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Home My WebLink AboutMiscellaneous - 1099 SALEM STREET 4/30/2018 (2) -1099 SALE STO `_- � Residential Property Record Card#1 of 1 ,et Parcel Year:2018 PARCEL ID: 210/106.A-0049-0000.0 MAP 106.A BLOCK 0049 LOT 0000.0 PARCELADDRESS: 1099 SALEM STREET as of:5/30/2017 PARCEL INFORMATION Use-Code: 101 Sale Price: 99 Book: 12641 Tax Class: T Sale Date: 10/5/2011 Page: 0207 Tot Fin Area: 1182 Sale Type: P Cert/Doc: Tot Land Area: 7.64 Sale Valid: A Owner#1: FRANK R. DISALVATORE,JR REV TRST Grantor: DISALVATORE Owner#2: RICHARD F. MILLER,TRUSTEE Address#1: 1099 SALEM STREET Inspect Date: 11/4/2011 Road Type: T Exempt-B/L%: 0/0 Address#2: Meas Date: 11/4/2011 Rd Condition: P Resid-B/L%: 100/100 NORTH ANDOVER MA 01845 Entrance: X Traffic: M Comm-B/L%: 0/0 Collect ID: RRC Water: Indust-B/L%: 0/0 Inspect Reas: C Sewer: Open Sp-B/L%: 0/0 RESIDENCE# 1 INFORMATION LAND INFORMATION NBHD CODE: 6 NBHD CLASS: 6 ZONE: R1 Style: RN Tot Rooms: 6 Main Fn Area: 1182 Attic: Seg Type Code Method Sq-Ft Acres Influ-1/2/3 Value Class Story Height: 1 Bedrooms: 3 Up Fn Area: Bsmt Area: 986 Roof: G Full Baths: 1 Add Fn Area: Fn Bsmt Area: 400 1 P 101 S 43560 1 100/ 213444 Ext Wall: AV Half Baths: Unfin Area: Bsmt Grade: A 2 R 101 A 6.64 N 50464 Masonry Trim: Ext Bath Fix: Tot Fin Area: 1182 Foundation: CN Bath Qual: T RCNLD: 137060 Kitch Qual: T Eff Yr Built: 1970 MktAdj: Heat Type: HW Ext Kitch: Year Built: 1958 Sound Value: Fuel Type: G Grade: A Cost Bldg: 137100 Fireplace: 1 Bsmt Gar Cap: Condition: A Att Str Vail: DETACHED STRUCTURE INFORMATION Central AC: N Bsmt Gar SF: Pct Complete: Att Str Va12: Str Unit Msr-1 Msr-2 E-YR-Blt Grade Cond %Good P/F/E/R Cost Class Att Gar SF: %Good P/F/E/R: /100/100/73 PT S 60 1988 A A ///83 400 Porch Type Porch Area Porch Grade Factor SE S 10 20 2003 A A - ///93 3300 1 P 15 VALUATION INFORMATION SKETCH Current Total: 404700 Bldg: 140800 Land: 263900 MktLnd: 263900 Prior Tot: 404700 Bldg: 140800 Land: 263900 MktLnd: 263900 54 PHOTO FM B 14 1182 Sq.Ft.986 Sq.Ft. u �� 24 ! � 14 12 ' s6 ,27 13 3 P 3 15%.Ft. 1099 SALEM STREET •.5�-ILED,- . �ApaR 44N PUBLIC HEALTH DEPARTMENT Town of North Andover (� Community.and Economic Development Division 0� Cha CERTIFICATE OF -COMPLIANCE As of: January 10, 2018 This is to certify that,the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Construct an On-Site Sewage Disposal System By: Robert Innis of LRC Builders At: 1099 Salem Street Map 106,A Lot 0049 _North Andover, MA 01845 ThT, Issuance of this ceftificate shall not be construed as a guarantee that the system will function satisfactorily. G Michele E. Grant Public Health Inspector 120 Main St.,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.9542 Web www.northandoverma.gov i ,� �� //o �a/� S�TSLEW%- b# p�RATED Ay4R PUBLIC HEALTH DEPARTMENT Town of North Andover Community and Economic Development Division CERTIFICATE OF COMPLIANCE As of: January 10 2018 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Construct an On-Site Sewage Disposal System By. Robert Innis of LRC Builders At: 1099 Salem Street Map 106.A Lot 0049 North Andover, MA 01845 h iI suance of this c hall n t be construed as a guarantee that the system will function satisfactorily. i Achele E. Grant Public Health Inspector 120 Main St.,North Andover,Massachusetts 01845 Phone 918.688.9540 Fax 918.688.9542 Web www.northandoverma.gov A • StiTTliED764d �n 0 North Andover Health Department (ommunity and Economic Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 1099 Salem Street Lot 1 MAP: 106.A LOT: 0049 INSTALLER: Robert Innis - LRC Builders - DESIGNER: Craig Marchionda - Marchionda and Associates PLAN DATE: 05/17/2017 BOH APPROVAL DATE ON PLAN: 07/26/2017 INSPECTIONS TANK INSPECTION: 12/4/2017 DATE OF BED BOTTOM INSPECTION:11/28/2017 DATE OF FINAL CONSTRUCTION INSPECTION: 12/08/2017 DATE OF FINAL GRADE INSPECTION:1/10/2018 See email attached from Bob Innis SITE CONDITIONS ® Contractor reports any changes to design plan N/A Existing septic tank properly abandoned' New construction ® Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: SEPTIC TANK ® Building sewer in continuous grade, on compacted firm base N/A Cleanouts per plan ® Bottom of tank hole has 6" stone base ® Weep hole plugged ® 1500 gallon tank has been installed H-20 loading ® Monolithic tank construction ® Water tightness of tank has been achieved by visual testing ® Inlet tee installed, centered under access port ® Outlet tee installed, centered under access port (gas baffle/effluent filter) ® 24 inch cover to within 6" of finish grade installed over one access port ® Neoprene boots around inlet & outlet i Comments: CONTROL PANEL ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: basement ❑ Alarm signal located inside: basement Comments: DISTRIBUTION-BOX ® Installed on stable stone base ® H-20 D-Box N/A Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ® Speed levelers provided (not required) ® Schedule 40 PVC Pipe Comments: SOIL ABSORPTION SYSTEM (General) ® Bottom of SAS excavated down to C soil layer, as provided on plan ® Size of SAS,excavated as per plan ® Title 5 sand installed, if specified on plan ® 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan N/A Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: 11/28/2017 62 x 34 Brian LaGrasse - not executed down deep enough, needs to remove soil down to 31" Craig Marchonda will survey bottom of the bed and take pictures and certify, correct. SOIL ABSORPTION SYSTEM (Gravel-less Chambers) ❑ Brand and Model of Chamber: Standard Quick 4 Infiltrator Chambers ❑ Number of chambers per row: ❑ Number of rows (trenches): Comments: Total Chambers = FINAL GRADE 1/10/2018 see email per Bob Innis ❑ Loamed ❑ Seeded ❑ Cover per plan Comments: DOCUMENTS NEEDED ® Certification of Installation Form submitted By engineer and signed and dated by Engineer and installer ® As-Built Plan BM = HR = HI SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Benchmark Building Sewer OUT 3.60 164.77 163.85 Septic Tank IN 3.70 164.67 163.53 Septic Tank OUT 3.87 164.50 163.28 Pump Chamber IN Pump Chamber OUT Distribution Box IN 6.10 162.27 162.22 Distribution Box OUT 6.32 162.05 162.05 Lateral 1 TOP 6.38/6.64 Lateral 1 INVERT 161.99 / 161.73 161.99 / 161.75 Lateral 2 TOP 7.30 / 7.60 Lateral 2 INVERT 161.07 / 160.77 160.99 / 160.75 Lateral 3 TOP Lateral 3 INVERT Lateral 4 TOP Lateral 4 INVERT Lateral 5 TOP Lateral 5 INVERT Lateral 6 TOP Lateral 6 INVERT Top of Chamber Bottom of Bed/Chamber SKETCH PLAN 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 -- 1 ® 40 Slab foundation 10 10 -- ® Deck, on footings, etc 5 10 -- ® Waterline 10 10 10' ® Private drinking well 75 1002 50 ® Irrigation well 75 100 ® Surface Water 25 50 ® Bordering Vegetated Wetland , Salt Marsh, Inland/Coastal Banka 75 100 ® Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ® Trib. to surface water supply 325 325 - ® Public well 400 400 ® Interim Wellhead Prot. Area ® Reservoirs 400 400 ® Drains (wat. supply/trib.) 50 100 ® Drains (intercept g.w.) 25 50 ® Drains (Other)Foundation 10(5) 20(10)- Z 0(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 1/10/2018 Town of North Andover Mail-1099 and 1087 Salem St a --- . NOR AN ° OVER ---- Michele Grant<mgrant@northandoverma.gov> Massachusetts-,. _ 1099 and 1087 Salem St "-Message_ - Robert n nozsei Tue, Jan 9, 2018 at 6:30 PM Reply-To: Robert Innis<robertinnis@yahoo.com> To: Mgrant@northandoverma.gov To :'North Andover Board of Health: As both the owner and contractor of the above lots, I certify they are properly graded and take responsibility for the final grades at and near the septic systems of each lot. Robert Innis LRC Builders LLC. https:Hmail.google.com/mail/u/0/?ui=2&ik=d4458df3d9&jsver—pkG7biCEwPU.en.&view=pt&search=inbox&th=160dd42bccd 1463d&siml=160dd42bccd... 1/1 • �{ L - - ' VOA Application for Septic Disposal System TODAY'S DATE Construction Permit — TOWN OF i NORTH ANDOVER, MA 01845 $lis oo-component Important: Application is hereby made fora permit to: When filling out ❑Construct a new on-site sewage disposal system* G forms the computer,use ❑ Repair or replace an existing on-site sewage disposal system* only the tab key to move your El Repair or replace an existing system component—What? : 2. 'v� cursor-do not use the return A. Facility Information key. 'TT Address or Lot# tab Aad e /`N' City/Town 2.-*TYPE OF SEPTIC SYSTEM*: ➢ ❑ Pump [P Gravity(choose one) ***If pumps tem, 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) ➢ ❑ Pressure Dosed(D-Box Present)S.A.S. ➢ ❑ Does the system require an effluent filter? Yes No L/ If yes, does plan specify make and model of filter? YES=(no further info. needed) NO=(installer must specify brand of filter before DWC issuance) What is the Make? [khat is the Model. 2. Owner Information Name 5^ Address(if different from above) . City/Town State Zip Code— Email address Telephone Number 3. Installer Information Y l `\ 8 ICS Si h� ✓� K a'rj' h C. Ai 2 i�9 _ Name Name of Company - Address j p City/Town State Zip Code Telephone Number(Cell Phone#ifpossible please) 4. Designer Information �+ a ice- /Ef �► i o Vt J OL A-,rc 5_1 D Name�y /fie Name of Company Address r & City/Town State Zip Code 7g'/ 4361 ,i1 4 / Telephone Number(Best#to Reach) Application for Disposal System Construction Permit•Page 1 of 2 • ,�,�71.� Application for Septic Disposal System TODAY'S DATE Construction Permit - TOWN OF NORTH ANDOVER, MA 01845 .$175.00-component 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. I understand that until a final Certificate of Compliance has been issued by this Board of Health, the installed system is not approved. Name Date Ap catio roved By: (Board of Health RepresentatWJ� N e - - Date Applicat'on Disapproved for the following reasons: For Office Use Only: 1. Fee Attached? Yes No 2. Project Manager Obligation Form Attached? Yes No 3. Pump Ssy tem? If so,Attach copy ofElectrical Permit Yes_ No� Applicant received copy of "Electrical Inspection Notes for Septic Systems" Yes No L/ Handout? 4. Reviewed approval letter, all paperwork received. Yes V No Missing: 5. Foundation As-Built?(new construction only): Yes No (Same scale as approved plan) 6. Floor Plans?(new construction only): Yes_ No Application for Disposal System Construction Permit•Page 2 of 2 SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: 10 'i I S'd 14avK 5;T / k (Address of septic system) For plans by 0_& a l��reP D 0- P � (Engineer) Relative to the application of Pz>b t of :� g (Installer's name) And dated 01 - l-7 - 1- rigin ate Dated _ 7 o ay s ate With revisions dated 07 - 7 - / Z (Last revised date) I understand the following obligations for management of this project: 1. As the installer, I am obligated to obtain all permits and Board of Health approved plans prior to performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer, I must call for any and all inspections. If homeowner, contractor, project manager, or any other person not associated with my company schedules an inspection and the system is not ready, then item three shall be applicable. 3. As the installer, I am required to have the necessary work completed prior to the applicable inspections as indicated below. I understand that requesting an inspection,without completion of the items in accordance with Title 5 and the Board of Health Regulations may result in a$50.00 fine being levied against me and/or m�pan� a. Bottom of Bed-Generally, this is the first (V5 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@northandoverma.gov) from the engineer must be submitted to the Board of Health, after which installer calls for an inspection time. Installer must be present for this inspection. With a pump system, all electrical work must be ready and able to cause pump to work and alarm to function. c. Final Grade—Installer must request inspection when all grading is complete. Installer does not have to be on-site. 4. As the installer, I understand that only I may perform the work (other than simple excavation)and I am required to complete the installation of the system identified in the attached application for installation. I further understand that work done by others unlicensed to!install septic systems in North Andover can constitute reasons for denial of the system and/or revocation or suspension of my license to operate in the Town of North Andover, significant fines to allpersons*involved are also possible. 5. As the installer, I understand that I must be on-site during the performance of the following construction steps: a. Determination that the proper elevation of the excavation has been reached. b. Inspection of the sand and stone to be used. c. Final inspection by Board ofHealth staff or consultant. d. Installation of tank, D-Box,pipes, stone, vent,pump chamber,retaining Wall and other components. 6. As the installer, I understand that I am solely responsible for the installation of the system as per the approved plans. No instructions by the homeowner, general contractor, or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer: (Today's Date) (Name—Print a e—Signed) 7965 1 Gf`pORTH 7ti F = 9 Town of North Andover ` '•,,,,>.. HEALTH DEPARTMENT ,$SACHU`+�4 CHECK#: DATE: I LOCATION: /0 9 9 f /0 8 �/�, H/O NAME: CONTRACTOR NAME: /JO Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service-Type: $ ❑ Funeral Directors $ i ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal(Septic)Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler ❑ Well Construction $ SEPTIC Systems: ❑ Septic-Soil Testing $ ❑ Septic-Design Approval $ Septic Disposal Works Construction(DWC) $ oo— X ❑ Septic Disposal Works Installers(DWI) $ ❑ Title 5 Inspector $ h ❑ Title 5 Report $ i ❑ Other. (Indicate) $ He gent Initials White-Applicant Yellow-Health Pink-Treasurer �Q o� North Andover Health Department Community and Economic Development Division July 26, 2017 Kindred Homes, Inc. P. O. Box 531 North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for 1099 Salem Street—Lot 1 (Map 106A,Parcel 49) To Whom It May Concern: The proposed wastewater system design plan for the above site dated May 17, 2017 with a final revision date of July 7, 2017 and received on July 11, 2017 has been approved. The design has been approved for use in the construction of a new on-site septic system for a 4- bedroom house with a maximum of 9 total rooms, utilizing a gravity system. This design plan approval is valid until July 26, 2020. 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. This approval is also subject to the following conditions: 1. Prior to the issuance of the Disposal Works Construction 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 Construction Permit, the applicant must submit the floor plans of the proposed dwelling showing no greater than 4 bedrooms or a total of 9 rooms. Page 1 of 2 North Andover Health Department, Town Hall, 120 Main Street, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688. 9542 r ti 1099 Salem Street—Lot 1 July_26, 2017 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 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 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. Since , � w rian J. LaGrasse, CEHT Director of Public Health Encl. Installers list cc: Marchionda Associates, L. P., 62 Montvale Ave, Suite 1, Stoneham, MA 02180 File Page 2 of 2 North Andover Health Department, Town Hall, 120 Main Street, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688. 9542 v • � oglk North Andover Health Department Community and Economic Development Division July 26, 2017 Kindred Homes, Inc. P. O. Box 531 North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for 1099 Salem Street—Lot 1 (Map 106A,Parcel 49) To Whom It May Concern: The proposed wastewater system design plan for the above site dated May 17, 2017 with a final revision date of July 7, 2017 and received on.July 11, 2017 has been approved. The design has been approved for use in the construction of a new on-site septic system for a 4- bedroom house with a maximum of 9 total rooms, utilizing a gravity system. This design plan approval is valid until July 26, 2020. 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. This approval is also subject to the following conditions: 1. Prior to the issuance of the Disposal Works Construction 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 Construction Permit,the applicant must submit the floor plans of the proposed dwelling showing no greater than 4 bedrooms or a total of 9 rooms. Page 1 of 2 North Andover Health Department, Town Hall, 120 Main Street, North Andover,MA 01845 Phone: 978.688.9540 Fax: 978.688. 9542 1099 Salem Street—Lot 1 July 26, 2017 i 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 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 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. Since , /L y, rian J. LaGrasse, CEHT Director of Public Health Encl. Installers list cc: Marchionda Associates, L. P., 62 Montvale Ave, Suite 1, Stoneham, MA 02180 File Page 2 of 2 North Andover Health Department, Town Hall, 120 Main Street, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688. 9542 R PUBLIC HEALTH DEPARTMENT (ommunlly 6 Economl(Development TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System 00 constructed;(.)repaired; By: 92ArU; (Print Name) Located at:1099 Salem Street (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated n5/1712n17 and last revised on 07/0712017 _ _ ,with a design flow of 44n gallons per day. The materials used were in conformance with those specified on the approved plan;the system was installed in accordance with the provisions of 310.CMR 15.000,Title 5 and local regulations;and the final grading agrees substantially with the approved plan.All work is accurately represented on the As-built which has been submitted to the Board of Health. Bottom of Bed Inspection Date:11/29/2017 Engineer Representative(Signature) Craig Marchionda,PE And—Print Name Final Construction Inspection Date:01/02/2018 Engineer Representative(Signature) Craig Marchionda,PE -And-Print Name Installer: (Signature) Date: _rr And—Print Name Engineer. �''\ (Signature) Date:01/02/2018 Craig Marchionda,PE And—Print Name 120 Main Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.9542 Web http://www.northandovema.gov i Scanned by CamScanner I0q 5� Town of North Andover — Septic System - AS-BUILT CHECKLIST 1) �� All changes to the design plan have been reflected and noted on the as-built plan \� 1 inch= 40 feet or fewer for lot plans) 2) As-built plan has a suitable scale, ( p 3) Street Address,Assessor's Map and Lot Number T 4 Lot Lines and Location of Dwellings served by the system 5) Locations,Elevations and Dimensions of As-built system components,including reserve (if applicable) 6) ✓ Ties to all tank openings,d-box,and leach area from dwelling or Permanent Structure V Setback distances are shown on the as-built plan from system components to: Subsurface,interceptor&foundation drains Catch basins ✓ Property lines Dwellings or other structures _Private water supply or irrigation wells , Watercourses or wetlands 8) V/ Locati7-eMells,Drains,Wetland Resource Areas within 150 feet of system 9) ✓ Location of water, ,electres,cable,control panel (if applicable) 10) !� Location of Structures within 6 Inches of Finished Grade 11) //Original Stamp &Signature 12) _-Y- Location and holder of any easements which could impact the system 13) `L Impervious Areas;Driveways,etc 14) North Arrow 15) `1 Location&Elevation of Benchmark used 16) LSTATEMENT ON PLAN (NA 5.3) a. "I certify the locations,elevations, ties, cover material;exposed component covers etc., shown on this as-built substantially agree u th the approved plan and have determined that the break out elevations,if applicable,have been met." Signature of Designer Date b. "If a STUCTURAL WALL IS PRESENT W 4.9)a Letter or statement on the as-built indicating the wall- was,or was not,constructed in accordance w4th the intended des40 and any manufacturer' ,t if cat4ons." Signature of Designer Date As of:Tuesday,March 17,2015 Massachusetts Department of Envirc �� P o_ 9561 `.� BWP AQ 04 (ANF-00 r r-z'� Asbestos Project# Asbestos Notification Form /p- r- Project Revision REGENEDellation AUG 0 7 nit A. Asbestos Abatement Description TOWN OF NORTH ANDOVER HEALTH DEPARTMENT 1.Facility Location: RESIDENCE 1099 SALEM STREET Instructions 1.All a.Name of Facility b.Street Address sections of this form NORTH ANDOVER must be completed in MA 01845 5085728224 order to comply with c.City/Town d.State e.Zip Code f.Telephone MassDEP notification BOB INNIS OVVqERR requirements of 310 CMR 7.15 and g•Facility Contact Person Name h.Facility Contact Person Title Department of Labor Worksite Location: BATHROOM AND OUTSIDE Standards(DLS) i.Building Name,Wing,Floor,Room,etc. notification requirements of 453 2. Is the facility occupied? r a.Yes r b.No CMR 6.12 3. Is this a fee exempt notification (city,town, district, municipal housing authority,state facility, or owner-occupied residential roe of four units or less)? R a.Yes r b.No p property rtY ) MassDEP Use Only 4.Blanket Permit Project Approval,if applicable: Date Received Approval ID# 5.Non-Traditional Asbestos Abatement Work Practice Approval, 2.Submit Original if applicable: Approval ID# Form To: Commonwealth of Massachusetts 6.Asbestos Contractor: P.O.Box 4062 Boston,MA 02211 E&F ENVIRONMENTAL SERVICES LLC 86 CAROLAN AVE a.Name b.Address HAMPTON Ni 03842 6032345581 c.City/Town d.State e.Zip Code f.Telephone AC000767 h.Contract Type: r 1.Written r 2.Verbal g.DLS License# 7. GUILLERMO A MARGARIN FRIAS AS060373 a.Name of Contractor's On-Site Supervisor/Foreman b.DLS Certification# 8 N/A a.Name of Project Monitor b.DLS Certification# 9 ASBESTOS NOTIFICATION LABORATORY AA00208 a.Name of Asbestos Analytical Lab b.DLS Certification# 10. 8/8/2017 8/9/2017 a.Project Start Date(MM/DD/YYYY) b.End Date(MM/DD/YYYY) 7:00-3:30 N/A c.Work Hours-Monday Through Friday d.Work Hours-Saturday&Sunday 1 l.What type of project is this? r a.Demolition r_ b.Renovation c.Repair r d.Other-Please Specify: REMOVAL Revised: 11/13/201.3 Page 1 of 4 •�` Massachusetts Department of Environmental Protection 100269561 BWP AQ 04 (ANF-001) Asbestos Project# Asbestos Notification Form r Project Revision r Project Cancellation A.Asbestos Abatement Description: (cont.) 12.Abatement procedures(check all that apply): (` a.Glove Bagb.Encapsulation : c.Enclosure : d.Disposal Only e.Cleanup r: f.Full Containment r; g.Other-Please Specify: POLY SURROUNDING STRUCTURE 13.Job is being conducted: r a.lndoors rV7 b.Outdoors 14 a.Total amount of each a of asbestos Containing materials ACM to be removed enclosed or type g (ACM) > encapsulated: 200 60 1.Linear Feet(Lin.Ft.) 2.Square Feet(Sq.Ft.) b.Boiler,Breaching,Duct, c.Transite Pipe Tank Surface Coatings 1.Lin.Ft. 2.Sq.Ft 1.Lin.Ft. 2.Sq.Ft. d.Pipe Insulation e.Transite Shingles 1.Lin.Ft. 2.Sq.Ft. 1.Lin.Ft. 2.Sq.Ft. f.Spray-On Fireproofing g.Transite Panels 1.Lin.Ft. 2.Sq.Ft. 1.Lin.Ft. 2.S .Ft. q q h.Cloths,Woven Fabrics i.Other-Please Specify: 1.Lin.Ft. 2.Sq.Ft. j.Insulating Cement LINOLEUM AND WINDOW GLAZI 200 60 1.Lin.Ft. 2.Sq.Ft. 1.Lin.Ft. 2.Sq.Ft. 15.Describe the decontamination system(s)to be used: FULL CONTAINMENTAND POLY SURROUNDING STRUCTURE 16.Describe the containerization/disposal methods to comply with 310 CMR 7.15 and 453 CM.R 6.1.4(2) (g): ALL METHODS WILL COMPLY 17.For Emergency Asbestos Operations,the MassDEP and DLS officials who evaluated the emergency: a.Name of MassDEP Official b.Title of MassDEP Official c.Date of Authorization(MM/DD/YYYY) d.Waiver# I e.Name of DLS Official f.Title of DLS Official g.Date of Authorization(MM/DD/YYYY) h.Waiver# 18.Do prevailing wage rates as per M.G.L.c. 149, §26,27 or 27A—F apply to this r a.Yes 170 b.No project? Revised: 1.1/13/2013 Page 2 of 4 I Massachusetts Department of Environmental Protection 100269561 BWP AQ 04 (ANF-001) Asbestos Project# Asbestos Notification Form Project Revision r Project Cancellation B. Facility Description 1.Current or prior use of facility: RESIDENCE 2.Is the facility owner-occupied residential with 4 units or less? r a.Yes r b.No 3.BOB INNIS 1099 SALEM STREET a.Facility Owner Name b.Address NORTH ANDOVER MA 01845 5085728224 c.Citylrown d.State e.Zip Code f.Telephone 4 N/A N/A a.Name of Facility Owners On-Site Manager b.Address N/A MA 00000 0000000000 c.City/Town d.State e.Zip Code f.Telephone 5 N/A N/A a.Name of General Contractor b.Address N/A MA 00000 0000000000 c.City/Town d.State e.Zip Code f.Telephone LIBERTY MUTUAL INSURANCE g.Contractors Worker's Compensation Insurer 000000000 12/13/2017 h.Policy# i.Expiration Date(MM/DD/YYYY) 1100 1 6.What is the size of this facility? a.Square Feet b.#of Floors C. Asbestos Transportation & Disposal 1.Transporter of asbestos-containing waste material from site of generation: r a.Directly to Landfill or r b.To Temporary Storage Location/Transfer Station E&F ENVIRONMENTAL SERVICES LLC 86 CAROLAN AVENUE c.Name of Transporter d.Address Note:Temporary storage of Asbestos HAMPTON NH 03842 6039742503 containing waste e.City/town f.State g.Zip Code h.Telephone material is only allowed at the place of business of a DLS 2.If a temporary storage location/transfer station is used,list name of transporter of asbestos containing licensed Asbestos t l f waste material temporary storage location/transfer station to final disposal site: contractor or a transfer P �' g P station that is permitted by SERVICE TRANSPORT GROUP,INC. 58 PYLES LANE MassDEP and a.Name of Transporter b.Address operated in compliance with Solid NEWCASTLE CE 19720 8779999559 Waste Regulations 310 CMR 19.000 c.City/town d.State e.Zip Code f.Telephone Revised: 11/13/2013 Page 3 of 4 Massachusetts Department of Environmental Protection 100269561 BWP AQ 04 (ANF-001) Asbestos Project# Asbestos Notification Form r Project Revision I' Project Cancellation C.Asbestos Transportation&Disposal: (cont.) 3.Name and address of temporary storage location/transfer station for the asbestos containing waste material: N/A N/A a.Temporary Storage Location Name b.Address N/A MA 00000 0000000000 c.City/Town d.State e.Zip Code f.Telephone 4.Name and location of final disposal site(asbestos landfill): MINERVA LANDFILL N/A a.Final Disposal Site Name b.Final Disposal Site Owner Name 9000 MINERVA ROAD c.Address WAYNESBURG OH 44688 3308663435 d.City/Town e.State f.Zip Code g.Telephone D. Certification FRANK BALOGH FRANK BALOGH "I certify that I have personally 1.Name 2.Authorized Signature examined the foregoing and am OVMIER 7/26/2017 familiar with the information contained in this document and 3.Position/Title 4.Date(MM/DD/YYYY) Note:Contractor must 6039742503 E&F ENVIRO sign this form for DLS all attachments and that,based notification purposes on my inquiry of those 5.Telephone 6.Representing individuals immediately 86 CAROLAN AVENUE HAMPTON responsible for obtaining the 7.Address8.City/Town information, I believe that the Ni �j� 03842 information is true,accurate,and " complete. I am aware that there 9•State 10.Zip Code are significant penalties for submitting false information, including possible fines and imprisonment.The undersigned hereby states that I have read the Commonwealth of Massachusetts regulations governing asbestos abatement (453 CMR 6.00 promulgated by the Department of Labor Standards and 310 CMR 7.15 promulgated by the Department of Environmental Protection), and that I am aware that this permit application or notification shall not be deemed valid unless payment of the applicable fee is made." Revised: 11/13/2013 Page 4 of 4 a F HMR�0 & H�97AL amm= LLQ Environmental/Demolition Contractors Commercial/Industrial/Residential I I July 26, 2017 RECEIVED AUG 0 7 2017 Town of North Andover Health Department TOWN OR NORTH ANDOVER 120 Main Street HEALTH DEPARTMENT North Andover, MA 01845 RE: 1099 Salem Street, North Andover, MA Dear Sir/Madam: Please be advised that we will be conducting an Asbestos Abatement at the above captioned address on August 8, 2017• 1 have attached a copy of the Notification filed with the MASS DEP for your records. Kindly contact us with any further questions or comments you may have. Very truly yours, Susan A.Pappalardo E& F Environmental Services, LLC /Enclosures 7 Puzzle Gane, Unit #2, Newton, NN 03858 (603)97,f-2503 Fax: (603)97q-2,f77 6 TOWN OF NORTH ANDOVER Community & Economic Development ' HEALTH DEPARTMENT 120 Mainn Street 0 NORTH ANDOVER,MASSACHUSETTS 01845 RECEIVED 978.688.9540—Phone V 978.688.9542—FAX DEC 19 2016 healthdept@northandovenna.gov www.northandoverma.gov 70WN OF NORTH ANDOVER HEALTH DEPARTMENT APPLICATION FOR SOIL TESTS �(� l DATE: MAP&PARCEL: IUA-4 /O�10 LOCATION OF SOIL TESTS: /O'vyt �ac%i�• S� / � OWNER: Contact#: '7r=rp9--fl7 ' APPLICANT: /Kit 4, , ayr � /�,�;��tLcs n t#: ADDRESS: ENGINEER:�w/ /o +' SS L. ' Contact#: P CERTIFIED SOIL EVALUATOR: j,P/l Intended Use of Land: Residential Subdivision .✓Single Fa ome Commercial Is This: Repair Testing: Undeveloped Lot Testing: Upgrade for Addition: In the Lake Cochicheawick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM ➢ Proof of land ownership(Tax bill,or letter from owner permitting test) ➢ 8.5"x 11"Plot plan&Location of Testing(please indicate test pit sites on the plan) ➢ Fee of$585.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$440.00 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: Signature of Conservation Agent: --�-J- Date back to Health Department: (stamp in): now or formerly Archie 0. Faster 't�'•,mE T��wIV Ur i'vv` tt i i i nivDU1{ER HEALTH DEPARTMENT �� T(ACT—qJ v x a O g n r h `P Total Area 7,G4Acres(c5=essar's) 0 LUlAl l Z,c.oS -t'3 5 fat EZLrg { r- Gallant r! ftodZOlinYa now or formtriy Firm (3x6.47 Je rods 15 i'.nics i��I�� _,_.-----• i30.5p former! N'r a2t13,250 ae. 6n:tn� R' TR.�CT 4 d ( �Mo;ne',in Roiiroad a"Company n`n__,_. { 1 H 1p1� New England Power Company Pkn A—..�.,... otw u �...• Ir A ay 20,19 7 { N r"m F Plpn Na,3608 _o 9a1901 it 165. a 23-.06 100,36 '.Wdo 4s now Of formariy T RI•tCT h! , i '� nformerly or forme ' E-td-Kruschwits Pov`aar,a c , ti t_� y pf ve tas �.: Elmira Gallant .F P{:.t Na 39 eshc'.r.caeyl.a std__ 7'flo $S`�-TRACT 2 TO Na Andover Center SALEM STREET -+ � 9f. �0 NOTE�Seing described by dead,Retarded in Essex Registry COMPILED PLAN OF LAND or Deeds Book 1-179, Page 89, NOTE I hereby cart=ly Scl 9n:Property fines Shawn on Ms plan are the lines dividing NO. 1099 SALEM ST existing aw:er3hSps,and the lines of Sfraets and Ways shorn are those of /t �+ Public or Private Straata at Ways already established and that no now tines �'�"•"•�..„ NORTH ANQt?V ERs MASS. for dividing of existing ownerships or far new Ways are shown.. s'u dweeR' FRAAK R.Z S41VAT49.1 I feet fO fl Rag.Land Surveyor .SCG�B°s�} itinch� x1 6F':..rry!s tea, NOTE, I hereby carlify that the building shaven on this plan is totaled on the b r e 1y ground as shown thereon and that it conforms to the zoning and building s''\P s-s*,rij,. SEPTEMBER 1!s 19755 t qr r �yyC laws of the town of North Andover hen constructed and to restrictions an record— e .�� p z _ ` s*Ph Selwyn Avg— Civil EngMass. tg t RECEIVED UEC U Z 2016 TOWN OF NORTH ANDOVER HEALTH DEQ' -T '.ENT TOWN OF NORTH ANDOVER Community&Economic Development HEALTH DEPARTMENT 120 Mainn Street NORTH ANDOVER,MASSACHUSETTS 01845 978.688.9540—Phone 978.688.9542—FAX healthdept@northandovenna.gov www.northandoverma.gov APPLICATION FOR SOIL TESTS DATE: November 30,2016. MAP&PA RCELMap 106A, Parcel 49 LOCATION OF SOIL TESTS: 1099 Salem Street j OWNER: Frank R Disalvatore c/o attorney Morin Contact#: 978-809-3178 APPLICANT: Kindred Homes, David Kindred Contact#: 978-265-7641 ADDRESS: PO Box 531 North Andover, MA 01845 ENGINEER: Marchionda&Assocaiates, L.P. Contact#: 781-438-6121 CERTIFIED SOIL EVALUATOR: Craig Marchionda SE 13892 Intended Use of Land: Residential Subdivision Single Family Home Commercial Is This: Repair Testing: Undeveloped Lot Testing: X Upgrade for Addition: In the Lake Cochichewick Watershed? Yes No X THE FOLLOWING MUST BE INCLUDED WITH THIS FORM Proof of land ownership(Tax bill,or letter from owner permitting test) ➢ 8.5"x 1l"Plot pian A Location of 7402(please indicate test pit sites on the plan) ➢ Fee of$MEW per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$440.()0 per lot for repairs or upgrades. GENERAL INFORMATION Only Certified Soil Evaluators may perform deep hole inspections: 3� 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. I > Full payment will be required for all additional tests within two weeks of testing. Y 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). Y Within 60 days of testing soil evaluation forms shall be submitted. I� Please Do Not Write Below This Line I N.A.Conservation Commission Approval Dater_�_�— I (0. Signature of Conservation Agent: J sir r- Date back to Health Department:(stamp in): ��r� �ei W I �.Lpc� P► , 012..E SS U S) C4 r Scanned by CarnScanner tt n `aw or tormeriy Archie 0. FRifei kw-I IV �. S 29POds tP Itnk}- II �,�.... TO{NIV 01=NORTH I H ANDOVER HEALTH DEPARTMENT TR ACT4) v)y D P wwwtttt c W Iw o w c tA a Total Area 7.64 Acres in 0 O L_ut 3 0 n� "In �4••t2�r 7 f i t_ ... . � M �f 1 ! rods 2:finks trod' -- =%i ✓J@ na, or formerly Ela'" Galion! ..t3ofi,9t Ie rods IS IInra i ._.._........--^ R.142191 156.,....:.,i ce ..._. formerly I3,250 t �:...:..I'tew.. Eo.fnn a' TRACT 4 B IMaine " Railroad .England,„PrM.ar_Comcony ,n'. Eng4aad Fower C"Wy m�'Pkn doted a%20,19 7,...j.-1 N;Z .....",...�_, h Plen No.360g 1�t �=i„7 c N 4-1504,41 165- a. •N� >_,,.---�..-- 23.,06 100,36 T �...��3.. .,,.._.�_.,.�..... now ar formerly PIM doled Rl34T 1 4,i15aet r E'M'Krusthvitz $ah t now or formerly - ey uwne ta,s ro � �e.Y Elmira Ga[lanf h Pert Ri.36 "^asnc".to Gmltdl Rd,.n.......,, 7,Ip0 I •TRACT 2 12-1.,tz IroamRt,: lr� R.N SALEM STREET ra yJa nndover Center•: a,e7" NOTE Being described by dead.:Recorded in Essex Registry COMPILED PLAN OF LAND of Dead% Baal; 1199, page gS,. NOTE: I hereby certify that the property lines shown an MIs pion ore the lines dividing No. 1099 SALEM ST existing ownerships,and the lines of Streets and Ways shown are those of Public ar Private Streets or Wets ahead established and t „.�..— Y hat no caw lees ,... NORTH ANDiVER,MASS. for dirding of existing ownerships or for new Ways ars shown. : ,"Y OGdu.. e � R FRA K R. SRLdA9a8E rand surveyor �K'. 1 Scale-60 feet to an inch NOTE, I hereby certify that the building shovn on this plan islocatedon the B� ground as shown thereon and that SEP wE('11 conforms to the zoning and building .7T E MB1'R 17t 17J laws of the town of North A ndover then constructed and to restrictions R(,:1 nc''' vil neer on record. 4Sl Lineph den tt Av- 8lelmanntl Moss. �4z� RECEIVED ULA c i, Kathryn M. Morin, LLC TOWN Or NOii—<Ti i Aid,,01 _^ HEALTH DEFAR'fIv .+ Kathryn M.Morin-MA,NH,ME Bethany J.Raffa—MA,NH December 1, 2016 Town of North Andover Community & Economic Development Health Department 120 Main Street North Andover, MA 01845 Re: 1099 Salem Street Application for Soil Tests Dear Sir/Madam: This office represents Richard F. Miller, Trustee of the Frank R. DiSalvatore, Jr. Revocable Trust,the owner of the captioned property by virtue of deed recorded with the Essex North District Registry of Deeds at Book 12641, Page 207 (see copy enclosed). On behalf of the property owner, permission is hereby granted to allow the Town of North Andover, its employees, agents, contractors, and representatives, and Kindred Homes, Inc., David Kindred, and their agents, engineers, contractors and representatives, and Marchionda&Associates, L.P. and its agents, engineers, contractors and representatives to enter onto the captioned property and conduct testing, including without limitation, soil and percolation testing. Please let me know if you require anything further in this regard. Very truly yours, THE LAW OFFICE OF KATHRYN M.MORIN,LLC Ka ryn M. Morin j KMM:i Enclosure 68 Main Street,Andover,MA 01810 Phone: 978.809.3178 • Fax: 978.809.3179 r i • _y ` Bek 12641 Pz 2017 #23546 10--05-2011 8 09:20a (Space Above this Line Reserved for Reeisrry of Peds) QUITCLAIM DEED Frank R.DiSalvatore,Jr.of North Andover,Massachusetts for consideration paid and in full consideration of less than One Hundred and 00/100 ($100.00)Dollars, grants to Richard F.Miller,Trustee of the Frank R.DiSalvatore,Jr. Revocable Trust u/d/t ,o dated September 29,2011,a Certificate of Trust relative to which is recorded herewith, Q9 of 1094 Salem Street,North Andover,MA 01845 �t 0 z with Quitclaim Covenants That certainarcel of land with the buildings thereon situated on Salem Street North P g , Andover,Essex County,Massachusetts and being numbered 1099 Salem Street,North 10 1 Andover,MA being shown as a parcel of land on a plan entitled"Compiled Plan of Land, Cn No. 1099 Salem Street,North Andover, Massachusetts, September 17, 1975,Joseph o Selwyn Civil Engineer"recorded with the Essex North District Registry of Deeds as Plan No. 7293,to which plan reference is hereby made for a more particular description of the parcel conveyed. The parcel hereby conveyed contains 7.64 acres of land,more or less,according to the plan. a� Subject to easements and restrictions or record, if any, insofar as they same are now in force and applicable and not intending to extend or recreate any such rights. No title exam has been requested or conducted in connection with the preparation of this document. Being the same premises conveyed to Frank R. DiSalvatore,Jr.and Rosalie DiSalvatore, as tenants by the entirety,by deed dated September 26, 1975,recorded at Book 1268, Page 91. Rosalie DiSalvatore died on September 24, 1993. See M-792 recorded at Book 4587,Page 61. i Bk 12641 Pg208 #23546 i� � 4 tiL I EXECUTED as a sealed instrument this 29h day of September,2011. 1 Frank R. Di alvatore,Jr. COMMONWEALTH OF MASSACHUSETTS ESSEX,ss. On this 29th day of September,2011,before me,the undersigned Notary Public, personally appeared Frank R. DiSalvatore,Jr.,who proved to me through satisfactory evidence of identification,which was['photographic identification with signature issued by a federal or state governmental agency,E] oath or affirmation of a credible witness,❑personal knowledge of the undersigned,to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he signed it voluntarily,for its stated purpose. H thryn M.Morin Notary Public My Commission Expires: 6/13/2014 ,•�„ ININMNI K M.y i s �r . Commonwealth of Massachusetts o City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information Dave Kindred Owner Name 1099 Salem Street 106.A/49 Street Address Map/Lot# North Andover MA 01845 City State Zip Code B. Site Information 1. (Check one) ® New Construction ❑ Upgrade ❑ Repair 2. Soil Survey Available? ® Yes ❑ No If yes: NRCS 307D Source - Soil Map Unit Paxton fine sandy loam Possible high groundwater table Soil Name Soil Limitations Coarse loamy lodgement till derived from gneiss, granite and/or schist Landform 3. Surficial Geological Report Available? ® Yes ❑ No If yes: 2006 1:50,000 C.Deposit Year Published/Source Publication Scale s/Till 4. Flood Rate Insurance Map Above the 500-year flood boundary? ® Yes ❑ No Within the 100-year flood boundary? ❑ Yes ® No If Yes,continue to#5. 5. Within a velocity zone? ❑ Yes ® No 6. Within a Mapped Wetland Area? ❑ Yes ® No MassGIS Wetland Data Layer: MassDEP Wetlands 12K Wetland Type 7. Current Water Resource Conditions (USGS): 12/2016 Range: ❑ Above Normal ® Normal ❑ Below Normal Month/Year 8. Other references reviewed: t5form11 -TP7-8•rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal I Page 2 of 14 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number: TP-7 12/13/16 Date Time Weather 1. Location Ground Elevation at Surface of Hole: 157.3 Latitude/Longitude: / feet Description of Location: South of existing driveway, at treeline 2. Land Use Woodland 15 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%) Wooded Vegetation Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body Drainage Way Wetlands 150 feet feet feet Property Line 75 Drinking Water Well Other feet feet feet 4. Parent Material: Unsuitable Maferials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 36 154.3 inches elevation t5form11 -TP7-8•rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Page 3 0f 4 Commonwealth of Massachusetts City/Town of North Andover - Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: TP-7 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- Soil Texture /o by Volume Soil Depth(in.) Moist Munsell USDA Moist Soil Structure Consistence Other Layer y (Munsell) (USDA) Cobbles Depth Color Percent Gravel (Moist)) &Stones 0-22 Ap 10YR2/1 Loam 0 0 Weak Friable 22-31 B 10YR3/4 SL <5 <5 Weak Friable 31-96 C 10YR4/6 36 10YR5/8 2 F-M Sand <5 <5 Structureless Loose Additional Notes: Beyond depth of 5' C layer becomes very cobbly/bouldery t5form11 -TP7-8•rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Page 4 of 14 �. Commonwealth of Massachusetts City/Town of North Andover _ Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: TP-8 12/13/16 Date Time Weather 1. Location Ground Elevation at Surface of Hole: 157.4 Latitude/Longitude: / feet 2. Land Use Woodland 12 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%) Wooded Vegetation Landform Position on Landscape(SU,SH,BS,FS, 3. Distances from: Open Water Body Drainage Way Wetlands 125 feet feet feet Property Line 60 Drinking Water Well Other feet feet feet 4. Parent Material: Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 27 155.1 inches elevation t5form11 -TP7-8•rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Page 5 of 14 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: TP-8 Redoximorphic Features Coarse Fragments Soil Soil Horizon/Soil Matrix:Color- Soil Texture %by Volume Depth(in.) Moist Munsell USDASoil Structure Consistence Other Layer y (Munsell) Depth Color Percent (USDA) Gravel (Moist) I.Cobbles Stones 0-7 Ap 10YR2/1 Loam 0 0 Weak Friable 7-18 B 10YR3/4 SL <5 <5 Weak Friable 18-96 C 10YR4/6 27 2 F-M Sand 5 10 Structureless Loose Additional Notes: t5form11 -TP7-8-rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Page 6 of 14 Commonwealth of Massachusetts City/Town of North Andover I Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number: TP-16 01/05/17 Date Time Weather 1. Location Ground Elevation at Surface of Hole: 157.8 Latitude/Longitude: / feet Description of Location: South of existing driveway, beyond treeline 2. Land Use Woodland 12 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%) Wooded Vegetation Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body Drainage Way Wetlands 145 feet feet feet Property Line 50 Drinking Water Well Other feet feet feet 4. Parent Material: Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ® No If yes: 78 102 Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 33 155.0 inches elevation t5form11 -TP 16•rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal I Page 7 6TT4—]4 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: TP-16 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix: Color- Soil Texture %by Volume Soil Depth(in.) Layer Moist(Munsell) (USDA) Cobbles Soil Structure Consistence Other Depth Color Percent Gravel (Moist) &Stones 0-9 Ap 10YR2/1 Loam 0 0 Structureless V. Friable 9-29 B 10YR4/4 Silt Loam 0 0 Weak V. Friable 29-47 C1 10YR6/8 33 2.5YR3/6 2 F Sand <5 <5 Structureless Loose 47-120 C2 10YR6/8 F-LS <5 <5 Structureless Loose Additional Notes: Roots to —31" t5form11 -TP 16-rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Page 8 of T 4 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: Obs. Hole#TP-7 Obs. Hole#TP-8 ❑ Depth observed standing water in observation hole inches inches ❑ Depth weeping from side of observation hole inches inches ® Depth to soil redoximorphic features (mottles) 36 27 inches inches ❑ Depth to adjusted seasonal high groundwater(Sh) (USGS methodology) inches inches Index Well Number Reading Date Sh = Sc—[Sr X (OWc—OWmax)/OWr] Obs. Hole# Sc Sr OWc OWmax OWr Sh Obs. Hole# Sc Sr OWc OWmax OWr Sh E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ® Yes ❑ No b. If yes, at what depth was it observed? Upper boundary: 22 Lower boundary: 96 inches inches c. If no, at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches t5form11 -TP7-8•rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Page 9 of 14 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: Obs. Hole#TP-16 Obs. Hole# ❑ Depth observed standing water in observation hole inches inches ❑ Depth weeping from side of observation hole inches inches ® Depth to soil redoximorphic features (mottles) 33 inches inches ❑ Depth to adjusted seasonal high groundwater(Sh) (USGS methodology) inches inches Index Well Number Reading Date Sh = Sc—[Sr X (Owe—OWmax)/OWrl Obs. Hole# Sc Sr OWc OWmax OWr Sh Obs. Hole# Sc Sr OWc OWmax OWr Sh E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ® Yes ❑ No b. If yes, at what depth was it observed? Upper boundary: 9 Lower boundary: 120 inches inches c. If no, at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches t5form11 -TP16-rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Page 10 of 14 < Commonwealth of Massachusetts -�, City/town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F. Board of Health Witness Isaac Rowe (Mill River Consulting) North Andover. Name of Board of Health Witness Board of Health G. Soil Evaluator Certification . I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. 05/25/17 Signature of Soil Evaluator Date Craig Marchionda/SE13892 01/01/2019 Typed or Printed Name of Soil Evaluator/License# Expiration Date of License Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and to the designer and the property owner with Percolation Test Form 12. t5form11 -TP16•rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Page 11 of 14 i . Commonwealth of Massachusetts City/Town of North Andover W Percolation Test Form 12 M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important:When A. Site Information filling out forms on the computer, use only the tab Dave Kindred key to move your Owner Name cursor-do not 1099 Salem Street(Map 106.A, Lot 49) use the return Street Address or Lot# key. North Andover MA 01845 r� City/Town State Zip Code 978 265-7641 Contact Person(if different from Owner) Telephone Number B. Test Results 12/13/16 14:58 01/05/17 13:32 Date Time Date Time Observation Hole# P-7 P-16 Depth of Pere 48"top, 71"bottom 39"top, 58" bottom Start Pre-Soak 15:04 13:40 End Pre-Soak 15:19 13:55 Time at 12" 15:19 13:55 Time at 9" 15:25 14:06 Time at 6" 15:37 14:28 Time (9"-6") 12 min 22 min Rate (Min./Inch) 4 8 Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Craig Marchionda, SE13892 Test Performed By: Isaac Rowe, Mill River Consulting Board of Health Witness Comments: t5form12.doc•08/15 Perc Test Page 12 of 1z fl a Y , k 1 � a s f __� i 1171 4. U,y' -79 t ,tOLO Y)U- ff r f a • TOWN OF NORTH ANDOVER Community& Economic Development HEALTH DEPARTMENT 120 Main Street NORTH ANDOVER,MASSACHUSETTS 01845 978.688.9540—Phone 978.688.9542—FAX E-MAIL:healthdept@northandoverma.gov WEBSITE:hqp://www.northandoverma.Aov SEPTIC PLAN SUBMITTAL FORM RECEIVED Date of Submission:05/25/2017 MAS 2 6 'Z017 TO SF t4ORTH DEPARTMENT R Site Location: 1099 Salem Street(Lot 1) V�,LTH 'I Engineer:Marchionda &Associates, L.P. New Plans? Yes X $275/Plan Check# (includes 1St submission and one re- review only) Revised Plans?Yes $125/Plan Check# Site Evaluation Forms Included? Yes X No Local Upgrade Form Included? Yes No X Telephone#:(781)438-6121 Fax#:(781)438-9654 E-mail:c.marchionda@marchionda.com Homeowner Name: Kindred Homes, Inc. OFFICE USE ONLY When the s ission is complete (including check): ➢ Date stamp plans and letter ➢ Complete and attach Receipt ➢ Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database i Page 1 of 14 MOR7q qti q. 7884 10 = y Town of North Andover HEALTH DEPARTMENT SACHU`+ CHECK#: dol? DATE: S LOCATION: /O? H/O NAME: r y0 4 CONTRACTOR NAME: 0 Type of Permit or License: (Check box) ❑ Animal $ ' ❑ Body Art Establishment $ i ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service-Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ t` ❑ Massage Practice $ ❑ Offal(Septic)Hauler $ l ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ E ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPTIC Systems: `❑ Septic-Soil Testing $ I� Septic-Design Approval $� ,❑` Septic Disposal Works Construction(DWC) $ ❑ Septic Disposal Works Installers(DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report $ ❑ Other:(Indicate) $ He ent Initials White-Applicant Yellow-Health Pink-Treasurer Marchionda & Associates, L.P. Engineering and Planning Consultants II July 17, 2017 dU Mr. Brian LaGrasse Health DirectorH �1'I�,�y� 120 Main Street M�ryt North Andover, MA 01845 RE: 1099 Salem Street—Lots 1 & 2 Septic System Reviews Dear Brian: Thank you for taking the time to review our septic system design revisions for 1099 Salem Street, Lots 1 & 2 so promptly. Below please find your review comments (received via email from Mill River Consulting on July 14, 2017) followed by our responses in italics. Our revised design plans are included as well. Lot-1: No outstanding review comments. Lot 2: 1. It appears your reserve trench is above and the primary is adjacent to TP-13 and P-13. It was my understanding we were going to stay away from this test pit because we abandoned the perc test(see my field notes attached). We have slightly revised the location of TP-13 and P-13 on the site plans to more accurately reflect their actual locations. Additionally, we have split one of our reserve trenches into two shorter reserve trenches (providing the same total length) to provide more separation from TP-13 and P-13. We do feel that the result of the percolation test performed in P-13 was an anomaly based on the overall consistency of the other nearby percolation tests. 2. Your cover letter and plan do not seem to address items #9-12 if my review letter. We apologize for missing these review comments initially. Please see our responses below, with numbering consistent with your review letter; 9. The finished side slope of the leaching facility is greater than 3:1 (3 10 CMR 15.255). We have revised the grading in this area to achieve a 3:1 slope between the proposed impervious barrier and retaining wall. 62 Montvale Avenue,Suite I Phone: 781-438-6121 www.marchionda.com Stoneham, MA 02180-363 Fax: 781-438-9654 E-mail: mail@marchionda.com 10. Provide finish grade spot elevations to confirm the breakout elevation of trench#1 (167.3- 167.6) is met (3 10 CMR 15.255). Two finish grade spot elevations have been added to the plan to confirm the breakout elevation of trench I is met. 11. Provide finish grade spot elevations to confirm the minimum cover material is met above the septic tank(3 10 CMR 15.228(1)). Two finish grade spot elevations have been added to the plan to confirm the minimum cover over the septic tank is met. 12. Although not a reason for disapproval, you may wish to consider the following: It appears trench#2 is designed on a higher existing grade elevation (162.5)than the proposed location of approximately 161.8. We appreciate you bringing this to our attention and have decided to revise the design of trench #2 based on an existing elevation of 161.8. The existing grade of trench #2 has been changed from 162.5+/- to 161.8+/--. The ESHWT for trench #2 has been revised to 158.3 based on 42" below the existing grade of 161.8. The separation between the ESHWT and the bottom of trench #2 is 4 feet. Similarly,for trench #1 the ESHWT for was stepped due to the difference in existing elevations at the two trench locations and is at elevation 160.0 (42" below existing grade of 163.5). The separation between the ESHWT and the bottom of trench #1 is 4 feet. We hope our responses adequately address your review comments. Should you have any additional questions please do not hesitate to contact us. . Sincerely, Marchionda &Associates, L.P. L' '/ Craig Marchionda, PE Project Engineer Cc: Kindred Homes Arco Excavators, Inc. Marchionda & Associates, L.P. Engineering and Planning Consultants July 10, 2017 pFN��p,R0AENt Mr. Brian LaGrasse Health Director 120 Main Street North Andover, MA 01845 RE: 1099 Salem Street—Lots 1 &2 Septic System Reviews Dear Brian: Thank you for taking the time to review our septic system designs for 1099 Salem Street, Lots 1 &2. Below please find your review comments followed by our responses in italics. Our revised design plans are included as well. Lot 1: 1. Indicate the location of the existing or proposed water service line (3 10 CMR 15.220(4)(m)). The existing water service location is not known, however it will be cut and capped in accordance with the requirements of the North Andover Water Department (if not already done). The proposed water service location has been shown on the plan and will be separated from the septic lines, septic tank, and soil absorption system by a minimum of 10 feet. 2. The reserve leach trenches should be graphically depicted on the design plan to confirm compliance with setback requirements. The reserve leach trenches have been shown on the design plan and comply with setback requirements. 3. Indicate the location and elevation of the foundation drain(NA 3.2). The location and elevation of the foundation drain have been shown on the design plan. As noted on the plan, the 4-inch perforated HDPE drain will have an invert of 163.0 at the building and is located approximately 1 foot from the foundation. 4. Indicate the specifications of the inlet and outlet tees for the septic tank on the design plan(3 10 CMR 15.227). The specifications of the inlet and outlet tees for the septic have been shown on the design plan. 62 Montvale Avenue,Suite I Phone: 781-438-6121 www.marchionda.com Stoneham, MA 02180-363 Fax: 781-438-9654 E-mail: mail@marchionda.com 5. 6 inches of stone is required below the septic tank (3 10 CMR 15.221(2) & 15.228(1)). The requirement of having 6 inches of stone below the septic tank has been added to the design plan. Please see Construction Note #19 and the trench profile. 6. Indicate if the septic tank is H-10 or H-20 loading. Theoser d P 0 septic tank has been revised to bean H-20 load rated tank. Although the tank will be P P located in an area not intended or vehicular traffic, we are proposing an H-20 tank as a .f ff � P P g precautionary measure. To increase the distance between the septic tank and the driveway, we have rotated the septic tank 90 degrees and moved it further from the proposed driveway. At its nearest point, the septic tank is over 13 feet away from the driveway. 7. On sheet 2 of 2, the existing grade elevation of trench 1 is indicated as 157.5+/- with a design ESHWT of 154.75. However, the highest existing grade below trench 1 is 158.1+/- and the ESHWT of TP-16 is at 33". The proposed elevations should be revised accordingly to confirm compliance with the separation distance between the bottom of the leach trench and the ESHWT (3 10 CMR 15.212). The existing grade of trench I has been changed from 157.5+/- to 158.1+1-. The ESHWT for trench I has been revised to 155.35 based on 33"below existing grade. The separation between the ESHWT and the bottom of trench I is greater than 4 feet. Similarly,for trench 2 the existing grade was revised from 156.5+1- to 157.1+/--. The ESHWT for trench 2 was stepped down due to the difference in existing elevations at the two trench locations and is at elevation 154.35. The separation between the ESHWT and the bottom of trench 2 is greater than 4 feet Additionally, we have applied your comment#1 (for Lot 2 below) to Lot 1 in the interest of being consistent. In addition to the test pits used in the septic design for Lot 1 (TP-7, TP-8, &TP-16), a test pit designated at TP-12, was performed nearby and the soils were found to be consistent with those used in the design. A percolation test was also performed at this location and a percolation rate of 7 minutes per inch was observed. This is consistent with the design percolation rate of 8 minutes per inch. It should be noted that TP-12 was performed on an exploratory basis, without the Board's consultant being present. Lot 2: 1. Indicate the location of all deep observation test holes and percolation tests that were performed on site. The abandoned test holes and percolation tests should be depicted to confirm the proposed leaching facility is within an area of suitable soil. The location of all deep observation test holes and percolation tests that were performed on site have been shown on the design plan. In addition to the test pits used in the septic design for Lot 2 (TP-13, TP-14, TP-15, & TP-17), three test pits, designated at TP-9, TP-10, & TP-11, were performed near or within the proposed septic system. The soils were found to be consistent with those used in the design. Percolation tests were performed in TP-9 and TP-11 with percolation rates of 18 and I1 minutes per inch, respectively. This is consistent with the design percolation rate of 17 minutes per inch (which uses the effluent loading rate of a 20 minute per inch percolation test). It should be noted that TP-9, TP-10, and TP-11 were performed on an exploratory basis, without the Board's consultant being present. 2. Indicate the location of the existing or proposed water service line (3 10 CMR 15.220(4)(m)). There is no existing water service on Lot 2. The proposed water service location has been shown on the plan and will be separated from the septic lines, septic tank, and soil absorption system by a minimum of 10 feet. 3. The reserve leach trenches should be graphically depicted on the design plan to confirm compliance with setback requirements. It appears the western reserve leach trench would be about 19 feet from the cellar wall (3 10 CMR 15.211). The reserve leach trenches have been shown on the design plan. To ensure the minimum required 20' separation to foundations is met, the proposed foundation was moved 1 foot away from the septic system. 4. Indicate the location and elevation of the foundation drain (NA 3.2). The location and elevation of the foundation drain have been shown on the design plan. As noted on the plan, the 4-inch perforated HDPE drain will have and invert of 163.3 at the building and is located approximately 1 foot from the foundation. 5. Indicate the specifications of the inlet and outlet tees for the septic tank on the design plan (3 10 CMR 15.227). The specifications of the inlet and outlet tees for the septic have been shown on the design plan. 6. 6 inches of stone is required below the septic tank(3 10 CMR 15.221(2) & 15.228(1)). The requirement of having 6 inches of stone below the septic tank has been added to the design plan. Please see Construction Note #21 and the trench profile 7. Indicate if the septic tank is H-10 or H-20 loading. The proposed septic tank is neither H-10 nor H-20 load rated. It is a standard non-traffic load rated tank as the tank will not be in an area where is driven over by vehicles. The septic tank is significantly separated from possible vehicular traffic as it is located on the northern side of the house and the driveway is on the southern side. .8. The distribution box appears to have insufficient cover material as shown on the site plan and profile views. 9 inches of cover material is recommended. The area around this distribution box was re-graded to ensure adequate cover over the distribution box. The proposed cover over the distribution box is 9 inches. We hope our responses adequately address your review comments. Should you have any additional questions please do not hesitate to contact us. Sincerely, Marchionda &Associates, L.P. Craig Marchionda, PE Project Engineer Cc: Kindred Homes Arco Excavators, Inc. M i Marchionda & Associates, L.P. RECEIVED r� ,.JUN 212017 V Engineering and -� -• Planning Consultants TOWN OF NORTH ANDOVER HEALTH DEPARTMENT June 21,2017 Mr. Brian LaGrasse Health Director 120 Main Street North Andover,MA 01845 RE: 1099 Salem Street—Lots_1,&2 Septic System Reviews Dear Brian: We submitted septic system plans for the subject lots in late May. Since submitting the plans we have noticed a drafting oversight on our plans,which may potentially cause confusion during the construction and inspection of the systems. We wanted to bring this to your attention now and we will clarify this when submitting revised plans addressing any comments you may have upon the completion of your review. On each of the two lots there is a dashed line shown 10 feet from the edge of the trenches and it is labeled "prop. septic system This line is not necessary beyond the limits of the impervious barrier. We understand this line may be mistakenly interpreted as the limit of excavation for the systems.' The limit of excavation will be 5' (minimum)beyond the trenches as indicated in construction note#1 on our plans. Where the ,impervious barrier is proposed, the excavation will need to extend greater than 5 feet to facilitate the installation of the barrier. We have attached a sketch identifying the drafting oversight for your reference. The same sketch applies to both lots. We hope this helps address any possible confusion regarding the limit of excavation. Please do not hesitate to call if there are questions or if any additional information is required. Sincerely, Marchionda&Associates, L.P. - - L pn- \ Craig Marchionda ,PE Project Engineer Cc: Kindred Homes �f G5 � Arco Excavators, Inc. 62 Montvale Avenue,Suite I Phor / ' asom Stoneham, MA 02180-363 Fax: E-ma r -� --- ., ��` � T j/-J / ` s �� y� Z � �v� �� / �`x „- /�/�'`G+'- r J 0.f✓ V`. ��/,lam!/�� r Marchionda & Associates, L.P. RECEIVED �a , 114 212017 Engineering and Planning Consultants TOWN OF NORTH ANDOVER HEALTH DEPARTMENT June 21, 2017 Mr.Brian LaGrasse Health Director 120 Main Street North Andover,MA 01845 RE: 1099 Salem Street—Lots 1 &2 Septic System Reviews Dear Brian: We submitted septic system plans for the subject lots in late May. Since submitting the plans we have noticed a drafting oversight on our plans,which may potentially cause confusion during the construction and inspection of the systems. We wanted to bring this to your attention now and we will clarify this when submitting revised plans addressing any comments you may have upon the completion of your review. On each of the two lots there is a dashed line shown 10 feet from the edge of the trenches and it is labeled "prop. septic system This line is not necessary beyond the limits of the impervious barrier. We understand this line may be mistakenly interpreted as the limit of excavation for the systems. The limit of excavation will be 5' (minimum)beyond the trenches as indicated in construction note#1 on our plans. Where the impervious barrier is proposed,the excavation will need to extend greater than 5 feet to facilitate the installation of the barrier. We have attached a sketch identifying the drafting oversight for your reference. The same sketch applies to both lots. We hope this helps address any possible confusion regarding the limit of excavation. Please do not hesitate to call if there are questions or if any additional information is required. Sincerely, Marchionda&Associates, L.P. Craig Marchionda, PE Project Engineer Cc: Kindred Homes Arco Excavators, Inc. 62 Montvale Avenue,Suite I Phone: 781-438-6121 www.marchionda.com Stoneham, MA 02180-363 Fax: 781-438-9654 E-mail: mail@marchionda.com GENFR� A�NO1� . wb.ra ai W.miaKmo..,.. sK m.0 mK uxmmnsmne sna+ ',/y 1. m J1 y' .%' �" r.mxR lelwm w.mawNic awarman rtaeoR.., y,1 a r I I ."";r / LOT --n w� s �u 'I�'.m— Imo. oN - t]e.ie]so.vr.•' : T - . ... _ 4 o ACRCS u' 'r TYPICAL TRENCH DETAIL IleP'/ y n K.m.N,P.m .wlan.x.�l,mt LOCUsnnApw,sr� II Kwax e+mna.,mmaKlm..a,[.n.a n..x Ila.. -' _ E N E E - narc rvn avuavvm exue rb aavmrrm4t RANGES TO L0T2 ounec smnc]+In oKmteare xmw Run mmawxexom mmv am VALVE Ba%TO-FlNI91 cI1ABE 00. 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KA 'W .amC m•m -,K -':ream � ........ ._. ._{----- Am .. I /tL ..� w n+I».: r. u.e I-ux.e °'[sx. a:o m fl_,y_tE' 5� tq,1` ',.4u '._G a.'.':✓�?`=>` nmP rnwE +coxal v ,x (mP NO15,el.m> un.ul. 7;..A II y / ��+ i- _ _ �ti PLANHonlzoNrAL.scALE:/•=zo Marchionda J L u I,t 2D to 0 20 AO 6 Associates,L.P. WNv Ka*hizf Y K.G)•,4a IN�uo.Om 2 --1M1-== 2 1 0 2 t 6 EnpinwMpW vu,v n t Is x ,4m e+LLm uAne, rR Ir-r .m ,.w, ,m ,+K.m4na.m4Le ..___:_...___..----.__.'\ Kalorl.aTe AlKmmTe.to... - -..............-- — ----- I - Kcuolueem VERTICAL SCALE:t'=2' PN,nllg Conauldnh v t i —Ir MR 62 Montvale Avenue nrvv va .. xr ea raoal a+n con r - rr nR,Tov n.-,sen Lwv E a e:n1wg)iwnwe.emrian2g1®Bhrt0 —tTEL: ((7 438nS'" uI / 7 612i1 FAX: 8836-965ol 9 wEmail: Websit\ 1— -4 an rticah.lcoonmd a.com —fes mnmax,mn.mm na..rta 0 I DAM 05/17/17 . xssyoallm""'law�a.v w1°ww iar�awtvK aer+ eymo[crsvw�,rlmamwvryuWa eue-in mlm PROFILE TRENCH#2 l 6 OUTLET CONCRETE DISTRIBUTION BOX , _ oSzi/w� 4 R A ND.:11H] scue r.iv �� I1•M ItA®IIIE r•Y MIecLL .eT 2 OF 2 g� � S�,gTt'ED� . 61 North Andover Health Department Community and Economic Development Division June 20, 2017 Craig Marchionda, P.E. Marchionda&Associates,L.P. 62 Montvale Avenue, Suite 1 Stoneham, MA 02180 Re: 1099 Salem Street—Lot 1 (Map 106A,Lot49) Dear Mr. Marchionda, The proposed wastewater system design plan for the above site dated May 17, 2017 and received on May 30, 2017 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation.that is not met by this design follows each item where applicable. 1. Indicate the location of the existing.or proposed water service line (3 10 CMR 15.220(4)(m))• 2. The reserve leach trenches should be graphically depicted on the design plan to confirm compliance with setback requirements. 3. Indicate the location and elevation of the foundation drain(NA 3.2). 4. Indicate the specifications of the inlet and outlet tees for the septic tank on the design plan(310 CMR 15.227). 5. 6 inches of stone is required below the septic tank(3 10 CMR 15.221(2) & 15.228(1)): 6. Indicate if the septic tank is H-10 or H-20 loading. 7. On sheet 2 of 2,the existing grade elevation of trench 1 is indicated as 157.5+/-with a design ESHWT of 154.75 However,the highest existing grade below trench 1 is 158.1+/-and the ESHWT of TP-16 is at 33". The proposed elevations should be revised accordingly to confirm compliance with the separation distance between the bottom of the leach trench and the ESHWT(3 10 CMR 15.212). Page 1 of 2 North Andover Health Department, Town Hall, 120 Main Street, North Andover,MA 01845 Phone: 978.688.9540 Fax: 978.688. 9542 12/14/2016 Town of North Andover Mail-RE:CommDev-Ricoh NORM .OVER Massach17Lisa Hadge<Ihadge@northandoverma.gov> us��ts _� _ RE: CommDev-Ricoh 1 message Isaac Rowe <irowe@millriverconsulting.com> Wed, Dec 14, 2016 at 1:14 PM To: Lisa Hadge <Ihad ge@northandoverma.gov>, Pam Lally<plally@millriverconsulting.com> Cc: Michele Grant<mgrant@northandoverma.gov>, Brian LaGrasse <blagrasse@northandoverma.gov>, Isaac Rowe <irowe@millriverconsulting.com> Brian/Lisa,- Attached rian/Lisa;Attached are the soil testing results for the (2) new construction lots for the above referenced property.They had a few abandoned pert tests so they will review the results with the owner then probably schedule more soil testing. Let me know if you have any questions. Thanks, Isaac Rowe Project Manager ILL.R-1VER C-ONSU":-'iN 6 Sargent Street Gloucester, MA 01930-2719 Phone:978-282-0014 ext.804 www.millriverconsulting.com From: Lisa Hadge [mailto:Ihadge@northandoverma.gov] Sent: Tuesday, December 06, 2016 5:28 PM To: Isaac Rowe; Pam Lally Cc: Michele Grant; Brian LaGrasse Subject: Fwd: CommDev-Ricoh https://mai I.google.com/mail/ca/u/0/?ui=2&ik=46857787dO&view=pt&search=inbox&th=158fe8a95b92dcaa&siml=158fe8a95b92dcaa 1/2