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Home My WebLink AboutMiscellaneous - 415 WINTER STREET 4/30/2018 (2)I LnP rt n n fi North Andover Board of Assessors Public Access KoRYy Of.Y�.o �ryv ?$ m..�. •''`�'0 of h � elm Return to the Home page click on logo New Search Sales Summary Residence Detached Structure Condo Commercial Comparable Sales ° Page 1 of 1 Town. of Worth weg ]Board of Assessors - - Parcel ID: 210/104.A-0066-0000.0 SKETCH. Click on Sketch to Enlarge _ Property Record Card Community: North Andover PHOTO Location: 415 WINTER STREET Owner Name: CARLETON, EILEEN T STEPHEN D CARLETON Owner Address: P O BOX 302 City: ROWLEY State: MA ZIP: 01969 Neighborhood: 6 - 6 Land Area: 1.02 acres Use Code: 101- SNGL-FAM-RES Total Finished Area: 2268 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 485,800 446,900 Building Value: 254,800 236,800 Land Value: 231,000 210,100 Market Land Value: 231,000 Chapter Land Value: LATESTSALE Sale Price: 1 Sale Date: 07/23/1981 Arms Length Sale Code: F-NO-CONVNIENT Grantor: Cert Doc: Book: 01520 Page: 0206 http://csc-ma.us/NandoverPubAcc/jsp/flome.jsp?Page=3&LinkId=989921 7/16/2007 O O L O uXL) O y N J f6 N N m U C r U U U CL M m a 6c) in a .5 wUS O O f•d� O C c F- CL= ' m WC W ~ o W 6mca UEw 3 W F - _Z 04o W) cc J U m E W O 0 E U W mn U U °O U Q r X co JO TL) o t: 04 M \ aQo a � 0 LL 76 C UCL CS .. c ao�> `o m ° 0 CD F- min in in (7 O J �O O O N O O o �F-N.- O O Y U @ N o O N in Q m m O m c C c Q U V ii E d DHHH w Cl 0 d cQ G O Z O o o Q O d' o O z Q W O z z~ O J W J tOD O W JQ O N Q Zo M� o a oz JI W= 0 L w ,.WUJ a Nm3 caF-Zoo Q 3c�m-0aQ: CL 0 a 1 OO O O O � H H � O M N N V v =o 00 J y ti'e 00 +� iN� O O z M u Z N N W J J CQ c Z 67 N CD LL OON ..1 � 0 0 LL 00 00 Zvm !M`� O NN t .gyp. �OLLo ZN �M Q 0 f t dry. iT W J uj m m m Q O O �� I w z 000 It � VBaa: F- G C o F- = o� O z N N U a � o � O O cn 0 IT 14 N N N is N'06 3 r N f6 m O f6 f6 0 Q EC9 m� m N °m�_�o U+• �m ZQ �N�rno .LL y c N U Y 0 0: w 0 d S QmLLm Of2u%UQ Q� A 00 N QO 04 w co CD IT N 0) m r N Q Q O � Q � a is ti W C 0 =Qa �Q o E- 5 m.5 c _ m �= o z Ccr LL W CLL �_0 O •� N of a'O w (� �DQD,F- Wi c) CL �r Z 0 OILf) Na- N W X m Li to Ucn� V cr y y 3m -� w V) LL @ o E. . �L ca m0 CN = O°°f6mC�Ci.w C9C9� m m aN o m L C7 0 o m5uEi rs F- CoLL=WmYW, co in N UN03'. V 2orz E _rn H o a�ciQ -Zm 2 ° >TU 2 eco F-��6c�6 F- t U F- ininmw2LLL SLL (.) af>' I to PUBLIC HEALTH DEPARTMENT Town of North Andover Community and Economic Development Division CERTIFICATE OF COMPLIANCE As of: 10/18/16 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Replacement of an On -Site Sewage Disposal System By: James Kellett At: 415 Winter Street Map 104A Lot 66 North Andover, MA 01845 Issuance of this certificge shall not be construed as a guarantee that the system will function satisfactorily. Michele Grant � Public Health Agent 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com i PUBLIC HEALTH DEPARTMENT Community Development Division TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM — INSTALLATION CERTIFICATION RECEIVED OCT 18 2016 `TOWN OF NORTH ANDOVER HEALTH DEPARTMENT The undersigned hereby certify that the Sewage Disposal System ( ) constructed; X repaired; BY_. JAMt (Print Name) Located at: W ( 0 7F (Z +g, -f (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan, originally dated cS J0 - a0 )57 and last revised on I- f �, --2Q 15- , with a design flow of gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310. CMR 15.000, Title 5 and local 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: -f - -16 And - Print Name Final Construction Inspection Date: q'- -) (1. a, C- C -D )-- Engineer Representativ (Signature) Engine r Representativ (Signature) Engineer: --b==-7- (Signature) ICT And - Print Name nn Date: /p—ny And - Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.northandoverma.gov North Andover Health Department Community and Economic Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 415 Winter Street MAP: 104.A LOT: 0066 INSTALLER: James Kellett DESIGNER: Ben Osgood Jr. PLAN DATE: 8/10/15, rev 9/16/15 BOH APPROVAL DATE ON PLAN: 11/5/15 INSPECTIONS �fi�aq ,� TANK INSPECTION: DATE OF BED BOTTOM INS ECTION: 9/23/16 (B.L.) DATE OF FINAL CONSTRUCTION INSPECTION: 9/29/16 DATE OF FINAL GRADE INSPECTION: 161411W SITE CONDITIONS Comments: EXISTING SEPTIC TANK ® Contractor reports any changes to design plan ® Existing septic tank remained ® Internal plumbing all to one building sewer ® Topography not appreciably altered ® Building sewer in continuous grade, on compacted firm base N/A Cleanouts per plan N/A Bottom of tank hole has 6" stone base N/A 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 ® Outlet tee installed, centered under access port (effluent filter) ® 24" inch cover to finish grade installed over outlet access port ® Hydraulic cement around inlet & outlet Comments: 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) X Bottom of SAS excavated down to C soil layer, as provided on plan X Size of SAS excavated as per plan X Title 5 sand installed, if specified on plan ® 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan N/A Retaining wall (boulder / concrete / timber/ block) ❑ Final cover as per plan Comments: Bottom of bed inspected 30x55'; 15' off foundation to overdig Removed all old sand from previous system ... IR FINAL GRADE 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 = 100.00 HR = 9.03 HI = 109.03 SYSTEM ELEVATIONS ROD ELEVATION AS -BLT INVERT ELEV DESIGN INVERT ELEV Benchmark Building Sewer OUT 3.72 104.96 ----- .Septic Tank IN 3.90 104.78 104.82 Septic Tank OUT 4.18 104.50 104.54 Distribution Box IN 4.22 104.46 104.34 Distribution Box OUT 4.49 104.19 104.17 Lateral 1 TOP 4.61/4.86 Lateral 1 INVERT 104.07 / 103.82 104.07 / 103.84 Lateral 2 TOP 4.61/4.86 Lateral 2 INVERT 104.07 / 103.82 104.07 / 103.84 Lateral 3 TOP 4.61/4.86 Lateral 3 INVERT 104.07 / 103.82 104.07 / 103.84 Lateral 4 TOP 4.61/4.86 Lateral 4 INVERT 104.07 / 103.82 104.07 / 103.84 Bottom of Bed/Chamber CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback 1 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 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 Bank3 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 1 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 w 4 100 90 80 7C Of W 60 Z U - Z 50 W U w 40 d 30 20 10 0 Particle Size Distribution Report cl 000.0 C C C C C C V M 7 (0 O V N (0 Cl) N .- M 7L # # it # # # # I I I I SPEC.* PERCENT I I I I I I I I I I -------- #10 99.0 ENVIRONMENT D60= 0.3283 #20 90.3 L CODE TITLE #40 V SEPTIC SAND GRADATION 55.1 10.0-100.0 REQUIREMENTS #100 19.7 0.0-20.0 I #200 5.4 I X 1 I I I I I I I 11 I I I I I I I I I I I ` I 111 I I I I I I I I I I I b I I -IIS I I I I I I I I I I I I el r I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I 1 I I I 1 I I I r - Imo. I r I I I I I 1 UU 1 U 1 U.1 U.UI U.UU1 GRAIN SIZE - mm. % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 1.0 26.6 67.0 5.4 SIEVE SIZE PERCENT FINER SPEC.* PERCENT PASS? (X=NO) #4 100.0 100.0 Coefficients #10 99.0 D85= 0.6387 D60= 0.3283 #20 90.3 D15= 0.1295 D10= 0.1036 #40 72.4 Classification #50 55.1 10.0-100.0 #100 19.7 0.0-20.0 100% OF THE MATERIAL PASSED THE 3/8" SIEVE. 0.8% #200 5.4 0.0-5.0 X Material Description SEPTIC SAND STATE ENVIRONMENTAL CODE TITLE V SEPTIC SAND GRADATION REQUIREMENTS Source of Sample: WINTER STREET lA Sample Number: 937 Date: 8/31/2016 UTS OF MASSACHUSETTS, INC. Client: BENOSGOOD 5 Richardson Lane Project: WINTER STREET, NORTH ANDOVER, MA Stoneham, MA 02180 Project No: Figure Atterberg Limits PL= LL= P1= Coefficients D90= 0.8358 D85= 0.6387 D60= 0.3283 D50= 0.2738 D30= 0.1896 D15= 0.1295 D10= 0.1036 Cu= 3.17 Cc= 1.06 Classification USCS= AASHTO= Remarks 100% OF THE MATERIAL PASSED THE 3/8" SIEVE. 0.8% BY WEIGHT OF THE SAMPLE RETAINED ON THE NOA SIEVE. STATE ENVIRONMENTAL CODE TITLE V SEPTIC SAND GRADATION REQUIREMENTS Source of Sample: WINTER STREET lA Sample Number: 937 Date: 8/31/2016 UTS OF MASSACHUSETTS, INC. Client: BENOSGOOD 5 Richardson Lane Project: WINTER STREET, NORTH ANDOVER, MA Stoneham, MA 02180 Project No: Figure Commonwealth of Massachusetts Map -Block -Lot 104.A0066 BOARD OF HEALTH ----------- Permit No ------------ North AndoverBHP-2016-0105 ----------------------- P.I. FEE F.I. $175.00 DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted James Kellett to (Repair) an Individual Sewage Disposal System. at No 41 -5 -WINTER -STREET Wt as shown on the application for Disposal Works Construction Permit No. BHP -2016-010 Dated May 02, 2016 -- ----- E _j �,1' - ------------------ Issued Issued On: May -02-2016 BOARD OF HEALTH OF NORTH Ory 3=oG Y ��SS4CRUSEfi Application for Septic Disposal System / 9 TODA 'S DATE Construction Permit - TOWN OF - Full Repair NORTH ANDOVER, MA 01845 v�17s oo - Component Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. 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? legc'�4/ 61 A. Facility Information Y//�'/ _�r Gtr/^/-/'ggr-'t_ .S'T. CE'�ED MAY 0 2 2016 Address or Lot # NDO\ ,Q"I IJV2-- City/Town HE}1LTH U&ARTMEK 2.- *TYPE OF SEPTIC SYSTEM*: ➢ ❑ Pump JWGravity (choose one) ***If pump s stem, 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 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? What is the Model. 2. Owner Information �✓� �t�v e r s c � ,�'rl � � �4G,�� Name Address (if different from above) Al. 6'V_06v,01 424 o� ys City/Town State Zip Code q7r 17/ - y9"S3 Email address Telephone Number 3. Installer Information ame Name of Company h`QrJ Sa fir, s -j A dd Zss w c' City/ own 4. Desianer Information __Rz-v e: J2S &60 Name )S_ Address City/Town 111-74 X15 � b State Zip Code 71-1 1,55_3 7/ Telephone Number (Cell Phone #ifpossible please) _;5'e (�__ X5'6 t/P IFZ_. Name of Company StateZip Code 46;* 57J'- 41357 Telephone Number (Best # to Reach) Application for Disposal System Construction Permit • Page 1 of 2 •-�A M Application for Septic Disposal System Construction Permit -TOWN OF ,d NORTH ANDOVER, MA 01845 PAGE 2OF2 A. Facility Information continued.... 5. Type of Building: Residential Dwelling or ❑Commercial B. Agreement / TODAY'S DATE $350.00 - Full Repair $175.00 - Component 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 oard of Health, the in !, d system is not approved. Date Appli I Appr a y: (8 and of Health Representative) ' Z Nam V Date Applic ion 'sapproved for the following reasons: For Office Use Only: 1. Fee Attacbed? Yesy No 2. Project Manager Obligation Form Attaci�Lp Yes No 3. Pump System? If so, Attach cove ofElectrica ermit Yes No Applicant received copy of "Electrical Inspection Notes for Septic Systems" Yes No Handout? 4. Reviewed approvalletter, all paperwork received. `�'es No 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: I T/ W) 1etz_ (Address of septic system) / J Relative to the application of U A;1V-eS K 1It 14 (Installer's name) Dated i(` j Z 2O 1 G ++ (Ioc�ay's ate For plans by w e95' v " 0 (Engineer) And dated e (os /b ) 2, o 1—:r rigina ate With revisions dated S� e4. b (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 pdor 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: healthde�t antownofnorthandover.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 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) y/ j14 (Name e — Print e —Signed) North Andover Health Department (ommunity and Economic Development Division October 27, 2015 Francesca Grimaldi 415 Winter Street North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for 415 Winter Street (Map 104A, Lot 66) Dear Ms. Grimaldi: The proposed wastewater system design plan for the above site dated August 10, 2015 with a final revision date of September 16, 2015 and received on September 17, 2015 has been approved. The design plan has been approved for use in the construction of a new on-site septic system for a 5 -bedroom (max 11 -room) home utilizing a 20' x 46' gravity leach field. This design plan approval is valid until October 27, 2017. 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. In the event an imminent health problem, such as sewage backup into the dwelling is occurring, the North Andover Board of Health may reduce the time period for which this plan is valid. At a regularly scheduled meeting of the Board of Health, this plan received the following approvals by the members. Local Upgrade Approval: • To reduce the separation distance from the soil absorption system to the estimated seasonal high ground water table from 4' to 3' Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 415 Winter Street October 27, 2015 North Andover Board of Health Variance: • To reduce the setback from the soil absorption system to the wetland resource area from 100' to 55' 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. 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. liincerely, 1 chele Grant Health Inspector Encl. Installers list cc: Benjamin C. Osgood, Jr., PE File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 411,5 Win -k( North Andover Board of Health Meeting Minutes Thursday — October 27, 2015 7:00 p.m. 120 Main Street, 2nd Floor Selectmen's Meeting Room North Andover, MA 01845 Present: Thomas Trowbridge, Frank MacMillan, Larry Fixler, Edwin Pease, Susan Sawyer, Michele Grant, Lisa Hadge CALL TO ORDER The meeting was called to order at 7:04 pm. II. PLEDGE OF ALLEGIANCE III. PUBLIC HEARINGS IV. APPROVAL OF MINUTES A. Meeting minutes from September 24, 2015 were presented for signature. Motion was made by Mr. Fixler to approve the minutes, the motion was seconded by Mr. Pease, all were in favor and the minutes were approved. V. OLD BUSINESS A. 700 Middleton Street — James Morin, representing owners of 700 Middleton Road requesting: 1. Local Upgrade Approval request to reduce the setback distance from the private well to the proposed leach field of 77 feet where 100 feet is required. (3 10 CMR 15.405(1)(g) 2. Local Upgrade Approval request is required to have only one test pit in the proposed leach field area where two are required. (3 10 CMR 15.405(1)(k) 3. Variance request from the NA BOH local of setback distances of wetlands to a SAS of 51 feet where 100 feet is required. Jim Morin approached the podium. Mr. Morin stated that he is a registered sanitarian in the state of Massachusetts. A discussion ensued regarding the proposed septic system at 700 Middleton Street and the requests before the Board. Dan Ottenheimer, Mill River Consultant, reminded the Board that this request was brought before them at a previous meeting. There is a nearby well and the concern was the proposed septic system being replaced within 100 feet of a well. A representative for Mr. Morin was at the previous meeting and he was not able to answer some of the Boards questions regarding the well so he was asked to do some homework and come back to a future Board meeting. Mr. Morin stated that they hired a lab to come into the property and obtain a water sample from the kitchen sink. The well water testing results have been forwarded to the Board and the well water testing came back clean. A discussion ensued regarding the well. Mr. Morin explained that no expansions or additions to the home are proposed. The homeowners are selling the property and retiring. The home is a four bedroom and will stay a four bedroom. Mr. Morin stated that he has filed with Conservation pertaining to the wetlands and offsets. He stated that Conservation has given their verbal approval and Mr. Morin can pick up the conditions at the next Conservation meeting. A discussion ensued regarding the soil testing at the site and the 2015 North Andover Board of Health Meeting Page 1 of 6 Board of Health Members: Thomas Trowbridge, DDS, MD, Chairman; Larry Fixler, Member/Clerk; Francis P. MacMillan, Jr., M.D.; Joseph McCarthy, Member; Edwin Pease, Member Health Department Staff: Susan Sawyer, Health Director; Debra Rillahan, Public Health Nurse; Michele Grant, Public Health Inspector; Lisa Hadge, Health Department Assistant proposed placement of the septic system. Dr. MacMillan asked Mr. Ottenheimer if he had any comments or concerns regarding the second request of having only one test pit. Mr. Ottenheimer stated that he did not see any concerns. Dr. Trowbridge asked Mr. Ottenheimer that since the Board now has a baseline test of the water and the up gradient, even though there are no guarantees, can the Board accept it? Mr. Ottenheimer stated it is subjective but if the well was not contaminated with the existing system there is very little risk of contamination with the new proposed system. Motion was made by Dr. MacMillan to approve the two local upgrade approval requests as listed in the agenda as well as the variance request as printed in the agenda. Motion was seconded by Mr. Pease. All were in favor and the motion was approved. VI. NEW BUSINESS A. 440 Boston Street — Douglas Smith, representing owners of 440 Boston Street, requesting: 1. Local upgrade approval for the requirement of a 4' separation between the bottom of the soil absorption and high groundwater with a reported perc rate of 3 min per inch. This results in a 1' reduction resulting in the bed bottom being 3' above high groundwater. (3 10 CMR 15.405(h)) 2. Requesting a local upgrade approval for the requirement of a 12" separation between the inlet and outlet tees and high groundwater. A 10" separation is provided for the septic tank and a 5" separation is provided for the pump chamber. Rubber boots are provided on tank and pump penetrations. (3 10 CMR 15.4050)) Douglas Smith approached the podium. A discussion ensued regarding the proposed septic system at 440 Boston Street and the requests before the Board. Mr. Smith stated that the home does not have a full foundation but has a crawl space. He stated that the proposed system fits in well with the property and is esthetically a good situation. Mr. Smith described the layout of the property and surroundings. The driveway is about 250 feet with the house sitting sideways with no street anywhere near the system at all. He stated that the land has an unusual shape. Mr. Smith reviewed the property lines. Dr. Trowbridge asked Mr. Ottenheimer to review the inlet/outlet tees and groundwater. Mr. Ottenheimer explained that because of how the house is built they can't comply with the design standards and the code. Mr. Ottenheimer reviewed design standards and the risk of a tank sitting in the ground water table. He reviewed what the code says to prevent this risk. Mr. Ottenheimer stated that because Mr. Smith doesn't have the flexibility to change where the pipes come out of the house he can't raise up the tank to comply with the code. Dr. MacMillan asked if 12" to 10" is substantially different with regards to risk. Mr. Ottenheimer stated it was not. An explanation ensued regarding the limitations with the existing basement. Dr. MacMillan asked Mr. Ottenheimer if he had any reservations approving the two requests that were being requested. Mr. Ottenheimer stated that the Board has had questions regarding this local upgrade approval in the past to reduce the distance to the ground water. Mr. Ottenheimer reviewed what Title V addresses. This request has been granted before in the past, but there have also been times where it hasn't been granted. Dr. MacMillan asked if the property was in the Lake Cochichewick watershed. The property is not. A discussion ensued regarding the proposed system location. Mr. Ottenheimer reviewed the code with the Board. There are two options for full compliance under Title V and there is an additional option which is to request a reduction of the groundwater offset from 4' to 3'. This can be granted but the code does give two options for full compliance which would be preferred. A discussion ensued regarding the proposed septic system. Mr. Smith stated that not approving the requests before the Board could be a hardship to the current homeowners with their buyers. The homeowner asked to address the Board. She stated that she has lived there along with five other people for twenty eight years with no issues of flooding. The delay would possibly cause them to lose their buyers. Mr. Fixler asked Mr. Smith if he thought coming up with a larger system and asking for the local upgrade approval was better alternative to the two Title V options that Mr. Ottenheimer had mentioned for compliance. Ben Osgood Jr., engineer for a couple of requests on the agenda, approached the podium. Mr. Osgood discussed his thoughts as a designer for justifications on the 1'reduction resulting in the bed bottom being 3' above high groundwater. A discussion ensued regarding Title V and the local upgrade approval. Dr. MacMillan stated that what Mr. Smith requests, seems reasonable. Motion was made by Dr. MacMillan to approve the request, as listed in the agenda, for the requirement of a 4' separation between the bottom of the soil absorption and high groundwater with a reported perc rate of 3 min per inch. This results in a 1' reduction resulting in the bed bottom being 3' above high groundwater. Motion was seconded by Mr. Fixler. All were in favor and the motion was approved. North Andover Board of Health Meeting Minutes Thursday — October 27, 2015 7:00 p.m. 120 Main Street, 2nd Floor Selectmen's Meeting Room North Andover, MA 01845 Motion was made by Dr. MacMillan to approve the request as listed in the agenda for the requirement of a 12" separation between the inlet and outlet tees and high groundwater. A 10" separation is provided for the septic tank and a 5" separation is provided for the pump chamber. Motion was seconded Mr. Fixler. All were in favor and the motion was approved. B. 415 Winter Street —Benjamin Osgood, Jr., representing owners of 415 Winter Street, requesting: 1. Local upgrade approval to allow a reduction in the separation distance between the water table and bottom of leach stone in the leach field from 4 feet as required by Title 5 Section 15.212 to 3 feet. 2. Local variance for reduction in the offset distance between the edge of a leach field and a wetlands from 100 feet required to 55 feet. Ben Osgood Jr. approached the podium. Mr. Osgood gave information regarding the home's septic systems history. The system is a reconstruction of what was done about 10 years ago. The home is an older duplex. Mr. Osgood's firm was hired originally in 2001 to design a replacement system. The soil testing was done, permits pulled and the system was installed per the plans. He recently received a call from the owner looking for a designer and Mr. Osgood just happened to have been the designer back in 2001. Mr. Osgood gave his opinion on why the current 15 year old system failed. He stated that there had been home renovations and items i.e. paint was put down the drains that shouldn't have been. His opinion was that the system failed from abuse.. Pumping records showed it was only pumped once or twice since it was last installed. The septic plans were done and he has gone before Conservation. He is asking for same waivers that were asked for originally. Mr. Osgood reviewed his requests for approval. Dr. MacMillan asked if they planned on just excavating the sight and reinstalling the system. Mr. Osgood stated that was the case. The regulation from the last installation is still the same as before. Mr. Osgood stated that if the system was not misused, the system probably would not have failed. A discussion ensued regarding maintaining a septic system, the lifespan of a septic system and the current proposed system and an addition of a wall. Mr. Osgood would like to dig down a foot or more until good clean sand is identified. It will be replaced by another type of sand. Ms. Grant asked Mr. Osgood if he planned on removing and replacing the current sand. Using less sand could mean a good savings to the home owner, added Ms. Grant. A discussion ensued regarding replacing the sand and the type of sand. Ms. Grant added that an out of season permit can be pulled in emergency situations if time runs out. Motion was made by Mr. Fixler to approve both requests as listed in the agendas; it was seconded by Mr. Pease: -to allow a reduction in the separation distance between the water table and bottom of leach stone in the leach field from 4 feet as required by Title 5 Section 15.212 to 3 feet. 2015 North Andover Board of Health Meeting Page 3 of 6 Board of Health Members: Thomas Trowbridge, DDS, MD, Chairman; Larry Fixler, Member/Clerk; Francis P. MacMillan, Jr., M.D.; Joseph McCarthy, Member; Edwin Pease, Member Health Department Staff: Susan Sawyer, Health Director; Debra Rillahan, Public Health Nurse; Michele Grant, Public Health Inspector; Lisa Hadge, Health Department Assistant -reduction in the offset distance between the edge of a leach field and a wetlands from 100 feet required to 55 feet as written on the agenda. Chairman called for discussion. Ms. Grant had an additional item for discussion. She requested the board consider adding a requirement to test the sand to ensure compliance with Title V standards and if it does not pass, it will be replaced by C-33 sand. Larry Fixler offered the amendment to include the following; that the original sand that is in the ground below the system, is to be tested. If it doesn't pass as Title V sand, the sand will be completely removed and replaced with C-33 sand. Motion was seconded by Mr. Pease. There was a unanimous vote by the board for the amendment. The chair returned to the amendment to the motion. Frank MacMillan made the motion to approve the amended motion and Mr. Pease seconded the motion. All were in favor and the complete motion below was approved. -to allow a reduction in the separation distance between the water table and bottom of leach stone in the leach field from 4 feet as required by Title 5 Section 15.212 to 3 feet. -reduction in the offset distance between the edge of a leach field and a wetlands from 100 feet required to 55 feet as written on the agenda. - that the original sand that is in the ground below the system, is to be tested. If it doesn't pass as Title V sand, the sand will be completely removed and replaced with C-33 sand. C. 415 Boxford Street — Benjamin Osgood Jr., representing owners of 415 Boxford Street, requesting: 1. Local upgrade approval to allow a leach field to be designed in an area with only one test pit in lieu of 2 as required by Title 5 sections 15.405 (k). Mr. Osgood gave history of the property located at 415 Boxford Street. The reason for the failure was that the owner installed a water softener and the back flush went into the septic system. The water softener can cause a failure by the salts going into the tank and then the solids going out into the system. The homeowner is sold a product and does not know it could fail their septic. A discussion ensued regarding installation of water softeners. It was noted that no permits are needed to install water softeners. Ms. Grant compared it to a garbage grinder. She stated that no garbage grinder is safe for a septic system and yet, the manufacturer and sales person markets it as safe for septic systems. She also stated that homeowners may not be educated on the dos and don'ts of a septic system. The new plan will include a location for a drywell for the back flush of the water softener. Mr. Osgood discussed the proposed septic system and what was being requested by the Board. It is the same as the plan for the system currently in the ground. The designer feels that this system was properly designed and the local upgrade approval given by the board of health a decade ago was appropriate and they are still the best application for the property today. Mr. Ottenheimer did not see a problem with the local upgrade approval being requested. Motion was made by Dr. MacMillan to approve the local upgrade approval as listed in the agenda to allow a leach field to be designed in an area with only one test pit in lieu of 2 as required by Title 5 sections 15.405 (k). Motion was seconded Mr. Pease. All were in favor and the motion was approved. D. Town of North Andover Dumpster Regulations — To amend section 2.2 of the local regulation: to modify the annual expiration date for a permit to maintain a trash or refuse dumpster from the calendar year to the last day of February in order to be aligned with the food permits. To amend section 2.4 to exclude certain parties from this regulation. The amendment will take effect immediately. Motion made by Dr. MacMillan to amend the dumpster regulation by way of addition and deletion as stated in the agenda. The motion was seconded by Mr.Pease. All were in favor and motion was passed. E. Town of North Andover Regulation Concerning the Hauling and Disposal of Solid Waste — Susan Sawyer described the need to modify the regulation to eliminate conflicting phrases regarding distinction between hauling waste and traversing the town roads. This regulation oversees the movement of the trash trucks that go to Wheelabrator, TBI and Covanta solid waste facilities. Authority to set truck routes was given to the Town's Board of Health as North Andover is the host community to multiple facilities. The board felt it necessary to exercise that right. The regulation has been modified on occasion to attempt to make it more understandable and workable to the N. Andover Police Department and the Health Department. The NAPD does the enforcement on these vehicles for the Health Department. Larry Fixler commented on the process that was done to identify sections or phrases of the current regulation that North Andover Board of Health Meeting Minutes Thursday — October 27, 2015 7:00 p.m. 120 Main Street, 2nd Floor Selectmen's Meeting Room North Andover, MA 01845 conflict with other sections or phrases. The corrections proposed are all in line with the intent of the regulation as first approved. Health staff and Larry Fixler spent a number of hours going line by line to find inconsistencies. It is the intention to reduce the conflicts that arose last year. Nothing of substance or of the original intent has been changed. We also took out sections that were basically outdated and not relevant on how the regulation is applied and corrected process inconsistencies. This is a change in process. We fully expect that other items may come up from time to time that may need addressing. At that time the Board can take action on those items. It did not meet the timeline to be sent prior to the trash truck applications, but everyone who should be aware and will have to comply with the changes to be fair to all. The process is ongoing and these changes are needed to be in place for this renewal period. Larry Fixler noted that the office will notify the public via local newspaper and for the Ed Pease presents that he has reviewed and marked up the document for numerous grammatical errors and formatting errors. It is just clean up stuff, not sustentative. He noted the use of capitals; missing periods etc. Larry pointed out that Ed's capacity was not as a legal advisor for this review. These are editorial comments and Dr. Trowbridge proposed that he would be able to review and approve the final draft, but the vote can be taken now and signed at the November meeting. The final revised document will be distributed as soon as it can be signed. The final approved, but unsigned document will be distributed prior to signing to assist the applicants. Ms. Sawyer noted that these changes do not affect any permit holder or applicant to appeal any decisions made by the staff reviewing the applications. Motion made from Dr. MacMillan moved to accept the changes as presented and the Board will designate to the chairman final approval of any grammatical corrections that he deems are necessary. Larry Fixler seconded. All were in favor and the motion was passed. VII. COMMUNICATIONS, ANNOUNCEMENTS, AND DISCUSSION A. 2016 BOH Agenda — Due to renovations of Town Hall, the 2016 BOH agenda was presented with the meeting days to be held on the fourth Tuesday instead of Thursday for 2016. The Superintendent's room at 566 Main Street was suggested. The Superintendent's room is about the same size of the Selectmen's room and is wired for recording with NA CAM. Parking is convenient. There was no opposition in changing the meeting from a Thursday to a Tuesday by members present. Dr. Trowbridge asked if there was anything written anywhere in the Town Charter or By -Laws stating that the Board is to meet on a Thursday. The Health Department staff will look into whether or not it is written anywhere that the day must be the 4t' Thursday. A vote will be held off until the next BOH meeting if there is a need to address. VIII. CORRESPONDENCE / NEWSLETTERS Mrs. Sawyer gave feedback on the recent flu clinic held at North Andover High School. Over 530 vaccinations were given. The next flu clinic will be held on November 5, 2015 from 2-3pm at the Senior Center. Everyone is welcomed. There is no charge, but please bring your medical cards. 2015 North Andover Board of Health Meeting Page 5 of 6 Board of Health Members: Thomas Trowbridge, DDS, MD, Chairman; Larry Fixler, Member/Clerk; Francis P. MacMillan, Jr., M.D.; Joseph McCarthy, Member; Edwin Pease, Member Health Department Staff: Susan Sawyer, Health Director; Debra Rillahan, Public Health Nurse; Michele Grant, Public Health Inspector; Lisa Hadge, Health Department Assistant Ms. Rillahan, Public Health Nurse, has also been signing up people for pneumonia clinics and has been doing homebound who need flu shots. Please call the Public Health Nurse if you need a flu shot and are homebound. Merrimack College Give Back Program will be coming up on November 7th. There are over 100 volunteer students coming to clean up around the lake and Ms. Sawyer also coordinated with the NA Housing Authority to have 40 student volunteers to help beautify their community rooms and surrounding grounds. The new Fire Station's "open house" will be on the morning of November 7th. Mrs. Sawyer stated that it is time for permit renewals. The reminder letters are set to be mailed out at the end of the week. When establishments receive their new permits, they will also receive a letter to let them know that their food and/or dumpster permits will run through the end of February 2017. Permits will then ran from March 1St through February 28th of each year after. ]x. ADJOURNMENT MOTION made by Dr. MacMillan to adjourn the meeting. Mr. Fixler seconded the motion and all were in favor. The meeting was adjourned at 8:53 pm. Prepared by: Lisa Hadge, Health Dept. Assistant Reviewed bv: All Board of Health Members & Susan Sawyer, Health Director Si ng ed by: Larry ler, Clerk of the Boat Date Signed Blackburn, Lisa From: Blackburn, Lisa Sent: Thursday, September 17, 2015 10:20 AM To: 'Isaac Rowe'; Grant, Michele Cc: Pam Lally Subject: RE: 415 Winter St - plan review Hi Isaac, I just received revised plans for 415 Winter Street. I will be mailing them out today (I didn't receive a PDF copy). I know you said that they are looking for a LUA and local variance. I don't see a written request for them to come before the board but as long as there is an approvable plan than they could come as a walk on. From: Isaac Rowe[mailto:irowe@millriverconsulting.com] Sent: Tuesday, September 01, 2015 4:33 PM To: Blackburn, Lisa; Grant, Michele Cc: Pam Lally; Isaac Rowe Subject: 415 Winter St - plan review Lisa/Michele, Please find attached the initial plan review for the above referenced property. This project is seeking a LUA and local variance so we should plan to put this on the next BOH agenda (if the plan is revised and submitted of course). Please let me know if you have any questions. 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 iroweO-millriverconsultina.com www.miliriverconsultin.g.com Benjamin c. Osgood, Jr.. P E. 157 Bluff Street Salem, NH 03079 Tel: 978-435-1324 September 16, 2015 Michelle Grant, Health Inspector North Andover Board of Health Building 20 Unit 2035 1600 Osgood Street North Andover, MA 01845 Re: 415 Winter Street, North Andover Dear Michelle: RECEIVED SEP 17 2015 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT Enclosed are three (3) copies of revised subsurface sewage disposal which have been revised as follows to address the September 1, 2015 disapproval letter 1. A form 9A has been attached however it should be noted that the same waivers were approved by the BOH when the existing leach field was approved and installed. 2. The reference to Lake Cochickewick has been added to note # 12 3. A note has been added indicating that the existing system is located where the new leach field is proposed. 4. A note regarding the ground elevations at the test pits has been added to the plans. 5. A note regarding the wetland line has been added to the plan. 6. The proposed inspection report has been shown on the plan 7. Additional notation regarding the impervious barrier has been added to the plan. 8. The owner would like to have a more level yard. The retaining wall is proposed so the elevation of the yard on the south side of the wall can be lowered. A small 102 contour has been added at the back of the wall and proposed spot grades along the wall to clarify the grading. The wall would be just over 4' tall 9. The system has been proposed in the rear yard and not the front yard because in the opinion of this engineer the rear yard is the best location. The actual area between the driveway and the property line in the front of the home is not sufficient for installation of the system without moving the drive closer to the wetlands which extend to the front property line of the lot. The overall loss of trees and impact to the no build and no disturb zone of the wetlands would be far greater than the impact involved with the rear yard. The treatment gain of effluent would not increase. These plans are being submitted for approval by the Board of Health. If you have any questions you may contact me at 978-435-1324. Sincerely, CD enjamin C. Osgood, r., PE TOWN OF NORTH ANDOVER" ` Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, REHS/RS Public Health Director SEPTIC PLAN SUBMITTAL FORM Date of Submission: 8-13-15 site Location: 415 Winter STreet Engineer: Benjamin Osgood, Jr. New Plans? YesX review only) Revised Plans?Yes 978.688.9540 — Phone 978.688.8476— FAX E-MAIL: healthdept@townofnorthandover.com WEBSITE: http://www.townofnorthandover.com �ID $225/Plan Check # 1329 (includes 1" submission and one re- $75/Plan Check # Site Evaluation Forms Included? Local Upgrade Form Included? Telephone #:978-435-1324 Yes No X Yes No X E-mail: bosgoodpe@gmail.com Homeowner Name: Francesca Grimaldi OFFICE USE ONLY Fax #: N/A When the subm�sion is complete (including check): ➢ Date stamp plans and letter ➢ V Complete and attach Receipt ➢ .Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database c. Grant, Michele To: Isaac Rowe; Dan Ottenheimer Cc: Pam Lally; Blackburn, Lisa Subject: 415 Winter Street Hi Isaac Ben Osgood just dropped off a plan for 415 Winter st. A failed system. If I recall he spoke to you several months ago regarding the 2001 soils and they would be able use them because its post 1996. (We no longer have a local reg.) I am waiting on his PDF, however I am mailing a copy of the plan today. Thx Michele E. Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover, MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email merant@townofnorthandover.com Web www.TownofNorthAndover.com 1 d L1Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands 1 WPA Form 8B — Certificate of Compliance Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. VIkA ranvn A. Project Information 1. This Certificate of Compliance is issued to: Stephen Carlton Name P.O. Box 302 DEP File Number: 242-1125 Provided by DEP Mailing Address Rowley MA. 01969 Cityrrown State Zip Code 2.. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued to: Stephen Carlton Name 3/28/02 242-1125 Dated DEP File Number 3. The project site is located at: 415 Winter Street North Andover Street Address Cityrrown Map 104A Parcel 66 Assessors Map/Plat Number Parcel/Lot Number the final Order of Condition was recorded at the Registry of Deeds for: Property Owner (if different) Essex North' 2909 249 County Book Page N/A Certificate 4. A site inspection was made in the presence of the applicant, or the applicant's agent, on: 8/8/03 Date B. Certification Check all that apply: ® Complete Certification: It is hereby certified that the work regulated by the above -referenced Order of Conditions has been satisfactorily completed. ❑ Partial Certification: It is hereby certified that only the following portions of work regulated by the above -referenced Order of Conditions have been satisfactorily completed. The project areas or work subject to this partial certification that have been completed and are released from this Order are: wpaform 8b.doc • rev. 12/15/00 Page 1 of 3 Ll"Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 8B — Certificate of Compliance Massachusetts Wetlands Protection Act M.G.L. c. 131,'§40 B. Certification (cont.) DEP File Number: 242-1125 Provided by DEP ❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the above - referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act may commence without filing a new Notice of Intent and receiving a new Order of Conditions. ® Ongoing Conditions: The following conditions of the Order shall continue: (Include any conditions contained in the Final Order, such as maintenance or monitoring, that should continue for a longer period). Condition Numbers: 63 C. Authorization Issued by: North Andover Conservation Commission % This Certificate must be sigedrrby a majority of the Conservation Commission a copy sent to the applicantnd hpprop�jat�EPJRegional Office (See Appendix A). 100 On , Of L123 Day Mont an Year before me personally appeared to me known to be the person described in and who executed the foregoing instrument and, acknowledged that he/she executed the same as his/her free act and deed. N tary Pubic My comm ssion tfxpires wpaform 8b.doc • rev. 12/15/00 Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 8B — Certificate of Compliance Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 DEP File Number: 242-1125 Provided by DEP D. Recording Confirmation The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of Deeds or the Land Court for the district in which the land is located. Detach on dotted line and submit to the Conservation Commission. --------------------------------------------------------------------------------------------------------------------------- To: North Andover Conservation Commission Please be advised that the Certificate of Compliance for the project at: 242-1125 Project Location DEP File Number Has been recorded at the Registry of Deeds of: for: County Property Owner and has been noted in the chain of title of the affected property on: Date Book If recorded land, the instrument number which identifies this transaction is: If registered land, the document number which identifies this transaction is: Document Number Signature of Applicant Page wpaform 8b.doc • rev. 12/15/00 1 Page 3 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Appendix A - DEP Regional Addresses Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Mail transmittal forms and DEP payments, payable to: Commonwealth of Massachusetts Department of Environmental Protection Box 4062 Boston, MA 02211 DEP Western Region Adams Colrain Hampden Monroe Pittsfield Tyringham 436 Dwight Street Agawam Conway Hancock Montague Plainfield Wales Alford Cummington Hatfield Monterey Richmond Ware Suite 402 Amherst Dalton Hawley Montgomery Rowe Warwick Springfield, MA 01103 Ashfield Deerfield Heath Monson Russell Washington Phone: 413-784-1100 Becket Easthampton Hinsdale Mount Washington Sandisfield Wendell Belchertown East Longmeadow Holland New Ashford Savoy Westfield Fax: 413-784-1149 Bemardston Egremont Holyoke New Marlborough Sheffield Westhampton Blandford Erving Huntington New Salem Shelburne West Springfield Brimfield Florida Lanesborough North Adams Shutesbury West Stockbridge Buckland Gill Lee Northampton Southampton Whately Charlemont Goshen Lenox Northfield South Hadley Wilbraham Cheshire Granby Leverett Orange Southwick Williamsburg Chester Granville Leyden Otis Springfield Williamstown Chesterfield Great Barrington Longmeadow Palmer Stockbridge Windsor Chicopee Greenfield Ludlow Pelham Sunderland Worthington Clarksburg Hadley Middlefield Peru Tolland DEP Central Region Acton Charlton Hopkinton Millbury Rutland Uxbridge 627 Main Street Ashburnham Clinton Hubbardston Millville Shirley Warren Ashby Douglas Hudson New Braintree Shrewsbury Webster Worcester, MA 01605 Athol Dudley Holliston Northborough Southborough Westborough Phone: 508-792-7650 Auburn Dunstable Lancater Northbridge Southbridge West Boylston Fax: 508-792-7621 Ayer East Brookfield Leicester North Brookfield Spencer West Brookfield Barre Fitchburg Leominster Oakham Sterling Westford TDD: 508-767-2788 Bellingham Gardner Littleton Oxford Stow Westminster Berlin Grafton Lunenburg Paxton Sturbridge Winchendon Blackstone Groton Marlborough Pepperell Sutton Worcester Bolton Harvard Maynard Petersham Templeton Boxborough Hardwick Medway Phillipston Townsend Boylston Holden . Mendon Princeton . Tyngsborough Brookfield Hopedale Milford . Royalston Upton DEP Southeast Region Abington Dartmouth Freetown Mattapoisett Provincelown Tisbury 20 Riverside Drive Acushnet Dennis Gay Head Middleborough Raynham Truro Attleboro Dighton Gosnold Nantucket Rehoboth Wareham Lakeville, MA 02347 Avon Duxbury Halifax NewBedford Rochester Weltfieet Phone: 508-946-2700 Barnstable Eastham Hanover North Attleborough Rockland West Bridgewater Fax: 508-947-6557 Berkley East Bridgewater Hanson Norton Sandwich Westport Bourne Easton Harwich Norwell Scituate West Tisbury TDD: 508-946-2795 Brewster Edgartown Kingston Oak Bluffs Seekonk Whitman Bridgewater Fairhaven Lakeville Orleans Sharon Wrentham Brockton Fall River Mansfield Pembroke Somerset Yarmouth Carver Falmouth Marion Plainville Stoughton Weymouth Chatham Foxborough Marshfield Plymouth Swansea Wilmington Chilmark Franklin Mashpee Plympton Taunton Winchester DEP Northeast Region Amesbury Chelmsford Hingham Merrimac Quincy Wakefield 205 Lowell Street Andover Chelsea Holbrook Methuen Randolph Walpole Arlington Cohasset Hull Middleton Reading Waltham Wilmington, MA 01887 Ashland Concord Ipswich Millis Revere Watertown Phone: 978-661-7600 Bedford Danvers Lawrence Milton Rockport Wayland Fax: 978 661-7615 Belmont Dedham Lexington Nahant Rowley Wellesley Beverly Dover Lincoln Natick Salem Wenham TDD: 978-661-7679 Billerica Dracut Lowell Needham Salisbury West Newbury Boston Essex Lynn Newbury Saugus Weston Boxford Everett Lynnfield Newburyport Sherbom Westwood Braintree Framingham Malden Newton Somerville Weymouth Brookline Georgetown Manchester -By -The -Sea Norfolk Stoneham Wilmington Burlington Gloucester Marblehead North Andover Sudbury Winchester Cambridge Groveland Medfield North Reading Swampscott Winthrop Canton Hamilton Medford Norwood Tewksbury Woburn Carlisle Haverhill Melrose Peabody Topsfield wpaform8b.doc - Appendix A - rev. 8/11/03 Page 1 of 1 Grant, Michele From: Grant, Michele Sent: Thursday, October 15, 2015 3:13 PM To: 'Benjamin Osgood' Cc: Hadge, Lisa Subject: Change on BOH Mtg Hi Ben, Just letting you know the North Andover Board of Health meeting has been rescheduled from October 22, 2015 to Tuesday Oct. 27th, at 7:00pm in town hall, on the second floor, in the selectman's room. Sincerely, Michele E. Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover, MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mgrant@townofnorthandover.com Web www.TownofNorthAndover.com 0 i 0 - 4, q r 1 1 1 Benjamin c. Oso nntl Jr P E 157 Bluff Street Salem, NH 03079 Tel: 978435-1324 September 25, 2015 Michelle Grant, Health Inspector North Andover Board of Health Building 20 Unit 2035 1600 Osgood Street North Andover, MA 01845 Re: 415 Winter Street, North Andover Dear Michelle: RECEIVED SEP 25 2015 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT Please accept this letter as a request to be placed on the next Board of Health agenda for consideration of the following Local Upgrade Approval request for the above referenced property. 1. Allow a reduction in the separation distance between the water table and bottom of leach stone in the leach field from 4' as required by Title 5 Section15.212 to 3'. A local Variance is also being requested as follows. 1. Reduction in the offset distance between the edge of a leach field and a wetlands from 100 feet required to 55 feet. If you have any questions you may contact me at 978-435-1324. Sincerely, enjamf- Ef-C. Osgoo , Jr., PE North Andover Health Department (ommunity and Economic Development Division September 1, 2015 Benjamin Osgood, P.E. 157 Bluff Street Salem, NH 03079 Re: 415 Winter Street (Map 104A, Lot 66) Dear Mr. Osgood: The proposed wastewater system design plan for the above site dated August 10, 2015 and received on August 13, 2015 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. The Local Upgrade Approval request form 9A was not submitted. 2. General note #12 needs to reference the Watershed of Lake Cochickewick (NA 3.2). 3. The location of the existing septic system is not shown on the site plan (NA 3.2). 4. It appears the "top of test pit elev." is based on the previous design plan. A note should be added to the design plan to provide clarification since the existing grades above the test pits appear to be between 105-105.8+/- based on the site plan view. 5. Please indicate how the wetland line was determined as shown on the design plan. 6. The proposed location of the inspection port was not shown on the design plan. 7. It is difficult to distinguish between the existing impervious barrier and the proposed impervious barrier on the site plan view. 8. The retaining wall detail (5' max. height) does not reflect the proposed height shown on the site plan view (0.57' height). Also, it appears the proposed extended block wall is not needed. 9. Since a local variance to reduce the setback from the leach field to the wetland resource area is requested please explain in further detail why the proposed system cannot be located on the northeast portion of the lot. There appears to be a location further from the Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 wetland resource area than the proposed leach field location. This explanation can either be on the design plan or in a cover letter. Please feel free to contact the office or Mill River Consulting at 978-282-0014 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. Health Inspector cc: Francesca Grimaldi File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 North Andover Health Department Community and Economic Development Division Francesca Grimaldi 415 Winter Street North Andover, MA. 01845 RE: Septic Installation Process Dear Ms. Grimaldi, Enclosed, please find our Licensed North Andover Septic Installers list. Also please find the Septic Installation Process, to assist you through the process. If you have any questions, please don't hesitate to call me at the number listed below. } (-,--iichele "cerely, E. Grant Public Health Inspector North Andover, MA. 01845 978-688-9540 Page 1 of 1 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Grant, Michele From: Isaac Rowe <irowe@millriverconsulting.com> Sent: Tuesday, October 06, 2015 3:01 PM To: 'Benjamin Osgood' Cc: Grant, Michele; Isaac Rowe Subject: RE: 415 Winter Street, North Andover Ben (w copy to Michele Grant at the NA Health Department), Upon completion of the review of the initial design plan it became apparent that there was some unease about one aspect. We had asked about the prudence of replacing the soil absorption system in its current location and the reply you provided lacked specificity. We did not raise this further in our most recent review letter as the reply seems technically correct. However, it is quite likely that during the course of review of this application at the Board of Health meeting the same question might come up. I am writing to provide you advance notice of this. A review of your design plan and of town maps indicates the front right corner of the lot might have suitable area for a soil absorption system, it also might be as close, if not closer, to wetland resource areas. We are writing to encourage you to perform some preliminary research in advance of the meeting and be prepared to explain the merits of the currently proposed location of the soil absorption system versus other areas on the site. I hope you find this information useful as it is solely being provided to you in the interest of helping to advance this project and to also best protect the public health in North Andover. If I can assist with anything please do not hesitate to inquire. 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(@millriverconsultine.com www.milIriverconsuIting.com From: Benjamin Osgood [mailto:bosgoodpe@gmail.com] Sent: Tuesday, August 18, 2015 5:57 AM To: healthdept@townofnorthandover.com; Isaac Rowe Subject: 415 Winter Street, North Andover Michelle, Attached is a PDF copy of the plan for Winter Street. If you need anything else please let me know. I - — --- -Y —, uva v, i icann. timer corms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. Form K is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming septic system with a design flow of less than 10,000 gpd, where full compliance, as defined in 310 CMR 15.404(1), is not feasible. System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410 through 15.415. NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved capacity of an on-site system constructed in accordance with either the 1978 Code or 310 CMR 15.000. Important: When filling out forms on the computer, use A. Facility Information 1. Facility Name and Address: 2 AJ G y . 612, i,�� only the tab key Name to move your cursor - do not t i ti-° ► 12 .41 E use the return Street Address key. __/ld�Ti-f �^•'.�1�� /Yi�j- �Yr�'�S Cityfrown State Zip Code 2. Owner Name and Address (if different from above): /raj I I -�4 S ,&A r- ... jk5 Name Street Address City/Town State "�•� Zip Code Telephone Number 5 2015 3. Type of Facility (check all that apply): TOWN OF NORTH Residential ❑ Institutional ❑ Commercial DO HEALTH DEPAR MENTER ❑ School 4. Describe Facility: Xlsi/AJ ic�ZC.Y DytrLl�� 5. Type of Existing System: ❑ Privy ❑ Cesspool(s) Qk Conventional ❑ Other (describe below): 6. Type of soil absorption system (trenches, chambers, leach field, pits, etc): ,I^ Qk K mat EC- 0 t5form9a.doc - rev. 7106 Application for Local Upgrade Approval* Page 1 of 4 �• ......r ,.., uoc uy IUL dl oudi us ui r1eann. utner Corms maybe used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. A. racuity Intormatlon (continued) 7. Design Flow per 310 CMR 15.203: Design flow of existing system: Design flow of proposed upgraded system Design flow of facility: o. rroposea upgrade of System 1. Proposed upgrade is (check one): spa _,;7 &P7 gpd . S:.s�o Com• P r� Qad M Voluntary ❑ Required by order, letter, etc. (attach copy) ❑ Required following inspection pursuant to 310 CMR 15.301: date of inspection 2. Describe the proposed upgrade to the system: P 1 r�G i �v S'Eb�•'� Z c7 5 Q t-- � _ LIy S' i 2C` 7b '7-,4 C_ As G Xr5 Tr rV 6- 3. - 3. Local Upgrade Approval is requested for (check all that apply): ❑ Reduction in setback(s) - describe reductions: ❑ Reduction in SAS area of up to 25%: SAS size, sq. ft. % reduction Reduction in separation between the SAS and high groundwater:. Separation reduction __J Percolation rate /D m n.1 min.finch Depth to groundwater 3 r ft. t5form9a.doc • rev. 7106 Application for Local Upgrade Approval, Page 2 of 4 - - ^- �• �w �y 4�1 wvatua vi neajui. vuier corms may be uses, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. B. Proposed Upgrade of System (continued) ❑ Relocation of water supply well (explain): ❑ Reduction of 12 -inch separation between inlet and outlet tees and high groundwater ❑ Use of only one deep hole in proposed disposal area ❑ Use of a sieve analysis as a substitute for a perc test ❑ Other requirements of 310 CMR 15.000 that cannot be met — describe and specify sections of the Code: If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the high groundwater elevation pursuant to 310 CMR 15.405(1)(h)(1). The soil evaluator must be a member or agent of the local approving authority. High groundwater evaluation determined by: Evaluator's Name (type or pm) Signature Date of evaluation i.J -:1 "Ad /t) O Rf II -0 C. Explanation Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be completed) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: �iC,C-/, 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: e'c's i 12 P/14DKi /e t5form9a.doc • rev. 7/06 Application for Local Upgrade Approval* Page 3 of 4 I. ULI ItV iurms may De used, but the information must be substantially the same as that provided�here Before using this form, check with your local Board of Health to determine the form they use. C. Explanation (continued) 3. A shared system is not feasible: /I/�.___.._�7�L'!�__� G' �4_,S (s _ l�✓t—�""9'N .__ t�t�1'�i C'�:�— I�/}y1cF� 4. Connection to a public sewer is not feasible: 0/;I6GG -e,/ Cis-'t1L 1 FCc'- 7 �/-"��¢'� � � w�JLlJ �� Cc:J-t %Gcj jZii c^ci✓/�tc°c! 5. The Application for Local Upgrade Approval must be accompanied by all of the following (check the appropriate boxes): M Application for Disposal System Construction Permit M Complete plans and specifications [R Site evaluation forms +3oW /(IJP❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines. Provide proof that affected abutters have been noted pursuant to 310 CMR 15.405(2). ❑ Other (List): D. Certification 1, the facility owner, certify under penalty of law that this document and all attachments, to the best of my knowledge and belief, are true, accurate, and complete. I am aware that there may be significant consequences for submitting false information, including, but not limited to, penalties or fine and/or imprisonment for deliberate violations," Facili y Owner's Sinatuurr Print Name ��.�ICrYYI C/3't9. Name Preparer I57 Bl v r zF" Preparer's address 1- O,u79 StateOP Code t5form9a.doc • rev. 7106 ,� Date y Date item City/Town Telephone Application for Local Upgrade Approval* Page 4 of 4 Town of North Andover °f No RTF qti Office of the Health Department } Community Development and Services Division 27 Charles Street �.93 °R�se° North Andover, Massachusetts 01845 SgCHUs� Sandra Starr Telephone (978) 688-9540 Health Director Fax (978) 688-9542 TOWN OF NORTH ANDOVER BOARD OF HEALTH CERTIFICATE OF COMPLIANCE DATE OF COMPLIANCE 11/05/2002 This is to certify that the individual components (), entire (X) subsurface disposal system constructed (), repaired (X), or upgraded ( ) by Dan Morgan at 415 Winter Street has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5), North Andover Board of Health septic system regulations, and the design plan approval #1183 dated March 28, 2002. The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. ,,4J7«,t Board of Health Inspector BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NURSE 688-9543 PLANNING 688-9535 f t 'TOWN OI~ NORTH ANDOVER SMVAGE DISPOSAL S),._T m I\tSTALL.A-rioN CERTII=ICATION 4 The unce:sismed liere,v_ ceruiv that the Sewage Disposal System i ! consuructed- (� repaired?: y by i2(-4AI located at 54e was installed in code-mance with the'No.-th Andover Board of Health a,zprovec plan, Svstem Design Pe::rit = , dated: :with an approved design flow of gallons per day The mater a:s;uses were in contormarc::�-*it`t those specinea oil the app'rovea plan; the system was installed in' accordar:ce %Alith the provisions of 31 10 CNER 15.000, Title 5 and local reatiations, and the anal grading aa.rees substantially «1th the approved plan. Ail :Cork is accurate, represented ;)c the As -built :which has been submitted to the Board c -Health. Bed inspection •nate: 23 oZ— Engineer R irLse :ati�e Final inspection date: : _ _L(d 0�-- E-ncir-ecr Represe2mi: •:e : nn Instal:er:c,✓ Date: /d �� o � Cesit_mn Engineer. ''J Date: 7 , RICFfARD G C. i ' i1 Sandra Starr Public Health Director April 1, 2002 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 Ben Osgood, Jr. New England Engineering Services, Inc. 60 Beechwood Drive North Andover, MA 01845 Re: 415 Winter Street Dear Mr. Osgood: Telephone (978) 688-9540 FAX (978) 688-9542 This is to i you at the proposed plans dated January 18, 2002 and revised 3/05/02 for the repair of the septic cyst at 415 Wint t treet, North Andover have been approved with the following variances: 1. Vertical offset/separation from the bottom of the SAS to groundwater, from 4' to 3'. 2. Distance of SAS to wetland, from 100' to 52'. 3. Use of 45 mil EPDM rubber membrane and segmental block retaining wall instead of poured concrete. The homeowner should be made aware that with the these variances, particularly variance number 1, no additional rooms may be added on to the dwelling until such time as the house is connected to a functioning sewer system. This design shows that the septic system is as large as it can be. If you have any questions, please call the office at 978-688-9540. Sincerely, Sandra Stan, RS., C.H.O. Public Health Director Cc: BOH Homeowner File NEW ENGLAND ENGINEERING SERVICES INC March 5, 2002 r Sandra Starr, Administrator H E�l�RD OF HEA'Ai i L.TH' North Andover Health Department � Town Hall Annex 27 Charles Street North Andover, MA 01845 j�._...�..._..._., _..,.1 Re: 415 Winter Street, North Andover, Septic system design t Dear Sandra: Enclosed are 5 sets of revised plans for the above referenced property. The issues noted in John Noonan's letter dated February 8, 2002 have been addressed as follows: 1. The retaining wall detail has been revised to specify a different block which can be built to heights of up to 5 feet. 2. The benchmark is shown on the plan view and noted in note # 8 as being a spike in the support post for the deck.. 3. Connecting the leach lines was noted in note #11 and in the profile.. 4. 40 Mill EPDM membrane has been used as an impervious barrier before and accepted by the town. Title 5 allows alternate materials so the membrane remains on the plan. 5. A note has been added to the plans in the profile area indicating the pipes from the distribution box shall be set level for the first 2 feet. If you have any questions regarding the information submitted, please do not hesitate to contact this office. Sincerely, g G d� Benjafnin C. Osgo d, Jr., EIT President 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 SEPTIC PLAN SUBMITTAL FORM LOCATION: 45' LAS % % e2 c Tree e. t NEW PLANS: YES REVISED PLANS: YES SITE EVALUATION FORMS INCLUDED: DATE: 31-11 O - $160.00/Plan $ 60.00/Plan YES NO DESIGN ENGINEER: e... r�,� C ►-t,, we �L� DATE TO CONSULTANT: When the submission is all in place, route to the Health Secretary. BOARD OF HEALTH NORTH ANDOVER, MA 01845 978-688-9540 f6l" d OF NORTH ANDD. V BOARD of HEALTH JUL a 62002 APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT 9 DATE:—�/�CURRENT INSTALLER'S LICENSE# LOCATION: Z/I.� LICENSED INSTALLER:_��,, % SIGNATURE:TELEPHONE# &L,5- CHECK ONE: ? 2_ �r q REPAIR: NEW CONSTRUCTION: IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS -BUILT. 160.00 Fee Attached? Project Manager Ob. Foundation As -Built? Floor Plans? Administrative Use Only Yes No Yes No Yes Yes No No Approval Date: INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction of the septic system for the property at Vj iNj!n S� relative to the application of dated for plans by dated with revisions dated I understand the following obligations for management of this project: and 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 manger, 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 Tile 5 and the Board of Health Regulations may result in. a $50:00 fine being levied against my company. a) Bottom of Bed - generally first inspection unless there is a retaining wall which should be done first. Installer must request the inspection but does not have to be present. b) Final inspection — Engineer must first do their inspection for elevations, ties, etc. As -built or verbal OK from engineer must be submitted to Board of Health, after- which installer calls for .inspection time. Installer must be present for this inspection. With 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. Does not have to be on site. 4. As the installer I understand that only I may perform the work (other than simple excavation) required to complete the installation of the system identified in the attached application for installation. I further understand that work by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the system, and/or revocation or suspension of my license to operate in the Town of North Andover, significant fines to all persons involved are also possible. 5. As the Installer I understand that I must be on site during the performance of the following construction steps: a) Determination that the proper elevation of the excavation has been reached. b) Inspection of the sand and stone to be used. C) Final inspection by Board of Health staff or consultant. d) Installation of tank, D -box, pipes, stone, vent, pump chamber, retaining wall and other components. 6. As the installer I understand that I am solely responsible for the installation of the system as per the approved plans. No instructions by the homeowner, general contractor, or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer Date: Disposal Works Construction Permit # SEPTIC PLAN SUBMITTAL FORM LOCATION: 1-J 457 OJ i vi T<A NEW PLANS: YES REVISED PLANS: YES $160.00/Plan $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: YES NO DATE: 31 DESIGN ENGINEER: W ew � a� �► r vie elZl v� DATE TO CONSULTANT: When the submission is all in place, route to the Health Secretary. TOWN OF NORTH ANDOVER HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 Sandra Starr Public Health Director April 1, 2002 Ben Osgood, Jr. New England Engineering Services, Inc. 60 Beechwood Drive North Andover, MA 01845 Re: 415 Winter Street Dear Mr. Osgood: Telephone (978) 688-9540 FAX (978) 688-9542 This is to notify you that the proposed plans dated January 18, 2002 and revised 3/05/02 for the repair of the septic system at 415 Winter Street, North Andover have been approved with the following variances: 1. Vertical offset/separation from the bottom of the SAS to groundwater, from 4' to 3'. 2. Distance of SAS to wetland, from 100' to 52'. 3. Use of 45 mil EPDM rubber membrane and segmental block retaining wall instead of poured concrete. The homeowner should be made aware that with the these variances, particularly variance number 1, no additional rooms may be added on to the dwelling until such time as the house is connected to a functioning sewer system. This design shows that the septic system is as large as it can be. If you have any questions, please call the office at 978-688-9540. Sincerely, Sandra Starr, RS., C.H.O. Public Health Director Cc: BOH Homeowner File DATE: ,o L 2 Z% a I BOARD OF HEALTH. NORTH ANDOVER, MA 01845 978-688-9540 APPLICATION FOR SOIL TESTS u JUN 212001 e � F MAP &PARCEL: I O q� LOCATION OF SOIL TESTS: #/5 w ,hrm STr,e e- Ir OWNER: int C4 (L ] e 6r, TEL. NO.: ADDRESS: ?'0- gaX 3yo? Qo�Lc�, , Nt-p o Lq/ `! ENGINEER: TEL. NO.: 9'7 656-/7&:9 CERTIFIED SOIL EVALUATOR: C , %ZG% C %. Intended Use of Land: Residential Subdivision Single Family Home Commercial Is This: Repair Testing: Undeveloped lot testing: In the Lake Cochichewick Watershed? Yes No FHE FULLUWING MUST BE INCLUDED WITH THIS FORM 1. Proof of land ownership (Tax bill, or letter from owner permitting test) 2. Plot plan & Location of Testing 3. Fee of $425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of $200.00 per lot for repairs or Lipp—rades. (If time is not critical, fee for repairs is $75.00) GENERAL INFORMATION 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and'Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testmgiv.��F NORTH ANDOVER/ 6. Within 45 days of testing, a scaled plan (no smaller than I"-100') shall be submitted_ lto=the'B_oard? . - of Health showing the location of all tests (including aborted tests). 1-- 1 7. Within 60 days of testing soil evaluation forms shall be submitted. JUL— 2 2001 ! Please Do Not Write Below This Line--- ---�- V- � N.A. Conservation Commission Approval: Date Received: Check Amount: bo Check Date: $ �, � , f � �, et��`< �� .:v, as {F * 4 "eS - • / � e bifik G+T , n `- �� :3f S' r}?i,:t f s f �,�.� � ht d. �•f `) " ' )y � a •tE I ',• r t � Y L fs _ :% f �.. �� tii � ��t � 9h r �+.� �-r5, CL '.i y `t` aic 4 x~ y�bSi 8 i Y.. � F~'.f - � J,-, N,i of o ` GS o, oo I `�` �„��5�S� _ 4SKA t EW A. Lo -r4, -cam 6 ,0 9 �: SF V4 U-01 6” v� 9p /9 FORM 11 SOIL EVALUATOR FORIM Page I of 3 No. Dater Commonwealth of Massachusetts Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed BY: .. ... ....... ..... .... ate: ... .................................. ..... .. Witnessed By: ........... . .................................... I ............................................................ Location Address or 41--3— Owtv's Namc, Lot 1 Addrcs "t" • Tc qhm: I New Construction' El Repair El Office Review A Published Soil Survey Available: No El Yes K FORM 11 SOIL EVALUATOR FORIM Page I of 3 No. Dater Commonwealth of Massachusetts Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed BY: .. ... ....... ..... .... ate: ... .................................. ..... .. Witnessed By: ........... . .................................... I ............................................................ Location Address or 41--3— Owtv's Namc, Lot 1 Addrcs "t" • Tc qhm: I New Construction' El Repair El Office Review Published Soil Survey Available: No El Yes K Year Published I�Wl ............ I Publication Scale 4 Soil Map Unit Drainage Class 4� ............... Soil Limitations .... ........ ....... Surficial Geologic Report Available: No Z Yes, ❑ Year Published Publication Scale GeologicMaterial (Map Unit) .................................. ............................................................................. .. ..... . ... ....... . Landform.................................................................................................................................. ........................... ...... .. Flood Insurance Rate Map: Above 500 year flood bouQdary No OYes Within 500 year flood boundary No 0Yes ❑ Within 100 year flood boundary No E]Yes 0 Wetland Area: National Wetland Inventory Map (map unit) ................... ............ ....... ........... ........ ................ Wetlands Conservancy Program Map (map unit) .................. .... ......................................................... .... .. Current Water Reso . urce Conditions (.USGS): Month/4`' Range :Above Normal [INO'rmal INBelci,i 'Normal ❑ Other References Reviewed: DEP APPROVED FORM - 12/07/9*5 FORM 11 - SOIL EVALUATOR hORn1 Page 2 of 3 Location Address or Lot fro. �� > .N_� c� On-site Review Deep Hole Number .: r.: Date:./�� Time ©— _ ��'�T o Weathe Location (ide y on site plan) Land Use ::::5/.TL Slope (%) Surface Stones Vegetation :....�/C!..:... Landform .. .....: Position on landscape (sketch on the back) Distances from: Open Water Bodyfeet Drainage way/ feet Possible Wet Area feet Property Line 2'. feet Drinking Water Welly/...;5�_` feet Other.::.. DEEP OBSERVATION HOLE LOG` Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Consistency, % _ Gravel) sPY yG� *MINIMUM OF Z HULLb HtUUIKtU AI tVtMT rnuruatu uiarVOAL nr-M Parent Material (geologic) �C ��l%L _ �"T' Dep to Bedrock: '— Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: DEP APPROVED FOR>\1 • 12/07/95 �'� / _4 ,i FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. On-site Review e Deep Hole Number ... :: Date:.. .... � Time '�.:Z� Weather . Location (identify on site plan) ✓ r ;��6f�� - Land Use Slope (%) ....:� Surface Stones . . Vegetation l%D I dform a _ Position on landscape (sketch on the back)LO�E' Distances from: Open Water Body 13�57 feet Drainage way �... feet Possible Wet Area l/.. feet Property Line . ,: feet Drinking Water Well. feet Other DEEP OBSERVATION HOLE LOCA` Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Consistency, % Gravel) r :044, MINIMUM OF 2 HOL/ES KLUUIHtU AI tvthT rrmu,{r�ww vi Parent Material (geologic) Depth to Groundwater: Standing Water in the Hole: Estimated Seasonal High Ground Water: 51!57 r n cry thtoBedrock: Weeping from Pit Face: /�� _ kiDEP APPROVED FORD► • 12/07/95 C �� 7//,vC/ FORM 11 - SOIL LVALUATOR FORM Page 3 of 3 /nl� ��'� /110, i��/Tz: Location Address or Lot No. S i Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in `observation hole ................... inches El Depth weeping from: side of observation hole. inches Q Depth to soi1.mottles :: :. inches ❑ Ground water adjustment ..... :,:.feet # Index Well Number ............. Reading Date ::;::.............. Index well level ................... Adjustment factor ................... Adjusted ground water level ........................................................ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in el areas observed throughout the area proposed for the soil absorption system? ` If not, what is the depth.of naturally occurring .pervious material? Certification I certify that on q ''(date) .I have ppassed 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 15.017..: Date Signature A0 / FORM 11 - SOIL EVALUATOR FORA Page 2 of 3 4I Location Address or Lot No. �7i0 OZO On-site Review Deep Hole Number Date:. j /a Time: y 5 Location (identify on site plan) Land Use X07< 4q Slope M Surface Stones Vegetation A —,'4 J Landform 'q or ✓ '42 Position on landscape (sketch on the back) Distances from: Open Water Body `%! feet Possible Wet Area / 44 feet Drinking Water Well 7-4�,�feet Drainage way >09 feet Property Line 1,V/. --feet Other Weather /-4//:71�/y 'zllwxvo DEEP OBSERVATION HOLE LOG* Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Consistency, % Gravel) 6-13 Ar e 40=v ovsr & t� POS k1 Parent Material (geologic) ze,44 77A-/-- Depltxo8edrock: > Q Depth to Groundwater: Standing Water in the Hole: 0AJ00 N,y Weeping from Pit Face4-"-#'V0 0'vW T Estimated Seasonal High Ground Water: Ta _ I DEP APPROVED FORM - 12107195 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. /'V V ds—m_ On-site Review Deep Hole Number �" Date:. IT/ Time: / ' n Weather . hl Location (identify on site plan) Land Use y A -VC— Slope M Surface Stones Vegetation OOZ4- 5 S Landform 'gorvs"x "I tl.., Position on landscape (sketch on the back) Distances from: Open Water Body 2/4 "feet Drainage way feet Possible Wet Area J00 �- feet Property Line feet Drinking Water Well .. V'M/ Meet Other DEEP OBSERVATION HOLE LOG* Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other ►Structure, Stones, Boulders, Consistency, % Gravel) 0-/0 A i®me 4. 3 j �/q \J �^�jJi�If/fVfw 2 �J'YPf6a,�� 17 P17 ' MINIMUM OF 1 HULLb KWUMLL) A I tvtnT rnuruocu wiQry Parent Material (geologic) 4 &A A o44— q'f 44—_ Depth to Groundwater: Standing Water in the Hole: ova^$ f0 Estimated Seasonal High Ground Water: laDEP APPROVED FORM - 12/07/95 yAL AKLA i oepthtoBedrock: > P ! ! Weeping from Pit Face: K-- "a N r ` 14`x" lvQ ;pyo' I FOR,17 12 - PERCOLATION TEST 4) S 4v� 0'j7-brc -J>; Location Address or Lot No. /V , pyo COMMONWEALTH OF MASSACHUSETTS tv - A -No ° J t'7t- , Massachusetts Percolation Test' Date: Observation Hole #t� f Depth of Perc Start Pre-soak End Pre-soak Time at 12" 10 A Time at 9" Time at 6" / Time (9"-6") Rate Min./Inch ' 0 ,a,•� Time% 940 6c' Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed 2. Site Failed ❑ ..........................................................._._................_. Performed By: /�'i i P 77,vy 4-c Witnessed By: �,/, �,,. , a p ^..) 09_,x,,, Comments: otr DEP APPROVED FORAM - 12/0719S J w E 8 i �E 0