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Home My WebLink AboutMiscellaneous - 80 BOSTON STREET 4/30/2018r 0 ,m C) C�. V Cu W ti O _m z C:) O m o m o --f OF NORTH qti '�,gSSACHUS�� PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division CERTIFICATE OF. COMPLIANCE As of 9/8/14 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Complete Repair of an On -Site Sewage Disposal System By: Michele Grant At: 80 Boston Street Map 107B Lot 61 North Andover, MA 01845 of tl@s`,cer��te shall qot be construed as a guarantee that the system will function satisfactorily. Michele Grant Public Health, 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com f dORTh , O °�t,�f° Te. A•O ,sSACHUStS PUBLIC HEALTH DEPARTMENT (ommunity Development Division TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM — INSTALLATION CERTIFICATIjON— The undersigned hereby certify that the Sewage Disposal System (x) constructed; ) repaired; By: /Ll cc� �c a'ct t4 (Print Name) TOWN OF F1M1Ti-! Arlp4VrRR HEALTH DE.-PARIMFZNT Located at: 80 Boston Street (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan, originally dated June 12, 2103 and last revised on 7/31/13 with a design flow of 440 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: 6/19/14 David R. Jordan And — Print Name Final Construction Inspection Date: 6/23/14 David R. Jordan And — Print Name Installer: (Signature) Enginer• / ignature) Engineer Representative (Signature) Engineer Representative (Signature) Date: 1 And — Print Name Date: �i i �y David R. Jordan And — Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com North Andover Health Department Community Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 80 Boston St INSTALLER: Matt Manning DESIGNER: David Jordan PLAN DATE: 6/12/13 BOH APPROVAL DATE ON MAP: 107B PLAN: 8/12/13 INSPECTIONSr',i1, TANK INSPECTION: �n DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: /30/14 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS LOT: 61 Comments: SEPTIC TANK NA Contractor reports any changes to design plan ® Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered ® Building sewer in continuous grade, on compacted firm base NA Cleanouts per plan Bottom of tank hole has 6" stone base ® Weep hole plugged ® 1500 gallon tank has been installed H-10 loading ® Monolithic tank construction ® Water tightness of tank has been achieved by visual testing ® Inlet tee installed, centered under access port I'ia •(�., Comm nt UMPCHAMBE Comments: CONTROLPANEL Comments: DISTRIBUTION -BOX Comments: E Outlet tee installed, centered under access port (effluent filter) ® 24" inch cover to finish grade installed over outlet access port ® Neoprene boots around inlet & outlet �* // // /1 /1 /1 FA /1 /1 - - - v- _--� — , 7 - - -- - - (,V►�iiY i Bottom of tank hole has 6" stone base Weep hole plugged 1000 gallon Pump Chamber installed H-10 loading Monolithic tank construction Inlet tee installed, centered under access port Pump(s) installed on stable base Alarm float working Pump On/Off floats working Separate on/off floats Drain hole in pressure line 24" cover at final grade installed over pump access port ® Water tightness of tank has been achieved by Visual testing ® Neoprene boots around inlet & outlet ® Alarm & Pump are on separate circuits ® Alarm sounds when float is tripped ® Location of control panel: basement ® Alarm signal located inside: basement ® Installed on stable stone base ® H-20 D -Box ® Inlet tee (if pumped or >0.08'/f6ot) ® Hydraulic cement around inlet & outlets ® Observed even distribution NA Speed levelers provided (not required) SOIL ABSORPTION SYSTEM (General) ❑ Bottom of SAS excavated down to C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Presby sand installed, if specified on plan NA 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 NA Retaining wall (boulder / concrete / timber/ block) ❑ Final cover as per plan Comments: SOIL ABSORPTION SYSTEM (Presby) ® Brand and Model of Presby: Enviro-Septic ® Number of chambers per row: 5 ® Number of rows (trenches): 8 Comments: Total Units = 40 BM = 194.35 HR = 8.25 HI = 202.60 SYSTEM ELEVATIONS ROD ELEVATION AS -BLT INVERT ELEV DESIGN INVERT ELEV Benchmark Building Sewer OUT 8.12 194.13 193.45 Septic Tank IN 8.66 193.59 192.95 Septic Tank OUT 8.89 193.36 192.70 Pump Chamber IN 8.94 193.31 192.60 Pump Chamber OUT 9.31 193.17 192.35 Distribution Box IN 5.28 197.20 197.23 Distribution Box OUT 5.28 196.97 197.06 Lateral 1 TOP 5.38 Lateral 1 INVERT 196.90 196.88 Lateral 2 TOP 5.38 Lateral 2 INVERT 196.90 196.88 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 Pipe 5.30 197.30 197.30 Bottom of Bed/Chamber 19630 196.30 4 CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback ` Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). s 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 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 ® 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). s 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 Commonwealth of Massachusetts Map -Block -Lot 107.80061 BOARD OF HEALTH ------ - No ------------ Permit N North Andover - BHP -2014-0632 ---------------------- P.I. FEE F.I. $250.00 ----------------------- DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Matthew Manning --------------------------------------------------------------------- to (Construct) an Individual Sewage Disposal System. at No 80 BOSTON STREET as shown on the application for Disposal Works Construction Permit No. 13HP-20147063 Dated May 29,-2014 ------------ 000PY Issued On: May -30-2014 BOARD OF HEALTH NORTH Application for Septic Disposal System 20` tt.e ,'4ry ' Construction Permit —TOWN OF ORTH ANDOVER, MA 01845 SSwCMOs Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return k-ey. Vl Application is hereby made for a permit to: ❑ Construct a new on-site sewage disposal system* Repair or replace an existing on-site sewage disposal system* ❑ Repair or replace an existing system component — What? A. Facility Information 8 d 1;aosi0 () SA � -C -4- Address or Lot # A)oo\A Anaoger City/Town 2.- *TYPE OF SEPTIC SYSTEM*: Pump ❑ Gravity (choose one) ***If pump system, attach copy of electrical permit to applicatio ❑ Conventional System (pipe and stone system) ❑ Infiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certifica J TODAY'S DAT $ 250.00 — Full Repair $125.00 - Component RECEIVED D MAY 3 0 2014 TOWN OF NORTH ANDOVER &MA■—. --- - -- ❑ Pressure Distribution S.A.S. (No D -Box) (Attach Draft Maintenance Agreement) ❑ Pressure Dosed (D -Box Present) S.A.S. 2. Owner Information Name Address (if different from above) City/Town State Telephone Number Zip Code 3. Installer Information /LA a�Int_w Main n - so �XC�✓R��`e/I Name Name of Company in M -M \A Address tia-A o S $� ad City/Town 4. Desianer Information State Zip Code 6053- 231- 196 Telephone Number (Cell Phone # if possible please) Aao" A �k. So'�-d.a n M14�-' Qn5u +,kn 4.s, Name Name of Company �! q :S ti 1�5 �.� SLA:,ke ol`4F- Address Sa1I.M Ct City/Town Sta a Zip Code Telephone Number (Best # to Reach) Application for Disposal System Construction Permit • Page 1 of 2 roRT� Application for Septic Disposal System 3��•��'-�-`��'ry�°TODAY'S DATE °( XConstruction Permit -TOWN OF `NORTH ANDOVER, MA 01845 $ 250.00 - Full Repair $125.00 - Component PAGE 2 OF 2 A. Facility Information continued.... 5. Type of Building: ZResidential 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 Board of Health. � o l L1 NWfre Date Application Approvedrey: (Board of N ealth Representative) Name Date 01 Application Disapproved for the ollowing reasons: For Office Use Only: L Fee Attached? Yes No 2. Project Manager Obligation Form Attached. Yes No 3. Pump S stem? If so, Attach copy of Electrical Permit Yes No 4. Foundation As -Built? (new construction ronly): Yes No (Same scale as approved plan) 5. FloorPlans?(new construction only): Yes No Application for Disposal System Construction Permit • Page 2 of 2 Ur. . . . . . . . . . . . . . . . . c..................................... 7 i • zit �� •� sh'� _ i irr rlirl ,� � � J r y MM Y } z!✓ 6„- � x J,f /r 3' { .a ,.< cz /{� •� t ------------ rF ..; ...... a ! , xn "b 7 i rW �• �� . � f 't r 5 F 7777777 44.r AN f C1y44Ly 5 • y� r � ,r9 : �h r is .M f 4JF 1 Y s/4� tT YT: �� rr S 4'rxbr F�'r V I r �t 1 II )' • r•Ir. " > 0 • r <�J - ` ii. s Arra; Is ��53. ol l is xrL_ 1.4i "1 S s r L � � ri�lf �V&r � { t �{yJy : r Jr r.._. .t -z� + �'., �J O • • l Y r7 {V Yce pl O � SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: d �; osA O v9 .S4 (Address of septic system) Relative to the application of /0Ql,- 11� -kNA e(„/ /kAGt (1 ti:7n�_ (Installer's name) Dated 5/-50/14 o ay s ate For plans by Q0.v" d �\ ;:� O S� Cl (Engineer) And dated 6 Z 1 aL ( 3 rigina ate With revisions dated 7 /3 1 1 1 3 (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 plansrp for to performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer, I must call for any and all inspections. If homeowner, contractor, project manager, or any other person not associated with my company schedules an inspection and the system is not ready, then item three shall be applicable. 3. As the installer, I am required to have the necessary work completed prior to the applicable inspections as indicated below. I understand that requesting an inspection, without completion of the items in accordance with Title 5 and the Board of Health Regulations may result in a $50.00 fine being levied against me and/or my company. a. Bottom of Bed — Generally, this is the first (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&townofnorthandover.com) from the engineer must be submitted to the Board of Health, after which installer calls for an inspection time. Installer must be present for this inspection. With a pump system, all electrical work must be ready and able to cause pump to work and alarm to function. c. Final Grade — Installer must request inspection when all grading is complete. Installer does not have to be on-site. 4. As the installer, I understand that only I may perform the work (other than simple excavation) and I am required to complete the installation of the system identified in the attached application for installation. I further understand that work done by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the system and/or revocation or suspension of my license to operate in the Town of North Andover, significant fines to all persons involved are also possible. 5. As the installer, I understand that I must be on-site during the performance of the following construction steps: a. Determination that the proper elevation of the excavation has been reached. b. Inspection of the sand and stone to be used. c. Final inspection by Board 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 1 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) Ile, lop, L -N,-2[✓ /40.nncn me — rt(Name — Signe D V North Andover Health Department Community Development Division August 6, 2013 Edward and Joanna McAloon 80 Boston Street North Andover, MA 01845 Xld- VU 3 1 M g 1 1412� Re: Subsurface Sewage Disposal System Plan for 80 Boston Street, Map 107B, Lot 61 Dear Mr. and Mrs. McAloon: The proposed wastewater system design plan for the above site dated June 12, 2013 with a final revision dated July 24, 2013, received on August 5, 2013 has been approved. The design has been approved for use in the construction of a new upgraded onsite septic system, designed for a 4 -bedroom (maximum 9- room) home. This upgrade was proposed due to an increase in flow due to a proposed addition to the 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. 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)). 2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. North Andover Health Department, 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone: 978.688.9540 Page 1 of 2 Fax: 978.688.8476 e 80 Boston Street August 6, 2013 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 usan Y. Sawyer, /RS Public Health Director Encl. N Andover Installer's list cc: David Jordan, MHF File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 44 Stiles Road - Suite One Salem, NH 03079 TEL (603) 893-0720 FAX (603) 893-0733 MHF Design Consultants, Inc. ENGINEERS • PLANNERS • SURVEYORS LETTER OF TRANSMITTAL ❑ Early AM ❑ Next Day ❑ Next Day Air ❑ Ground ® USPS Mail ❑ To Be Picked Up ❑ Hand Carry TO: North Andover Health Department 1600 Osgood Street, Suite 2035 North Andover, MA 01845 ❑ Residential WE ARE SENDING YOU: ® Attached THE FOLLOWING ITEMS ❑ Shop Drawings ® Plans ❑ Stamped Drawings ❑ Addendum # DATE 8/1/13 JOB NO 330113 ATTENTION: Susan Sawyer RE: Proposed Sewage Disposal System Ted & Joanna McAloon 8o Boston Street ❑ ❑ Under separate cover via ❑ Change Order ❑ Specifications ❑ Report ❑ Product Cuts ❑ Copy of Letter ® Other COPIES DATE NO. DESCRIPTION Sewage Disposal System Plan These are transmitted as checked below: ® For approval ❑ Reviewed as submitted ❑ For your use ❑ Reviewed as noted ❑ As requested ❑ See attached review form ❑ For review and comment ❑ Returned for corrections ❑ Forbids due ❑ Prints returned after loan to us REMARKS Copy to: File ❑ Resubmit _ copies for review ❑ Submit _ copies for distribution ❑ Return _ corrected prints AUG 05 203 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT Signed: TM lane M. Pantermoller If enclosures are not as noted, kindly notify us at once. F:\Projects\Eng\330113\Health Dept Transmittal 8-1-13.doc Sawyer, Susan From: Sawyer, Susan Sent: Tuesday, July 30, 2013 11:12 AM To: Isaac Rowe <irowe@millriverconsulting.com> (irowe@millriverconsulting.com) Subject: FW: 80 Boston Hi I received a revision for 80 Boston. Just wanted to show you my response. ? I am reading the approval for new construction; which is what this is. Do we require this on the deed? If so, is there a standard form? Or do we ask the DEP letter be attached? Thx Susan From: Sawyer, Susan Sent: Tuesday, July 30, 2013 11:07 AM To: 'David R Jordan' Cc: Blackburn, Lisa(LBlackburn(cbtownofnorthandover.com) Subject: 80 Boston Good Morning David, A review of the revised plan for 80 Boston Street has resulted with the following outstanding issues. Please see past review for reference. #5 Your letter is correct that you specify a four -inch diameter line from the D -box to the SAS, however the review indicated that the line from the pump chamber to the D -Box should be a min. 2 inch force main. It is noted on the plan as being a 1 %2 inch line. This correction will influence the calculation of the runback to the chamber; which is noted in item #8. Please note location If the toe of the slope is < 5 feet from the property line; please follow the guideline or pull it back further than 5 feet. 15.255(2) "The toe of the slope shall be a minimum of five feet from any property line, or a swale or other drainage system directing runoff away from the adjacent property shall be installed. Adjustments to the above horizontal separation may be allowed if a suitable impervious barrier is installed to prevent potential sewage breakout. The impervious barrier shall meet the following requirements": - Also, On the quick review,.) was not able to locate the inspection port as required on page 38 of the DEP approval for the Presby system. Please advise on location. Please revise and resubmit plans; with a second review fee of $50, or a letter indicating why these changes are not needed. The signed certification from the owner is still pending. Thank you, Susan Sawyer Public Health Director Town of North Andover 1600 Osgood Street Suite 2035 North Andover, MA 01845 ® — ® 44 Stiles Road - Suite One Salem, NH 03079 TEL (603) 893-0720 LETTER OF TRANSMITTAL FAX (603) 893-0733 NINF Design Consultants, Inc. ENGINEERS • PLANNERS • SURVEYORS ❑ Early AM ❑ Next Day ❑ Next Day Air ❑ Ground ® USPS Mail ❑ To Be Picked Up ❑ Hand Carry TO: Town of North Andover Health Department 1600 Osgood Street, Bldg 20 Unit 2035 North Andover, MA 01845 ❑ Residential WE ARE SENDING YOU: ® Attached THE FOLLOWING ITEMS RE: Edward McAloon ❑ Shop Drawings ❑ Plans ❑ Stamped Drawings ❑ Addendum # DATE 7/30/13 1 JOB NO 330113 ATTENTION: Susan Sawyer RE: Edward McAloon 80 Boston Street North Andover, MA ❑ ❑ Under separate cover via ❑ Change Order ❑ Specifications ❑ Report ❑ Product Cuts ❑ Copy of Letter ❑ Other COPIES DATE NO. DESCRIPTION 1 1 1 1 Affidavit from owner These are transmitted as checked below: ❑ For approval ❑ Reviewed as submitted ❑ For your use ❑ Reviewed as noted ❑ As requested ❑ See attached review form ❑ For review and comment ❑ Returned for corrections ❑ Forbids due ❑ Prints returned after loan to us REMARKS ❑ Resubmit _ copies for review ❑ Submit _ copies for distribution ❑ Return _ corrected prints A0, 0 5 2013 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT Copy to: Signed: /Ov Diane M. Pantermoller If enclosures are not as noted, kindly notify us at once. Document2 .a . b Pursuant to the "Standard Conditions for Alternative Soil Absorption Systems with General Use Certification", I, Ted McAloon, owner of the property at 80 Boston Street, North Andover, MA upon which an Alternative Chamber technology soil absorption system has been designed, hereby certify that: 1. 1 have been provided a copy of the Title 51/A technology Approval, a copy of the Enviro- Septic Wastewater Treatment System Operating Maintenance requirements and a copy of the Enviro-Septic Owner's Manual. 2. 1 am aware that the design does not provide for the use of garbage grinders at that this restriction is understood and accepted. 3. 1 understand the requirement to repair, replace, modify or take any other action as required by the North Andover Board of Health (BOH) or the MA Department of Environmental Protection (DEP) if the BOH or the DEP determines the soil absorption system to be failing to protect the public health and safety and the environment, as defined in 310 CMR 15.303. 44 Stiles Road - Suite One ® Salem, NH 03079 -_ TEL (603) 893-0720 LETTER OF TRANSMITTAL FAX (603) 893-0733 MHF Design Consultants, Inc. ENGINEERS • PLANNERS • SURVEYORS ❑ Early AM ❑ Next Day ❑ Next Day Air ❑ Ground E USPS Mail ❑ To Be Picked Up ❑ Hand Carry TO: North Andover Health) 1600 Osgood Street, 11 North Andover, MA 01 ❑ Residential WE ARE SENDING YOU: THE FOLLOWING ITEMS ❑ Shop Drawings ❑ Stamped Drawings LVED lite 2035 45 3UL 29 2013 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT E Attached E Plans ❑ Addendum # DATE 7/26/13 1 JOB NO 330113 ATTENTION: Susan Sawyer RE: Proposed Sewage Disposal System Ted & Joanna McAloon 8o Boston Street ❑ ❑ Under separate cover via ❑ Change Order ❑ Product Cuts ❑ Specifications ❑ Report ❑ Copy of Letter E Other COPIES DATE NO. DESCRIPTION 3 Rev. Sewage Disposal System Plan 7/24/13 1 7/24/13 Letter - Written Response to Review Comments 1 7/24/13 Buovancv Calculations These are transmitted as checked below: E For approval ❑ Reviewed as submitted ❑ For your use ❑ Reviewed as noted ❑ As requested ❑ See attached review form ❑ For review and comment ❑ Returned for corrections ❑ Forbids due ❑ Prints returned after loan to us REMARKS Copy to: File ❑ Resubmit _ copies for review ❑ Submit _ copies for distribution ❑ Return corrected prints Signed: / David FC Jordan, PE, ILS If enclosures are not as noted, kindly notify us at once. FAProjects\Eng\330113\Health Dept Transmittal 7-26-13.doc Project Name: 1,4e-h boQ MHF Project # S3011s Project Location;_ SC Tx—ru Zx.,- 55 . , 4.6--+ . MVA Prepared For: r. M.�� Prepared By: '!;� ?-T Date: 11241« Scale: i aO,uE Sheet of °x fk F I �n,CoRutt nts, Inc. TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 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: healthdeptaa,townofnorthandover.com WEBSITE: http://www.townoflorthandover.com SEPTIC PLAN SUBMITTAL FORM Date of Submission: June 26, 2013 Site Location: 80 Boston Street Engineer: David Jordan New Plans? Yes X $225/Plan Check # 410 (includes 1" submission and one re- review only) Revised Plans?Yes $75/Plan Check # Site Evaluation Forms Included? Local Upgrade Form Included? Telephone #: 603-893-0720 E-mail: drj@mhfdesign.com Yes X No Site Evaluation are located on detail sheet. Yes No Fax #: 603-893-0733 Homeowner Name: Edward & Joanna McAloon, 80 Boston Street, North Andover, MA 01845 OFFICE USE ONLY When the submission is complete (including check): ➢ Date stamp plans and letter ➢ Complete and attach Receipt ➢ Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database JUL 0 12013 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT No. 330113 FORM 11- SOIL EVALUATOR FORM Date: 6/26/2013 Commonwealth of Massachusetts North Andover, Massachusetts Soil Suitability Assessment Form Performed By: ...._Diane _Pantermoller,.._Soil_Evaluator............................___.................._._.__ Date; ................................._.................. .._...._.... _........... Witnessed By: Issac Rowe, Millriver Consulting for North Andover Board of Health or 80 Boston Street Edward & Joanna Mcaloon North Andover, MA 80 Boston Street North Andover, MA New construction LN Kepair " Office Review Published Soil Survey Available: No ❑ Yes Year Published... 2008.._ ...._.._____..__..._Publication Scale 1:15,840__ ........... _____..._._.___Sol__Map Unit Canton._..__ ...... ............... ..._.__............._...... Drainage Class, .__......... .._._.... _................................... ............................._ Soil Limitations,--... Surficial Geologic Report Available: No ® Yes ❑ Year Published Geologic Material (Map Unit Landform Flood Insurance Rate Map: Publication Scale Above 500 year flood boundary No ❑ Yes Within 500 year flood boundary No M Yes ❑ Within 100 year flood boundary No ® Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) _ ......... _...... ___.................... Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS): Month ._Jani Range: Above Normal ❑ Normal ❑ Below Normal ❑ Other References Reviewed: DEP APPROVED FORM -12107195 FORM 11- SOIL EVALUATOR FORM Location Address or Lot No. 80 Boston Street North Andover MA On-site Review Position on landscape (sketch on back) _. Distances from: Open Water Body ._._>100 ...................................... feet Possible Wet Area >100 feet Drinking Water Well __._>10 ... _.................... feet Drainage way. *>5 * 50 ....... __ feet Property Line _..>l0_____,__.,.____. feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other Surface (Inches) (USDA) (Munsell) (Structure, Stones, Boulders, Consistency, % Gravel) 0-12" A Loamy Sand 10yr 3/2 12-28" B Loamy Sand 10yr 5/6 28-120" Cd Loamy Sand 2.5y 6/4 @ 44" Faint Stones, Cobbles, and Boulders IVI 11`111VIUIV1 lJr e- rIVLCJ r%L7VUI RCL/ MI r-VCRI rr[Vr VJCU UI Or VOML MMMM ParentMaterial (geologic): Till........ ..._....._..__........_......_ ... ............. .._........................... ............ Depth to Bedrock: >120"..........._................... --- ....... _........................... ..__......... ......._..._.............. ._.._.................... Depth to Groundwater: 44". ..................... Standing Water in Hole: None___.......__ ............... __ Weeping from pit face: _None._..__._ __ _................ Estimated Seasonal High Groundwater: 44" - _..... ...................... ................... ....._............_._ DEP APPROVED FORM -12/07/95 FORM 11- SOIL EVALUATOR FORM Location Address or Lot No. 80 Boston Street, North Andover, MA On-site Review DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other Surface (Inches) (USDA) (Munsell) (Structure, Stones, Boulders, Consistency, %Gravel) 0-14" A Loamy Sand 10yr 3/2 14-36" B Loamy Sand 10yr 5/6 36-120" Cd Loamy Sand 2.5y 6/4 @42" Distinct Stones, Cobbles, Boulders -IINuVIVIVI WI G I IW-IA"WUI IAGU MI GVGr%I rRVf VJCU U I Jr"%JQML r1RCM Parent Material (geologic): _Till................_......................._.......__.._.......... _..... ........ ...... ....... ........._. Depth to Bedrock: >120"............................. Depth to Groundwater: 421. ... _.................. Standing Water in Hole: N ....... ...... Estimated Seasonal High Groundwater: 42" DEP APPROVED FORM - 12/07/95 FORM 11- SOIL EVALUATOR FORM Location Address or Lot No. 80 Boston Street, North Andover, MA On-site Review Position on landscape (sketch on back) Distances from: Open Water Body _.._>100.._._._...__.__......_ feet Possible Wet Area >100 feet Drinking Water Well .._.>100_____.,__..____.. feet Drainage way..... >50 .......................... feet Property Line >J.0 .__...__________ feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other Surface (Inches) (USDA) (Munsell) (Structure, Stones, Boulders, Consistency, % Gravel) 0-11.11 A Loamy Sand 10yr 3/2 11-26" B Loamy Sand 10yr 5/6 26-84" Cd Loamy Sand 2.5y 6/4 @42" Stones, Cobbles, Boulders IVIII`IIIVIUIvi Vr" L -L.F-o r%r-WUIr[CU P%I CVCr%T rf[VrVJCU LJIJrVJP%L MRCM Parent Material (geologic): 111 ................. .._... _... ......... Depth to Bedrock:__>84"................... ......._................................. Depth to Groundwater: 42-'.'.-.... Standing Water in Hole: None..._._. ____............. Weeping from pit face: ._None.._ ............ _...._..._.._ Estimated Seasonal High Groundwater: 4211 ........................ .......... ______ Note: A very large boulder was present at the bottom of the hole and could not be removed. DEP APPROVED FORM -12/07/95 FORM 11- SOIL EVALUATOR FORM Location Address or Lot No. 80 Boston Street, North Andover, NIA On-site Review Distances from: Open Water Body >J 09- .............. . ........... feet Possible Wet Area >100 ... . ..................... feet Drinking Water Well >111.109.- ........ . . feet Tirne.:- ..... ..... ...... Weather. 7.0 S» .......... SurfaceStones._.._Multiple._....... . .............. . ..... . .... . . ..... . ......... . ....... . ............. . ...................................... Drainage way - >.5.0 ........ . .......... feet Property Line _.,.>10 ........... —..- feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other Surface (Inches) (USDA) (Munsell) (Structure, Stones, Boulders, Consistency, % Gravel) 0-15" A Loamy Sand 10yr 3/2 15-27" B Loamy Sand 10yr 5/6 27-130" Cd Loamy Sand 2.5y 6/4 @43" Faint Stones, Cobbles, Boulders mimmuivi ur Z nULCO MCUUMCU M I r-Vr-MT rMUrU0r-LJ UlOrUOML MMMM Parent Material (geologic): Depth to Bedrock: ..>11.0 ... . ...... . ....................... -- ............... . ..... ............... ... . .... . ............... - . ......... . ...... ........... Depth to Groundwater: 43.'-. Standing Water in Hole: None Weeping from pit face: None None__._._____._______...,. ......... ..... ......... ............ ........... ...... . .... . ............................. . EstimatedSeasonal High Groundwater: 43"...__._______________________ .. . ......... - ................ - ............. ........... . ................... . ...... . ....................................................... .... DEP APPROVED FORM -12107/95 FORM 12 - PERCOLATION TEST Location Address or Lot No. 80 Boston Street Commonwealth of Massachusetts North Andover, Massachusetts Percolation Test* Date: 6/6/13 Observation Hole # A B Depth of Perc 54" 58" Start Pre-soak 10:00 12:36 End Pre-soak 10:15 12:51 Time at 12" 10:16 12:51 Time at 9" 10:48 1:25 Time at 6" 11:45 2:30 Time (9"-6") 57 minutes 65 minutes Rate Min. / Inch 20 mpi 22 mpi * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed ® Site Failed ❑ Performed By: DianePantermoller, _Soil_Evaluator.. .. .................. _..... ............. _......... ..... _... _ Witnessed By: __.._._Issac Rowe. _Millriver_Consultants,__Inc. for_North_Andover Board._of_Health Comments: DEP APPROVED FORM -12107/95 FORM 11- SOIL EVALUATOR FORM Location Address or Lot No. 80 Boston Street, North Andover, MA Determination for Seasonal Hiah Water Table Method Used: ❑ Depth observed standing in observation hole ............ I ........... I .... - ..... ___inches ❑ Depth weeping from side of observation hole ..... _.......... _..._.... .... .... inches ® Depth to soil mottles.._.._42...._inches ❑ Groundwater adjustment.._.........__ ..................... feet Index Well Number.... .... ..... ..... -.-....Reading Date ....._...._...--..---.....-_-........._ .......... Index well level Adjustment factor .-...- ........... ....._.......... _........ Adjusted groundwater level ......_ ......... _...._..._...._._.................... Depth of Naturally Occurring_ Pervious Material 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...__.____..____. If not, what is the depth of naturally occurring pervious material? Certification I certify that on September 1998, (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15-W 7. Signature I/ V Date 6/26/13 D' e M. Pantermoller (SE # 1835) DEP APPROVED FORM - 17/07/95 >® MHF Project No. 330113 Sheet Project Description New Septic System - 80 Boston Street, North Andover Task MHF Design Consultants, Inc. Calculated By DMP Date 06/12/13 Checked By Date ENGINEERS PLANNERS SURVEYORS Sewage Pump Calculations 1. Length of Force Main (add 5 for interior pipe): 17 ft. 2. Minimum Water Elevation (Pump Off Elevation) 188.80 ft 3. Discharge Elevation (D -box Inlet)197.23 ft 4. Calculation Static Head 197.23 - 188.80 = 8.43 ft. 5. Diameter of Forcemain 1.25 �� in. 6. Determine Minor Losses of Discharge Pipe Pipe Dia. = 1.25 in FITTING QUANTITY H HfdTz- EQUIVALENT LENGTH TOTAL EQ. LENGTH 90d Elbow (standard) 0 2 IX 0.00 8.43 3.5 = 6.9 90d Elbow (long) 30 8.43 X 1.8 = 0 Check Valve (Full Open) 50 1 X 12 = 12 Gate Valve (Full Open) 70 1 X 0.9 = 0.9 45d Elbow _ 90 8.43 X 1.8 = 0 Wye (Same as 45d Elbow) 125 8.43 X 1.8 = 0 Tee Flow - Run _150 175 8.43 X 2.3 = 0 Tee Flow - Branch 250 8.43 X 6.9 = 0 Union @ Pump 350 1 J X 1 = 1 #VALUE! #VALUE! 20 Feet 7. Total System Length = 38 Plot System Curve From Chart: Q= 42 - ; GPM TDH= 14.5 FEET Flow Hstat H HfdTz- M) ft. ft. 0 8.43 0.00 8.43 20 8.43 1.40 9.83 30 8.43 2.96 11.39 40 8.43 5.05 13.48 50 8.43 7.63 16.06 60 8.43 10.69 19.12 70 8.43 #VALUE! #VALUE! 80 8.43 #VALUE! #VALUE! _ 90 8.43 #VALUE! #VALUE! 100 8.43 #VALUE! #VALUE! 125 8.43 #VALUE! #VALUE! 8.43 #VALUE! #VALUE! _150 175 8.43 #VALUE! #VALUE! 200 8.43 #VALUE! #VALUE! 250 8.43 #VALUE! #VALUE! 300 8.43 #VALUE! #VALUE! 350 8.43 #VALUE! #VALUE! 400 8.43 #VALUE! #VALUE! '+F MHF Project No. rr ® a Project Description Task MHF Design Consultants, Inc. Calculated By Checked By 330113 Sheet New Septic System - 80 Boston Street, North Andover DMP Date 06/12/13 Date ENGINEERS PLANNERS SURVEYORS 8. Check Velocity (from Table) V=1 9 1ft/sec >2 ft/sec OK <1Oft/sec 9. Check Pump Run Time (min. 3 doses) Number of Doses �' 4 Number of Gallons per day 440 I Gallons per dose 110.00 Run Time (Gallon per dose/GPM) 2.62 >2 min <10 min 10. Calculate Drawdown Pump Chamber Size 1 70-0-0-7 gallons Interior Width 4.2 Feet Interior Length 8.8 Feet Tank floor thickness 5 Inches Drop from inlet to outlet 0.25 Calculate Gallons per inch of Depth Volume (Length x width x 0.083') 3.07 CF Volume in inches (CF x 7.48 gal/cf) 22.95 Gal/inch Depth (Gal per dose/gal per inch) 4.79 inches 0.40 Feet Chamber Inlet F 192.60 Maximum Liquid Level 192.35 Depth From Inlet to Bottom of Pump Chamber 4.67 Feet Elevation of Bottom of Pump Chamber 187.93 Elevation of Interior Bottom 188.30 Pump Off Elevation (6" above tank floor) 188.80 Pump On Elevation 189.20 Alarm Elevation (6" above pump on) 189.70 Chamber Outlet Elevation 192.35 Storage (need 24 hour storage above Alarm) 730 gallons > 440 gallons OK K'a Series EHV BARNE9 Performance Curve www.cranep - - -• • • Submersible Effluent Pumps Testing is performed with water, specific gravity 1.0 @ 68° F @ (200C), other fluids may vary performance CRANE PUMPS & SYSTEMS PAGEION 9A ® DATE 6104 A Crane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 Permit NO: Date Issued:�� TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received —11?)' lr� IMPORTANT: Applicant must complete all items on this page P, pint n PROPERTY OWNEF2_S'.c � c;,rt-� ��ny�y �, A(o�y� -Orint 100 Year,Old'Stru.cture yes,fn MAP NO: PARCEL: SS "^-T' Historic District yes z t Machine Shop Village yes TYPE OF IMPROVEMENT ❑ NBuilding PAddition L'A teration ❑ Repair, replacement ❑ Demolition peptic-Vve' ll, ` g Water/Sewer . D► OWNER: Name: CONTRACTOR' Name C-4 P •- / �% >� J �>1;��z - s� ? J iistrict' R Type or Print Clearly) Phone: Phon,. I %cant'' 612 2 30c =-to, K� 0� t� Address:/71 1/i'%C21 09 Supervisor's Construction License: oS� p: Date12-Z.6 761V Home Improvement,License- Exp_, Gate: A147— V ARCH ITEC / NGINEER _ Ainr-mv► (il" Phone: � 1 Address:_ g1 -16V24 Reg. No. � 32.3 q ` 1 FEE SCHEDULE: BULDING PERMIT. $92.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. ` �P Total Project Cost: $_ _ _ //2 FEE: � � ��j• Check No.: ` L • _Receipt No.: %J 2, NOTE: Persons contracting with ung ster ntractors do not have access to the aty fund Signature of Agent/Owner _ Signature of contractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received -71-2�4 Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION tUC-2'Strin ;�Y,.. /Wc,.r)��- 1 Print• PROPERTY OWNER �jt�y-r-1 !J- \,.._c',�yy M�,ocy� Print 100 Year, Old 'Structure, , yes, CnMAP NO: �PARGEL•: ZONING DISTRICT: Historic District YesMachine Shop Village yes_ TYPE OF IMPROVEMENT PROPOSED USE Residen' I Non- Residential ❑ NwBuilding ne family P ddition ❑ Two or more family ❑ Industrial iteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Septic ❑Well ❑Floodplain' ❑ Wetlands ❑ Watershed District, 0 Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Type or Print Clearly) OWNER: Name: _F,�,vcyml 4 Jc Address: An Tii-) __4�n N CONTRACTOR' Name Addres Supervisor's Construction License: ?3 Exp. Date-, /0-7_6_170/v Home Improvement,License . _ Exp,., Date: ARCH ITECM / NGINEER Address:-- �� -�' �� Reg. No. � 32-3 q f FEE SCHEDULE: BULDING PERMIT. $92.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. /2 Total Project Cost: $_ _ -._� _/ � r FEE: Check No.: _ � • Receipt No.: .7J2, NOTE: Persons contracting with u gs er ntractors do not have access to the uty fund Signature of Agent/Owner Signature of contractor , Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Skmped Plans ❑ A Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF .SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ .. Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION COMMENTS HEALTH COMMENTS Reviewed o Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes (Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature &Date Driveway Permit DPW Tow;-', Engineer: Signature: Located 384 FIRE`DEPARTIt ENT Temp Dumpster on site yes no Located at'124 Mair,; Street Fire Department. signature/date COMMENTS ood Street ka Dimension Number of Stories: Total square feet of floor area, based on Exterior Total land area, sq. ft.: dimensions. ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector yes No DANGER ZONE LITERATURE: yes No MGL Chapter 166 Section 21A -F and G min.$1o0-$1000 fine NOTES and DATA — (For department usel Doc -Building Permit Revised 2010 f C Ay&.. ►2� � �s X11 D vy\� r vN� o 0 ® Notified for pickup - Date i Doc -Building Permit Revised 2010 TOWN OF NORTH ANDOVER C - 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 Public Health Director 978.688.8476 - FAX healthdeptnatownofnorthandover. com www.townofiiorthandover.com APPLICATION FOR SOIL TESTS DATE: May 15, 2013 MAP & PARCEL: 107.13-61 LOCATION OF SOIL TESTS: 80 BOSTON STREET OWNER: Edward M. & Joanna R. MCAIOon Contact #: APPLICANT: same Contact #: ADDRESS: 80 Boston Street, North Andover, MA ENGINEER: MHF Design Consultants, Inc. Contact#: 603-893-0720 CERTIFIED SOIL EVALUATOR: Diane Pantermoller Intended Use of Land: Residential Subdivision ingle Family Home Commercial Is This: Repair Testing: Undeveloped Lot Testing: Upgrade for Addition: X 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 Il "Plot plan & Location of Testing (please indicate test nit sites on the elan ➢ Fee of $425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of3$ 60.00 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. 3 Signature of Conservation Agent: Date back to Health Department: (stamp in): 00 r r O O N N O O L) ooC�mC> cc N O) m U C) L)" U U) O) w LO 5 C O.m; = a N w WE o w a E2WU c O M N i- IL L}L hi O T � W ~ o U L: W aU�� F- �°�F-di Blackburn, Lisa From: Isaac Rowe <irowe@millriverconsulting.com> Sent: Tuesday, June 24, 2014 4:43 PM To: Sawyer, Susan; Blackburn, Lisa Cc: 'Isaac Rowe' Subject: RE: 80 Boston This is scheduled for Thurs 6/26. Thanks, Isaac M. Rowe, R.S. Project Manager Mill River Consulting 6 Sargent Street Gloucester, MA 01930-2719 Phone: 978-282-0014 ext.804 Fax: 978-282-1318 irowe(@millriverconsultina.com www.miIIriverconsulting.com From: Sawyer, Susan [ma iIto: ssawyerCa)townofnorthandover.com] Sent: Tuesday, June 24, 2014 10:22 AM To: Blackburn, Lisa; Isaac Rowe <irowe@millriverconsulting.com> (irowe@millriverconsulting.com); Pam Lally (plally(&millriverconsulting.com); Dan Ottenheimer (dano(&miliriverconsulting.com) Subject: 80 Boston The designer for MHF called. 80 Boston Street is ready for inspection. Matt Manning is the installer 603 231-8596 Please call him to set up a time. Please note that the field was designed at 4.1 feet above the water table; however the designer said that Matt built it at 4 feet. I can't tell you why he did this, but since Matt was short yesterday as well, we need to let him know he needs to watch better. Since it is still 4 feet above the water table I feel this is acceptable, but I wanted you to know ahead of time. Susan Susan Sawyer Public Health Director Town of North Andover 1600 Osgood Street Suite 2035 North Andover, MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mailto:ssawver@townofnorthandover.com Web www.TownofNorthAndover.com 1 Blackburn, Lisa From: Isaac Rowe <irowe@millriverconsulting.com> Sent: Thursday, June 06, 2013 4:09 PM To: 'Susan Sawyer (ssawyer@townofnorthandover.com)'; Blackburn, Lisa Cc: 'Pam Lally'; 'Isaac Rowe' Subject: 80 Boston St Attachments: 80 Boston Street - Soil testing results 6-6-13.PDF Susan/Lisa, Attached are the soil testing results for the above referenced property. Let me know if you have any questions. Thanks, Isaac M. Rowe, R.S. Project Manager Mill River Consulting 6 Sargent Street -------- T J E��2 / I t 7 YN VII . 1 4- r 0 ol Q j< C, v j O V -C ♦..� E CCU CL co ' z =CD �} i 1 ! p c' O cu c _ —r--- --- �� p 01 U OM -� (0 C a Z N _� 1 O cin p a c� LL H to CIO o S' cn o t U V Z w t- O '. p z •} o Lu i C7 c s p —1 < w cu F � A o� t1 Walter Hoyt -1 9-c Boston St. APPLICATION FOR SEWAGE DISPOSAL IffiTALIATION HEALTH DEPARTMENT - NORTH ANDOVER, MASS. I hereby make application for a permit for a sewage disposal installation at Boston St. . I will install this system in ac- cordance with all the laws of the Commonwealth of Massachusetts and regulations of the Board of Health of the Town of North Andover. Further, I will construct the house sewer of bell and spigot pipe, the minimum diameter being 4 inches, and will maintain a minimum grade of 1% until 10 feet pre- ceding the septic tank, where the grade shall not exceed 2%. I will install a con- crete septic tank of _ 750 gal, in size. A manhole (s) permitting easy cleaning will be provided with removable cover (s) of iron or concrete within 12 inches of the ground surface. I will provide subsurface disposal field with 4 inch perforated or open jointed pipe and laid in a series of trenches, the bottom of which will pro- vide a minimum of 180 lineal () feet of effective absorption area. The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging in size from 3/4 to 1-1/2 inches (dia.) and the pipes will be surrounded by similar material to a height of 2 inches above the crown of the pipe. The joints of these pipes will be protected from clogging and before filling the trench, 2 inches of gravel or stone 1/8" to 1/4" (dia.) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single tile line will exceed 100 feet in length and in any case, two lines of tile will be installed. A minimum of 6 feet will be maintained between the center lines of the disposal field trenches and the average depth of trench shall not exceed 36 inches. No part of the installation will be less than 100 feet from any private water supply, 25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line. I further agree not to cover any portion of this installation until approved by the inspection officer, as provided below, and to incorporate any additional requirements that may be attached to the permit. Plot Plans must be submitted with application. DA TE 61 G Signature of App ant I hereby issue the above permit for the Board of Health of the Town of North Andover, Massachusetts. DATE MAY 16 19 61 I have inspected the uncovered system as described. DATE_ Percolation Test _6 mih, Soil -Clay Garbage Grinder 1:24 ignature of Health Agent indicated above and find everything done Signature of petting Officer f may May 13, 1961 Miss Mary Sheridan R. N. Health Agent Board of Health North Andover, Mass. Dear Miss Sheridan: 4 - T-"'� An examination was made as requested in order to determine the suitability of the soil for the subsurface disposal of sewage on the proposed Boston Street building site of Walter P. Hoyt. The land in general is high. The subsoil in the area was of sandy clay content and a 6 -minute percolation test was conducted. It is recommended that a 750 gallon concrete septic tank be in- stalled together with 180 lineal feet of drain pipe. Very truly yours, William J. coil WJD:hd / c7 r I ! BOARD OF HEALTH �tM^ ,�%�a; TOWN OF NORTH ANDOVERj, J. V 36 �f 1. NAME .141P �LT L q . '. Ji o .y. 7. DATE 2. ADDRESS P.6 .r. .� . . LOT NO. TEL. l: .3.a v 17 e3 UILDiIV 1-07- sT0ty ca -I 3. NO. OF BEDROOMS DEN YES . o N%l- . 4. GARBAGE GRINDER YES NOtl- . . 5. SHOW DITbvENSIONS OF HOUSE 6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES 7. SHOW DII:ZNSIOAt5 OF LOT 8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL 9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM 10. SHOW LOCATION OF BROOKSp STREANS9 DITCHES, IEDGE OUTCROPO ETC. 11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE NOTE: LOCAL REGULAT IOD S SHOULD BE READ CAREFULLY. `� � r ;� i y fr t i