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Miscellaneous - 1055 Salem Street (4)
1055SALEM STREET 210/104.D-0069-0000.0 � o p v i v ,i n� io�S �- SUMMARY OF INVERTS BUILDING TIES SEWER ® FDTN. 157.16 BLDG. CORNER A I B I C D NOTE•• THIS PLAN & CERTIFICATION IS NOT SEPTIC TANK IN 156.66 SEPTIC TANK OUT 40.0 13.2 - - A WARRANTY OF THE SUBSURFACE DISPOSAL SEPTIC TANK OUT 156.32 DIST. BOX 155.8130.21 - - SYSTEM. IT IS A RECORD OF THE LOCATION DIST. BOX IN 156.05 AND ELEVATION OF THE EXISTING SYSTEM i DIST. BOX OUT 155.91 COMPONENTS. BEG INV. #1 155.84 BEG INV. #2 155.83 "1 HEREBY CERTIFY THE LOCATIONS, ELEVATIONS, TIES, COVER MATERIAL; END INV. #1 155.49 EXPOSED COMPONENT COVERS ETC., SHOWN ON THIS AS-BUILT SUBSTANTIALLY END INV. #2 155.49 AGREE WITH THE APPROVED PLAN AND HAVE DETERMINED THAT THE BREAK OUT ELEVATIONS, IF APPLICABLE, HAVE BEEN MET.- APPROVED ET."APPROVED DESIGNS PLANS. ow�xw Aywky1-'w% O�o120/ SIGNATURE OF DESIGNER DATE I I 156 30' 2 TRENCHES 3'Wxl.5'DPx62'L �► INSPECTION S� PORT (TYP.) ��,I"OF Q4 s,9 VENT D-BOX � VLADIMIR L cy� NEMCHENOK . 16'� / 62 !/ I CIO 1500 GAL. A SEPTIC TANK 90,E F/STER vNDER AL ,5600 158 86 0 SSC GON 01353 ARLOT EA=24,390 S.F. js =0.5599 AC. 18A 19A EDGE OF WETLANDS 1107.01' 17A 16A 15A 14A 13A 9A 10A 11A 12A AS BUILT PLAN OF A SUBSURFACE DISPOSAL SYSTEM LOCATED IN NORTH ANDOVER, MASS./1053 SALEM STREET o AS PREPARED FOR x JEFFCO CORP. N TM: 104D DATE: 4-18-14 TL: 69 SCALE: I"=40' 0 20 40 80 MERRIMACK ENGINEERING SERVICES 66 PARK STREET ANDOVER, MASSACHUSETTS 01810 nm,� loss • S T2iED)6y6 RATED 0 PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division CERTIFICATE OF. COMPLIANCE As of: 4/18/14 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: New Construction of an On-Site Sewage Disposal System By Robert Daigle At: 1053 Salem Street Map 104D Lot 69 North Andover, MA 01845 The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. Michele Grant Public Health Agent 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 fax 918.688.8416 Web www.townofnorthandover.com .r ATED North Andover Health. Department fommunity Development Division • ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 1053 Salem St. MAP: 104D LOT: 69 INSTALLER: Robert Daigle DESIGNER: Merrimack Engineering PLAN DATE: 8/27/13 BOH APPROVAL DATE ON PLAN: 11/13/13 INSPECTIONS TANK INSPECTION: 11/13/13 then closed for winter; re issued permit in spring DATE OF BED BOTTOM INSPECTION:4/10/14 DATE OF FINAL CONSTRUCTION INSPECTION: 4/18/14 DATE OF FINAL GRADE INSPECTION: MM PLt� SITE CONDITIONS NA Contractor reports any changes to design plan NA Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: SEPTIC TANK ® Building sewer in continuous grade, on compacted firm base NA Cleanouts per plan X Bottom of tank hole has 6" stone base X Weep hole plugged X 1500 gallon tank has been installed H-10 loading X Monolithic tank construction ® Water tightness of tank has been achieved by visual testing ® Inlet tee installed, centered under access port ,A Z Outlet tee installed, centered under access port (effluent filter) ® 24" inch cover to finish grade installed over outlet access port ® Hydraulic cement around inlet & outlet Comments: - 24" cast iron cover to within 6" finish grade over inlet..........IMR Pipe has not been bedded properly and went through the winter without being bedded. Told them that they need to'bed properly with sand or stone DISTRIBUTION-BOX ® Installed on stable stone base ® H-20 D-Box NA Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets Z Observed even distribution ® Speed levelers provided (not required) Comments: SOIL ABSORPTION SYSTEM (General) X Bottom of SAS excavated down to C soil layer, as provided on. plan ® Size of SAS excavated as per plan X Title 5 sand installed, if specified on plan ® 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan ❑ Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: 1. Looking at the house closest side to house right hand side 2' short, 2. street side 1' short, 3. told Daigle to excavate to plan and will be reinspected, 4. Water in hole indicated pump water out until ready to put in sand, 5. First load of sand was ok, 6. Tank is exposed from the top to the bottom, recommended to sure up the tank for fear it could shift, 7. Reinspected SAS was sized to the plan, 8. Again, told Daigle to bed the tank pipes properly. FINAL GRADE [� Loamed [� Seeded Cover per plan Comments: DOCUMENTS NEEDED Certification of Installation Form submitted By engineer and signed and dated by ngineer and installer As-Built Plan BM = 154.00 HR = 6.16 HI = 160.16 SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Benchmark Building Sewer OUT 2.67 157.14 156.72 Septic Tank IN 3.14 156.67 156.52 Septic Tank OUT 3.49 156.32 156.27 Distribution Box IN 3.74 156.07 156.02 Distribution Box OUT 3.92 155.89 155.85 Lateral 1 TOP 3.96 /4.31 Lateral 1 INVERT 155.85 / 155.50 155.81 / 155.50 Lateral 2 TOP 3.96 /4.31 Lateral 2 INVERT 155.85 / 155.50 155.81 / 155.50 Bottom of Bed 6.09 154.07 154.0 CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank SAS Sewer ® Property line 10 10 -- ® Cellar wall 10 20 -- ® Inground pool 10 20 -- ® Slab foundation 10 10 -- ® Deck, on footings, etc 5 10 -- ® Waterline 10 10 101 ® Private drinking well 75 1002 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 Z Drains (wat. supply/trib.) 50 100 ® Drains (intercept g.w.) 25 50 ® Drains (Other)Foundation 10(5) 20(10) ® Drywells 20 25 ' Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance(NA 5.02). 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 Town of North.Andover — Septic System - AS-BUILT CHECKLIST 1) ZAII changes to the design plan have been reflected on the as-built 2) VI-lis of suitable scale; (one inch= 40 feet or fewer for plot plans and one inch= 20 or fewer for details of system components) 3) t/ Lot number,Street Name,Assessors Map and Parcel Number 1 4) Lot Lines and Location of Dwellings served by the syste - 9 Locations,Elevations and Dimensions of system, including reserve (if applicable) 6) ✓Ties to dwelling or Permanent Structure&Wells ' a. From Septic Tank&Distribution (D) Box b.From Leach Area -�;, �~ 5.1 7) Ties to Lot Lines from leach area 8 /Locations of Deep Holes&Peres ✓ To 9) p of Foundation Elevation 10) Locations of Wells,Drains,Watercourses within 150 feet of system L0ocation of water,gas,electric lines,cable 12 cation of Structures within 6 Inches of Finished Grade 1 13) ✓ Original Stamp&Signature 14) Az1focation and holder of any easements which could impact the system 15) Impervious Areas• Driveways,etc 2 16) ��North Arrow �--� 1` Location levations of Benchmark u 18) �TATEMENT ON PLAN (NA 5.3) a. "I certify the locations,elevations, ties,cover material;exposed component covers etc.,shown on ist is as-built substantially agree with the approved plan and have determined that the break out elevations,if applicable,have been met." Signature of Designer Date b. "Ifa STUCTURAL WALL IS PRESENT(NA 4.9)a Letter or statement on the as-built indicating the wall- was,or was not,constructed in accordance with the intended design and anymanufacturer's �Secifications." I Signature of Designer Date As of:Friday,April 29,2011 i � ��..� �� �. �'f���� f I ,10RT+, h y CHU PUBLIC HEALTH DEPARTMENT Community Development Division TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System constructed;( )repaired; (Print Name) Located at: 1,5 (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated and last revised on 5!, — ,with a design flow of 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 i 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: �' 7E2, LD=e� Engineer Representative(Signature) Da F q.,c e And—Print Name Final Construction Inspection Date: q—�7� �,, Engineer Representative(Signature) ou And—Print Name Installer:4- (Signature) Date: lie p r Aa"/Z� int Name Enginer:V1401A tL ACdV`�A*-- (Signature) Date: 0 And—Print Name 1600 Osgood Street, North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web h"p://www.townofnorthandover.com •. w'C"C%�:n yam. Commonwealth of Massachusetts Map-Block-Lot 104.D0069 ----------------------- BOARD OF HEALTH • " Permit No North Andover BHP-2014-0495 --------------- X}. {' P.I. FEE ' 1st►�� F.I. DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Robert K. Daigle,_Jr--_----_-- __________ _______ --- --- --------- ---------------------------- to(Construct)an Individual Sewage Disposal System. at No 1053 SALEM STREET ---------------------------------------------------------------------------------------------------------------------------------------------------------- as shown on the application for Disposal Works Construction Permit No. BHP-2014-04.9---Y-Dated Apri104-2014 ------- ------------- - ------------ Issued On:Apr-04-2014 BOARD OF HEALTH -' t ---- XP . _ Commonwealth of Massachusetts Map-Block-Lot • 104.D0069 BOARD OF HEALTH --- - ---- --------- Permit No t � North Andover BHP-2013-1020 ----------------------- FEE $250.00 ---- ISPOSAL WORKS CONSTRUCTION PERMIT------------------- Permission is hereby granted Robert_K._Daigle, Jr. ---------------------------------------------------------- to(Construct)an Individual Sewage Disposal System. at No 1053 SALEM STREET - ------ -- - --------------------------------- --- - - - ----- - - - - - -- - - -- - ---- as shown on the application for Disposal Works Construction Permit No. BHP-20137102 Dated November 13 2013 ------------------------------ rn �------------------- ---------------------------------------------------------------------------------- �--�--BOARD OF`HEALTH �10RTf1 Application for Septic Disposal System 151j TODAY'S DATE ° -Construction Permit — TOWN OF ORTH ANDOVER $250.00—Full Repair .,,p.�s�5 , MA 01845 $125.00 -Component S'ICHUS� Important: Applicatiot is hereby made for a permit to: When filling out forms on the Construct a new on-site sewage disposal system* computer,use ❑ Repair or replace an existing on-site sewage disposal system* only the tab key to move'your ❑ Repair or replace an existing system component—What? cursor-do not use the return key. A. Facility Information "1 Address or Lot# REU i�lr. V40 City/Town N,0 V 2.-*TYPE OF EPTIC SYSTEM: TOWN OF NORTH ANDOVER ❑ Pump ZGravity(choose one) HEALTH DEPARTMENT ***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 �Te.(�� Name Address f diff rent from above) �.ntJa�✓ City/Town State Zip Code Telephone Number 3. Installer Information Name Name of tompany tet oe- Address Ma, City own StateZi C Telephone Number(Cell Phone#if possible please) 4. Desiciner Information r Name Name of Company 6 Address City/Town State Zip Code Telephone Number(Best#to Reach) Application for Disposal System Construction Permit•Page 1 of 2 °RTS °fiao Application for Septic Disposal System ,b�wo TODAY'S DATE Construction Permit — TOWN OF ORTH ANDOVER MA 01845 $250.00-Full Repair $125.00-Component SSACMUSE PAGE 2 OF 2 A. Facility Information continued.... 5. Type of Building: ❑Residential Dwelling or❑Commercial B. Agreement The undersigned agrees to ensure the construction and maintenance of the afore-described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code,as well as the Local Subsurface Disposal Regulations for the Town of North Andover, and not to place the system in operation until a Certificate of Compliance has been issued by this B and o Health. Za1( k Namg Date Application Approved By: (Board of Health Representative) Name Date Application Disapproved for the following reasons: For Office Use Only: 1. Fee Attached? Yes No 2. Project Manager Obligation Form AttachedP Yes No 3. Pump S sv tem? If so,Attach coPv of Electrical Permi Yes No 4. Foundation As-Built?(new construction ronly): No (Same scale as approved plan) 5. Floor Plans?(new construction only): Yes No Application for Disposal System Construction Permit°Page 2 of 2 2 Y� BOARD OF HEALTH 1600 Osgood Street, Suite 2035 North Andover,MA 01845 978-688-9540 APPLICATION FOR ABANDONMENT OF SUBSURFACE DISPOSAL.SYSTEM (SEPTIC SYSTEM) Pursuant to Section 310 CMR 15.354 Of the State Environmental Code, Title V Name Phone Address 104, fs e—) :S:i:, Contractor 'hired for work: Name ) ! l Phone b Address AAVAIA01 -5u Date for scheduled abandonment J'y The septic system at the above address has been abandoned according to Title V specifications. oy a Signature of Contract Method of septic tank abandonment(check one). O removal O sandfill (rush O other Name of Offal Hauler This form must be returned to the North Andover Board of Health. PLEASE DO NOT WRITE IN THE SPACE BELOW FOR HEALTH REPRESENTATIVES ONLY L Fe7ctia/k"Agen-t Date SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: (Address of septic system) For plans by (Engineer) Relative to the application of 64 Q i (Installer's name) And dated )3 (Unginal ate Dated C o ay s ate With revisions dated (Last revised date) I understand the following obligations for management of this project: 1. As the installer,I am obligated to obtain all permits and Board of Health approved plans rior to perforn-ung 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. ompanya. 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 thel 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 approved plans. No instructions by the homeowner,general contractor,or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer: (Today's Date) L� v (Na e— rint) \J (Name—Signe <: MCOPY . 8g North Andover Health Department (ommunity Development Division April 3, 2014 Jeffco Corp. PO BOX 802 Andover, MA 01810 Re: Subsurface Sewage Disposal System Plan for 1053 Salem Street,Map 104D,Lot 69 Dear Property Owner, The previously approved revised wastewater system design plan for the above site, dated December 16, 2013, has been voided due to a change in the flow to the system from the new home. A revised plan was submitted on April 2, 2014 by Merrimack Engineering Services. This plan has been reviewed and has been approved. The revised design has been approved for use in the construction of a new onsite septic system, designed for a 5-bedroom(maximum 11-room)home. This plan is good for 3-years from the date of approval. 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 or the plan approval will be voided. As this septic system installation was in progress, when the increase of flow was identified,the Disposal Works Permit(DWC)was voided due to change in the plans. A new DWC will be issued to the installer and the installation can resume. This approval is also subject to the following conditions: 1. Must comply with the "Standard Conditions for Alternative Soil Absorption Systems with General Use Certification and/or Approved for Remedial Use" System owner acknowledgement letter is to be submitted before COC Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 1053 Salem Street April 3, 2014 Since the Infiltrator Chamber system is proposed as an alternative soil absorption system the "Standard Conditions for Alternative Soil Absorption Systems with General Use Certification and/or Approved for Remedial Use"will apply. Please provide the following as required by the approval conditions Section 11(l 8): - a certification, signed by the Owner of record for the property to be served by the Technology, stating that the property Owner: 1. has been provided a copy of the Title 5 I/A technology Approval,the Owner's Manual, and the Operation and Maintenance Manual, and the Owner agrees to comply with all terms and conditions; 2. for Systems installed under a Remedial Use Approval,the owner agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; 3. for Systems installed under a Remedial Use Approval,the owner agrees to fulfill his responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5); 4. if the design does not provide for the use of garbage grinders,the restriction is understood and accepted; and 5. whether or not covered by a warranty, the System Owner understands the requirement to repair,replace,modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303. 2. 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(3 10 CMR 15.020(1)). Please feel free to contact the office with any questions you may have. We look forward to working with you to install 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. Since�ly, Ssan Y. Sa er, S Public Heal Dir or cc: Merrimack Engineering Services Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, I North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Grant, Michele From: Grant, Michele Sent: Tuesday, March 25, 2014.8'30 AM To: Sawyer, Susan Subject: 1053 Salem st Hi Sue, Hoping u receive this. Dagle was in. I have received confirmation on the Guy Wire from the electric company. Wants to do the bed bottom today and have it inspected later.We expecting snow tonight into tomorrow 1-3 inches of snow. Dagle-still wants to do the Bottom of the Bed.Should I say YAY or NAY. Michele E.Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mgrant@townofnorthandover.com Web www.TownofNorthAndover.com 1 1 Grant, Michele From: Thompson, Annette (US-MA Cust Svc) [Annette.Thompson@nationalgrid.com] - Sent: Friday, March 21, 2014 12:55 PM To: Grant, Michele Cc: Sawyer, Susan; Blackburn, Lisa; 'aputter1@aol.com' Subject: RE: National Grid - 1055 Salem St., North Andover, MA V� The address change was made to 1053 Salem St ; North Andover �Ust�M'0 Name: JEFF GO` a 81 Account... Premise.:: e Address: 1.853 SALEM ST;**N0RTH�ANDOIFER MA 01845 Annette Thompson Customer Fulfillment 781-907-3467 From: Grant, Michele [mailto:marant@townofnorthandover.tom] Sent: Friday, March 21, 2014 11:33 AM To: Thompson, Annette (US-MA Cust Svc) Cc: Sawyer, Susan; Blackburn, Lisa; 'aputterl@aol.com' Subject: RE: National Grid 1055 Salem St., North Andover, MA Hi Annette,: believe the address is 1053 Salem Street. Could you please make that change Thankyou Michele E.Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email msrant@townofnorthandover.com Web www.TownofNorthAndover.com 1 I - Grant, Michele From: Thompson,Annette (US-MA Cust Svc) [Annette.Thompson@nationalgrid.com] Sent: Friday, March 21, 2014 10:42 AM To: Grant, Michele Cc: aputter1 @aol.com Subject: National Grid- 1055 Salem St., North Andover, MA Michelle; RE: Work Request 16124120 Pole 2440 Salem St North Andover, MA The above referenced work request was opened to re-locate(e)anchornd guy wire on pole 2440 due to a new septic system installation. The above pole is located on the propert ofem St., North Andover, MA. The work was completed by National Grid on January21, 2014. Please let me know if you need any additional information. Thank you, Annette Thompson Customer Fulfillment U nationalgrid 40 Sylvan Rd Waltham, MA 02451-1120 Office:781-907-3467 Fax: 315-460-9053 Annette.Thompsonanationalgrid.com This e=mail, and any attachments are strictly confidential and intended for the addressee(s) only. The content may also contain legal, professional or other privileged information. If you are not the intended recipient, please notify the sender.immediately and then delete the e-mail and any attachments. You should not disclose, copy or take any action in reliance on this transmission. You may report the matter by contacting us via our UK Contacts Page or our US Contacts Page (accessed by clicking on the appropriate link) Please ensure you have adequate virus protection before you open or detach any documents from this transmission. National Grid plc and its affiliates do not accept any liability for viruses. An e-mail reply to.this address may be subject to monitoring for operational reasons or lawful business practices. For the registered information on the UK operating companies within the National Grid group please use the attached link: http://www.nationaIgrid.com/corporate/legal/registeredoffices.htm Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records.For more information please refer to:http://www.sec.state.ma.us/ore/preidx.htm. Please consider the environment before printing this email. 1 North Andover Health Department Community Development Division 12/10/2013 Robert Daigle 14 Coffin Ave. Haverhill, MA 01830 Re: 1053 Salem St. (aka 1055 Salem St.)Map 104.1) Lot 69 Dear Mr. Daigle, Due to the close of the septic installation season in North Andover Mass., the disposal works construction permit issued to you on November 13, 2013 has been suspended until March 1, 2014. You're permit will be reinstated after March 1, 2014 upon submittal of the correct information on the relocation of the guy wire. If you have any questions,you can give the Health Department a call at 978.688.9540. . T anou, 1 ,4 i cU Michele Grant Public Health Inspector Cc: Susan Sawyer, Health Heidi Gaffney, Conservation Gerald Brown, Building Bill Dufresne,Merrimack Engineering Page 1 of 1 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 TEd` 1 North Andover Health Department Community Development Division September 19, 2013 Jeffco Corp. PO Box 802 Andover, MA 01810 Re: Subsurface Sewage Disposal System Plan for Plan 104D Lot 69 Salem Street Dear Property Owner: The proposed wastewater system design plan for the above site dated August 27, 2013 with a final revision dated September 11, 2013, received on September 17, 2013 has been approved as submitted by Merrimack Engineering Services. The design has been approved for use in the construction of a new upgraded onsite septic system, designed for a new 4-bedroom (maximum 9- room) home. This plan is good for 3-years from the date of approval. 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 or the plan approval will be voided. This approval is also subject to the following conditions: 1. Prior to the issuance of the Disposal Works Installers Permit,the applicant must submit a foundation as-built at the same scale as the approved plan. 2. Prior to the issuance of the Disposal Works Installer's Permit,the applicant must submit the floor plans of the home showing no greater than four bedrooms or a total of nine rooms. 3. 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(3 10 CMR 15.020(1)). 4. 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 Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Lot 69 Salem Street (next to #1053) August 7, 2013 and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Please feel free to contact the office with any questions you may have. We look forward to working with you to install 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. Sincerek�), f' Susan Y. awyer HS/RS Public Health Director Encl. 'N Andover Installer's list cc: Merrimack Engineering Services File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 LETTER OF TRANSMITTAL Bill Dufresne Merrimack Engineering Services,Inc. •66 Park Street • 907 Ocean Blvd. -Andover, MA 01810 • Hampton,NH 03842 -(978)475-3555 Ext. 20 • Cell: (978) 502-6206 Fax: (978)475-1448 Email: brdufresne@comcast.net TO: Board of Health DATE: 9-13-13 RE: Lot 69 Salem Street WE ARE SENDING YOU: ( )PRINTS (x )PLANS ( )SPECIFICATIONS ( )COPY OF LETTER COPIES DATE NO. DESCRIPTION 3 Revised 9- Revised septic system plans 12-13 i THESE ARE TRANSMITTED as checked below (x )FOR APPROVAL ( )FOR YOUR USE ( )AS REQUESTED ( )FOR REVIEW AND COMMENT ( )APPROVED AS SUBMITTED ( )RESUBMITTED REMARKS Plans have been revised to address all comments of the letter dated 9-11-13 with exception to item 95 which was already shown in the Graphic Profile on the plan as it always is. SIGNED: I AbkA1'F.DAY� I North Andover Health Department (ommunity Development Division September 11, 2013 Vladimir Nemchenok. P.E. 66 Park Street Andover,MA 01810 Re: Subsurface Sewage Disposal System Plan for 1053 Salem Street,Map 104D,Lot 69 Dear Mr.Nemchenok, The proposed wastewater system design plan for the above site dated August 27,2013 and received on September 5, 3 has been reviewed. Unfortunately,the plan cannot be approved until the following minor ite are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation th not met by this design follows each item.' 1. Could not locate benchmark. Please provide a benchmark within 50-75 of the proposed facility (3 10 CMR 15.220(4)(q). Did not locate abutters' names. Please provide the names of abutters from recent tax map(NA 8.020). 3 Did not find Watershed statement. Please provide a statement identifying whether the property is within or not within the Lake Cochichwick watershed(NA 3.2). No address noted for the owner. Please provide address for owner noted as JEFFCO Corp.Also noted that"1053" Salem is the same address as the house next door.Will that structure remain or is it to be razed and the new house given the number? 5. An effluent filter is being proposed according to the tank details section. Please indicate the DEP approved brand and model. (3 10 CMR 15.227(7)). 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. Sincere , us Y. Sa r, H AS Pub is Heal Dire cc: JEFFCO Page 1 of 1 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES r Gtr HEALTH DEPARTMENT frrr.i� 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER,MASSACHUSETTS 01845 978.688.9540—Phone Susan Y.Sawyer,REHS/RS 978.688.8476—FAX Public Health Director E-MAIL:healthdept(i,townofnorthandover.com WEBSITE:Lq://www.townofnorthandover.com SEPTIC PLAN SUBMITTAL FORM Date of Submission. 9-5-13 Site Location: 1053 Salem Street Engineer:Merimack Engineering New Plans? Yes X $225/Plan Check#14938 (includes 1St sub miss'o and onere- review only) RECEIVED Revised Plans?Yes $75/Plan Check# Sip a 5 2013 Site Evaluation Forms Included? Yes X No TOWN OF NORTH ANDOVER tiEALTH DEPARTMENT Local Upgrade Form Included? Yes No X Telephone#:(978) 475-3555 x-20 Fax#:(978) 475-1448 E-mail:wrdufresne@comcast.net Homeowner Name: Jeffco Corp. OFFICE USE ONLY When the submission is complete(including check): ➢ ✓ Date stamp plans and letter ➢ tr Complete and attach Receipt ➢ Copy File;Forward to Consultant ➢ ✓ Enter on Log Sheet and Database I I RECEIVED SE'` J 5 2013 TOWN Or NORTH ANDOVER HEALTH DEPARTMENT Location Address: _10!52-b LjALC" Gam, Owner's Name: ,..�f ree542 Date: •/? "Vrl 1040 !Tie 0 Address: A 00'.4 — -2, Time: Or Lot #: Weather: Telephone Deep Hole Number: �'• I Location (Identify on site plan) � 2 Soil Soil Matrix Soil Redoximorphic Features Coarse Fragments Depth Horizon Color—moist Texture %by volume Soil Soil Consistence (inches) or layer (Munsell) Depth Color Percent (USDA) Gravel Cobbles Structure (moist) Other C . &K2 55 9 G .� �� Ft�191T, 79'51e I moi"/o I I (dk�t t Additional Notes: Unsuitable Materials Present: No _ Yes If yes: Disturbed soil Fill Material Impervious layers) - Weathered.or.Fractured Bedrock Bedrock - Groundwater Observed : 'No _Yes If yes: Depth Weeping from Pit Face: S Standing Water in the Hole -Estimated-Depth to.Seasonal High Ground Wafer 4� Location Address: 1 O 9�71;7L Wit.t �"� Owner's Name: jC�Lp �� Date: :0:f J 17 Address: Z Time: '.nv A14 Or Lot #: .Weather; - . Telephone#: 6- ' 5. -70% Deep Hole Number: T-?i Location (Identify on site plan) Soil Soil Matrix Redoximorphic Features Soil Coarse Fragments Depth Horizon Color—moist Texture %by volume Soil Soil Consistence (inches) or layer (Munsell) Depth Color Percent (USDA) Gravel Cobbles Structure (moist) Other S' ?' > 'y/4"F; �e L lox. Deep Hole Number: = Soil Soil Matrix Soil . Redoximorphic Features Coarse Fragments-' Depth Horizon Color—moist Texture • %by volume Soil Soil Consistence (inches) or layer (Munsell) Depth Color Percent (USDA) Gravel Cobbles Structute (moist) Other e10 4 P l° -. I CO/0 H&44, FPUAfte Additional Notes: Unsuitable Materials Present: - No _ Yes If yes: Disturbed soil ,Fill Material 14: Impervious layer(s)' - Weathered.or.lrractured Bedrock Bedrock Groundwater Observed : -No _Yes If yes, Depth Weeping.from Pit Face;73 T7-Standing Water in the Hole '` . W, 'l -Estimated.Depth to.Seasonal High Ground Water " SIEVE ANALYSIS 4/9/2014 OF W/C/S KINGSTON MATERIALS A Division of Torromeo Industries, Inc., P.O. Box 2308, Methuen, MA 01844 978-686-5634 Kingston Plant at 18 Dorre Road, Kingston, NH Methuen Plant at 33 Old Ferry Road, Methuen, MA L...... t3.Mt#LAT. . .................................... .................. ............:::::::::..::::::::::.......................::::::::::::.:.:.........................:.: lE:::::::::................ ::::::::.;:;:.::::::::::::.::::::::......:::.;:.;:.;:.;;:.;:.;:.;:.;:.;:.;;:.;: PEI' EIT::::>:::< . .:. .. . . . PiEiRGIEi......;:......::.;T _ .:. ...:: :;:::.;:.;:;;.>:.::.;:.;:.;:.;.::::::::::::..: ::..;:.;:.;:.:.:. « ::::::.................... .......:.:...... J�:.......:............::.::::............................ Pf�O,lECT::.::.::.: :. [. E.. ::.. [CHT .. .......Ri T INE17.... F lilt €3::>: .> > F' :f ::... 4 Ti 3 SPEC 3/8" 0 0 0 100 100 TO 100 #4 0.9 0 0 100 95 TO 100 #8 111 10 10 90 80 TO 100 #16 162.4 14 24 76 50 TO 85 #30 208.8 18 ` 42 58 25 TO 60 #50 347.5 30 72 28 10 TO 30 #100 233.6 20 92 8 2 TO 10 #200 81.8 7 99 _ 1 0 TO 5 PAN 11.3 1 TOTALS 1157.3 100 ..: 2.4. SIEVE ANALYSIS OF WIC/S 4 TOTAL% PASSING - M MIN. DEVIATION -X MAX. DEVIATION 120 100 Co 80 60 40 Y 0 20 0 1 2 3 4 5 6 7 8 SIEVE SIZES SAND DELIVERED TO: 1053 SALEM STREET N. ANDOVER, MA North Andover ls. ri On-Site Wastewater System Design Plan Review Checklist The following checklist incorporates Title 5 and local regulations for septic plans Property Address: _t> S - 21Map:��L— ot: Name of Applicant: Name of Designer: Plan Date: Revision Date: Date received: at BOHat MRC MRC Staff Reviewer: Date of Review: Type of Plan: ❑ new ❑ upgrade Number of Bedrooms in Assessor's Records: Number of Bedrooms in Design: ( gpd) Garbage Disposal Allowed: ❑YES ❑NO General Information: NA = North Andover Design Standards Other numbers refer to Title 5 ❑ YES P1,NO Is the lot in the Lake Cochichewick Watershed? NA 3.2 (Requires Alternative Treatment) OK Problem N/A �. Street number and map/lot - 220(4) 2 cl.-N.ames-of abutters from recent tax map=NA3.2 3 Na address-of-record owner& applicant— NA 3.2 ✓ Name & address of designer— NA 3.2 Maximum scale of 1"=20' for profile and component details - 220(4) 40 Locus plan - 220(4) (Not to scale) ? ti/` Date(s) of soil testing - 220(4) Q Name of approving authority representative - 220(4)(h)(i) 9 Name & RwRqbe of soil evaluator- 220(4)0) Complete profile of the system - 220(4) E i Complete scaled profile of the system no less than V=2' vertical and V=20' horizontal - NA 3.2 Cross section of leaching facility- NA 3.2 (Not to scale) 13 11 em"_r - Note listing all variance requests with proper citations - 220(4) Local upgrade approval request form submitted & noted on plan - 403(1) es ✓ Original R.S./P.E. stamp, signature & date on one copy—220(2) t 1. ✓ Use approvals /standards checked for I/A system — DEP docs. !� System is in Nitrogen Sensitive Area?—214 & 215 Loading rate <= 440gpd/acre (new construction) - 214 Perc rate—check loading rate (differs w&w/o pressure dist) 242 i Perc rate > 60 MPI— use modified tight tank or 1/A techn. at 0.15 LTAR— 245(4) 2-1 ✓ Proposed system qualifies as "shared" system —002 definitions ✓— Flow is over 2,000 gpd — No R.S, P.E. required —220(1) 2-5_ Number of bedrooms with design calcs—220(4) z/ Design.flow was set in accordance with code—203 �,�„ x S Notat onshat all piping shall be minimum Schedule 40 PVC — NA 3.2 , ; 2-1, .�'_ �De 6n notation regarding garbage grinder ^,bT- Site Plan: OK Problem N/A 2? ✓' Maximum scale of 1"=40' for plot plan - 220(4) 2-P ✓` Holder and location of all easements - 220(4)(b) All dwellings and buildings, existing and proposed - 220(4)(c) Page 1 of 10 (Revised May 2013) North Andover J.t; �. On-Site Wastewater System Design Plan Review Checklist 3� r/ Location of all existing or proposed impervious areas - 220(4)(d) 1 �✓ Legal boundaries of the facility being served - 220(4)(a) .�' Lot area and dimensions — NA 3.2 Location and dims of the system (incl. reserve area for new const.) - 220(4)(e) All distances on site plan from all tanks, primary/reserve SAS to: NA 3.2 Subsurface, interceptor&foundation drains Ti:' 1 ? Catch basins t Property lines T dwellings or other structures Private water supply or irrigation wells Watercourses or wetlands North arrow- 220(4)(g) Existing and proposed contours - 220(4)(g) 2 ft contour intervals existing and proposed — NA 3.2 37 ✓' Locations and logs of deep holes - 220(4)(h) -31 ✓ Locations and logs of percolation tests - 220(4)(i) d ...Statem_ent,identifying-property is withirrror-not-within Watershed of Lake Cochichewick— NA 3.2 jt ✓ Locations of waterlines, drains, and subsurface utilities - 220(4)(m) 't1 �?--- - Location of-benchmark(s)-within 50-75 feet-of facility - 220(4)(q) Show all watercourses, wetlands, drains, wells within 150' of system — NA 3.2 Within 400' of system if in Watershed of Lake Cochichewick �y ✓ A note or chart listing all T5 variances, LUA, BOH variances — NA 3.2 , Design shall specify all components of system and model/brands — NA 3.2 Notation all concrete tanks <2500 gallons shall be monolithic— NA 3.2 -J7 Notation all concrete d-boxes be H-20 loading — NA 3.2 tie Notation operation & maintenance contract is required if I/A tech. used — NA 3.2 Following statement required: NA 3.2 I certify the locations, elevations and ties shown on this plan result from an actual survey made on the ground. Sa Signature of Designer Date �( !� Existing system location and note on proper abandonment—354 & NA 3.2 Sz Sensitive receptors within 100' shown beyond setback—220(4)(1) 1 Sj Magnetic marking tape indicated —221 Setback Distances (given in feet) 15.211 (NA 3.9) OK Problem N/A Septic, Pump or Treatment Tank Leach Facility Sewer f� �✓ Property line 10 10 -- S ✓ Cellar wall 10 20 -- ✓ In-ground pool 10 20 g� ✓ Slab foundation 10 10 -- S ¢' Deck, on footings, etc 5 10 -- S� _ Waterline 10 10 10' (,� ✓ Private drinking wel12 50 1003 50 Suction line 222(2) Page 2 of 10 (Revised May 2013) North Andover / On-Site Wastewater System Design Plan Review Checklist t _ Irrigation well 5040 10025 50 Va 1' Surface Water 25 50 �s Bordering Vegetated Wetland Salt Marsh, Inland / Coastal Bank 752-5 10050 Wetlands bordering surface water Supply or trib. (in Watershed) 15025 15050 Trib to Surface Water supply. 325 208 325 200 �,.J. ,, Public well 400 400 ✓" Interim Wellhead Prot. Area not > 440 g/acre/d (new const. only— 15.214) 7 � Reservoirs 400 400 Drains (wat. supply/trib.) 50 100 7& a/ Drains (intercept g.w.) 25 50 .2" , Drains (Other) 5 10 7 E- Drywells 10 25 7-3 Downhill slope or barrier wall - - 15' to 3:1 slope w/o barrier -71 For new construction location and elevation of foundation drain (or note) — NA 3.2 7.5 Surface supplies(w/in 400'), pub wells(w/in 400'), private wells(w/in 100')-220(4)(k) 70 RLS plan reference & certification (if property line setback variance) - 220(3) 77 Components on lot or easement for grading (upgrades only) - 211 Local Upgrade Approval Hierarchy: Note that the goal�pr a septic system design is FULL compliance wherever feasible as set forth in 310 CMR 15.404(1). Where full compliance is not possible,allowed to reduce setback to fo))1 wing(405)w/o abutter notification unless property line or neighboring private water supply setback(with"a"the first preference,and"i"being LAST preference:) a) property line b not w/in 10'of another SAS-need survey if w/in 5' b) cellar wall,pool, slab;up to 72"cover with venting and H-20;tank liquid depth to 3' c) Up to 25%reduction' size of SAS d) Relocate private well i ptic system failed because of this criteria e) Setbacks to BVW's f) Setbacks to surface waters, alt marsh,inland and coastal banks,vernal pools,leaching CB's,dry wells,or surface or subsurface drains not leading to water supplies g) Setback to water lines,private wells(not<50'),water supplies and tribs.and drains leading to the same(not<100') h) Reduce required separation to g.w. (BOH must set GW, 3 or 4' only(depending on perc rate), <2000 gpd flow, no increase in flow or square footage, no reduction to SAS size,setbacks to wells,BVW's,wetlands,surface.waters,salt marsh,coastal bank,vernal � PP ool,water line water supplies or tribs./drains). P i) Sieve analysis in lieu of percolation test j) Tank inlet or outlet<12"to ESHGW with watertight connections and watertight tank k) Perform only one deep observation hole per disposal area Building Sewer OK Problem N/A 7f' c/ Grease trap required for certain uses (check 230 for details) 71 ✓ Pipe diameter listed (4" minimum) - 222(1) 'rip Pipe schedule listed - 222(3) / Sch 40 PVC — NA 3.2 Watertight joints specified - 222(3) & (4), 8'3 Pipe laid on compact, firm base - 222(5) �" ✓ Pipe laid on continuous grade in straight line - 222(7) ✓` Cleanouts precede all changes in alignment and grade - 222(8) Cleanout provided every 100 feet—222(8) g7 2 New construction allowed up to 440 gallons/day/acre when on a private well pursuant to 15.214(2). 4 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 Page 3 of 10 (Revised May 2013) North Andover On-Site Wastewater System Design Plan Review Checklist 6----- Manhole at any 90 degree alignment change –222(8) $q ,� Invert elevation at building: t 5 Le,6 6 q�, ✓ Invert elevation at septic tank: .ort.S cr/ ✓" Length of run: 10 ✓ Slope: , cp 2_ (minimum of 0.01 - 0.02 desired).- 222(6) Septic Tank: septic tank below g.w. table ❑ yes no ❑ assumed No tank allowed in a velocity zone or on a coastal beach, barrier beach, dune, or in a regulated floodway(213) OK Problem N/A tank is larger than 2500 gallons and not monolithic it must be vacuum tested (NA 4.5) I✓ Tank is accessible - 228(3) 200% of flow (required & provided given, 1500 min.) - 220(4)(f) & 223(1)(a) 2"(min)-3"(max) drop from inlet to outlet - 227(5) ✓ Minimum of 4' liquid depth - 223(2) or LUA v' 3" air space above tees/baffles (minimum) - 227(4) 9" air space above flow line (minimum) - 227(4) Tees are located under manhole - 227(1) —t Inlet and outlet tees on center line - 227(1) Tees extend 6" above flow line - 227(1) Inlet tee extends 10" below flow line (minimum) - 227(6) Outlet tee extends 14" below flow line _(more for deeper tanks) - 227(6) Gas baffle installed on,outlet- 227(4)` Y� r Effluent filter_ _ ``_� �_ _ Brand and model approved by DEP Filter type/name noted on manhole covers. Riser with manhole cover at grade placed over filter–227(7) Annual filter maintenance specified –227(7) �) _ Access manhole cover above center of tank & each tee (except 2 compart) -228(2) 3-20" manholes specified - 228(2) f 1 childproof 20" riser/manhole Win 6" of final grade if<1000gpd- 221 & 228(2) 2 childproof 20" risers over inlet & outlet tees to 6" of final grade if Greater than 1000 gpd -221,228(2) Soil compaction below tank specified (if soil is non-native) - 221(2) 6" of <=1'/2" stone beneath tank specified - 221(2) & 228(1) If> 1,000 gpd AND not a single fam. dwell. must be 2 tks or 2 comp. –223(1)(b) If plan specifies disposal must be 2 tanks in series or 2 compart. tank - 223(1)(c) Buoyancy calculations required if tank at or below water table - 221(8) Notation as to tank water tightness–221(1) Inlet & Outlet >12" above ESHGW–227(5) or LUA 9" of cover over tank (minimum) - 228(1) Top.oftank <=36" below grade - 221(7) or LUA . ' 1Aloadv g (min.) - H-20 if traffic - 226(3) All pumping to tank (if applies) in accordance with –229 Tight Tank (Check here if not present: tank below g.w. table ❑ yes no ❑ assume Note: No tight tank allowed in a \ellocityzone or on a coastal beach, barriert ach, dune, or in a re ulated 9floodway(213) OK Problem N/A 50ign flow or 2000 gallons provided –260(2)(a) 3-20" manhore - 228(2) Soil compactionbelow tank specified (if soil is non-native) - 221(2) Page 4 of 10 (Revised May 2013) North Andover On-Site Wastewater System Design Plan Review Checklist 6" of<=\1'/z"stone beneath tank specified - 221(2) & 228(1) Buoyanc�alculations required if tank is at or below water table - 221(8) Notation asl'o tank water tightness—221(1) 9" of cover over\\tank (minimum) - 228(1) Top of tank <=36' below grade - 221(7) H-10 loading (min.) H-20 if traffic - 226(3) All pumping to tank (i applies) in accordance with —229 Equipped with an audio nd visual alarm set at 3/5 tank cap—260(2)(c) AN alarm set at 3/5 tank capacity—260(2)(b) Alarm signal to locus manned. 24 hours per day if deemed necessary—260 (2)(c) Tank is set to keep old system&, service during install if possible Min. 1-24" frame w/cover at finished grade—260 (2)(f) Year round access for pumping —260 (2)(g) Odor control provided if required —260(2)(k) Inlet >12" above ESHGW—227(5) or LUA Distribution Box ( Check here if not present: ❑ ) OK Problem N/A Inletelevation: Outlet elevation: tSr, 70 ✓ 0.17' drop from inlet to outlet (minimum) - 232(3)(b) ✓ 6" sump (minimum) - 232(3)(e) All outlets at same elevation (notation) - 232(3)(b) �-^ Outlet pipes laid level for first 2 ft. (notation) - 232(3)(c) Inlet baffle/tee min.1" over outlet invert for all d-boxes when pumped or slope greater than .08 - 232(3)(a) Soil compaction below distribution box specified (if soil is non-native) - 221(2) 6" of <= 1 '/2" stone beneath distribution box specified - 221(2) Box is watertight (notation) - 221(1) W'' D-Box is H-20— NA 3.2 Top of chamber<=36" below grade - 221(7) ✓ Riser to within 6" of final grade if greater than 9" of cover- 232(3), 221(13), 228(1) Pump Chamber (Check here if not present: ❑ ) Pump chamber below ground water table ❑ yes ❑ no ❑ assume OK Problem N/A Volume sp ified: - 220(4)(r) Pump off ele tion: - 220(4)(r) Pump on elevati : - 220(4)(r) Alarm on elevation: - 220(4)(r) Number of cycles per any specified by designer- 220(4)(r), 254(1)5 Minimum 2" delivery line fro d-box to SAS if gravity - 254(1)(c) Cycles per day is consistent volume - 231(3) Volume calculations include flowb'ack volume - 231(2) 24 hour storage capacity above pump o elevation - 231(2) Dual alternating pumps with valves if sys serves >2 dwelling units - 231(6) High water alarm is in building and powered o�i separate circuit from pump - 231(9) Pump sequence correct (off-lead on-lag on-alarm - 231(8) Pump performance curves included - 220(4)(r) Pump can provide flow needed against calculated head - 220(4)(r) 5 Encourage more than 1 cycle per day. Page 5 of 10 (Revised May 2013) North Andover On-Site Wastewater System Design Plan Review Checklist Leaching Facilitv (continued) beach pipes PVC S40 NA 3.2 Pressure dosing guidance followed if pressure distribution - 254(2)(c) Orifice spacing < 5' Dos volume 5x- 10x void volume of leach lines Pump vbJume includes Dose Volume + Drain Back Volume Squirt heig on plan (min 2.5'). Pressure requiredover 2,000 gpd or with I/A remedial use—231(1) Infiltrator Chambers (Check here if not present: ❑ ) OK Problem N/A Model of Infiltrator Chambers = esign flow= gpd L-oading rate = gpd/sf 'tftRegr��d leaching area = gpd / gpd/sf= sf Chambe'r�area = sf/If x ft = sf/chamber Chambersuired = sf/ sf/chamber= chambers Provided leaching area = chambers x sf/chamber= sf Rows x Chambers/row- = total # chambers Capacity provided = sf x gpd/sf= gpd Capacity provided is >_ esign flow of facility being served Leach Fields (Check here if not present: ❑ ) OK Problem N/A 'Number of fields: (need dosing chamber if>1) - 231(1)) Length (100' max.): - 252 (2)(b) Width- Total area: L x W = s.f. Effectiveleach area given total of s.f. Loading factor: Effective area = total area s.f. x LTAR = g/day Effectivearea is >= design flow of facility being served Minimum of two rstribution lines - 252(2)(a) 6' line separation (max.) - 252(2)(d) 4' maximum separatio from edge of field to line - 252(2)(e) 10' minimum separation etween adjacent leach fields - 252(2)(f) Between 6" and 12" of 3/4 - 1 1/2" stone beneath field - 252(2)(g) & 247(2) Ends of distribution lines tied gether with solid pipe - 251(9) 2"of 1/8"-1/2" 2x washed pea ste or filter fabric - 247(2) Leaching Trenches ( Check here if not present: ❑ ) OK Problem N/A J Number of trenches: V Depth of trenches (max eff. 2'): feet- 247(1) Width of trenches (2' min., 3' max.): 3 feet- 251(1)(b) Length of trenches (100' max.): feet - 251(1)(a) Page 8 of 10 (Revised May 2013) North Andover On-Site Wastewater System Design Plan Review Checklist v- Trenches are vented (when > 50') - 251(11) S ✓"'' ' Trenches follow contour lines - 251(2) Trench spacing 3 times effective width or depth, 2 times width if reserve area not specified between trenches- 251(1)(d) Available leach area given Bottom = L ,Sty x W -..3 x # 7. s.f. Sidewall = L 5'9> x D /,S x# jl- x 2 ev s.f. Effective leach area given Loading factor: w 7,> - L���1 Effective area = total area G f9()s.f. x LTAR .'-7w - g/day Effective area is >= design flow of facility being served 2" of 1/8"-1/2" 2x washed pea stone - 247(2) %" to 1'/�" double washed stone from bottom of SAS to distribution lines or filter fabric - 247(1) Non-Traditional Dispersal Systems (Check here if not present-`Fl�i OK Problem N/A / Dispersal system approved for use in Massachusetts Loading rate correctly applied Page 9 of 10 (Revised May 2013) North Andover On-Site Wastewater System Design Plan Review Checklist Notify Health Department that the Following is/are Necessary: Approvals: ❑ Health Department, no LUA ❑ Health Department, w/ LUA ❑ Board of Health,4ocal regulation variance ❑ Board of Health, \/ LUA ❑ Board of Health, Titlevariance ❑ DEP, Title 5 variance ❑ DEP, holding tank ❑ Notice of Intent (NOI) forms from Conservation Commission Other: ❑ Draft maintenance agreemen\with ler for tight tank OK Problem N/A Method and frequency of removal specified —260 (2)(d) Location and method%f content removal —260 (2)(e) ❑ Deed Restriction regarding # bedrooms or presence of a particular technology that requires a notice be placed on the deed ❑ Draft maintenance Agreement (Pressure Distribution delivery to SAS requires this) ❑ Proper License ❑ with class 2 WWTP operator for Advanced treatment ❑ Licensed installer or hauler (or above) for simple Pressure Distribution ❑ Minimum 2-year term ❑ Quarterly scheduled maintenance for PD only, semi-annual for I/A with Remedial Use ❑ Check pressure distribution if part of design See NA regulations chapter 6 for maintenance contract requirements Page 10 of 10 (Revised May 2013) 1 North Andover On-Site Wastewater System Design Plan Review Checklist 1 childproo , 24" riser/manhole at final grade - 231(5) Soil compacti beneath pump chamber specified (if soil is non-native) - 221(2) 6" of s1%" stone eneath chamber specified - 221(2) & 228(1) Buoyancy calculatio if chamber is at or below water table - 221(8) Chamber is watertight%otation) - 221(1) Top of chamber<_36" beld ,grade - 221(7) H-10 loading (min.) - H-20 if traffic (notation) - 226(3) Inlet & Outlet >12" above ESHGW-227(5) or LUA Effluent filter provided before or inside pump chamber-231(10) On-site Soil and Groundwater Review OK Problem N/A Proper deep observation hole logs on plan - 220(4)(h) Soil evaluation forms 11&12 submitted within 60 days of field work- 018(2) s° Existing grade elevation of each deep hole - 220(4)(h) Soil evaluation/perc test results on current DEP forms 11 & 12 - NA 2.3 If soil evaluation conducted on new lot, all test pits & perc tests located on scaled site plan. Tie distances from permanent structures - NA 2.4 Proper percolation test log - 220(4)(i) Ample deep observation holes in primary disposal area (minimum 2) - 102(2) Ample deep observation holes in secondary disposal area (minimum 2) -. 102(2) Ample perc testing (one in each disposal area, 3 in prim. > 2,000 gpd) - 104(4) Perc test(s) done in most restrictive layer- 104(2) gar Observed and adjusted g.w. elevation in the vicinity of the system - 220(4)(n) soil class l ? L perc rate 3 ; loading rate (LTAR) i"7. (check pressure distribution rates in 242) Critical Design Parameter Calculations Test Pit Numbers: �� I �'- .- -77.3 Elevation at grade �- a. top acceptable soil el. b. bottom acceptable soil el. c. naturally occurring soil depth (a-b) `� -7 [%es ❑ no > 4' natural soil? 240(1) ❑ if NO, variance (repair& I/A) 415(1) Page 6 of 10 (Revised May 2013) North Andover On-Site Wastewater System Design Plan Review Checklist Critical Design Parameter Calculations (continued) a. bottom of leach facility elev b. ground water elevation c. separation to groundwater (a-b) ❑ yes ❑ no > 4' (5' in sands) ground water sep? - 212(a) & (b) a. top acceptable soil el. b. breakout el. ❑ yes ❑ no 5' over dig required?—255(1) ❑ yes [:] no if"yes" specs for fill provided? Leaching Facility (Complete for all designs except tight tanks) OK Problem N/A SAS size calculations provided 220(4)(f) 50% larger if garbage disposal - 240(4) SAS size >= required size Trenches to be used whenever possible 240(6) No-oehisde assess er impenr. area abeve I.f. L+Rless -naveiaaAlp-240x; Ventedof URder arnpeFVtie616G9ver- 241+14 Vented through same pipes as distribution system - 241(1)(a) Vent protected from precipitation/animal entry - 241(1)(b) Vent is placed beyond traffic or impervious area - 241(1)(c) All lines connected to vent - 241(1)(d) 9" cover over pea stone or filter fabric - 240(9) Reserve area provided (new construction) - 248(1) GW separation is adjusted to highest existing grade if facility cuts into a hillside Pipe slope minimum of 0.005 - 251(9) Fill material specs provided —255(3) Top of leach facility <= 36" below grade - 221(7) Final grade over leach field at a minimum 0.02 ft/ft -240(10) Surface & subsurface drainage away from leach field - 240(l 1) & 245(3) Grading slopes away from dwelling Inspection port specified in SAS—240(13) Pressure distribution provided if multiple SAS —254(2) Class III or IV cannot use bed or field —249(4) 3/8"-5/8" orifices specified (gravity system) - 251(8) Toe of fill slope stops 5' from property line or swale installed - 255(2) 3:1 slope where grading required - 255(2) Impermeable barrier if< 3:1 slope or < 15 feet to 3:1 slope - 255(2) Retaining wall stamped by P.E. - 255(2)(b) Top of retaining wall/barrier >= top of pea stone elevation (breakout) - 255(2)(f) 10' offset from edge of leach facility to edge of ret. wall - 255(2)(e) Page 7 of 10 (Revised May 2013) TOWN OF NORTH ANDOVER `'' "" Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER,MASSACHUSETTS 01845 Susan Y.Sawyer,RENS,RS 978.688.9540-Phone FRECEIVED Public Health Director 978.688.8476-FAXhealthde t townofnorthandover.www.townofnorthandover.comG Q ZQ13 TOWN OF NORTH ANDOVER APPLICATION FOR SOIL TESTS I HEALTH DEPARTMENT DATE: MAP&PARCEL: 1014 P / (©l LOCATION OF SOIL TESTS: it> �AAuz --( OWNER: V0' L. 6ki WLOLt4 Contact#: J APPLICANT: Contact#: ADDRESS: ENGINEER: f'z i 0 W. Ontact#: �IP2 q15 `3 S5-5- CERTIFIED SOIL EVALUATOR: GL rIUMf:Z- K (�7.0) 5a7i 1W Intended Use of Land: Residential Subdivision i gle:F:a:m' ome Commercial Is This: Repair Testing: Undeveloped Lot Testin • Upgrade ade f/or Addition: In the Lake Cochichewick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM )0- Proof of land ownership(Tax bill,or letter from owner permitting test) ➢ 8.5"x 11"Plot plan&Location of Testing(please indicate test pit sites on the 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. ➢ 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 Approval Date: '7 h Signature of Conservation Agent: ri::� � r Date back to Health Department: (stamp in): X 151.89 SA t, �, 151.89 1 1� st/cI tA4 ��! �pU R=350-00' 1 2. 51.413 L=182.57 5$28'2--��' 152.67 2,69 x 15286 f PROPOSED GRAVITY 4\29'S3' '1' SANITARY SEWER SERVICE PROPOSED ROOF DRAIN 153.38 (r YAROA �! LEACH PIT :2b 15 *; 1 PROPOSED SILT FENCE AND HAYBALES s Q � 00 N/F 2.96 �t#f1 'lir" 'm toSao BRIAN E. AND LAURIE AREA=24,390 S.F. =0.5599 C. wot 'x.1 r. PROPOSED 10'x20' DECK REAR YARD SETBAgCK ARD SETBACK, 151.28 `� r - 1.9A�� J �— PROPOSED VERSA LOK a 1�° ; � BLOCK RETAINING WALL 1� =on OEMc 107.01' — ! HEIGHT VARIES 2'-4' 4 i, X 149.7 3.3 1 .�Sx r �� 5C 150.44 15A (] t / 149.241 10.3 t' i 14A �W w .8T 'x 150.28 � . a 149.78 7 OHW - ---- I� 13A 8A� t t 10A. 11A I�� 2A' 150 57 Q � 9A #49: 149.53 146.42 149,15 ' 9.34 4 1 ®r" N/F �_- F pO�� N F N=AWFEL %LD H. NAISMITH THOMAS W. LATEGAN a RA A. NAISMITH � JP �'�O� CYNTHIA A. LATEGAN GOVANN' w � N � 4 . iN�FMr'` Blackburn, Lisa From: Blackburn, Lisa Sent: Wednesday,August 07, 2013 2:09 PM To: Dan Ottenheimer,Isaac Rowe; Pam Lally Subject: 1053 Salem St. Attachments: 201308071401.pdf Good Afternoon, Attached is the paperwork for soil testing at 1053 Salem St. Please schedule soil testing with the engineer.Thank you. -----Original Message----- From: noreply@townofnorthandover.com [mailto:noreply@townofnorthandover.com] Sent:Wednesday,August 07, 2013 2:01 PM To: Blackburn, Lisa Subject: Message from "ComDev-Health-Ricoh" This E-mail was sent from "ComDev-Health-Ricoh" (Aficio MP C3002). Scan Date: 08.07.2013 14:01:21 (-0400) Queries to: noreply@townofnorthandover.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. 1 4 - --- - - - fsof : FL f I ( - -� z �� �- '---fir � � t ►!_-�Z�3 i i ! i / ��.�- �,��j��• i i j � l i ----- !Fr--. G q. f j l- f gf m -= � � �_ I�.y._� ! {: o M { -f-I to 42 �✓ 5'' k' �3t 1 �� ��• iF T t y z cn _ L rn -, i .. � ._-- -- -- �----- --_ -lis _.__�..—------?- .�.._.____ _.------ � ; � ,._ i I. _, �.:� !• . !� ��.-- t i � _�- �_: � om_ i r JL W t : f ------ - Sg.�.4 _...._I. -Z5 — = P-2 3CcZ ( { -- --- - _ i ' j i t --- ._ f zo -- --- -- --- -� I ( I f -14 Zen 41 -- ' t` •q S�TffL'ED'l�� � North Andover Health Department Community Development Division Date: October 24, 2011 To: Owner/Agent of Record: Property Location: Robert Holleran 1053 Salem Street Gail Holleran North Andover, MA 01845 1049 Salem Street North Andover, MA 01845 Dear Ms. Holleran, The Health Department has received your request dated October 21, 2011 regarding the Order Letter you received on October 20, 2011. In light of the circumstances noted in the request,the extension of corrective action has been granted with the following conditions. 1) As this is a single family home,the tenant is responsible for extermination of any pests as noted in the Order Letter. After the tenant hires a pest control professional and a list of structural needs relating to pest issues is submitted to the Health Department,these items will be added to the owner's previously noted list. 2) It is your responsibility to notify this office once the house has been vacated. You understand that the premise may not be rented again until all housing code violations have been corrected and a Certificate of Compliance has been issued. Be advised that it is against the code to rent a property with known violations. Thank you for your anticipated operation. usan awyer, RS HS Pub 'c Health Director cc: Tenant File 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Gail Holleran October 21,2011 I,Gail Holleran, have read the request from the North Andover Board of Health. I understand the request and plan to fully comply. I will fix the property at 1053 Salem St.as soon as the tenant moves out on October 31,2011. Due to the tenant being served with an eviction notice, I am requesting an extension for compliance on your request for repairs. Thank You, G H-Hoi{eran � S�T�n-ice • "r Town of North Andover CORRECTION O R D E R Issued under the provisions of The State Sanitary Code,Chapter II,Minimum Standards of Fitness for Human Habitation 105 CMR 41.0.00 Date: October 18, 2011 To: Owner/Agent of Record: Property Location: Robert Holleran 1053 Salem Street Gail Holleran North Andover, MA 01845 1049 Salem Street North Andover, MA 01845 An authorized inspection was made of your property at the above address on October 11, 2011. This inspection revealed violations of the State Sanitary code, Chapter II, as listed below. Violations shall be corrected as designated below. Exterior(rear& sides) Regulation Description ✓if conditions Time limit for compliance # may endanger or impair health,safety or well-being 410.500 Soffit vents in rear of house over porch Owner must repair soffit damaged. Holes allow insect and pests to enter within 5 days or contact a attic. Owner must maintain premise free from contractor for work and defect. submit timeline for completion 410.500 Molding around back doorway rotted. Porous. Owner must repair windows within 5 days or contact a contractor for work and submit timeline for completion 410.500 Various vinyl clapboards and wood exterior Owner must repair windows molding damaged in rear and side. Owner must within 5 days or contact a maintain all structural elements contractor for work and submit timeline for completion 750 (H) Bulkhead door; porous, not able to be secured. - Owner must repair windows Exterior doors must be able to be secured from within 5 days or contact a entry. contractor for work and submit timeline for 1053'Salem Street Housing Order Letter October 19, 2011 # or impair health,safety or well-being .480 (E), Window does not have a lock. Owner must Owner must correct within 5 provide locks for all windows days or contact a contractor .501(A) for work. Completion is to be within 30 days. .352(B) Surface mold on ceiling. Bathroom unclean. Tenant shall clean all Tenant must xespect structure and maintain in a surfaces in bathroom; clean condition including walls within 5 days. Front Room Regulation Description ✓if conditions Time limit for compliance # may endanger or impair health,safety or well-being .501(A)(2) Windows hard to open without excessive force. Owner must repair windows A window is considered weather tight only if the within 5 days or contact a window opens and closes fully without contractor for work. excessive effort. Completion is to be within 30 days. .352(B) Items being stored that should not be indoors. Tenant must remove to non- Mechanical parts, small equipment etc. Tenant living space. must respect the premise. These items could cause air quality issues. Basement .550(A) Basement with possible rodent/insect Tenant must hire a Pest infestation. Owner responsible for structure and Control Company to assess tenant responsible for extermination rodent issues throughout the home. Basement, main floor and attic. Identify entry points which owner shall correct. Tenant has 24 hours to contact a company to show good faith effort. attic .500, Concerns over the environment in the attic The tenant's pest control regarding the water and rodent issues. Owner is professional shall provide 550(B) responsible to ensure correction if needed. Area information regarding the should be assessed by the Pest control conditions in the attic. Health technician, conditions corrected and any personnel shall review materials that have been subject to continued findings and issue any moisture or animal infestation must be removed additional violations at that and areas cleaned of contaminants. time. 1053'Salem Street Housing Order Letter October 19, 2011 You are hereby ORDERED to correct these violations within the noted time limit. Failure to comply within the allotted time period, or subsequent violations, may result in a criminal complaint against you. You have a right to request a hearing before the Board of Health/Health Director. This request must be made by you, in writing, and filed within seven days after the day this order was sery6d. If you request a hearing, all affected parties will be informed of the date, time and place of the hearing and of their right to inspect and copy all records concerni he matter to heard. The petitioner has the right to represented at the hearing. usa Sawyer, North Andover Health Dept. State delivery method to Owner: certified mail and Occupant : regular mail delivery encl. photographs cc: Tenant I � s M"4 r. A L ' a.Y _ i I PRO # '. i LqL 7Z"41 � rs ' j r F491 V74+�r� f r t^ 3 ti`, tl 4 4 V y µ T a v s w i x k. 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Ston b'6' 4'0 w # # . 2'10' X 3'5112' 2'10"JX 3'5_V 2'10" X 4'51'2" 2'10' X 4'5�-V t O - - tA _C Ole 5edroom #3 CO Walk-1n Cc C4 iX_l Closet o v O O Q r r O 2i6" 2i4u 2.4„ v O 6'0° 3'0' 21011 ` 5ipu 2'Ou i 2'b" `i- - - - - - - - - - - - � _ v CLOS-et , - --p N Closet 34" high (NnJ C4 _ Guardrail I I N 2'6u - - - 30" -.30" high Ohandrail ( typ. ) --------- -- � O I i X ------ I tray ceiling (hip) Ha 5edroom #222b M bedroom �1 U P_ - - - � u I I 36 O - - - - - - - - - - - � 2'10' X 4'5112" 2'10" X 4'5112' 2'10' X 4'51'2' '10" X 451'2" 2'10" X 4'51'2'\ € 3'b" 5'b" # 5'b° 3'b" # 6'b" # 3`b" I e_ 13,bu 11,0u 38'0" - S-120M : 5p-cond Floor Plan L All dimensions to be field verFled and changes made accordbvl�- El LO Ln 'V¢" s i3Ou f' 7 Wixdow R.O.sizes are for Nervey Vic-on 2000 Low-E window units. 3• * - lndkates egress window units. Living area sq. ft. 1A 64 � 1 I ' I I ' j 1 ; 1 i s _ SATN j 6;z 4 l ------------------- i 1 j! k f I I , E i i 11 I E t ' ¢ d n'-•� sus• � i 1 , I ; SWEET CONTENTS JEFF`—�_+_ *-'- i I O 1�l 1 I Oi-3I• A 3RD FLOOR FLAN ANDOYER. 1"1A. � z GERARD E WELCH INC. P.O. Bp 1 X 248 NORTH ANL�C�1 i —1 (3) 10"DIA.GONG.TUBE i + i----- -__--_-- - 7 7 I w -o I ry V I PRECAST GONb.BULKHEAD INSTALL PERASF, IN5TRUGTIONS CROP^ALL DROP WALL Z I AS PER SITE CIO ONDI N AS PER SITE GO (TION DROP WALL TO ----------- d7Q I , ACCOMMODATE DOOR ICA _N -- - -- _,-- - ------ ------------ ------------------ ------ - - -I D I-- — -------------------------------- -------- ——— ——————————————————————— —— Z 10" CONTINUOUS POURED CONCRETE WALL ON BASEMENT WINDOW , 61 KNIM r'IAIL r i I Q 1 I 24" WIDE x 10" DEEP CONTINUOUS POURED CONCRETE FOOTING 2-car garage 1�1_4"CONCRETE LAB I I Q I REINFORCED MV WIRE MESH I ZCONCRETE SLAB O I (3,000 P.5.1j 1 T I FIRERATED GYPSUM BD. I I I .O oc dJ cellar WALL GARAGE SIDE I — I WALL a CEILING I i O -t'-o" �'-o" T-0" I i d'g;—f'—T' iuBEAM POCKET . _ - - -I4"MIN.BEARINb - - - -- -- ---- - - - - 1--__—_---1----------–————————rt I _ — _————— — =__=____ �--——————————————— ———t ———- - - = — ------ --- ________ ______ ___ -- -- 3- 2"xl0 I -------- — -- -------------------- -� BUILT-UP BEA HEAT I I I I I 1 O ' I 26" WIDE x 10"DEEP (2) 7'-O"xl4'-O" GARAGE DOORS GONG. FOOTIN I I 3-2"xt2" of I BUILT-UP BEA I I O 3 I/2" DIA. LALLY G I HR. FIRERATED DOOR I I I $ ry W NV GAS SEAL I I I Lu n I cellar 34" HIGH RAI 2"xb" KNEE WAL L I Q n I (BOTH SIDES) I-— — — — — — — y m I ---------------- ------------j = y Q I I SMOKE DETECTOR I I C 6 1 Iin- 6 f Q• I CARBON MONOXIDE DETECTOR I —————— �- — Q o ry a I i I DROP nAl_AS P=R Q 'a Ir L___------- J DROP WALL AS PER y s V Q -----� r---------------- I sT�cc*clroN vs R o o m xx ' e.' .•. e _ _ ._.. I I _. SITE CONDITION ry" — ------------- L— I In J3 m _J r_ 1/2" ANCHOR BOLTS O 12" RFOM ALL CORNERS L ——____——— • ____—- MIN. 2 PER SILL 24'-0" I _ SHEET FOUNDATION PLAN ► 7 SCALE: 3/16"= I'-O" OF I. Do mor . Twin Check your p � �T 181011 TOWN OF NORTH ANDOVER 0 � Q�Y _ ENT02 41)585-500 1HR 9 Kink Pring DIG 10/03/11 03:30 PM inline Store #45, 1 NANCY Order #G90201,51_9 my PICKUP TIME: 10/03/11 03:56 PM11,11, � an ection r� 4 U 1 1 D f , e KIOSK sur .e -mails ' 7 ° '° ' to save on-prints, 11 13 U IS b V 18 gifts & more 26 D IB N 36 SV S1 Se. P i � o Scan Share No more shoeboxes, e Bring in yourprintscov rn • 1 . 1 1 • LO we'll scan them onto onev easy-to-store CD. Summer 2002 i • Same-day on-site service —your originals never leave the photo department • Use your CD to create fun photo gifts—find lots of ideas at Walgreens.com/photo Questions. Is as our Photo Specialists': • ' � • .-. .. • _L/ 1 - ,/LLL/' r 'w �� . / i L. 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