Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Miscellaneous - 755 WINTER STREET 4/30/2018 (2)
� � N cn g� Z m N cn 7 m m m o -' I. North Andover Board of Assessors Public Access 11, h . `. a ,koRYy dF1".-itio �$ .:.,. of h � q r . Qn[HUS Return to the Home page click on logo New Search Sales Summary Residence Detached Structure rom mercial parable Sales Q 4 < < I t Town of Worth A 4lovef Uoar of Assessors Parcel ID: 210/104.13-0152-0000.0 Page 1 of 1 Property Record Card Community: North Andover SKETCH PHOTO Click on Sketch to Enlarge No F I'Etre, vall bI L cation: 755 WINTER STREET wner Name: GILMORE, JAMES BRADFORD ROBERTA B GILMORE caner Address: 755 WINTER STREET City: NORTH ANDOVER State: MA ZIP: 01845 ighborhood: 6 - 6 Land Area: 1.1 acres se Code: 101 - SNGL-FAM-RES Total Finished Area: 2177 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 533,800 491,200 Building Value: 302,100 280,800 Land Value: 231,700 210,400 Market Land Value: 231,700 Chapter Land Value: LATESTSALE Sale Price: 235,000 Sale Date: 03/29/1992 Arms Length Sale Code: Y -YES -VALID Grantor: MERLI, KEVIN Cert Doc: Book: 03430 Page: 0273 http://csc-ma.us/NandoverPubAcc/j sp/Home.j sp?Page=3&Linkld=990096 7/10/2007 NORTFf OF�t�IED �6q� : OO 0 ~ i- 7D \D4 coc.i KI 1' 7A A�RATeG APP,i'��/ PUBLIC HEALTH DEPARTMENT (ommunity Development Division CE127IFIC.fZ`� OE CO�I�GIA9VC�E As of: .August 29, 2008 This is to cert that the individual subsurface disposal system received a. SfATISEACTORT INS(PEC'TION of the: FudSeptic System Repair Oy. ,ion Whyman At: 75.5 Winter Street ,Tap 104.B; (Parcell S2 North Andover, 911A 01845 The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. Susan . Sawyer Public Ylealth Director 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: r Tuesday, June 23, 2009 3:45 PM To: 'happygilmoresmom@hotmail.com' Cc: Wedge, Donna; Hughes, Jennifer Subject: Info. Request - Septic - 755 Winter Street - COC & Certification Form Attachments: SKMBT_60009062315320.pdf To: Roberta Gilmore Roberta, Here is your COC and Certification form from the Health Dept. Donna in Conservation brought your file to my attention today, as she said that you called her department looking for a certificate of compliance. She does not have anything for you, so she thought you were looking for something else from another department. Please call with any questions. Pamela DelleChiaie Health Department Assistant TOWN OF NORTH ANDOVER Health Department 1600 Osgood Street Building 20; Suite 2-36 North Andover, MA 01845 978.688.9540 - Phone 978.688.8476 - Fax pdellechiaie@townofnorthandover.com - E-mail http://www.townofnorthandover.com - Website Notes: If copied to BOH Members - Reference Copy Only - no response requested at this time From: noreply@townofnorthandover.com [mailto:noreply@townofnorthandover.com] Sent: Tuesday, June 23, 2009 4:33 PM To: DelleChiaie, Pamela Subject: Septic - 755 Winter Street - COC & Certification Form Tracking: µORT►I 04�•�yo ��,'�p FO. b +► e� ,F i SSALNU�� PUBLIC HEALTH DEPARTMENT Community Development Division TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM — INSTALLATION CERTWICATI0 The undersigned hereby certify that the Sewage Disposal System ( ) constructed; ( repaired; By: t .) d A \_� VN - (Print Name) Located at: 9 (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan, originally dated Z D and last revised on 13 % , with a design flow of qq0' 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. Bottom of Bed Inspection Date: l LO'T Enggr Representative (Signature) sCie , And — Print Name Final Construction Inspection Date: IP— Representative (Signature) And — Print Installer: (Signature) Date: ®<? d —Name Enginer: (Signature) Date: _...PZ0j7& And — Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978,688,9540 Fax 978.688.8476 Web http://www.townofnorthandover.com i .� i .-, � .v, t F :r aL'� � t.i'd. r. >. .. .. .+ � f Page 1 of 1 Attachments can contain viruses that may harm your computer. Attachments may not display correctly. DelleChiaie Pamela From: Randy Burley [rburley@millriverconsulting.com] Sent: Fri 5/23/2008 10:59 AM To: 'Daniel Ottenheimer'; dobrzut@millriverconsulting.com; Grant, Michele; 'Marianne Peters'; DelleChiaie, Pamela; Sawyer, Susan Cc: Subject: 755 Winter St. Attachments: D Construction Inspection Form 10 07.doc 178KB Please find attached the construction inspection form for 755 Winter Street. The elevations in the leaching area were higher than specified, but this is not a problem, actually everything else seemed to be okay, Please feel free to contact me with any questions you may have. >Mill River consuitin Randy Burley, Project Manager Mill River Consulting, Inc. On -Site Wastewater Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsultincom rburley_@millriverconsulting.com http://exchange2003/exchange/pdellechiaie/Inbox/755%2OWinter%2OSt..EML?Cm... 5/27/2008 E O Fw 70 COCNItwt Kw PUBLIC HEALTH DEPARTMENT Community Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 755 Winter St. INSTALLER: Jon Wyman DESIGNER: Joe Serwatka MAP: 104B LOT: 152 PLAN DATE: 10/20/07 rev. thru 4/23/08 BOH APPROVAL DATE ON PLAN: 4/25/08 INSPECTIONS TANK INSPECTION: ) �j DATE OF BED BOTTOM INSPECTION: q j jq I 0 DATE OF FINAL CONSTRUCTION INSPECTION: 5/20/08 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ❑ Existing septic tank properly abandoned ❑ Internal plumbing all to one building sewer ❑ Topography not appreciably altered Comments: Could not gain access to the dwelling: existing tank had not been abandoned on 5/20/08 SEPTIC TANK ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ® 1500 gallon tank has been installed H-10 loading Monolithic construction 2 -compartment ❑ 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 with effluent filter installed, centered under access port 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.towoofnorthandover.com Lo 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: The tank had only been in use from the previous evening and had very little water in it. DISTRIBUTION -BOX ® Installed on stable stone base ® Inlet tee (if pumped or >0.08'/foot) ❑ Hydraulic cement around inlet & outlets ® Observed even distribution ® Speed levelers provided (not required) Comments: The d -box was poly, so the contractor used plumbers putty to seal the pipes. SOIL ABSORPTION SYSTEM (General) �C 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 lalan Comments: I aph1 Rua I DO t ryt+6� f Mb 1S SOIL ABSORPTION SYSTEM (Gravel -less Chambers) ® Brand and Model of Chamber: Infiltrator Quick 4 Std ® Number of chambers per row: 7 ® Number of rows (trenches): 3 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com to PUBLIC HEALTH DEPARTMENT Community Development Division ❑ Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan Comments: The system was installed approximately 0.5' higher than the plan required. SYSTEM ELEVATIONS INVERT IN FIELD PLAN INVERT ELEV. Building Sewer OUT 97.37 `T �Q_ b LOLMILMwKw 7' / PUBLIC HEALTH DEPARTMENT Community Development Division ❑ Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan Comments: The system was installed approximately 0.5' higher than the plan required. SYSTEM ELEVATIONS 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofoorthandover.com INVERT IN FIELD PLAN INVERT ELEV. Building Sewer OUT 97.37 95.50 Septic Tank IN 97.23 95.30 Septic Tank OUT 96.98 95.05 Distribution Box IN 88.82 88.25 Distribution Box OUT 88.63 88.08 Trench 1 INVERT 88.63 88.08 Trench 2 INVERT 88.03 87.53 Trench 3 INVERT 87.58 87.03 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofoorthandover.com l eo O it �`D COCMICIIC KM . 1' PUBLIC HEALTH DEPARTMENT Community Development Division CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback 1 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 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.townofoorthandover.com Tank SAS Sewer ❑ Property line 1.0 10 -- ® Cellar wall 1.0 20 -- ❑ Inground pool 10 20 -- ❑ Slab foundation 10 10 -- ❑ Deck, on footings, etc 5 10 -- ❑ Waterline 10 10 10' ❑ Private drinking well 75 1002 50 ❑ 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 ❑ Interim Wellhead Prot. Area ❑ Reservoirs 400 400 ❑ Drains (wat. supply/trib.) 50 1.00 ❑ Drains (intercept g.w.) 25 50 ❑ Drains (Other) Foundation 10 (5) 20 (10) ❑ Drywells 20 25 1 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 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.townofoorthandover.com I 41 . FINAL GRADE INSPECTION----, Address: ❑ LOAMED? SEEDED? ❑ COVER PER PLAN? Other: Map -Block -Lot Commonwealth of Massachusetts 104.6- 0152 - �•`'��C `'•�°°t Board of Health PeitNo BHP -2008-003 North Andover w ; FEE • 'a' P.I. $250.00 '+s°*•,.o *10----------------------- tt� F.I. sAC MUs Disposal Works Construction Permit Permission is hereby granted __ Jon_______Y_mWh an -------------------- -- - ------------------------------------------- ____---- to (Repair -Full) an Individual Sewage Disposal System. atNo 755 WINTER STREET -------------------------------------------------- ------------------------------------------------ -------------------------------- as shown on the application for Disposal Works Construction Permit No. 13HP-2008-003 - Dated .___April -07,_20 ------- ------------4_ ;------------------------- Issued On: Apr -07-2008 alit -------------- — — Board of He.e ORT„ Application for Septic Disposal System pConstruction Permit - TOWN OF ORTH ANDOVER. MA 01845 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Q Application is hereby made for a permit to: ❑ Construct a new on-site sewage disposal system* ;Repair or replace an existing on-site sewage disposal sys ❑ Repair or replace an existing system component — what? 25.00 - Component APR 0 7 2008 TOWN OF NORTH ANDOVER A. Facility Information HEALTH DEPARTMENT 776-S-7 A Address or Lot # i - iA _2S V Q^i Qtyi I own 2.- *TYPE OF SEPTIC SYSTEM*: ❑ Pump MGravity (choose one) ***If pump system, attach copy of electrical permit to application*** ❑ Conventional System (pipe and stone system) nfiltrator r Biodiffuser (Gravel -Less) (Attach a copy of your cerbficabon to install this type of system. 0f) ❑ Pressure Distribution S.A.S. (No D -Box) (Attach Draft Maintenance Agreement) [ l Pressure Dosed (D -Box Present) S.A.S. 2. Owner Information Name S >k vim. Address (if different from above) Citylfown 3. Installer Information Name k State Zip Code Telephone Number Name of Company -OA - C\��0 State 7P Cade -1 ( 3�3y Z 17L Telephone Number (Cell Phone # # possible please) 4. Designer Information Nam Name of Company �'O gQx 1016. Stat � � � b �Zip Code Telephone Number (Best # to Reach) Application for Disposal System Construction Permit - Page 1 of 2. e ,SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: 1 �S- _ k eke s-- ST-� (Address of septic system) Relative to the application of W r l� (Installer' name) Dated l (9 V (today's ate For plans by r w (E gmeer) And dated ® 2 o 14< �Urfginaldate) r� With revisions dated _12hJO- (Last rebised'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 (15) 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: healthdeptQtownofnorthandover.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 of Health 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 app owed plans No instructions by the homeowner, general contractor, or any other persons shall absolve me of this oblczn. Undersigned Licensed Septic Installer: Ll 1 (0 C) (F (rode 's Date) W Vl ll�l.c�. ame — runt ame iene 5. a 1 l I ��**� Commonwealth of Massachusetts Map -Block -Lot Of „go .m hyo 104.8- 0152 - OL Board of Health North Andover Permit No BHP -2008-0065 P.I. FEE F.I. Disposal Works Construction Permit Permission is hereby granted Jon_ WhMan __ ______ to (Repair) an Individual Sewage Disposal System. at No 755 WINTER STREET as shown on the application for Disposal Works Construction Permit No. BHP -2008-006 Dated May O 1,_ 2008 --------------- t.._J-FILE ------------------- Issued On: May -01-2008 Board of Health ----------------------------- I of N°RTN q Application for Septic Disposal System : e`tt��n s �bo _ s *Construction Permit— TOWN OF Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. ILEI ORTH 141 a8 TODAY'S DATE i 01845 $ 250.0 ull Repair $_125-00 - Component Application is hereby made for a permit to: ❑ Construct a new on-site sewage disposal system* Vairair or replace an existing on-site sewage disposal system* or replace an existing system component - What? A. Facility Information or Lot # 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 Address (if different from above) City/Town 3. Installer Information 0— W4-tiw"-- l3 Name Ll ( j3 rzry ,9-0 cy A "�- Address [--Y u NT c eA- D City/Town 4. Designer Information J S E42L'./A:--,ICA Name a)e- l Q G Address City/Town State Telephone Number Zip Code C"U4 `7yet,4- 0IJ s i(i ,ki e Tl. o vJ Name of Company M 14- a (Cl q a State Zip Code Telephone Number (Cell Phone # if possible please) Name of Company 171 A - State Zip Code �8 4 g3 •-Lsg $— Telephone Number (Best # to Reach) Application for Disposal System Construction Permit • Page 1 of 2 NORT1Appfication for Septic Disposal System Ottao e H� 00 AConstruction Permit —TOWN OF .o:=:•r ORTH ANDOVER. MA 01845 PAGE 2OF2 A. Facility Information continued.... 5. Type of Building: residential Dwelling or ❑Commercial B. Agreement TODAY'S DATE $ 250.00 - Full Repair $125.00 - Component 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 Apdover, and not to place the system in operation until a Certificate of Compliance has beer,'issWed by tis Board of Health. A? Date By: ( oard of Health Representative) i----- Dat Disapproved for the following reasons: For Office Use Only: L Fee Attached. Yes No 2. Project Manager Obligation Form Attached. Yes No I Pump S sv tem? If so, Attach copy ofElectrical Permit Yes No 4. Foundation As -Built. (new construction ronly): Yes J No (Same scale as approved plan) /►I 5. Floor Plans? (new construction only): Yes 11 No Application for Disposal System Construction Permit • Page 2 of 2 t SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: `1 S' W, o7 -f Fz--Si i �r (=address of septic system) Relative to the application of 3 W(4`fytAA_ J 6r -1,j (ZdcT►02J (Installer's name) Dated A_� o ay s ate For plans by T. (Engineer) And dated -ZZ) - 0-1 ngina ate With revisions dated I understand the following obligations for management of this project: q ?�3 -o g, (Last revised date) 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 (VS 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 s3stem as per the approved plans. No instructions by the homeowner. general contractor. or anv other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer: Z q Ov 2c ` Z� d 8 (Today's Date) (Name —Print) ame v LU > Z O lo -u. G mpp\ N cc W O O Z LL. Z cc W O aM 0 E 0 a � Z s 119: L NM U Ol r • F-+ .� d cO LL MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER, MASSACHUSETTS Date apt Building Location / S l /l� { +�1�`P/Z Owners Name G- 1 ( (N+ 0 (-e-- Permit # Amount Type of Occupancy �-e S i New Renovation 0 Replacement Plans Submitted Yes No 0. FIXTURES (Print or type) 1 Check one: Installing Company Name W 0. i� C O '� 5 t- Corp. Address S I �i J' p c� y Partner. L M A, Business Telephone -79( -Y304 'Z 3 Z 3 -Firm/Co. Name of Licensed Plumber- Insurance lumberInsurance Coverage: Indicateelthe ftinsurance coverage by checking the appropriate box: Liability insurance policy Other tie of indemnityD Bond Q Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner a Agent a I herby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best dmy knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Pl�ybing Code andhapter 142 of the General Laws. By: oig,aaure 01 LIcensmum�er�/� " `��"�'�.•/�� itleType of Plumbing License City/Town `I 6 -L 06 5' cense um er Master1:1 Journeyman [kPPROVED (oma- usE oNLY 3 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Wednesday, April 02, 2008 4:10 PM To: Serwatka Joe (E-mail) Subject: FW: 755 Winter Street - Septic Plan Approval Joe, Please remind Jon Whyman that he needs to now apply for a DWC permit and send check with the $250.00 fee (applications on our website) to move on to the next step. Thank you. Pamela -----Original Message ----- From: DelleChiaie, Pamela Sent: Wednesday, April 02, 2008 4:05 PM To: Serwatka Joe (E-mail) Subject: 755 Winter Street - Septic Plan Approval -----Original Message ----- From: noreply@yourcopier.com [mailto:noreply@yourcopier.com] Sent: Wednesday, April 02, 2008 5:02 PM To: DelleChiaie, Pamela Subject: Message from KMBT_600 SKMBT_600080402 16020.pdf Pagel of 3 DelleChiaie Pamela From: Sawyer, Susan Sent: Fri 10/31/2008 9:44 AM To: jamesgilmore68@gmail.com Cc: DelleChiaie, Pamela Subject: RE: Title 5 installation at 755 Winter Street. Attachments: Dear Mr. Gilmore, Thank you for your patience. Please find the responses below. Susan Sawyer Public Health Director From: James Gilmore [mailto:jamesgilmore68@gmail.com] Sent: Friday, October 17, 2008 11:14 AM To: Sawyer, Susan Cc: jamesgilmore68@gmail.com Subject: Title 5 installation at 755 Winter Street. October 17, 2008 Ms. Susan Y. Sawyer, REHS/R.S Public Health Director Town of North Andover Dear Ms. Sawyer, When I met with you in early September to discuss the Title 5 installation at 755 Winter Street by J. Whyman Construction you mentioned that if I had any further questions I should submit them in writing. Well I do have need for additional information and advice. After contacting the Attorney General's office it appears I need to establish a view points of fact. If possible I would like for your department to help me with this or at least point me in the right direction. As I explained previously, Mr. Whyman's invoice for his Title 5 work at my home was just shy of 28% higher than his estimate. After comparing the invoice to the estimate, the estimated 6 truck loads of sand compared to the invoiced 20 truck loads and the 2 loads of loam, never included makes up the majority of the $5,500 variance. I asked Mr. Whyman for a detailed, written explanation as to why the variance and to convince me that the http://exchange2003.town.north-andover.ma.us/exchangelpdellechiaiellnboxlRE.: %2OTitl... 10/31/2008 Mr Page 2 of 3 overages where not due to his performance, or lack there of. His response was "I broke my back trying to make everybody happy, they'll neva b happi" His spelling. "I unfortunately do not belong to the network that the local inspectors sponsor which did create delays but did not cost you money". He did simply note that "400 yards of sand for mound put in the most effective spot" was required and that 2 loads of loam were required to "spruce up the lawn". He went on to write that the 400 yard requirement was "not average" which I believe he means to say is not normal or was unnecessary. My questions are as follows: 1. How many plans were submitted by Mr, Whyman before North Andover approval? The plans are not submitted by the installer, Mr. Whyman. They are submitted by the engineer, Mr. Joe Serwatka. Our log shows initial plan submitted 11/6/07 revision 3/26/08 rev. revision 4/16/08 revision 4/24/08 revision 8/22/08. 2..Did the final plan, submitted by Mr. Whyman and approved by North Andover, require 20 loads of sand, equated to be 400 yards? Mr. Whyman did not submit any plans. Mr. Serwatka's plan was approved. The estimation of the need for sand is done by each installer for their bid. To do so you must have an approved plan as it is based on how much you take out and how high the new system is. Bidding prior to reviewing an approved plan is only a guess. I recommend you have a third party look at the plan and give you an estimate. Or you could ask the designing engineer if he could tell you. No person can do that with certainty without a plan. 3. Were any of the additional truck loads of sand, 6 vs 20, due to changes caused by Mr. Whyman's non- conformance to the North Andover approved plan? No, the plan calls for the system to be a specified width, length, depth and height. All requests made were to bring the system installation into compliance with the plan. 4. Should a contractor have included the need for loam to restore the lawn to comply with North Andover regulations? The North Andover Health Dept. will not sign off a certificate of compliance until the loam and seeding is complete and the final grade is per plan. The final amount of sand does not sound out of the norm for a system in North Andover, but I do not do estimates. 5. Is there anything concerning the reason(s) for these overages that I have not asked? unknown Ms. Sawyer, I respect your position and I do realize that this is a delicate matter. I need someone who can tell me the facts so that I am comfortable to pay or further dispute these overages. I am not trying to get out of the additional expense if indeed they are legitimate. I merely need some technical input from someone in the know. If you cannot me afford me this assistance then I would very much appreciate it if you could suggest someone preferably in your organization or if necessary outside of it that I could contract to investigate the matter. http://exchange2003.town.north-andover.ma.uslexchange/pdellechiaiellnboxlRE:%20Titl... 10/31/2008 Page 1 of 3 DelleChiaie, Pamela From: Sawyer, Susan Sent: Fri 10/17/2008 3:40 PM To: DelleChiaie, Pamela Cc: Subject: FW: Title 5 installation at 755 Winter Street. Attachments: Pam, I am forwarding this so you won't let me forget to address it next week. Thx Susan From: James Gilmore [mailto:jamesgilmore68@gmail.com] Sent: Friday, October 17, 2008 11:14 AM To: Sawyer, Susan Cc: jamesgilmore68@gmail.com Subject: Title 5 installation at 755 Winter Street. October 17, 2008 Ms. Susan Y. Sawyer, REHS/R.S Public Health Director Town of North Andover Dear Ms. Sawyer, When I met with you in early September to discuss the Title 5 installation at 755 Winter Street by J. Whyman Construction you mentioned that if I had any further questions I should submit them in writing. Well I do have need for additional information and advice. After contacting the Attorney General's office it appears I need to establish a view points of fact. If possible I would like for your department to help me with this or at least point me in the right direction. As I explained previously, Mr. Whyman's invoice for his Title 5 work at my home was just shy of 28% higher than his estimate. After comparing the invoice to the estimate, the estimated 6 truck loads of sand compared to the invoiced 20 truck loads and the 2 loads of loam, never included makes up the majority of the $5,500 variance. I asked Mr. Whyman for a detailed, written explanation as to why the variance and to convince me that the overages where not due to his performance, or lack there of. His response was "I broke my back trying to make everybody happy, they'll neva b happi" His spelling. "I unfortunately do not belong to the network that the local http://exchange2003.town.north-andover.ma.uslexchangelpdellechiaiellnboxlF W:%20Titl... 10/17/2008 Page 2 of 3 inspectors sponsor which did create delays but did not cost you money". He did simply note that "400 yards of sand for mound put in the most effective spot" was required and that 2 loads of loam were required to "spruce up the lawn". He went on to write that the 400 yard requirement was "not average" which I believe he means to say is not normal or was unnecessary. My questions are as follows: How many plans were submitted by Mr, Whyman before North Andover approval? 2..Did the final plan, submitted by Mr. Whyman and approved by North Andover, require 20 loads of sand, equated to be 400 yards? 3. Were any of the additional truck loads of sand, 6 vs 20, due to changes caused by Mr. Whyman's non- conformance to the North Andover approved plan? 4. Should a contractor have included the need for loam to restore the lawn to comply with North Andover regulations? 5. Is there anything concerning the reason(s) for these overages that I have not asked? Ms. Sawyer, I respect your position and I do realize that this is a delicate matter. I need someone who can tell me the facts so that I am comfortable to pay or further dispute these overages. I am not trying to get out of the additional expense if indeed they are legitimate. I merely need some technical input from someone in the know. If you cannot me afford me this assistance then I would very much appreciate it if you could suggest someone preferably in your organization or if necessary outside of it that I could contract to investigate the matter. Your reply will be greatly appreciated. Best Regards, James B. Gilmore http://exchange2003.town.north-andover.ma.us/exchangelpdellechiaiellnboxlF W: %20Titl... 10/17/2008 Page 3 of 3 (978)314-7644 jamesgilmore68CaDamail. com http://exchange2003.town.north-andover.ma.us/exchangelpdellechiaielInboxlF W : %20Titl ... 10/17/2008 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Thursday, August 28, 2008 9:09 AM To: Serwatka Joe Ooeserwatka@comcast.net) Cc: Sawyer, Susan; Grant, Michele Subject: FW: 755 Winter Street - Need Installation Certification Form Joe, I received in the mail today the installation certification form from Jon Whyman. He has signed it. However, I need you to come into the office and sign off as the engineer with all the applicable information. Please call me to setup a time to do this: 978.688.9540. Thank you, Pamela -----Original Message ----- From: DelleChiaie, Pamela Sent: Tuesday, August 26, 2008 9:04 AM To: Serwatka Joe Ooeserwatka@comcast.net) Cc: Sawyer Susan(ssawyer@townofnorthandover.com); Grant, Michele Subject: 755 Winter Street - Need Installation Certification Form http://www.townofnorthandover.com/Pages/NAndoverMA_Health/pertnitsandregs Joe, As the engineer, you must complete the installation certification form, sign it, and have the installer sign it as well. This must be submitted to the Health Department before a Certificate of Compliance can be issued. The homeowner is waiting for the COC. For your convenience, I have referenced the link on our website for you to download the form. Call if questions. Thank you. Pamela .00 140KYh d�•ry1AN11 'A_ tac.atwweea , PUBLIC HEALTH DEPARTMENT Community Development Division August 1, 2008 Jon C. Whyman. c/o: J. Whyman Construction. 451 Broadway Lynnfield, MA 01940 4 l ( P /o, Dear Mr. Whyman: I am in receipt of your letter requesting written documentation of the violation you received and the reason for rescinding your license. Please note that notifications were sent to you via regular mail and certified mail. We received the green card receipt for the certified letters sent to you. Documentation shows that: Notice of Decision. Dated: 7,1/08 Attempted Deliveries: 7/1/08; 7/6/08 and 7/18/08 noted as unclaimed; refused. Certified Mail receipt #: 7003-2260-0006-8627-0322. In addition, a copy of the above notice was sent to you via e-mail on: 7/18/08, and copied to Joe Serwatka. The original reason you were to appear at the Board of Health Meeting was outlined in a letter sent to you on May 13, 2008, which was sent via certified mail, and for which you did sign for. Your hearing was rescheduled to June 25'11 at the. North Andover Senior Center of which you were notified by e-mail and phone. You appeared at this meeting along with your attorney, .foe Serwatka, and the homeowner of 755 Winter Street. You are well aware of the determination of the Board. of Health and the resulting decision.. ' Please note that to receive the Certificate of Compliance you are required to complete tasks as directed. in an earlier correspondence from this office, "t:o receive a. certificate of compliance the final engineer as -built must include final grade elevations." The grade measurements must be personally observed by Mr. Serwatka and a representative of this office will be available to observe Mr. Serwatka completing this task. The BOH must be called prior to completing this task. In addition, the installation certification form signed by the installer and engineer must be submitted to the Health Office. As of this date, Joe Serwatka has not contacted the Health Department to schedule inspections to finish this project. In addition, neither of you have submitted the final form. To avoid causing the homeowner further concerns and delays, please complete these tasks as soon as possible. Thank you. Sincerely, ' S an Y. Sawyer,RE. SIP S ublic Health Director - Cc: Joe Serwatka, Engineer Homeowner — 755 Winter Street 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 fax 978.688.8476 Web www.townofnorthandover.com Page 1 of 2 DelleChiaie, Pamela From: tat.boh@comcast.net Sent: Thursday, July 10, 2008 5:53 PM To: [611 Chiaie, Pamel S ,bject: RE: 755 Winter Stre - Update re: inspection Yes that is fine. Tom -------------- Original message -------------- From: "DelleChiaie, Pamela" <pdellech@townofnorthandover.com> Hi Tom, Brian is the Building Inspector. Michele did not want to go to the site alone, and asked him to meet her there as a witness. I will ask Susan how she wants to notify the homeowner on Monday. Is that okay? $aslRBgaPds, Pu�ya�a D¢BI�aG�liiaie Health Department Assistant Town of North Andover 1600 Osgood Street < BIZ>Building 20, Suite 2-36 North Andover, MA o1845 2978.688.9540 - Phone A 978.688.8476 - Fax htRp_//w,.townofnorthandom ncom healthdept@townofnorthandover.com From: tat.boh@comcast.net [mailto:tat.boh@comcast.net] Sent: Thursday, July 10, 2008 4:01 PM To: DelleChiaie, Pamela Subject: Re: 755 Winter Street - Update re: inspection Thanks, Pam. We should make sure the homeowner knows all this. Who is Brian Leathe? Tom -------------- Original message -------------- From: "DelleChiaie, Pamela" <pdellech@townofnorthandover.com> Joe, RE: PERMIT 2008-0065 - Ms. Grant of the Health Dept. and Brian Leathe from the Building Dept. went to this site today, 7/10/08 to witness that the old septic system pits/tanks were filled with sand and crushed. They were not. There was one small area that was scraped, apparently to make it seem that the area was 7/11/2008 Page 2 of 2 dug up. When they arrived, everything was backfilled. Whyman was not present, and had been asked to be. The Health Dept. was supposed to witness crushing of the tanks. Brad, the excavator offered to dig up the pits/tanks. They had not been crushed. One pit/tank was still filled with effluent, and came gushing out when Brad broke the tank. Therefore, they were not pumped first, and there is now effluent in the ground. The other tank was dry, intact, empty and not crushed. Whyman claimed he did all this (filled and crushed pits/tanks) months ago. No seed in back yard on area that was redone. In addition, the front yard needs to be presentable, loamed, raked and re -seeded. No final grade inspection will be done until front yard is fixed. The Health Dept. needs to be there when you shoot the elevations for the Final Grade. . Please call to setup a time for this inspection. $asl Ragazds, PaAVO.& J90MMOW410 Health Department Assistant Town of North Andover 1600 Osgood Street < BIZ>Building 20, Suite 2-36 North Andover, MA 01845 '8'978.688.9540 - Phone 978.688.8476 - Fax http_//wvw.towmofnorthandover.com healthdept@townofnorthandover.com 7/11/2008 Page 1 of 1 DelleChiaie, Pamela From: Sawyer, Susan Sent: Monday, July 07, 2008 2:48 PM To: DelleChiaie, Pamela Subject: RE: 755 Winter If it has been a week since you contacted him, please give him another call. Also, document our efforts to get this done. Thx S From: DelleChiaie, Pamela Sent: Monday, July 07, 2008 1:48 PM To: Sawyer, Susan Subject: RE: 755 Winter No, I did not hear from him. From: Sawyer, Susan Sent: Monday, July 07, 2008 1:24 PM To: DelleChiaie, Pamela Subject: 755 Winter Did Joe Serwatka ever let you know about the final grade insp? thx 7/7/2008 Page 1 of 2 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Tuesday, July 08, 2008 9:25 AM To: Whyman Jon (JonWhyman@juno.com) Cc: Sawyer, Susan; Grant, Michele Subject: FW: 755 Winter Street - Final Grade Elevations Jon, Please see note below. Contact us ahead of time before doing any work at this site. Thank you. $aslRagaads, Raw& D¢B.0040diala Health Department Assistant Town of North Andover 1600 Osgood Street Building 20, Suite 2-36 North Andover, MA o1845 11978.688.9540 - Phone 4 978.688.8476 - Fax 4ILtpj/w,A,w.townofnorthandover.com healthdept@townofhorthandover.com From: DelleChiaie, Pamela Sent: Tuesday, July 08, 2008 9:08 AM To: Serwatka Joe Ooeserwatka@comcast.net) Cc: Sawyer, Susan; Grant, Michele Subject: FW: 755 Winter Street - Final Grade Elevations Hi Joe, I received your message this morning on my voice mail. With regard to Jon Whyman telling you that he has to find the pits and fill with sand — the Health Department needs to witness this abandonment, and the abandonment of any parts of the old system. Therefore, please let us know when this is happening so that the Health Dept. can schedule to be there. In addition, we will need to formally schedule the Final Grade inspection when that is ready to go. I will call you as well to confirm this. Thank you. $asf R¢gaads, PaAVO& D0040,0 41WO Health Department Assistant Town of North Andover 1600 Osgood Street Building 20, Suite 2-36 North Andover, MA o1845 9978.688.9540 - Phone 7/8/2008 Page 2 of 2 A� 978.688.8476 -Fax http,.-fl T.townofnorthandover.com healthdept@townofnorthandover.com From: DelleChiaie, Pamela Sent: Monday, July 07, 2008 4:02 PM To: Serwatka Joe Uoeserwatka@comcast.net) Cc: Sawyer, Susan; Grant, Michele Subject: 755 Winter Street - Final Grade Elevations Joe, Have you scheduled the shooting of the elevations of the final grade yet for 755 Winter Street? I left you two voice mail messages — one last week, and another today. Please call me by noon tomorrow. Thanks. &9,( R¢gwPs/8, PAW004 D¢OZ0401 Ofuie Health Department Assistant Town of North Andover 1600 Osgood Street Building 20, Suite 2-36 North Andover, MA o1845 2978.688.9540 - Phone A 978.688.8476 - Fax http;/J�,ryvw.townofnorthandover.com healthdept@townofnorthandover.com 7/8/2008 Page 1 of 1 DelleChiaie, Pamela From: Sawyer, Susan Sent: Tue 7/1/2008 8:18 AM To: DelleChiaie, Pamela Cc: Subject: 755 winter Attachments: Can you please call Joe Serwatka and ask him if he has scheduled the sho ting of the elevations of the final grade yet? Thx S httn:Hexchanee2003.town.north-andover.ma.as/exchange/ndel lechiaiellnboxn55%2Owinter... 7/2/2008 a Page 1 of 1 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Wednesday, June 18, 2008 10:56 AM To: Whyman Jon (JonWhyman@juno.com) Subject: June 26th meeting Jon, Please be advised that the Board of Health meeting scheduled for June 26th has been changed to June 25th. The hearing will take place Wednesday, at TOOPM, in the N Andover Senior center at 120R Main Street. (this building is behind the town hall) Thank you 16691 Ragwads, RAW000 A9040000lifg1¢ Health Department Assistant Town of North Andover 1600 Osgood Street Building 20, Suite 2-36 North Andover, MA o1845 2978.688.9540 - Phone EA, 978.688.8476 - Fax http://w-Aryv.to Amofnorthandover.com healthdept@townofnorthandover.com G It, J 60) 6/18/2008 NORT#1 O � �q cocwic lwKw 7' T PUBLIC HEALTH DEPARTMENT (ommunity Development Division June 16, 2008 Jon Whyman Whyman Construction 451 Broadway Lynnfield, MA 01940 Re: 755 Winter Street Dear Mr. Whyman, Please be advised that at your request a final grade inspection was conducted at the above noted address. The final grade inspection was not approved for the following reasons. 1) 15.255. "The horizontal separation distance shall be provided between the soil absorption area and the adjacent side slope". 15 feet out with 3:1 slope to meet title V. Visual observations indicate that the final grade does not appear to make break out. 2) Observation find the final grade not acceptable, 310 15.240 (9) The soil placed as backfill over the soil absorption system shall be a minimum of nine inches, excluding topsoil, placed in lifts and sufficiently compacted to prevent depressions due to settling which may intercept or collect surface water runoff above the system. Back fill must be clean and free of stones and boulders greater than 6 inches in size. Tailings, clay and similar materials are prohibited. (10) Final cover above the system shall be stabilized and graded to reduce infiltration of surface water and minimize erosion. Finish grade shall have a minimum slope off 0.02 feet per foot a. Soil not compacted. b. Soil not graded to shed water c. Soil not reasonably free from sticks and stones d. Numerous areas water will pond and be absorbed e. No topsoil at all to assist in grass growth f. Unknown depth of soil over absorption system. Not know to meet 9 inch minimum 3) Inspection ports extend above grade (13) "The pipe shall be capped with a screw type cap and accessible to within three inches of finish grade". 4) Observed a single, no greater than 20 inch, manhole to grade. The approved plan requires that the tank have two 24 inch covers to grade 5) No cover to grade over distribution box. Plan shows a cover to grade over D -box. 6) Could not locate permanent benchmark. Please note on as -built. If a new one is needed, 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com the engineer must place it for the installer. Once these items are completed, a final grade inspection must be requested. Due to item #1 above, to receive a certificate of compliance the final engineer as -built must include final grade elevations. The grade measurements must be personally observed by Mr. Serwatka and a representative of this office will be available to observe Mr. Serwatka completing this task. The BOH must be called prior to completing this task. Sincerely, Susan Sawyer, REHS/RS Public Health Director Cc: Joseph Serwatka, P.E. Homeowner 755 Winter Street Attached photos 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com .A`�h;+6>!'i,�1� � jlt � jt.✓ ^ t•..�'•a �✓.` ��'a J!.'r'r Y '.' ..b gigd*;>�;f•ft.. t.� �` r�t''a �'��I t'l+' Ipw ,}' ,$ { •L+ry k�, lll� A• �' j r � 71n • , � � i , , '(' . SSSSF1 �. 1'�, f, �Nf j`f'°.✓eJ,%�"� , ..' jY f.. F '/,' �tf•.• �� +r�� [�,%V'{� f`� r�,C Xyjh. � •`F r �'��,��x''A. s� ..-rx{;y�� �}, i ll r' `�'• ° i.1 .i� rjl�'!ff}},��� �`�1'L; �'r #� n��.(`f �f, ~y 1 .:', � r �"y�"'Y,j'ta� tq J 1 e {?, l�;�A f' lz�,►1i� {Cr,�"�'rr� f;,' ry/* rrhy s��w yL�Ali11i;t� T i. ff„ ~'K �! ,, ' � Ami ;�'� r .'� /M �n., � � ,N � .t � ;S•�•, r ' i t f � j�}jyy',�• •_ ' y-, � � . s .� i ♦ r .., r ✓� Y i l� •� t Yr . i i ` �y�J'•. Yt':`� �' Mei �`1M' t ;r�%' d +C. J rt "�pa`�"' � /,T S�, 1 ,€J F+,' r�'(y :i��• �'r �Vc € i ., •� % ✓rrrJ �i. F R r ` R s,t T � "� .� �����4 k�t.�J". �t !'x )+ y'..1,�� i.� G• S~4� T.4Jl/i`•',.g ate; • i / ry �... )J.1 S . � 1' K LSM,t�^(,Y ./ f�: vlr ti � �jJt 7'•�,r � Y�•' ��. iA Flr�-.• f. �•• Y L V� � l Ri �, r..� �.- �6 � t {lk.{t � ! / '!'+/r i j � �r'�' <p n k.'�; / i%�,y, J ;� .a• r "v,i`• �1'i.j'�("jl� r .f i • �.Srt`iL,Y' y� i-i:lf 'tjP j r , ,f•°� 4 ji'�''' 2t r, xr ✓j -i • 1`� rY� ;�. °.; / � :"• fft����•;!�Z `L�,J. ����'� ,Tr tix,' �!''. R.:;Sn+ c:. ., ��: jf�' J ,�• r + erx� +aJ . "'€ J <� r.. -n Y �^ tik/i,,. j 4 L I � 14 j�' • �� t�' M1y q-�� •"xh'}�•' �.,�f e�"� '',/" r -t i. V ', aAb � ,� � 'a !i ?", �Jf � � r'�}ij"�` i� �q` '�h'h��y;,�y�•�«3��,�� r ���yx � � � r��,}a � �>y r i'�} '• y _. at e .� `, t alt f(� d :iS` j",i�' .Yr`.�^��� �. �:�r. t•1 .fes i �• yx .41 'PI i'f� v + ATX ,, ��r.Jr _�F t" F r � e i�✓} .i 1 �{'1�', RrjY h.' � � iV��2t f p ^�r` j }+,+ tj �..• �r'Y. irl r �'�_�('L�}��'r��{`(4t�Sail; � �� 'rtrjrly4 �],�,y�a rp,, ;'/"` � �jy�1/;�. �► };t}� oCl�l'i�i' •,�e� �. r C - "• , tr'1:.{J'tkw '''1 Y4,/,, r' F{ •°•r4t ��•tT}t �•. 'i �'*Y Z �A��f����i �"�, ',1 f i dry •• � ^ µ t .� $' ��r' ft +` Y�4� yyr� r TSrt/-e /' y.ji �+ t`i�} X a ✓ s. }.tt a�tie..y' x .JfA +s! , i• •hY� 'y t s ° � !14 Y I ip i kv 0 Page 1 of 1 DelleChiaie, Pamela From: Sawyer, Susan Sent: Saturday, June 14, 2008 1:12 PM To: dano@millriverconsulting.com Cc: DelleChiaie, Pamela; Grant, Michele Subject: whyman Dan, I spoke with Isaac about 755 Winter. I guess I don't need Mill River out there to make my case at this time. I think I have enough to fail this final grade. (Draft Attached) I am requiring elevation of the FG, so if I think I need you then I will call. It won't be sent until Monday so if you have comments let me know. I don't know if anyone saw the system out front (tank and 3 pits) abandoned, and Greg Erikson just found one he didn't crush one at a site 2 years ago. Any ideas on how to check except digging up the front yard Can you ask Andy if he saw it?? Maybe I will ask the homeowner what she saw? Thx S 6/16/2008 Page 1 of 1 DelleChiaie, Pamela From: Marianne Peters [mpeters@millriverconsulting.com] Sent: Wednesday, June 04, 2008 9:37 AM To: 'Daniel Ottenheimer'; Isaac Rowe; Grant, Michele; DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan Subject: today's perc being rescheduled The perc test scheduled for today with Christian Smith is being postponed due to the rain; will update you once rescheduled. In that Randy will not be going to North Andover today, the 755 Winter Street stop that he was going to make will also be rescheduled. Thank you, Marianne 6/4/2008 J DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Thursday, May 15, 2008 9:55 AM To: Whyman Jon (E-mail) Cc: Serwatka Joe (E-mail); Sawyer, Susan Subject: FW: Letter to Jon Whyman - Septic Installer License Importance: High -----Original Message ----- From: noreply@yourcopier.com [mailto:noreply@yourcopier.com] Sent: Thursday, May 15, 2008 10:53 AM To: DelleChiaie, Pamela Subject: Letter to Jon Whyman - Septic Installer License SKMBT_600080515 09530.pdf 1 A 'e OW NO O e ' m C3 s. o -CIAL 'SE `D - Postage $ f CD CeAifled F89 1/O Postmark O O flee (Endorsement RReeyuUed) ResMoted DelNery Fee Here // ,I a .0 Eorsement Required) (nd {j N ru Total Postage & Fees s 3� O r�c:.a Sent To_-_- set Na: // / 7_77--Z . 40111 1 A Vk-: 9 cxw'wa�/ PUBLIC HEALTH DEPARTMENT Community Development Division May 13, 2008 Jon Whyman Whyman Construction 451 Broadway Lynnfield, MA 01940 Re: Sentic System Installer's Permit Dear Mr. Whyman, This letter is in response to the serious concerns regarding the septic installation in progress at 755 Winter Street, North Andover. During this installation, you have continually been in violation of the subsurface disposal regulations and regularly accepted practices of septic installation. The plan approval letter and 310 CMR 15.020 state that: "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". The details of the violation, and the penalties that may be determined in this matter, will be heard at a hearing at a regularly scheduled Board of Health meeting. You are hereby ordered to appear at the Board of Health meeting on May 22, 2008, at 7:10 P.M., which will be held in the Selectmen's meeting room, 2°a Floor, Town Hall Building, 120 Main Street, North Andover. At the meeting, you will be given the opportunity to present evidence in this matter. You may be represented by an attorney. Sincerely, Susan Sawyer, REHS/RS Public Health Director Cc: Joseph Serwatka, P.E. Homeowner 755 Winter Street 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com BOARD OF HEALTH MINUTES MARCH 28, 2002 The meeting was called to order at 7:09 by Dr. Frank MacMillan MEMBERS PRESENT Present were Francis P. MacMillan, Acting Chairman; John Rizza, Clerk; Sandra Starr, Director; Brian Lagrasse, Inspector; Public Health Nurse, Deb Rillahan. BOARD OF HEALTH VACANCIES Town Manager, Mark Rees, appeared to discuss the process of fl. the upcoming vacancies on the Board. He reported that ads have been placed in thAocal newspapers asking for volunteers and a selectmen subcommittee made up of Rosem'ar�ySmedile and Susan Haltmeier has been formed to assist in the,:process. 1' JON WHYMAN — INSTALLER VIOLATIONS Dr. MacMillan read the chronology oMb4nstallation of both systems. There were many problems with each of them because of ai practices of the msfaller, Jon Whyman. • At 7 Sullivan St. the first bottom bf bed zispection failed because of large rocks left in the area and the bottom was iot level • The first system fnal'inspection on j1t0/03/01 failed due to the D -box not being level and not constructed �bf concrete as specified; building sewer not as specified on the plan, dirty: stone. • The first final grade inspection also failed and to date there has been no as -built, no certiffidatfion statement nor deedcrestriction filed with the department. Dr. MacMillan askedd,`f-the job was complete now. Mr. Whyman responded in the aff rma# ue. • At 27 Bradford St - The paperwork was filled out properly but the bottom of the becihwas excavated before a permit was issued. The septic consultant also found that i was.,dug in the,wrong place. Multiple inspections because of inspection failures were required at this site as well, and Mr. Whyman was required to pay additional fees Wbause of them. Mr. Whyman spoke alength about his company, pvc d -boxes in general, and his surprise at North Andover's strict septic installation process. Dr. MacMillan presented .three action options for Mr. Whyman's violations that are available to the Board: 1. Withdraw license to operate in North Andover 2. Fines 3. Probation Dr. MacMillan recommended probation for 30 days. Mr. Whyman should be closely watched; any further problems and his license to operate would be revoked. Page 4 Board of Health minutes March 28, 2002 On a motion by John Rizza, seconded by Frank MacMillan, Dr. Rizza's previous motion is amended to read as: Jon Whyman is to be put on probation for an indeterminate time. Throughout this time he and his work will be closely monitored for regulatory compliance. Any additional errors or violations shall result in a revocation of s`license to operate in North Andover and/or a heavy fine. FINAL ADJOURNMENT On a motion made by Dr. Rizza and seconded by Dr. MacMillan the adjourned at 8:4.5 P.M. Respectively submitted, John S. Rizza, DMD, Clbik z V� f --,� 7�1,,1rzt (-S rVC7 /,4, .4, DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Monday, April 28, 2008 9:01 AM To: Whyman Jon (E-mail); Serwatka Joe (E-mail) Cc: Sawyer, Susan; Grant, Michele Subject: 755 Winter Street - Plan Review Please carefully read the attached letter as soon as possible. The previous installation permit is null and void. Do not proceed with any septic construction until you have applied for the necessary replacement permit. You need to complete a DWC application and submit to this office in order to receive an approved, signed, up to date plan; however there will be no additional charge for this permit. Also, please note that before you receive another disposal works construction permit, you must get a plumbing permit. A current plan, approved and signed by the Health Department must be on site at the time of construction. Call the office if you need any clarifications: 978.688.9540. Thank you. -----Original Message ----- From: noreply@yourcopier.com [mailto:noreply@yourcopier.com] Sent: Monday, April 28, 2008 9:48 AM To: DelleChiaie, Pamela Subject: Message from KMBT_600 SKMBT_600080428 08470. pdf F NORrM q o L H p AL _ �Q_ coc.wcwewncr . �• e PUBLIC HEALTH DEPARTMENT Community Development Division Apri125, 2008 James and Roberta. Gilmore, owners 755 Winter Street North Andover, MA 01845 Re: 755 Winter Street, North Andover, Subsurface Disposal System Installation Dear Homeowners, This letter is in response to the revised plans that were submitted on April 24, 2008 as a. result of change requests and problems found while the subsurface disposal system was in progress at the property noted above. The revision has been approved. This plan is valid is valid for two years from the date of a septic system inspection that did not meet the acceptable criteria in the state regulations, June 8, 2007. During this time, a licensed septic system installer must obtain a permit and complete this work, and a C-, ,qcatc of Compliance be endorsed by the installer, designer and the Town of North Andover. In the event an imminent health problem such as sewage backup into the dwelling is occurring, the North Andover Board of Health may reduce the time period for which this plan is valid. Your septic installer will be contacted as to this approval. W. Wyman may contact the Health Office, and once has complied with the conditions of this office, will receive a new plan and permit to install your subsurface disposal system. Be advised that the additional requirement regarding the submission of a plumbing permit has been added as noted in the previous letter. To move forward as soon as possible please have your licensed plumber contact the Plumbing Inspector, Jim Dio=z at 978 688-9545 between the hours of 7:30 and 9:00 AM. Also note for future reference that the initial fee for a septic installation includes a specific set of inspections. Inspections that require multiple visits due to unacceptable conditions found by Health staff result in an additional $50 per inspection. Thank you for your cooperation in this matter. Sa� S Health Director Cc: Joseph Serwatka, P.E. Jon Whyman I M Usgood Street, North Andover, Massachusetts 01845 Phone 918.688.9540 Fox 918.688.8416 Web www.townofnorthandover.com April 24, 2008 Ms. Susan Sawyer, Director Public Health Department 1600 Osgood Street North Andover, MA 01845 Re: 755 Winter Street Septic Plan Revisions Joseph J. Serwatka, P.E. Post Office Box 1016 North Andover, MA 01845 (978)-683-6595 joeserwatkaAsomcast.net RECEIVED APR 2 4 2008 TOWN OF NORTH DEPARTM ANDOVER Dear Ms. Sawyer: I have received your April 22, 2008 review letter and have revised the plan as following: Si Jo Original stamp and signature are on the plans Section A -A has been revised to include breakout elevation, distance and profile. Grading has been revised to accommodate breakout to the west. Dimensions have been revised for the trench width and separation. A cut off tee is specified in the distribution box, in addition to the baffle, as requested. you have any questions concerning this letter, please\contact me. Serwatka, P.E. NORT1i W p o OL O Oy cx.�uc�w w�c. • 4 PUBLIC .HEALTH DEPARTMENT Community Development Division April 22, 2008 Mr. Joseph Serwatka, P.E. PO Box 1016 North Andover, MA 01845 Re: 755 Winter Street, North Andover, Subsurface Disposal System Installation Dear Joe, This letter is in response to the revised plans that were submitted on April 16, 2008 as a result of problems found while the subsurface disposal system was in progress at the property noted above. As stated in the approval letter of April 1, 2008, "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". Please note that once the revised plan is approved the disposal permit for this property will be reissued and a new plan will be given to the septic installer to be used for the installation. Unfortunately, the plan cannot be approved at this time. The revised plan has been reviewed and the following conditions were noted that must be addressed. �here is no original stamp or signature on the plans he profile, Section A -A does not reflect the correct break out at the top of the chambers 5 On the plan view, Trenches 2 and 3 on the West End do not appear to make break out 4. On the plan view, the effective width of the area between the trenches is not two times the effective width j of the chambers, nor does the dimension 68 inches appear on the view between trenches to indicate same. C/ In addition, the scaled size of the individual infiltrators is greater than 34 inches. Please add all pertinent ,dimensions on the leaching area. The slope from the new location of the septic tank and the distribution box appears to exceed the maximum 8% slope and therefore a cut off tee should be added to the depiction of the distribution box. Also, noted is that the internal plumbing will be changed to accommodate the change in the tank location. The submission of a plumbing permit shall also be a requirement prior to a new installation permit is issued. Thank you for your cooperation in this matter. Sinc e , usan Sawyer, REHS/RS Public Health Director Cc: James and Roberta Gilmore, owners Jon Whyman, licensed Septic System Installer 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com TOWN OF NORTH ANDOVER f NORTH t�4.O 1• Office of COMMUNITY DEVELOPMENT AND SERVICES F: -?:1 ' `•'• °�� HEALTH DEPARTMENT i 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 • °..-�:�:.• �� • NORTH ANDOVER, MASSACHUSETTS 01845 978.688.9540 — Phone Susan Y. Sawyer, RENS/RS 978.688.8476— FAX Public Health Director E-MAIL: healthdenta..townofnorthandover.com WEBSITE: http://www.townofnorthandover.com SEPTIC PLAN SUBMITTAL FORM Date of Submission: Site Location: 715---5— Engineer: New Plans? Yes $225/Plan Check # (includes l st submission and one re- review only) dKevised Plans?Yes L"""$75/Plan Check # Site Evaluation Forms Included? Yes No Local Upgrade Form Included? Yes No Telephone #: Fax #: E-mail: Homeowner Name: OFFICE USE ONLY When the submission is complete (including check): ➢ % Date stamp plans and letter ➢ Complete and attach Receipt ➢ Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database PUBLIC HEALTH DEPARTMENT Community Development Division April 1, 2008 James and Roberta Gilmore 755 Winter Street North Andover, MA 01845 RE: Septic System Design, 755 Winter Street, North Andover, Map 104B, Lot 152 Dear Owners, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by New England Engineering Services, dated October 20, 2007, last revised December 16, 2007 and received March 26, 2008. This plan has been approved. The design has been approved for use in the construction of an onsite septic system for a 4 - bedroom house (maximum 9 -room), During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover, In the event an imminent health problem such as sewage backup into the dwelling is occurring, the North Andover Board of Health may reduce the 2 -year time period for which this plan is valid. 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. 2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system 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 or imply compliance with any of the aforementioned requirement, 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you may have. Sincerely, 'Y Sisan Y. Sawyer, REHS/RS Public Health Director Encl: list of licensed septic system installers Cc: Joseph Serwatka, P.E. 1680 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.towoofnorthandover.com TOWN OF NORTH ANDOVER t MaR�N Office of COMMUNITY DEVELOPMENT AND SERVICES o%-``��•p'�'• °�w HEALTH DEPARTMENT 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 NORTH ANDOVER, MASSACHUSETTS 01845 978.688.9540 — Phone Susan Y. Sawyer, REHS/RS 978.688.8476— FAX Public Health Director E-MAIL: healthdeat(a townofnorthandover.com SEPTIC PLAN SUBMITTAL FORM Date of Submission: &Ilweol Site Location: WEBSITE: http://www.townofnorthandover.com RECEIVED M=. 2008 Engineer: e� New Plans? Yes $225/Plan Check # (includes 1St submission and one re- review only) ,^ Revised Plans?Y Y $75/Plan Check # lee 1/ Site Evaluation Forms Included? Yes No Local Upgrade Form Included? Yes No Telephone #: Fax #: E-mail: Homeowner Name: OFFICE USE ONLY When the submission is complete (including check): ➢ s/ Date stamp plans and letter ➢ Complete and attach Receipt ➢ Copy File; Forward to Consultant ➢ t1Z Enter on Log Sheet and Database Joseph J. Serwatka, P.E. Post Office Box 1016 North Andover, MA 01845 (978)-683-6595 i oeserwatka(acomcast.net March 21, 2008 Ms. Susan Sawyer, Public Health Director Town of North Andover Board of Health 1600 Osgood Street Suite 2-36 North Andover, MA 01845 Re: 755 Winter Street Septic Plan Review RECEIVID MAR 2,6 2008 TOWN OF NORTH N VER HEALTH DEPARTMENT Dear Ms. Sawyer: In response to your November 30, 2007 review letter, I offer the following: 1. Abutters have been added to the plan. 2. The notes have been revised to require SCH 40 piping. 3. Distances have been provided from components to the lot line. 4. The approximate location of the existing system has been depicted. 5. The 5' soil replacement area is shown on the plan and profile. 6. The notes have been revised to include a wetlands disclaimer. 7. The notes have been revised to include foundation drain information. 8. The notes and plan have been revised to detail the effluent filter. 9. The grading has been revised to accommodate breakout elevations. 10. Bouyancy calculations have been provided. 11. The elevation of the perc test has been added to the plan. 12. Soil absorption sizing calculations have been added. 13. The notes have been revised to include excavation requirements. 14. The profile has been revised to depict fill material. 15. The 3:1 slope has been added to the profile. Should you have any questions concerning this letter, please contact me. Sincerely, Joseph. J. Serwatka, P.E. si t' v Pr z� + ti � pORTh O p O4.,T10 �.f 9SSAC HUSEt Health Department November 30, 2007 Mr. Joseph Serwatka, P.E. Post Office Box 1016 North Andover, MA 01845 Re: Sewage Disposal System Site Plan and Profile 755 Winter Street, Map 1048, Lot D Dear Mr. Serwatka: The proposed wastewater system design plan for the above site dated October 20, 2007 and received on November 6, 2007 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover (NA) regulation that has not met by this design follows each item for your convenience. A. Please provide the names of all abutters taken from a recent tax map (NA 8.02j) L,,2-. Please provide clarification that all piping utilized in the system is to be schedule 40 minimum (NA 10.02) --'3. Please provide distances from all components to the lot line (NA 8.02t) t,4: Please depict the approximate location of the existing system to be abandoned on the site plan (15.354) ;r. Please clearly indicate the limits of excavation for the leach area on the site plan and appropriate profiles (NA 8.02(z)) t;6 Please provide a wetland disclaimer (NA 8.02s) ;17. Please provide the location and elevations of foundation drains or provide a note stating the absence of such drains (NA 8.02y) `,.8` An effluent filter, while not required, is strongly suggested on the outlet tee of the primary tank. An effluent filter is referenced in note 21 however one is not depicted on the detail. Please specify make and model and depict on appropriate details as necessary ✓9. Recent changes to the Remedial use approval for the Infiltrator System Quick 4 Gravel - less chambers stipulates the breakout elevation to be measured from the top of the chamber (General Use Approval dated Jul 19, 2007). Please revise the design so the grading meets the 15' to 3:1 slope requirement or specify an impermeable barrier where appropriate (15.255) L-40. The primary tank appears to be partially located below the ESHGW. Please provide the appropriate buoyancy calculations (221(8)) [/Tl . Please provide the elevation of the percolation test in the soil logs located on the plan (NA 8.02n) 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 x;'12. Please provide soil absorption system sizing calculations (15.220 (4)(f), NA 8.021) 13. Please specify that excavation is to extend at least 6" into natural soil (NA 9.02) 14. Please provide a more detailed depiction of the location where fill material is to be used. 15. Please specify a 3:1 slope where grading required (15.255) Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerel Susan Y. Sawyer, REHS/RS Public Health Director cc: Owner File 1600 Osgood Street HEALTH DEPARTMENT Building 20; Suite 2-36 E -Mail: healthdept@townofnorthandover.com North Andover, MA 01845 Phone: 978.688.9540 Page 2 of 2 Fax: 978.688.8476 NOV-86-'2,007 01:46 PH JOSEPH J. =:ERWATKA 1 978 683 6595 P.01 r ` TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; BUILDING 20; SUTTE 2-36 '�ti NORTH ANDOVER, MASSACHUSETTS 01845 978.688,9540 - Phone Susan Y. Sawyer, REHS/RS" 978.686.8476– FAX Public Health Director E-MAIL: healthdentLO)townofixorthandQy'Lr cam �Sl, TE: ht�/1�vww.townofnorthandQ.y_srs��n SEPTIC PLAN SUBMITTAL FORM Date of Submission: I I t i a Site Location; 7 1 CIJ i N T '57.. Engineer: ' - REQ'-. . NOV 0 6 2001 TONIN OF N(vi' n - HEALI Fi DEF - Ate, wEN`f New Plans? Yes 1%/$225/Plan Check # (includes I" submission and one re- review only) Revised Plans?Yes $75/Plan Check # Site Evaluation Forms Included? Yes I-' No Local Upgrade Form Included? Yes No t! Telephone #: I ' —6�dr j `(' S 2._Fax #; 2-71 —&J"' 3 � _ G" �i 2 E-mail: JJ -6 c— .' w4=z4_A-�¢`��. ,�7 -.. Homeowner Name; / C . E•Vt G P Z. OFFICE USEtQNLY When the submission is complete (including check).- Date heck):Date stamp plans aM-letter- D r1 Complete and attach Receipt > Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database NOV-06-200-1 01:47 PM JOS=EPH J. '=:ERWATKA 1 978 683 6595 P.02 Commonwealth of Massachusetts City/Town of Percolatlon Test Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the IQcal Board of Health to determine the form they use. Important: A. Site Information When fIIIIng out forms on the computer, use .. (� k!'f.._ — only the tab key owner Name to move your �7 1; �, A-/ Z: .. cursor - do not Street Address or Lotuse # f �^��/ key, the return �n � ? A2 ie e f l � �r CltylTown State Zlp Code Contact Person (if different from Owner) Telephone Number S. Teat Results Date Time Date Time Observation Hole # 1 — Depth of Perc �^ Start Pre -Soak End Pre -Soak r' r Time at 12° �-- Time at 9" Time at 6" i Time (9"-6") Rate (Min./Inch) Test Passed: Test Passed: ❑ Test Failed: Test Failed: ❑ o S &-ed Test Performed By. te L. . 1Mtnessed By. Comments: t5form12.doc- 05/03 Pere Test • page 1 of 1 2:0 'd Z z z ❑ g D 0 ❑ L.J ❑ C ❑ _ O .G CL 8 GT z _. 1p� O 4 �y G e� (77 .fie Z ❑ ❑ ❑ CL 8 z _. a M '+S L(1 00 r 9699 289 8L6 T H,410H,':13'_ 'f Hd3SOf Wd Lv: To 0 z a� m O z El z I El u n I. t' I� Ck Cie E m 0 S � � o � i w CL S9 W v LO c o � r cV 00 rD Vold 9699 289 SZ6 T "f Hd3SOf Wd .^_.b- 10 -' OOZ-90-r•.nN Ck 7 O E m 0 S � � o � i w CL S9 W v LO 00 rD Vold 9699 289 SZ6 T "f Hd3SOf Wd .^_.b- 10 -' OOZ-90-r•.nN E z c Q 0 a a m C U Li se 9699 289 G.L.S. T OAlkiM2_}3S. -1 Hd3SOf Wd 8v: TO LOOZ-9o-i,5o" i� u. > � r� V � 1 as 32 ` m C U Li se 9699 289 G.L.S. T OAlkiM2_}3S. -1 Hd3SOf Wd 8v: TO LOOZ-9o-i,5o" 90'd M N ❑ o N L OCL C O U z � � � c c C e uj � O ui U ? ❑ N OCL c ui 9699 289 O L 6 T H iltJfi a35 "1' Hd3SOf Wd 8b= TO —'00---90—e'-,OH a CD co h�pr�rl' rrldIllBuu� l ''�. IdI��I�IVllllllpl III p� 3 z c L0 ' d 9699 289 8L-6 T HAIOM--J3S 'f Hd3SOf Wd r.T-: T 0 L00:= -90 -;'•.QM �i rR � 9 N Zz N � z c L0 ' d 9699 289 8L-6 T HAIOM--J3S 'f Hd3SOf Wd r.T-: T 0 L00:= -90 -;'•.QM r� r1. ai m I m CL 46 R 9699 289 8L6 1 "A 10r-1,AAS. '.0 HdASnf gad 6v: TO C W L a12 i U o Cl ® C� D P m CL 46 R 9699 289 8L6 1 "A 10r-1,AAS. '.0 HdASnf gad 6v: TO Al L�. h cc 60'd 9699 289 8L6 T 'f Hd3SOr Wd 0S: Tia LOOZ-90-e%l H is Eo^��c AUG. 2007 To IN r),,: � APPLIC TION. FOR'SOIL TESTS � � T DATE: "Z ® CC) MAP & PARCEL: LOCATION OF SOIL TESTS:- % Su A4 -c-^ -S l �', wt ©% 'e - OWNER: Contact #..q � r` O C-1 r) APPLICANTZSn Contact #: 77 .& 1 ADDRESS: '� �A `:v �'.= �'�(� T i� .0 ENGINEER: 'c��I r- Contact CERTIFIED SOIL EVALUATOR: Intended'Use of Land: Residential Subdivision Single Family Home Commercial Is This: Repair Testing developed Lot Testing: Upgrade for Addition: In the Lake Cochichewick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM ➢ Proof of land ownership (Tax bill, or letter from owner permitting test) ➢ 8.5 x11 Plot plan & Location of Testing (please indicate test pit sites on tile plan) ➢ Fee of $425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of $360.00 per lot for repairs or upgrades. GENERAL INFORMATION . Only Certified Soil Evaluators may perform deep hole inspections. ➢ Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. ➢ 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 the BOH representative." ➢ Full payment will be required for all additional tests within two weeks of testing. A Within 45 days of.testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing 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 Line N.A. Conservation. Commission Ap ro l Date. Signature of Conservation Agent: Date back to Health Department: (stamp in): EHEALT, 0 W ll 7 2007r i H A�at�OVEhEPART'MEN T ' ------ ____---_--_-__-_-_-__-_____� � --___'--_____--__-'--___--__-__-_-_______-_-_________-__-__�_-� ' ......... ....����������� -----'----------'-'---------'-------------'-----------�-----'-1 _____��___-', _-______-, _-_-_-_^__--'___� -- ---------- --------------------------------------- 0 MORTGAGE INSPECTION PLAN T55 WINTER STREET No. ANDOVER , MASS. SCALE: 1"* 80.` M ARCH 3, 1992 WILLIAM . G. TROY REGISTERED LAND SURVEYOR 936 EAST STREET-TEWKSBURY, MASS. -P O goQ W N N xiST. A�eh WELL 30' 10.56' 1 30.00' 67'- 122.97 WINTER STREET I HEREBY .CERTIFY TO THE TITLE INSUROR AND TO THE BANK THAT THE DWELLING IS LOCATED ON THE LOT AS SHOWN AND THAT IT DOES CONFORM WITH THE TOWN OF NO. ANDOVER ZONING REGULATIONS s_ wn_i_1nA REGARDING SETBACKS FROM STREETS AND LOT LINES. I FURTHER CERTIFY THAT THIS DWELLING IS NOT LOCATED IN THE FEDERAL FLOOD HAZARD 4REA AS SHO N ON MAP DATED JUN. 5 1989 / ACO MUNITY PANEL NO.25009800108y 4W A. REGISTERED LAND SURVEYOR THIS PLAN FOR MORTGAGE PURPOSES -NOT FOR BOUNDARY DETERMINATION. anuunARY INFORMATION TAKEN FROM: N.ER.D. PLAN 7586. yt � e b t � • `o MASSACHUSETTS QUITCLAIM DEED SHORT FORM (INDIVIDUAL) 881 Kevin M. Merli and Karen P. Merli, husband and wife 2' of North Andover, Essex County, Massachusetts, being Amarried for consideration paid and in full consideration of --Two Hundred Thirty-five Thousand and no/100 ($'235,000.00) Dollars ----------------------- grantto James Bradford Gilmore and Roberta B. Gilmore, husband and wife as Tenants by the Entirety Of 755 Winter Street, North Andover, MA with quUriatm ruurnatdo The land with the buildings thereon situated on Winter Street in North Andover, Essex County, --Massachusetts and being shown as Lot #7 on a plan entitled "Plan of Land owned by North Andover Assoc." located in North Andover, March 28; 1977, revised-Ap-Til 8, 1977 and recorded with Essex North District Registry of Deeds as Plan #7586, bounded and described as follows: NORTHERLY by Lot #8, according to said plan, four hundred and fifty eight and 73/100 (458.73) feet; a) EASTERLY by Winter Street, according to said plan, two hundred o thirty-eight and 57/100 (238.57) feet; FCC SOUTHERLY by Lot #6, according to said plan, four hundred sixty ,c: six and 54/100 (466.54) feet; and 0 0 WESTERLY by land now or formerly of the Commonwealth of z Massachusetts according to said plan, seventy-three and 90/100 (73.90) feet. a) � Containing, according to said plan, 48,032 square feet of land, more +J or less. U Said premises are conveyed subject to and with the benefit of any and +1 s~ all easements, restrictions, reservations and conditions of record, if .H any, insofar as the same are in force and applicable. L Being the same premises conveyed to us by deed of North Andover r Associates by deed dated September 26, 1978 and recorded in the Essex ,. North•District Registry of Deeds in Book 1352, Page 384.. n Page 1 of 1 DelleChiaie, Pamela From: Marianne Peters[mpeters@millriverconsulting.com] Sent: Thursday, August 02, 2007 2:46 PM To: 'Daniel Ottenheimer'; dobrzut@millriverconsulting.com; Grant, Michele; DelleChiaie, Pamela; Sawyer, Susan Subject: Soil Eval; 755 Winter St scheduled for August 7th @ 12:00-ish Soil Eval for 755 Winter with Joe Serwatka scheduled for 8/7 @ noonish.... maybe earlier or later depending upon the previous soil testing progress; Joe knows this; we'll call his cell. Marianne Peters Mill River Consulting 2 Blackburn Center Gloucester, MA 01930 978-282-0014 ph 978-282-0012 N www.mill.riverconsulting.com 8/2/2007 COMfAON,WEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION RECEIVED JUN 2 5 2007 TOWN OF NORTH ANDOVER TITLES HEALTH DEPARTMENT OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: _755 Winter Street _ North Andover_ Owner's Name: _Roberta Gilmore _ Owner's Address: _755 Winter Street _ _ North Andover, MA 01845_ Date of Inspection: _6/8/2007_ Name of Inspector: Neil J Bateson_ Company Name: Bateson Enterprises Inc._ Mailing Address: _111 Argilla Road_ _Andover, MA 01810_ Telephone Number: _( 978 ) 475-4786_ 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 fimction 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 s er Evaluation by the Local Approving Authority X ai Inspector's Signature: ate: _6/8/2007_ 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 FORINT PART A CERTIFICATION (continued) Property Address: _755 Winter Street_ _ North Andover— Owner: _ Gilmore _ Date of Inspection: _6/8/2007 _ Inspection Summary: Check A,B,C,D or E / ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the "Conditional Pass" section need to be replaced or repaired The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no or not determined (Y,N,ND) in the for the following statements. If "not determined" please explain. _ The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infilft ation 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 I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: _755 Winter Street_ _ North Andover_ Owner: _Gilmore _ Date of Inspection: 6/8/2007 _ C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health, safety and the environment: Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: _ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. _ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance _ "This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Page 4 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: _755 Winter Street_ _ North Andover— Owner: _Gilmore Date of Inspection: 6/8/2007 _ D. System Failure Criteria applicable to all systems: You must indicate "yes" or `no" to each of the following for all inspections: _Yes Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool No Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _No Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _No Liquid depth in cesspool is less than 6" below invert or available volume is 1/2 day flow. _No_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped No Any portion of the SAS, cesspool or privy is below high ground water elevation. _No_ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _No_ Any portion of a cesspool or privy is within a Zone 1 of a public well. _No_ Any portion of a cesspool or privy is within 50 feet of a private water supply well. T _No_ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] _Yes_ (Yes/No) The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure E. Large Systems: To be considered a large system the system must serve a facility with a design flow of .10,000 gpd to 15,000 1'd• You must indicate either "yes" or `no" to each of the following: (The following criteria apply to large systems in addition to the criteria -above) yes no the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area — IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 1.5.304. 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: _755 Winter Street_ _ North Andover _ Owner: _Gilmore Date of Inspection: 6/8/2007_ Check if the following have been done. You must indicate `yes" or "no?' as to each of the following: Yes No Yes _ Pumping information was provided by the owner, occupant, or Board of Health _No Were any of the system components pumped out in the previous two weeks ? Yes_ _ Has the system received normal flows in the previous two week period ? No Have large volumes of water been introduced to the system recently or as part of this inspection ? _Yes_ — Were as built plans of the system obtained and examined? Yes_ ` Was the facility or dwelling inspected for signs of sewage back up ? Yes _ Was the site inspected for signs of break out ? _Yes_ _ Were all system components, excluding the SAS, located on site ? _Yes_ _ 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 ? _Yes_ _ 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 _ _No Existing information. _Yes_ _ 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)] Page 6 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: _755 Winter Street _ North Andover– Owner: _Gilmore Date of Inspection: _6/8/2007_ FLOW CONDITIONS RESIDENTIAL Number of bedrooms (design): N/A Number of bedrooms (actual): _4_ DESIGN flow based on 310 CMR 15.203 N/A Number of current residents: _2 Does residence have a garbage grinder (yes or no): _No_ Is laundry on a separate sewage system (yes or no): No _ Laundry system inspected (yes or no): _ Seasonal use: (yes or no): _No_ Water meter reading: –Yes_ Sump pump (yes or no): _No Last date of occupancy: _ Current _ COMMERCIAL/INDUSTRUL Type of establishment: Design flow (based on 310 CMR 15.203): _gpd Basis of design flow (seats/persons/sgft,etc.): — Grease trap present (yes or no): _ Industrial waste holding tank present (yes or no): Non -sanitary waste discharged to the Title 5 system (yes or no): — Water meter readings, if available: Last date of occupancy/use: OTHER (describe): GENERAL INFORMATION Pumping Records Source of information: Pumped 3 years ago, owner _ Was system pumped as part of the inspection (yes or no): _No_ If yes, volume pumped: _ gallons -- How was quantity pumped determined? _ Reason for pumping: _ TYPE OF SYSTEM X_ Septic tank, distribution box, soil absorption system _ Single cesspool _ Overflow cesspool Privy _ Shared system (yes or nod (if yes, attach previous inspection records, if any) _ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) Tight tank _ Attach a copy of the DEP approval _ Other (describe): Approximate age of all components, date installed (if known) and source of information 25 years old _ Were sewage odors detected when arriving at the site (yes or no): _No Page 7 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: _755 Winter Street _ North Andover _ Owner: _Gilmore Date of Inspection: _6/8/2007 BUILDING SEWER _ X _ (locate on site plan) Depth below grade: _24" Materials of construction: _X_ cast iron _X_ 40 PVC other Distance from private water supply well or suction line: _ Comments (on condition of joints, venting, evidence of leakage, etc.) _ 4" Cast iron thru wall, & 3" PVC in house. No leaks visible. SEPTIC TANK: X Depth below grade: _12" Material of construction: X 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: 10'x 5' x 4' Sludge depth —6" _ Distance from top of sludge to bottom of outlet tee or baffle: _21" _ Scum thickness: _6" Distance from top of scum to top of outlet tee or baffle: - 8" -Distance from bottom of scum to bottom of outlet tee or baffle: 19" _ How were dimensions determined: _Tape Measure _ Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc Inlet tee ok. Outlet tee corroded on top. Depth of liquid at invert. No evidence of leakage. _ GREASE TRAP: _(locate on site plan) Depth below grade: _ Material of construction: concrete metal fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments (on pumping recommendations, inlet and outlet tee or bale 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: _755 Winter Street _ North Andover - Owner: _Gilmore Date of Inspection: _6/8/2007 TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass _polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present (yes or no): Alarm level: Alarm in working order (yes or no): Date of last pumping: Comments (condition of alarm and float switches, etc.): DISTRIBUTION BOX X ( locate on site plan ) Depth below grade 24"_ Depth of liquid level above outlet invert: 0 Comments (note if box is level and distributi_on to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.) _D -Boz Ievel & distribution equal. Evidence of carryover. Evidence of leakage. D -box cover broken. One pipe plugged with plastic bag._ PUMP CHAMBER: _ (locate on site plan) Pump in working order (yes or no): — Alarm in working order (yes or no): Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: _755 Winter Street _ _ North Andover — Owner: _Gilmore Date of Inspection: 6/8/2007 SOIL ABSORPTION SYSTEM (SAS): X (locate on site plan, excavation not required) If SAS not located explain why: Type X leaching pits, number: 3_ leaching chambers, number: — leaching galleries, number: _ leaching trench, number, length: _ leaching field, number, dimensions: _ overflow cesspool, number: innovative/alternative system Typeiname of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.):—Soil ok. Vegetation ok. No sign of ponding to surface. Pit # 1 no water to invert. Pit # 2 liquid above invert & pipe to d -box. Pit # 3 was plugged off with plastic bag._ CESSPOOLS: Number and configuration: _ Depth — top of liquid to inlet invert: — Depth of sludge layer: Depth of scum layer: _ Dimensions of cesspool: _ Materials of construction: fl - 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 Property Address: _755 Winter Street _ _ North Andover— Owner: _Gilmore _ Date of Inspection: 6/8/2007 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 Tel: (978) 475-4786 Fax: (978) 475-5451 BATESON ENTERPRISES, INC. Excavating -Water& Sewer Lines -Septic Systems & Pumping Service 111 Argilla Road Andover, Mass. 01810 Title 5 Inspection Report Property Address: 755 Winter Street, North Andover Owner: Gilmore Date of Inspection: 6/8/2007 My report contained herein does not constitute a guarantee of future usage and the functionality of the existing septic system. Such report issued herewith is merely based upon my observations, and I hereby disclaim any further operation of your current septic system. Bateson Enterprises, Inc. e . -PLOT OF � �� ��► 5;...F,LE- �" - 4CLAT{ 5 18 `7�' /*00=4 s gime" ,c4� CAMOR100c 9TR6E-v v4pyqu CA 'RLIPL1NGTON. MASSACHUSETTp DOUGLAS � P• e f0.tBES 4 14834 , Ql� SND SUR`` 1 -C E_X 1 -T v %) C' �r +tel C- y --T M_ -T E, - Ek-z.JAI I ,,i /— O7— // 8, yg, p3,� i �rLL 1. t'Vkc - -�-T1 4" io.:6' Vvq G /6 !6 `. /— O7— // 8, yg, p3,� i �rLL 1. t'Vkc - -�-T1 4" io.:6' Vvq