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HomeMy WebLinkAboutMiscellaneous - 79 SALEM STREET 4/30/2018 (2)MASSACHUSETTS PROPERTY INSURANCE UNDERWRITING ASSOCIATION Two Center Plaza Boston, Massachusetts 02108-1904 (617) 723-3800 Ma Only (800) 392-6108. FAX (800) 851-8424 Form of Notice of Casualty Loss to Building Under Mass. Gen. Laws, Ch. 139, Sec.3B NORTH ANDOVER HEALTH DEPT. NORTH ANDOVER TOWN HALL NORTH ANDOVER MA 01845 Re: Insured: Property Address: Policy Number: Type Loss: Date of Loss: Claim Number: LEONARDO & LUCILLE ANNALORO 79 SALEM ST., NORTH ANDOVER, MA 01845 0780196 Windstorm 06/10/2006 231921 7/5/2006 RECEIVE JUL 10 2006 TOWN OF NORTH AN ",-)VER HEALTH DEPARTt ,.,,, Claim has been made involving loss, damage or destruction of the above captioned proper/, which may either exceed $1000.00 or cause Massachusetts General Laws, Chapter 143, section 6 to be applicable. If any notice under Massachusetts General Laws, Chapter 139, Section 3B is appropriate, please direct it to the attention of the writer and include a reference to the captioned insured, location, policy number, date of loss and claim or file number. MPIUA Claims Division C MA00021 1 -� of Health U �! O/j t19 /-s 6o j'[ OK SEPTIC SYSTEM �PV-7y INSPALLATICN CHECK LIST eascnst LOT_l 1. Distance To: a. Wetlands b. Drains c. Well 2. Water Line Location 3• No PPC Pipe 4. Septic Tank a. Tees - Length & To Clean Out Covers b. Cement Pipe to Tank On Both Sides of Tank 5. Distribution Box a. Covers & Box - No Cracks b. All Lines Flowing Equal Amounts c. No Back Flow 6. Leach Field or Trench a. Dimensions b. Stone Depth c. Capped Ends d. Clean Double Washed Stone 7. Leach Pits a. Dimaa one b. /itonepth c. Pads d. e. Pipe to Pit - Both Sides f. Clean Double Washed Stone 8. No Garbage Disposal 9. Final Grading Inspection 10. Barricading Covered System 11. As Built Submitted a. Lot Location b. Dimensions of System c. Location with Regard -to Pere Test d. Elevations e. Water Table SOIL PROFILE & PERCOLATION TEST DATA Tortiz Andover d,as. < No . &Street +�� Lot No Loc./Subdiv.'Ir� Plan Owner 1 /� Investigator _ - � ~� Observer SOIL PROFILES -DATE 1. Elev. _ ?'Elev. 3' Elev. —Elev. 0 0 0 0 Ties to Test Pits 2 2 2 2 3 3 _ 3 3 - 4 -- S _ S _ 5 5 - 6 8 8 8 8 9 - 9 9 9 x 10 10 10 10 - Benchmark Location Elevation Datum Percolation Tests -Date 3• �i 4 Pit Number 1 2 3 4 S Start Saturation Soak -Mins. /` Start Test -Time Drop of 3" -Time Drop of 6 "-Tine , P o Mins.lst.3"Drop 0' - - Mins.2nd 3"Dro a y- - ?votes & Sketches on Back y� G�iu�k . �.�� ?� � � � STEWART'S s SEPTIC TANK SERVICE 47 RAILROAD STREET, BRADFORD, MASS. 01835 Telephone: 372-74771. Date -,o=' o �` Mr. hAv[Rz---> Street -2 l s yy 5 1 City 0c), 'AI,LAn- C )P-V— SERVICE CHARGE DIGGING PUMP TANK 1S6Q 7" YO ao SNAKE LINE �vl"© SERVICE CHARGE Not responsible for grass & driveways. INVOICE DUE AND PAYABLE UPON RECEIPT Le TOTAL 166-0 •yM Signature Work done in satisfactory manner 1768 APPLICATION FOR SEWER SERVICE CONNECTION North Andover, Mass. -i�- Application by the undersigned is hereby made to connect with the town sewer main in CF Street, subject to the rules and regulations of the Division of Public Works. The premises are known as Nor or subdivision lot no. Owner. - Contractor cousE� Address Address Applicant's Signature PERMIT TO CONNECT WITH SEWER MAIN The Division of Public Works hereby grants permission to to make a connection with the sewer main at subject to the rules and regulations of the Division of Public Works.. Inspected by Date By See back for rules and regulations Street Street Division of Public Works 04/06/1997 15:02 5083736611 I� STEWART/ANDOVER _ PAGE 01 A%r Alvz6ver 12.x. t , !Jmln St,VICE - A4414 A nciw.i47 RRIUVAD 919M - Mh 41835 978-372-7471. ,nom-�,ol L.►� # ,�� mmm or pc Lein -5A- !Op SV r �+ �eoa 8�nnan ,pr• L 60 0?3 Carl idr» lar g� )Sao 'K W r � . vrr� 1000 ldep Rae- lC 6rao is &,,(t �-r na Qu m I 57 &16101140/�}v 15� 1160 /e . 6ul/7 *,t- 3A 1 Od0 ! o lea. r Tct vcrn %, f SQcJ 15by).ire ,/,�S 04/06/1997 15:02 5023736611 STEWART/ANDOVER PAGE 01 mm� A/64i ANI.)6ver Q a 4.- o MA 01835 u.aW 1 160 -op ti 578-372-7471 gni'-�r� t L.►� � ,�� or FOR W,Cr min tzir, jOr- to ria. Iva,ern lan, E-2 dant t ! es7c-la )5 Con ire /s . �.;.,. 74 LGrn enc I 14646 t5ao Woo nc u m 15dd P- nnan fir• o?3 7 Cor/ fan Ion e_ g� 5 GJ � rtif i vm -c( 7 JA5 �ac(C �rdQK 15-7 C10 min tzir, jOr- to ria. Iva,ern lan, E-2 dant t ! es7c-la )5 Con ire /s . �.;.,. 74 LGrn enc I 14646 t5ao Woo nc u m 15dd 04/06/1997 15:02 5083736611 STEWART/ANDOVER ^� PAGE 01 m Mbr4i Alvt wer a.& r+,• _. IJbIn cf. I FIs Sap= mm SOME AldfhiA nn�/•� 47 Fang= gfr4M Mh 41835 Wm v ! Lle. 16t -op }i •ins'-� 1 L� � ,4Q� 978-372-7471 mmm or ROM MRMMCp /pp /e4d 15op 073 -7 OAri ley-) !ah e 15ao /ow raoic !;?,,t /oeo 5-7 160-1140 / 4V . !/6a le. . a �� 1 I o �a• ,, 1 Ta'l veru"410-65 _ 35 OR/ !Gtie, T'ow. ' �r �� / '�L ✓4! /04) / 1 A/'6(+ *A vzzvcr lam .�f4,n st Na i�h A "ul Lac �5l-[�►� STEWART/ANDOVER g�TS �nzwrc4� BRADFORD, MA 01835 978-372-747.1 or Tt�Q.Y REpop�.� am TOM 0r 6e" lh PAGE 02 Town of North Andover, MA Watershed Septic System Servicing Report Date: S-- 9 S— Homeowner: Street Phone Nature of Service: Routine Emergency END Pumper : DANIF1 A GIARD Address: SEPTIC SERVICE Phone MA 008) gg.7g53— Observations: Good Condition Full to Cover / J Baffles in Place Leachfield Runback Excessive Solids Heavy Grease Roots Other (Explain) Description of Work: Comments: PPR �D WLTE PROVIDED NORTH Ai3 ?0 _!'1'R F>G RD 0r 1Ir ��.LTH /,Q DISAPPROVED DATE TIME RF_ SON L � �/If /7 'Title 5 Reg. 2.5 Fail Reg. 6 V v 1: G e submitted plan must show as a minumum: kd) the lot to be served (area,dimensions,l.ot //,abutters) (Planning Board -files) location and log of deep observation holes -distance to ties location and results of percolation tests -distance /- to ties i) s & calculations showing required design calculation / leaching area (e location and dimensions Gf system -(including reserve area) f existing and proposed contours location of any wet areas within 100' of the sewage disposal_system-ot- disclaimer (check wetlands.mappin€ surface and subsurface drains within '100' of sewage -disposal system or disclaimer (i) location of any drainage easements within 100' of sewage disposal system or disclaimer (planning board files) knoYm sou-r.ces_:=of_-,water. supply _ withi.n: 200' of sewage-- disposal_ --system_ or_ -_disclaimer:.- of -any -proposed -well to serve the `lot (1-00' from _leaching facility) location -of water lines. on property ('10' from. leachi facilities) location of benchmark driveways garbage disposers P no PVC is to be used in construction (q a profile of the system (elevations of basement, p1L pipe septic tank, distribution box inlets and outle`. / distribution. -field piping and any other elevations) r) maximum ground water elevation in area of sewage di: system Engineer or (s) plan must be prepared by a Professional are such other professional authorized by law topre p Plans Septic Tanks Via) Capacities :- 15095 of flow, water table, tees, depth of tees, access, pumping% Cleanout lot -from cellar wall or inground 25' . from subsurface drains �b �d swimming pool J'ail .10.2 Y :10.4 � ✓ I' I Distribution Boxes (a Slope greater than Q.OS (b� Sump Leaching Pit s Leaching pits e preferred where the installation :,s possible (a ' alculations of leaching area (minimum 500 S.F.) Spacing c Surface drainage 2% d Cpver material Leaching Fields JJJ �7 lb RoGreater than 20 minutes/inch Area (minimum_..900 S.F.) Construction of field d Surface . drainage 2% (e - 20' from cellar wall or inground swimming pool Leaching Trenches (a Calculations of eaching area (min. 500 S.F.) (b Spacing (4 f min. 6 ft. with reserve between): (c Dimension (d . --: Cons uction -_ (e St (f) rface drainage 2% - - Downhill S e (a) �Vp y/x Ro o be shown b x X 150 be shown Pumps (a App oval .(b� St nd-by power TOWN OF NORTH ANDOVER DIVISION OF PUBLIC WORDS 384 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845-2909 J. WILLIAM HMURCIAK, DIRECTOR, P.E. Timothy J. Willett NoerN Staff Engineer 3?0,•',�� 6"< C November 1, 2000 TO RESIDENTS OF SALEM STREET: Telephone (978) 685-0950 Fax (978) 688-9573 Please be advised that the recently installed sewer main on Salem Street has passed all required testing and inspections. Consequently, it is now ready for public use. This affects the following houses on Salem Street: #39, #40, #49, #58, #59, #69, #70, #79, #99, and #120. You may now begin the process of connecting to the sewer. A sewer connection permit must be taken out from this office. The fee for the permit is. $1,000.00. You must hire your own contractor to make the connection. A list of contractors is available at this office. Contractors not on the list may also be hired. The permit requires "sign -offs" from the Health Agent and Conservation Agent at 27 Charles Street. Once the permit has been paid, and has been signed by the Conservation and Health Agents, your contractor may proceed to connect your house to the sewer line. The Board of Health has a regulation in place stating that all homes that have access to town sewerage must connect within six months after a line becomes ready for connections. CC: Sandra Starr Susan Ford Town of North Andover Office of the Health Department Community Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 Sandra Starr Health Director May 15, 2001 Mr. & Mrs. Paul Annaloro 79 Salem Street No. Andover, MA 01845 Re: Sewer Tie-in Dear Mr. & Mrs. Annaloro: Telephone (978) 688-9540 Fax (978) 688-9542 The Health Department has been supplied with a list of all residences, currently on septic, which have access to the municipal sewer system. Your property was listed as having access as of November 2000 due to the completion of the new sewer in your area. This office was notified that you were sent information from the Department of Public Works informing you of your status and the tie-in regulation. As previously published at a Public Hearing on March 17, 1994, the Board of Health has adopted regulations concerning the required sewer tie-in. The following timetable concerning your property status was adopted: 4.1 All establishments that currently do not have municipal sewer available to them must connect to the sewer as soon as it becomes available, with a maximum time limit of six months. The purpose of these regulations is to safeguard North Andover's drinking water, surface waters, groundwater and surrounding environment. Sanitary sewer is believed to be the most effective form of wastewater treatment. A copy of the entire regulation can be obtained at our office. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NURSE 688-9543 PLANNING 688-9535 A - w Any questions concerning this regulation should be directed to the Board of Health at (978) 688-9540. Additional inquiries regarding the physical tie-in and permitting process should be directed to the Department of Public Works at (978) 685-0950. Please be advised this Board intends to persevere in this regulation. Yours truly, Gayton Osgood, Chairman Francis P.MacMillan, M.D., Member Johr� S. Rizza, D.M.D., Member SF/sc TOWN OF NORTH ANDOVER SYSTEM PUMPING RECORD DATE: SYSTEM OWNER & ADDRESS SYSTEM LOCATION (example: left front of house) DATE OF PUMPING: \ f D ` �i C9 I QUANTITY PUMPED - GALLONS i CESSPOOL: NO L//YES SEPTIC TANK: NO YES NATURE OF SERVICE: ROUTINE L ----EMERGENCY i OBSERVATIONS: GOOD CONDITION FULL TO COVER. HEAVY GREASE AFFLES IN PLACE ROOTS LEACHFIELD RUNBACK EXCESSIVE SOLIDS FLOODED SOLIDS CARRYOVER OTHER (EXPLAIN) i SYSTEM PUMPED BY: ArlaoVer S'e rp4 C, i COMMENTS: Ile- CONTENTS TRANSFERRED TO:(� I ► 1