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HomeMy WebLinkAboutMiscellaneous - 934 SALEM STREET 4/30/2018 (2)i N O O ca cn Q D o m o K N N O -1 O ;u o m o M 0 i _ - L RELEASE FORM r\0 N FORM U OT RE S INSTRUCTIONS:. This form is used to verify that allnecessary approval / permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and or landowner from compliance with any applicable requirements. APPLICANT t C ra ` r e C, PHONE ASSESSORS MAP NUMBER LOT NUMBER SUBDIVISION LOT NUMBER u STREET S Q, e m � '-kr e 2�- STREET NUMBER c 3 I..........E................................................................ OFFICIAL USE ONLY .......0.-W0a0_■0aaaEaaa..R.0a.a0x0a0a...0Raa0a■0aEaEaa0000r00r0R.a.aaEaaaE■ RECOMMENDATIONS OF TOWN AGENTS M?we�—� .......................,..'.............................. ....EWER■R■■ DATE APPROVED C SERVATION ADMMS TOR DATE REJECTED DATE REJECTED CONRVIENTS DATE APPROVED FOOD INSPECTOR - HEALTH DATE REJECTED p DATE APPROVED 816 C INSPECTOR - HEALTH DATE REJECTED COMMENTSi� PUBLIC WORKS - SEWER / WATER CONNECTIONS DRIVEWAY PERMIT DATE APPROVED FIRE DEPARTMENT DATE REJECTED COMMENTS RECEIVED BY BUILDING INSPECTOR 1697 !� f� APPLICATION FOR SEWER SERVICE CONNECTION �1 North Andover, Mass. <�u/lG 19f Application by the undersigned is hereby made to connect with the town sewer main in (>GL��PIyj Street, subject to the rules and regulations of the Division of Public Works. The premises are known as No or subdivision lot no Own' err / 4i Contractor 14 Q'7?C8361Ccj ?81 43� ")?Ss Address i A. WppI'ican�t', z7 dta /- le -5 °��.. 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 See back for rules By Street Street Division of Public Works RULES AND REGULATIONS FOR GOVERNING THE INSTALLATION OF SEWER SERVICES 1. No unauthorized person shall uncover, make any connections with or opening into, use, alter, or disturb any public sewer or appurtenance thereof without first obtaining a written permit from the Division of Public Works. 2. All costs and expense incident to the installation and connections of the building sewer shall be borne by the owner. The owner shall indemnify the (town) from any loss or damage that may directly or indirectly be occasioned by the installation of the building sewer. 3. A separate and independent building sewer shall be provided for every building; except where one building stands at the rear of another on an- interior lot and no private sewer is available or can be constructed to the rear building through an adjoining alley, court, yard, or driveway, the building sewer from the front building may be extended to the rear building and the whole considered as one building sewer. 4. Old building sewers may be used in connection with new buildings only when they are found, on examination and test by the (Superintendent), to meet all requirements of this ordinance. 5. The size, slope, alignment, materials of construction of a building sewer, and the methods to be used in excavating, placing of the pipe, jointing, testing, and backfilling the trench, shall all conform to the following requirements. The sewer shall be 6"diameter SDR 35, PVC pipe. Minimum slope shall be 1/8" per foot. The minimum depth of sewer shall be four feet below finish grade. Sewer pipe shall be installed on a stable trench bottom of hard durable crushed stone to a minimum (6) inch depth below the pipe. After the pipe has been installed, crushed stone shall be brought up to the crown of the pipe. Care shall be taken to carefully grade and compact the stone, and prevent pipe displacement. The remainder of the trench shall then be backfilled in one foot lifts with mechanical tamping after each lift. 6. Whenever possible, the building sewer shall be brought to the building at an elevation below the basement floor. In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewage carried by such building drain shall be lifted by an approved means and discharged to the building sewer. 7. No person shall make connection of roof downspouts, exterior foundation drains, or other sources of surface runoff or ground water to a building drain which in turn is connected directly or indirectly to a public sanitary sewer. 8. The applicant for the building sewer permit shall notify the (Superintendent) when the building sewer is ready for inspection and connection to the public sewer. The connection shall be made under the supervision of the (Superintendent) or his representative. 9. All excavations for building sewer installation shall be adequately guarded with barricades and lights so as to protect the public from hazard. Streets, sidewalks, parkways, and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the (town). !—.�,.•re. .ti�..r�.��r.... �.. .�-.. .�.r�4.., .t-. ..r�ri...:.,.">F ......''^'s�. _ ,..J`... .-...�h...-�'k. � r .... � rr�...... �4-.11..Y�.n.:�.+'.+ �...,... . •r'r r �..1._ ^ . / - r 1697 APPLICATION FOR SEWER SERVICE CONNECTION North Andover, Mass. 1 'l9a 9-r Application by the undersigned is hereby made to connect with the town sewer main in Street, subject to the rules and regulations of the Division of Public Works. The premises are known as No. J� k f Street or subdivision lot no. Day Vl�4r�1 I�A�� 1 �!� �C/ / S ��_ •.. Owner �? F Contractor L'oNSEP✓rfTivd/ Address 27 ON PERMIT ' O CO.NNE�,a"T'4 FTH SEWER MAIN)( The Division of Public Works" hereby grantsNper iftsion to ' k t ` !N to make a connection with the sewer main at r subject to the rules and regulations of the Division of Publics'Mrks.. Inspected by Date Street V, Division of Public Works' By Fregulations See back for rules an � � •-`�� k Q / APPLICATION FOR SEWER SERVICE CONNECTION North Andover, Mass. ud'!5e� �� 1�� Application by the undersigned is hereby made to connect with the town sewer main in `>cL1�kgt Street, subject to the rules and regulations of the Division of Public Works. The premises are known as No. or subdivision lot no. / //((-//., Owner l /� d - Contractor �E l�f2i4 ev'VU 5e) ->V4 -1,9A% Q'7 VC 9' ?8I 3g V)?5sS Address /� ffi U71 40rW1, V... kl 0 Z 7 CL /- le -5 5 � -, 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 William P. Crabtree ` 934 Salem Street No. Andover, MA 01845 April 5, 2000 Town of North Andover Community Development & Services 27 Charles Street North Andover, MA 01845 RE: Sewer Tie-in 934 Salem Street No. Andover, MA Dear Sirs: I have hired Joseph Cristaldi, 14 Union Street, North Andover, MA to make the sewer tie-in. Mr. Cristaldi will be pulling permits this month, and plans to have the work completed by June 1, 2000. Sincerely, 1 �'t'e William P. Crabtree cc: Town of North Andover Health Department 27 Charles Street North Andover, MA 01845 Town of North Andover OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES WILLIAM J. SCOTT Director (978) 688-9531 March 24, 2000 Mr. & Mrs. William Crabtree 934 Salem Street No. Andover, MA 01845 Re: Sewer Tie-in Dear Mr. & Mrs. Crabtree: 27 Charles Street North Andover, Massachusetts 01845 'to , 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 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. Your property is in violation of this Board of Health regulation. Please contact the Health Department regarding this matter immediately. If we do not hear from you by May 10, 2000 your name will be placed on the regularly scheduled Board of Health meeting agenda and placed on public notice. The meeting will be held on May 25, 2000 for discussion of legal action including court hearings. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 •'� Sewer Tie -In 934 Salem Street Page 2 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 �i Francis P. MacMillan, M.D., Member IO�Tor, W SF/smc �Uij•< tki1, 11.4Jl fr„J V101C,11 UnrK,r� L1•71 NORTH ANDOVER BOARD OF HEALTH400,5 ;5u_0 c f&" OVED D'O`PE PROVIDED -RI,17� Title 5 Reg. 2.5 Fail Reg. 6 L\ DISAPPROVED DATE TIME REASON The submitted plan must show as a minumum: (a the lot to be served (area, dimensions, lot //,abutters) (Planning Board files) (b) location and log of deep observation holes -distance to ties (c) location and results of percolation tests -distance / to ties (d) design calculations & calculations showing requ'i'red leaching area e) location and dimensions sf system (including reserve area) . existing and proposed contours g) location of any wet areas within 100' of the sewage disposal system o r disclaimer (check wetlands mapping) (h) 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) (j) :.known sources of- water supply- within 200' -of- sewage j' disposal --system or disci-aimer. (k) location of any proposed well to serve the lot (100' /from leaching facility) (1) location of water, lines on property (10' from. leaching facilities) 4-m) location of benchmark kn-) driveways pgarbage disposers ) no PVC is to be used in construction (q) a profile of the system (elevations of basement, plumb( pipe septic tank, distribution box inlets and outle•!-s, distribution field piping and any other elevations) (r) maximum ground water elevation in area of sewage dispo: / system (s) plan must be prepared by a Professional Engineer or other professional authorized by law to prepare such plans - Septic Tanks (a) Capacities - 150% of flow, water table, tees, depth of tees, access, pumping, (-b) Cleanout 0 10' from cellar wall or inground swimming pool d) 25' from subsurface drains I unoover fail Rog.10.2 'Reg.10.4 Reg.11.2 Reg. 11 .4 Reg.11 .1 Reg.11.11 Reg.15.1 Reg. 15.1 Reg. 15.4 Reg. 15.8 Reg. 3.7 Reg.14.1 Reg.14.3 Reg.14.4 14.5 Reg -14.6 Reg.14.7 Reg.14.1 Reg. 9.1 Reg. 9.6 �U�cll Ary' Distribution Boxes a Slope greater than 9.08 (b� Sump' Leaching Pits tD Leaching pits are �red where the installations possible (a) Calctrrations of leaching area (minimum 500 S.F.) (b- Acing ( Surface drainage 2% �d Cover material Leaching Fields 3 (a)N12Greater than 20 minutes/inch "b) Area (minimum..900 S.F.) (�) Construction of field �d Surface . drainage 2% (e� 20' from -cellar wall or inground swimming pool Leaching Trenches (a) Calculatio�- (b) eaching area (min. 500 S.F.) Spacing ft. min. 6 ft. with reserve between) (c Dimen.. ons (d Construction ( eStone (f) Surface drainage 2% Downhill Slope �a) Slope y/x = (to be shown) b) y/x X 150 = (to be shown) Pumps (a Approval (fl Stand-by power atgey .zegtM .-a suoYsueaIU •8 szroT'jEea-U •p 09 4s91 0.19,1 o'I-PZBBQ-d tn-VL uoT'lleo'I •a sq-unomii 1mnba 2u vioU S0uT'I M 'q me'+sAS jo suopua=M 'q . - - . - UoTTLI10oz Vol .8 3FUl 3o sePTS tRoB UO - *IVs Cq. edTd juamao •q T --'- slob -Ino . UEOTO oy v q Z-= . 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No ❑ Yes ' SystemPumped by: ........................................................................... License.9:..... .................................................. . Contents transferred to: ' Date -Inspector CURRIER SEPTIC & DRAIN SERVICE 107 FOREST STREET; MIDDLETON, MA 01949 (978)774-2772 e COMMEALTH OF MAS YlO U C r SYSTEM OWNER: C 6a L -hl e 93 Y Su/gym s � e�X3 - �10 4 - SYSTEM PUMPING REQ SYSTEM/ LOCATION: R ►,c 4 4- TU C'o Ung{r G 60�' DATE OF PUMPING: -GALLONS QUANTITY PUMPED CESSPOOL: NO 0 YES F7 SEPTIC TANK: NO F7 YES SYSTEM PUMPED BY: CONTENTS TRANSFERRED TO: DATE: c! INSPECT R: liar e Commonwealth of AAassachusetss : Massachusetts System Pumoina Record System Owner i , Type: Emergency Routine Cesspool: No Yes Date of Pumping: q I'? D System Pumped By: Wind River Enviromeentoi, LLC Contents transferred to: Contents Disposed at: b C S Date: `4 13 b Pumper Signature: Condition of System/Other Comments Form 4 -- System Pumping Record Location \f a Dep Approved from - 12/07/95 Septic tank: No oyes Quantity Pumped: 1500 500 Gallons Permit #: 3 0 2001 Y y.