH DEPA RTMNT - NORTH ANDOVER, MSS. I hereby make application for a permit for a sewage disposal installation at 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 116 until 10 feet pre- ceding the septic tank, where the grade shall not exceed 2%. I will install a con- crete septic tank of I &i" 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 ?=g= 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 from clogging and before filling the trench, 2 inches of gravel or stone 1/8" to 1/4" (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 the 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 � 5na re of Appli�an I hereby issue the above permit for theme and of He h of the Town of North Andover, Massachusetts. DA, ignature of Health Agent I have inspected the uncovered system indicated above and find everything done as des c DATE A Signature of Ins ec ing Officer Percolation Test i Garbage Grinder t � E f t Lu t o e` o t atv _q, , C� 2,o; :,