Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Miscellaneous - 11 PURITAN AVENUE 4/30/2018 (2)
11 PURITAN AVENUE _ 210/107.6-0132-0000.0 \ s sl /2*40M/ O0004, Kc i • S�q'fL�D 7�6 'z PUBLIC HEALTH DEPARTMENT �O Town of North Andover Community and Economic Development Division CERTIFICATE OF ° � COMPLIANCE As of: October 19, 2017 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: New Construction of On-Site Sewage Disposal System By: James Kellett At: I I Puritan Avenue Map 107 Lot 132 �r North Andover, MA 01845 The Issuance of this,certificate shall not be construed as a guarantee that the system will function satisfactorily. Michele E. Grant Public Health Inspector 120 Main St.,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.9542 Web www.northandoverma.gov V PUBLIC HEALTH DEPARTMENT Community&Economic Development 1 TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System(constructed;( )repaired; By: "'Y/ e a �/7 /Aeer (Print Nam Located at: // �U/,/ T ./I (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated 8- 3-A o / 7-and last revised ony " v " c2Q ,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. f Bottom of Bed Inspection Date:SE . 2?2017 J) / Engineer Representative(Signature) CSU 3'd�JJ'1 i��`�'SC�N And—Print Name Final Construction Inspection Date:-119--13,291 ` � Engineer Representative Ignature) C�atlJ�Jcin �06eno'o And—Print Name Installer. L (Signature) Date: (� And—Print Name Engineer: ` (Signature) Date: toil n y - cte e - And—Print Name 120 Main Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.9542 Web http://www.northandoverma.gov } 4 sw6j Commonwealth of Massach6Map-Block-Lot 107.60132 P BOARD OF HEAL �^� 1 Permit No North Andoverv li' BHP-2017-0550 ----------------------- P.I. FEE F.I. $350.00 DISPOSAL WORKS CONSTRUCTION PF.,_MM r,-C Permission is hereby granted James_Kellett ' -------------------------------------------- - to(Construct)an Individual Sewage Disposal System. at No 11 PURITAN AVENUE as shown on the application for Disposal Works Construction Permit No. BHP-20177055 ated Se ----b 12 17 Issued On: Sep-12-2017 BOA OF HEALTH • •� � Application for Septic Disposal System 9 Construction Permit — TOWN OF TODAY'S DATE NORTH ANDOVER, MA 01845 $ -Full Repair $1775.5.00 00-Component Important: Application is hereby made for a permit to: ® When filling out El construct a new on-site sewage disposal system* RECEIVED ED forms on the computer,use Repair or replace an existing on-site sewage disposal system* only the tab key SEP 2 2�� to move your El or replace an existing system component—What? cursor-do not use the return A. Facility Information TOWN OF NORTH ANDOVER key. )/ A .- Yw- Alp-- HEALTH DEPARTMENT Address or Lot# lab City/Town 2.-*TYPE OF SEPTIC SYSTEM*: ➢ ❑ Pump >QGravity(choose one) ***If pump stem, atta h copy of electrical permit to application*** ➢ A.Fonventional 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.-- - - ➢ ElDoes the system require an effluent filter? Yes X 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 [ Name 11 Address(if different from above) M, A nil oy�ri �,+4 City/Town State Zip Code Email address Telephone Number 3. Installer Information Name Name of Company Ad dr zs n^r"'Ig 0/d7410 City[T�n State Zip Code Telephone Number(Cell Phone#if possible please) 4. Designer Information�G�;-iii !'a4i e_< t Acus `,� 6✓�'7�,5 ��r' /2 rh Name f Name of Company Addr,pss Wilt 4FA A?A City/Town State Zip Code el - Tse01' 5-6' Telephone Number(Best#to Reach) Application for Disposal System Construction Permit•Page 1 of 2 Jar). •� � Application for Septic Disposal System Sepj. a, Construction Permit - TOWN OF TODA 'S DATE ' $350.00-Full Repair NORTH ANDOVER, MA 01845 $175.00-Component PAGE 2OF2 A. Facility Information continued.... 5. Type of Building:-WResidential Dwelling or❑Commercial B. Agreement The undersigned agrees to ensure the construction and maintenance of the afore-described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of North Andover. I understand that until a final Certificate of Compliance has been issued by this7 of Health, the inst led ystem is not approved. Na Date Applicatio ppro y: (Board of Health Representative) / << 1 Namel,V Date Ap cation Disapproved for the following reasons: For Office Use Only: 1. Fee Attached? Yes �/ No 2. Project Manager Obligation Form Attached? Yes No 3. Pump Sys ? Ifso,Attach copy ofElectrical Permit Yes No Applicantreceived copy of "Electrical Inspection Notes for Septic Systems" Yes No Handout? 4. Reviewed approvalletter, all paperwork received. Yes No Missing. 5. Foundation As-Built?(new construction only): Yes No (Same scale as approved plan) G. 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: (Address of septic system) For plans by � (Engineer) Relative to the application of �g � 7/ (Installer's name) And dated a� 3, � riglna ate Dated (Today s ate) With revisions dated (Last revised date) I understand the following obligations for management of this project: 1. As the installer,I am obligated to obtain all permits and Board of Health approved plans 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 allinspections. 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@northandoverma.gov) from the engineer must be submitted to the Board of Health, after which installer calls for an inspection time. Installer must be present for this inspection. With a pump system, all electrical work must be ready and able to cause pump to work and alarm to function. c. Final Grade—Installer must request inspection when all grading is complete. Installer does not have to be on-site. 4. As the installer, I understand that only I may perform the work (other than simple excavation) nd 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. Filial inspection by Board ofLlealth 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: ?/J ZJ '2 (Today's Date) (Name—Print) ( _ igne r NORTH V 0 U / Town of North Andover HEALTH DEPARTMENT SACMUSt CHECK#: 3M M _ DATE: 9 LOCATION: // 14OU/`� TC/� H/O NAME: _Ze Xr[)� o CONTRACTOR NAME: / - Ile,T T Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service-Type. $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal(Septic)Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SE TICS stems: Septic-Soil Testing $ ❑ Septic-Design Approval $ )( Septic Disposal Works Construction(DWC) $ 3 Sd - ❑ Septic Disposal Works Installers(DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report $ ❑ Other:(Indicate) $ le:AD H&atkAgent Initials White-Applicant Yellow-Health Pink-Treasurer r r J 1 North Andover Health Department p %C0 Community and Economic Development Division August 24, 2017 Alexander and Joanne Lebruto 11 Puritan Ave North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for 11 Puritan Ave (Map 107,Lot 132) To Whom It May Concern: The proposed wastewater system design plan for the above site dated August 3, 2017 and received on August 8, 2017 has been approved. The design has been approved for use in the installation of two new gravity leaching trenches that are to be located in the area designated as the reserve area when the system was originally constructed. This design plan approval is valid until August 24, 2020. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. This approval is also subject to the following conditions: 1. Prior to the issuance of the Disposal Works Construction Permit,the applicant must submit two (2) full size sets of plans to this office. 2. The Distribution Box shall be H-20 loading per local regulations. 3. Prior to the installation of the trenches, the installer must contact the designer and Health Department to schedule an inspection to complete the following: A. Establish a benchmark for the repair project; B. Determine the existing, beginning and end elevations of the existing trenches; C. Determine the beginning and end elevations of the trenches to be installed. Page 1 of 2 North Andover Health Department Town Hall, 120 Main Street North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688. 9542 r r t 11 Puritan Ave August 24, 2017 4. 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)). 5. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Since ly, Tian J. LaGrasse, CEHT Director of Public Health Encl. Installers list cc: Hayes Engineering, Inc. 603 Salem Street, Wakefield, MA 01880 File Page 2 of 2 North Andover Health Department Town Hall, 120 Main Street North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688. 9542 +rr North Andover Health Department [ommunity and Economic Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 11 Puritan Ave MAP: 107 LOT: 0132 INSTALLER: James Kellett DESIGNER: Hayes Engineering — Gordie Rogerson PLAN DATE: August 3, 2017 BOH APPROVAL DATE ON PLAN: August 24, 2017 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 9/29/2017 DATE OF FINAL GRADE INSPECTION:10/12/2017 SITE CONDITIONS ® Contractor reports any changes to design plan N/A Existing septic tank properly abandoned N/A Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: Existing leach trenches to remain in use SEPTIC TANK ❑ Building sewer in continuous grade, on compacted firm base ❑ 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 ❑ Outlet tee installed, centered under access port (gas baffle/effluent filter) ❑ inch cover to within 6" of finish grade installed over one access port ❑ Hydraulic cement around inlet & outlet Comments: Existing Septic tank to remain in use PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ 1500 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 ❑ cover at final grade installed over pump access port ❑ Water tightness of tank has been achieved by testing ❑ Hydraulic cement around inlet & outlet Comments: CONTROL PANEL ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: basement ❑ Alarm signal located inside: basement Comments: DISTRIBUTION-BOX ® Installed on stable stone base ® H-20 D-Box N/A Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ® Speed levelers provided (not required) ® Schedule 40 PVC Pipe Comments: New D-Box Installed SOIL ABSORPTION SYSTEM (General) ® Bottom of SAS excavated down to C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan N/A 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: Sludge in the existing (2) leach trenches have been removed and remain in use. (2) new additional leach trenches have been installed in the original reserve area and are also in use. There are currently (4) leach trenches being used for the existing dwelling The new leach trenches were set at the same elevation as the existing leach trenches which are about 0.09-0.15" low compared to the design plan elevation. SOIL ABSORPTION SYSTEM (Gravel-less Chambers) ❑ Brand and Model of Chamber: Standard Quick 4 Infiltrator Chambers ❑ Number of chambers per row: ❑ Number of rows (trenches): Comments: Total Chambers = FINAL GRADE ® Loamed ® Seeded ® Cover per plan Comments: DOCUMENTS NEEDED ® Certification of Installation Form submitted By engineer and signed and dated by Engineer and installer ® As-Built Plan BM = HR = HI = SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Benchmark Building Sewer OUT Septic Tank IN Septic Tank OUT Pump Chamber IN Pump Chamber OUT Distribution Box IN Distribution Box OUT Lateral 1 TOP Lateral 1 INVERT Lateral 2 TOP Lateral 2 INVERT Lateral 3 TOP Lateral 3 INVERT Lateral 4 TOP Lateral 4 INVERT Lateral 5 TOP Lateral 5 INVERT Lateral 6 TOP Lateral 6 INVERT Top of Chamber Bottom of Bed/Chamber SKETCH PLAN BM = 170.04 H R = 5.37 Hl = 175.41 SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Benchmark Building Sewer OUT Septic Tank IN ---- Septic Tank OUT 6.22 168.64 ---- Distribution Box IN 6.50 168.56 168.58 Distribution Box OUT 6.66 168.40 168.41 Lateral 1 TOP 6.83 / 7.10 168.23 / 167.96 168.32 / 168.08 Lateral 1 INVERT Lateral 2 TOP 6.83 / 7.13 168.23 / 167.93 168.32 / 168.08 Lateral 2 INVERT Lateral 3 TOP 6.83 / 7.13 168.23 / 167.93 168.32 / 168.08 Lateral 3 INVERT Lateral 4 TOP 6.83 / 7.13 168.23 / 167.93 168.32 / 168.08 Bottom of Trench 9.25 166.2 166.3 4 CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank SAS Sewer ® Property line 10 10 -- ® Cellar wall 10 20 -- ® Inground pool 10 20 -- ® Slab foundation 10 10 -- ® Deck, on footings, etc 5 10 -- Waterline 10 10 101 ® Private drinking well 75 1002 50 ® Irrigation well 75 100 ® Surface Water 25 50 ® Bordering Vegetated Wetland , Salt Marsh, Inland/Coastal Banka 75 100 ® Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ® Trib. to surface water supply 325 325 ® Public well 400 400 ® Interim Wellhead Prot. Area ® Reservoirs 400 400 ® 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 j r Y , TOWN OF NORTH ANDOVER Community &Economic Development HEALTH DEPARTMENT 120 Main Street NORTH ANDOVER, MASSACHUSETTS 01845 / 978.688.9540—Phone � 978.688.9542—FAX �J E-MAIL:healthdept@northandoverma.gov SEPTIC AN SUBMITTAL WEBSITE:http://www.northandoverma.gov FORM RECEIVED ASG 102017 Date of Submission:_. r ' � ; Q � �1 IOVOOFAND0VER Site Location: I I U r ; is Y) 0 V Q 11 In I ' i Engineer:_ 6:a r A.D h � a 9i Q Y S o r\ New Plans? Yes ✓ $275/Plan Check# t}3 (includes Is'submission and one re- review only) Revised Plans?Yes $125/Plan Check# Site Evaluation Forms Included? Yes No " Local Upgrade Form Included? Yes No Telephone#: 1!21 9 y — O 6 rQ i ax#: — q_t E-mail: Q t3 e E Homeowner `- Name:_ 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 if X78 - 771- 082_V c e-11 7978 j t MOR71 �M ? O Town of North Andover f`+�'• '� HEALTH DEPARTMENT ,sS1CMUstt CHECK#: JD2 DATE: LOCATION: // r? 4kL H/O NAME: Ze A tnu j CONTRACTOR NAME: !.c Goy Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service-Type: $ ❑ FuneraI Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal(Septic)Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPTIC Systems: ❑ Septic-Soil Testing a� P $ Septic-Design Approval Septic Disposal Works ConlU�n $ �S— (DWC) $ ❑ Septic Disposal Works Installers(DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report $ ❑ Other. (Indicate) $ Hea ent Initials White-Applicant Yellow-Health Pink-Treasurer 8/21/2017 Town of North Andover Mail-RE: 11 Puritan Ave.-Septic System I�0 YG'NbOVER Massachu 0 ,,.. Toni Wolfenden <twolfenden@northandoverma.gov> RE: 11 Puritan Ave. - Septic System 1 message Isaac Rowe<irowe@millriverconsulting.com> Fri, Aug 18, 2017 at 1:34 PM To: Brian LaGrasse <blagrasse@northandoverma.gov> Cc: Toni Wolfenden <twolfenden@northandoverma.gov>, Michele Grant<mgrant@northandoverma.gov>, Pam Lally <plally@millriverconsulting.com>, Isaac Rowe <irowe@millriverconsulting.com> Brian, I have reviewed the repair design plan and I would recommend approval with the following conditions: 1.The distribution box shall be H-20 loading per North Andover septic system regulations. 2. Prior to installation of the trenches the Installer shall contact the Designer and the Board of Health Agent to schedule an inspection to do the following: A. Establish a benchmark for the repair project B. Determine the existing beginning and end elevations of the existing trenches C. Determine the proposed beginning and end elevations of the new trenches to be installed Let me know if you have any questions. Pam - Please invoice BOH for a plan revision fee for this project. Thanks, Isaac Rowe Project Manager '%9 MILL RIVER CONSULTING t.rraliNC 5)h1d oto.fbr Und 1 vc IHtx171C`YSt hftps:Hmail.google.com/mail/u/0/?ui=2&ik=aOc6f4e4cf&jsver-RKK5Ah87d4U.en.&view=pt&search=inbox&th=15df6698893lf9gf&siml=15df6698893lf9gf 1/6 8/21/2017 Town of North Andover Mail-RE: 11 Puritan Ave.-Septic System 6 Sargent Street Gloucester, MA 01930-2719 Phone:978-282-0014 ext.804 www.miliriverconsulting.com From: Brian LaGrasse [mai Ito:blagrasse@northandoverma.gov] Sent: Wednesday, August 09, 2017 8:01 AM To: Isaac Rowe Subject: Re: 11 Puritan Ave. - Septic System yes you can review this plan. they need to repair their field. either way works for us, either reserve area or replace the primary in the same location. whichever way you think would be better, cheaper or the easiest? On Tue, Aug 8, 2017 at 5:07 PM, Isaac Rowe<irowe@millriverconsulting.com>wrote: No I have not seen many reserve areas used lately just that one that we designed the repair for in Gloucester. I think the main objectives would be to remove any unsuitable material and replace it with sand and keep the new field at the same elevation as the existing. In field now but do you want us to review this plan? Thanks, Isaac Sent from my iPhone On Aug 8, 2017, at 12:23 PM, Brian LaGrasse <blagrasse@northandoverma.gov>wrote: Hi Isaac, here is what I got for the system I asked you about last week regarding using the reserve area. Have you seen a lot of reserves being used lately and what kinds of issues do these run into? You mentioned one where they couldn't use it because the primary destroyed it as well but what other issues have you seen? Would you ever require any type of inspection prior to construction to make sure the reserve is still viable? Thoughts? ---------- Forwarded message---------- From: Lebruto, Joanne <joanne.lebruto@bnymellon.com> Date: Tue, Aug 8, 2017 at 11:49 AM Subject: FW: 11 Puritan Ave. -Septic System To: "Brian LaGrasse (blagrasse@northandoverma.gov)" <blagrasse@northandoverma.gov> https://mail.google.com/mail/u/0/?ui=2&ik=aOc6f4e4cf&jsver=RKK5Ah87d4U.en.&view=pt&search=inbox&th=15df66988931f99f&siml=15df66988931f99f 2/6 8/21/2017 Town of North Andover Mail-RE: 11 Puritan Ave.-Septic System r From: Lebruto, Joanne Sent: Tuesday, August 08, 2017 11:43 AM To: 'Brian LaGrasse' Cc: 'W. Gordon Rogerson'; 'alebruto@comcast.net' Subject: RE: 11 Puritan Ave. - Septic System Brian, I just realized that I had not included the Plan—please see attached. Thank you. From: Lebruto, Joanne Sent: Monday, August 07, 2017 12:49 PM To: 'Brian LaGrasse' Cc: 'W. Gordon Rogerson'; 'alebruto@comcast.net' Subject: RE: 11 Puritan Ave. - Septic System Importance: High Hi Brian, Attached is the proposed Sanitary Disposal System Plan Upgrade for 11 Puritan Ave., prepared by Gordon Rogerson at Hayes Engineering( I have cc'd Gordie in this email). Before I bring the 24"x36"version of this to you,can you kindly review and provide any questions/comments? I did phone you today(Monday Aug. 7)to let you know this email was coming to you. will follow-up with you on Tuesday,Aug. 8th If you have any questions on the attached, please reach out to Gordie directly. He can be reached at Hayes Engineering: 781-246-2800 or his cell phone: 781-953-0186 If you have questions for me please call my cell phone. Thank you, Joanne Lebruto 978-771-0824(cell) From: Lebruto, Joanne Sent: Thursday, July 27, 2017 10:57 AM To: 'Brian LaGrasse'; alebruto@comcast.net Subject: 11 Puritan Ave. - S Septic stem p Y Importance: High https://mail.google.com/mail/u/0/?ui=2&ik=aOc6f4e4cf&jsver=RKK5Ah87d4U.en.&view=pt&search=inbox&th=15df66988931f99f&siml=15df66988931f99f 3/6 8/21/2017 Town of North Andover Mail-RE: 11 Puritan Ave.-Septic System Hi Brian, It was nice talking to you;as we discussed attached are the design plans for our septic system as built in 1997. Please confirm if we are able to use the reserve area that is shown on the design plan. As you mentioned, I am hoping you can come back with an answer for us early next week. Thank you for your help, Joanne Lebruto 978-771-0824 (cell—best number to reach me) 978-691-2770 (home-alternate) From: Brian LaGrasse [mailto:blagrasse@northandoverma.gov] Sent: Thursday, July 27, 2017 10:54 AM To: Lebruto, Joanne; alebruto@comcast.net Subject: test hi Brian J. LaGrasse, CEHT Director of Public Health Town of North Andover 120 Main Street North Andover, MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email blagrasse@northandoverma.gov Web www.northandoverma.gov <ima e001. > All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the Massachusetts Public Records Law. Visit us online at www.northandoverrna.gov. The information contained in this e-mail, and any attachment, is confidential and is intended solely for the use of the intended recipient. Access, copying or re-use of the e-mail or any attachment, or any information contained therein, by any other person is not authorized. If you are not the intended recipient please return the e-mail to the sender and delete it from your computer. Although we attempt to sweep e-mail and attachments for viruses,we do not guarantee that either are virus-free and accept no liability for any https://mail.google.com/mail/u/0/?ui=2&ik=aOc6f4e4cf&jsver=RKK5Ah87d4U.en.&view=pt&search=inbox&th=l5df66988931f99f&siml=15df66988931f99f 4/6 8/21/20174 Town of North Andover Mail-RE: 11 Puritan Ave.-Septic System damage sustained as a result of viruses. Please refer to http://disclaimer.bnymellon.com/eu.htm for certain disclosures relating to European legal entities. Brian J. LaGrasse, CEHT Director of Public Health Town of North Andover 120 Main Street North Andover, MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email blagrasse@northandoverma.gov Web www.northandoverma.gov 1 All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the Massachusetts Public Records Law. Visit us online at www.northandoverFna.gov. <S#11 Puritan lot12-PLAN.PDF> Brian J. LaGrasse, CEHT Director of Public Health Town of North Andover 120 Main Street North Andover, MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email blagrasse@northandoverma.gov Web www.northandoverma.gov https:Hmail.google.com/mail/u/0/?ui=2&ik=aOc6f4e4cf&jsver—RKK5Ah87d4U.en.&view=pt&search=inbox&th=l5df66988931f99f&siml=15df66988931f99f 5/6 8/21/2017 Town of North Andover Mail-RE: 11 Puritan Ave.-Septic System r. 1 All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the Massachusetts Public Records Law. Visit us online at www.northandoverma.gov. https://mail.google.com/mail/u/0/?ui=2&ik=aOc6f4e4cf&jsver-RKK5Ah87d4U.en.&view=pt&search=inbox&th=l5df66988931f99f&siml=15df66988931f99f 6/6 Tovyii of North Andover — Se tic System - AS-BUILT CHECKLIST 1) Al1 changes to the design plan have been reflected and noted on the as-built plan 2) 's-built plan has a suitable scale; (1 inch= 40 feet or fewer for plot plans) 3) Street Address,Assessor's Map and Lot Number 4) t Lines and Location of Dwellings served by the system :�� 5) cations,Elevations and Dimensions of As-built system components,including reserve (if applicable) 6) Ties to all tank openings,d-box,and leach area from dwelling or Permanent Structure Setback distances are shown on the as-built plan from system components to: Iubsurface,interceptor&foundation drains Catch basins 1 Property lines wellings or other structures Private water supply or irrigation wells Watercourses or wetlands 8) cations of Wells,Drains,Wetland Resource Areas within 150 feet of system 9) cation of water,gas,electric lines,cable,control panel (if applicable) 10) cation of Structures within 6 Inches of Finished Grade 11) 'ginal Stamp&Signature 12) cation and holder of any easements which could impact the system 13) pervious Areas;Driveways,etc 14� North Arrow 15) location&Elevation of Benchmark used 7 16) STATEMENT ON PLAN (NA 5.3) a. "I certify the locations, elevations, ties,cover material;exposed component covers etc., shown on this as-built substantially agree with the approved plan and have determined that the break out elevations,if applicable,ha ve been met." Signature of Designer Date b. "If a STUCTURAL WALL IS PRESENT W 4.9)a Letter or statement on the as-built indicating the wall- was, or was not,constructed in accordance with the intended design and any manufacturer's specifications." Signature of Designer Date As of:Tuesday,March 17,2015 AS BU/LT SYSTEM T/ES _ LEGEND OF SYMBOLS & ABBREVIATIONS: Prepared For: 2 100.0 EXIST.SPOT ELEVATION TEST HOLE A-C=31.2' S-C=625' G-C=79.6' _��_ cnNlouR A-D=71.3' S-D=69.7' G-D=34.9' ,-.•Dp,N_ 10-.•qA olmeT A-E=76.3' S-F=823' G-E=37.2' -s {- ®® P�"c'PE sr" 1._s. loo. PROP.spot ELEVATIONS ® DRAIN wwnrnE 0 2 77739 NI F A-F==41.6' x-F=76.1" C-F=80.4' r o.c. �_ .'.__ _� •coHrours ® BASIN j Y /71.78 AG BU/LDEAS, /NG .... ._ CATCH /-•---._.-.-•-._.---•------ _- /17.77 60 BEFCHW000 DRNE PIAN NEW 2• PROP.WATER SUPPLY UNE WATER SUPPLY o c o ! NO.ANDOVER Mi C.• /AN=168.32 D/ST. BOX Z /1136 M 707-L150 SECTION VIEW WELL u D. 1"=168.07 /AN=768.58(/N) PRECAST 10 OUTLET DISTRIBUTION BOX a" PROP.INSPECTION Po:r/wNITONNc WELL a 'o�� i -yT6- _ /NV=168. 1 F /NV 158.32 _ TOP SPINDLE HYDRANT'AT CIRCLE. ELEV. 175.75 4! NOT To scNE BENCHMARK REFERENCE DATUM: f rm omwarron sorts (1140 ! ,s4.e 'y'D fllx5 .,oncro.cros mw ro come,s ac ne;»soar. ro1ES ,.s,E/.COuORlIE nrr,Ha B-s®B a,setA oX]vHENr onoducr a s,eslrmrto. - ....., 1500 GALLON RIM OF CATCH BASIN AT CIRCLE.ELEV.-170.04' 2 Ca,OHiC..aao P4 WMN MDt ID MK 1 0FS4 CO,e9a,4,TIM],0 G/e,5.004 0rP l,nf s RFaa, � 31747 &KW._ SER77C TANK CONTRACTOR TO CHECK BETWEEN BENCH MARKS BEFORE INSTALLING TRENCHES O 4ty /.--- ]..ai /NV=168.90(OUTJ I ♦•♦ ctEARour w/Pwc sem:* \ Q•pip AT prc TEa a•scNw Prepared By: i ' q-rsAn `•`�77J4_ 4a E79aW wnH INSPEc PIC. z'or 1/e•-1/z• S'9� .......... W rABRIC / --. - _- - PVC (SEE FINISHED GRADE _ AV LOC �,. „x�•• scRm+ � N� /SHED PEASTDNE OR FILTER C�NUEL .......... �4Nw,LOPE Us FG'A $ I o serz7z3 ( ( '- • 1J? 4?,• <p 2sL fe /7742,i 5�T56•�. ,'',I,aur'• :\ � '�4`$A 4 xAn;AAL so4TPURT/AN E Y m ............ ` = ccc Lae. N EASEMLM q-rxxaz-=•,;>..1 _ ExurATlaN l _ r .��'t as. � --- AWAVE _ - - - 0 LOT 12 3 DD' w"z LI' _ 'J h •"At. st011E J' !' x �. J' s. i - ]. - - ,sv;•.: 24,050 S.F. _ m fir II LOT y -{ � �H wmn a ,675 S f ": ,Mat-tee sT.ae WALL ............... N U .... °?2> O 25R Lf Design By: gr �r ...... � � .•.... ---- •-.... � LEACHINGTRENCH neaked BY Pia CH DETAILDrawn By. gr NOTE: Project File: NOA-0084 /]•lGB1N /• m b, Comp.No: NOA19 �_rsyr c H TRENCHES TO BE INSTALLED AT SAME ELEVATIONS AS SHOWN r Permit ue o f nB'1EIG�r _ ON AS BUILT. u r e iew ,..•••'fir rrr ryt s'ar\ z 'N TO WITHIN 6 OF FINISH GRAD ti EAA%577NG 4 BEDROO R •: :,� ��� a INSTALL D ft5'IN OUTLET PIPES E. ❑Iss d F Pe 't ❑Iss ed For R ' REPLACE EXISTING DIST.BOX AND INSTALL RISER E • ❑Iss d F Bid ,r /14,,/b eeX_h / � LEVELERS" ❑Issued For Construction %tin ori ♦ _ __ i FOUND14n0H \ ', �� 66---- -�'• / LOT 11 INSTALL FILTER IN OUTLET PIPE AND INSTALL RISER TO FINISH GRADE WITH HEAVY LOCUS MAP r r v c 'n /,2 jb%rz> Rio AND COVER. Dlltt o orConstruction O « - , SCALE: 1':1500' -. 22,347 S.F. CONNECT ENDS OF EXISTING PIPE AND PROPOSED PIPES TO FORM A VENT. \` i' -O "fir rrrrr,a.r rrr rrrrfirr i. , `�/ o IzI"80 I INSPECTION PORTS TO BE INSTALLED IN ALL TRENCHES. DESIGN DATA: AS SUBMITTED BY g /%�•-• HAYES ENGINEERING IN 1996 9rlri [9pY sp/� ,, -- •. ti� POVERINGROPOS MAY BE REQUIRED IF ANY UNSUITABLE SOIL FOUND IN AREA OF x170. A9arsa�s .� g% �',A0' r PROPOSED LEACH TRENCH. NUMBER LO BEDROOMS:4 rF .i,i 2r �IrY 8 \\ rMLCLp; DESIGN FLOW: 110 G.P.D./B.R. y=-• 7 / _ µr EXISTING TRENCHES TO REMAIN. DAILY FLOW.4 CA ........... .. NIF M50 r \ .,\\ rA:•r . \ X >• SEPTIC TANK REQUIRED:880 GAL. .......................M RONC lK/ LgG.P.D./S.F. _ SEPTIC TANK USED: 1500 GAL � / ^ LEACH AREA REQUIRED: •_-•"• ��A� � � � I� CLASS 1 SOILS LIAR %70 G P.D./S.F. o CIO SCOME-L WYA7T 'raa - [ _e (/'` 44o G.P.D. 0.70 G.P.D. S.F. 829 S.F. 14 PUR?AN AVF. 0 0 1 p0 p4!-f6� ,\ `>>> c _ $ M 707-L7.3fT k9' 610000 y'k,,, \ 1'< ` LEACH AREA USED:830 S.F. ♦ (t� Nc+ \t•• IPBA-93 i�i�4.�_„•-.� NO GARCH GE DISPOSALS ALLOWED LEACHING AREA CALCULATIONS: NOV. 4, 1996 '• SIDES: (2)(2'D)(451)L (2)(2b)(45L) 180 S.F. UR/TA �$ ® J LEACHING AREA PER TRENCH - 375 S.F. pTylp -TOTAL LEACH AREA PROVIDED: 'I"' NIF (2 TRENCHES)(315 S.F./TRENCH)-630 S.F. AJ/E. w MAR/!ANO K/MBEREZYSOIL LOGS: a CIXIPEXS7E7N \ C=96.10 Tp�92`�. .•��® 1 N 1L�ON��PE. DATE OF TESTING: 3-4-92 N N BENCN.WR' R=60.00 2..r• 5-3-93 II 3 - 75 bio •xzo ry��r\ 6-6-96 O in SOIL EVALUATOR: CORDON ROGERSON m N rn FlRSTNAME LASTNAME O Q b BOARD OF HEALTH: SANDY STARR r 1 zn LOT 14 \ v SUSAN FORD q " MIKE ROSSETTI p \ ii �6 PERCOLATION RATE: P12A:6 min./m. P128:5 min./n. b Drawing Title: R 30.00 �-T6 a ttg \ L C 17. O MSO �a ._oEvrH -HOR,L / � OE mes r n0a (USDA) cPAra FIWAIEMS` Sal SOl(MOsln E 1`v LIEC ry ,\ s7.a�r.spv oa D®LUXE NABFT! s-u-9z ELEWn n&s4 � N (D �l - R raN07F /NFOR1L47/ON FDR MS'PLAN COMP/LED FROM �\ a- > c N 4) i15-BU/Lr SEP77C S)57EM DES/ON'DATED NOVEMBER 6, 1997 AND "AS'-BU/Cr PLAN OF LAND L 07 12 AND 7J COLONG4L AVF.' \ __ w iiri :Ho i6in -mi,w Xsvwe 0 U L L317ED NOVEMBER 6, 7997 BOTH BY/f4)ES ENC/NEER/NG, INC. -' fs,sr rzo sTAsaXea,war aAoua.A,w TAeIc oaAw,ao-AT raavAmr-,sir - L ++ \ DEEP HOLE N11BElt TH BA a-11-9s EIEVATIDN-16&0' _........... L > �°--------------------- --------.-.- - vyy ar a CI Q LJ \.\ C / /A/ '\/ ,�,/ .•.\LON / J �� \\ CONSTRUCTION NOTES: oO� b N)LeETe n41 9s e-e-9a ELEVATION-16&r 1. Emanate an top--.subsoil,and any other unsuitable ar-za- eco Z within the limits of-0,06.01 and replace to top of •'-Al' a / 0 mated t.clevuSL'n9 /eka�gronul ile or anOmfresl'trornl esb,M• c, organic matter and deleterious sabsta cea. HO RmS,a:W srAna wAtE1E W wFIDsa: `� 2. Gin material shall not contain airy material larger then two Ey'Ia"rzp SGtsaX¢esM clmumwAmt TAai oowx es•AT ruvAlw-,sox v c ZONE.' PRD (R-2) V.R. % !`/�`^\ (2)inches.The fill material shall comply wiithr TH,S.SM D E S C R I P T I ON OF HORIZONS '/� % \ s. Cn tractor to pplyCode 3to the Ro 5.2. -m sic n est v, T E%T U ft E MIN/MUM SE784CKS• j analyses report at the n e.pense if roauired by the 4^�' 9 h / local approving outhoity.ow <va�e.ane.oaa loam o I Seal: Drawing No.: FRONT-10' aCO' I S/DE 10'(SEE SEC 6.5.6.D.if / MATERS- NOS: rtM aM h sift Iaorrlm N RF.4R 20 / Leach Bedding: f�ws Ne ih bam "I P L / 1. Clean double woshetl stone shall be f of Iron particles,fines and Ourt in place. gond -=T== T aw ci - j 2.Bottum atone m leach arso shall be 3/4'to 1-1/2•double washed rtone as �'°°ry d Iia "p'",-` .Iaam indicated in note 1 shoves tl I°°m Top atone in leach aro hall be 1/8•to 1/2•double washed PA.taM a {111e indicated in note 1 above.Geotertile fabric may be substituted for the mm�mum 2 nm'rM�- Ny inch layer of doable washed pe-Wre. SHEET I OF 1 AS SU/LT SYSTEM TIE-5 ` J LEGEND OF SYMBOLS do ABBREVIATIONS: Prepared For: I-----2'-6'--•1 2' loan EXIST.SPOT ELEVATION TEST HOLE A-C=312' B-D=695' G-C=79,6' � _"O_ .Col A-D=71.3' B-0=69,T G-0=34.9' +-+•aw INfET � +P�aaR�aas� A-E=76,3' 8-E==82.3' G-E=37,2' I$• F_ ®® -5' 100. PROP.SPOT ELEVATIONS ® DRAIN MANHOLE 2 ____ f AC BUSS INr- A-F=41.6' x-F-76.1" C-F-805.4' r O.a 1 � ---�-- PROP.CONTOURS ■ CATCH BASIN � fJJ39 JLTdFLm PIAN VIEW ....•, e• PROP.WATER SUPPLY LINE WATER SUPPLY p F --•--_.-,_- f)137 60 BEECfIN170D L14/lE z•--� _• wEu. U i NO,ANDOVER AN. C.• /AN=168.32 D/ST. BOX i f1J.Ts M fol[fs0 D.• /NV 168.07 /N14 1685B(/N) SECT ON NEW oMW PROP.INSPECTION PORT/MONITMUNG WELL ` Qv�•ur c- PRECAST 10 OUTLET DISTRIBUTION BOX i e•G,�'�3aE>1, -2ipw_' E,• /NV=168.08 /AN=168,41(OUT) Nln ro ScuE BENCHMARK REFERENCE DATUM: ¢ -. o j ,.sNu mrX,alE m],Na:-:Dale sNswta LauNAtan raawzT wr s s,wslnulm. O'R6•. F,•/AIV=168.32 N01� z axnse.mo Iv Nmra Arnie m w•rs TOP SPINDLE HYDRANT AT CIRCLE ELF,.=175.75' \ `a'o I s -4r-•�- 1 DF3yw CONmetle wIM],0 Uel,].0050.ar IIIIE S IEtS fM Dti,lumlow ems o•+91� f1140 / •...........1]s''e �`'�' Q'qn,,_ )f.IT w ansa,vcm conn ro,mrn r oc relax aua.. MARKS BEFORE INSTALLING TRENCH "N 1500 GALLON RIM OF CATCH BASIN A7 CIRCLE ELEV. -770.04' CONTRACTOR TO CHECK BETWEEN BENCHES V.W. _,l All" -`. SEPAC TANK o Z�ZZE ffJff/-_...-- y '•• ••-. a '` /NV==168.90(OUT) .,nws'- h'e.m-.- 4•ne Ll-EANOUTwwc uu. 4'scNso S Prepared By: -- =l541> `�-`f1134 9a ELBOW Wll+l TEE Duo SCREEN ./sT./.I/s/;',�i;�u-ee""s - •tg�.,� ]_]; \ ,r•,swu •_ _ fJJ.72 ; M19tatFA.RPt-vPo.G� WA9Ort /c3rKPLf(SEDAMTER FARwc 425stDPE COLONIAL L SCH 4o Pe (SEE 3' NSHED GRADE AVENUE /B�`cGfF G�'A... w j77i ' sLaPE Locus yL J7,Isg m\x 4"DA.sauo Em alryN N c �. i f1142 519•y53�'• ,\ :'•. ,u:T►'.�, vsim- __ - q� s - - BER a ,a4u•-. , a 1 , N FASEIJENT a-,ssaz'--�. 40k- "..'.rimy.' wT L A VENUE BEET 3 a LL - ........ 's<- ____tom.] ;; h LOT 12 \oma . 3,. ,„ NJ 2 >t'.:' - - t s 24,050 S.F. o' o-s� esr Esr rar 5. LOT13;: ;zY w >, av---- ,fJJJ1 ms�vc ro H Nnm a EmAc - w� — - �....... �• - : Ox DOU wAU - � C/RCLE Design B1: 9r _ _ STOIaE mz?1e• LEACHING TRENCH DETAIL Drawn By: gr = \ ' G.Rf"' ` \ •.,[1(E- NOT TO SG4E Checked Sr. pj0 Pro ect File: NOA 0084 NOTE: Comp.No: NOA119 .: s•[Nw /, s4n � >� PROPOSED LEACH TRENCHES TO BE INSTALLED AT SAME ELEVATIONS AS SHOWN Issued For Permit \ \ :• ` ON AS BUILT. _;= �ggf E.!' ue r Review //ny//3333333 --, `�i o J.vmtTwr ............ ••,:.• _ \ Z '• _ _ TO WITHIN 6 OF FINISH GRAD ue or I � /S77dG't BED A 5 / \w\`Z INSTALL RS IN OlfI1.ET PIPES. ❑Ass d Fo Rev e ,MOUSE a REPLACE EXISItNG DIST-80X AND INSTALL RISER E Diss d F Bid ................ v '•• �' j,[D c�er '>,91,e° ~ 'SPEED ICTmc []Issued For Construction vSCALE- 1�1500' fOyN�nOIV i„neo/;/� +\1� _ f• 1,,� 'ti,_-.- �'/,y/ % ll, INSTALL FlL7ER IN OUTLET PIPE AND INSTALL RISER TO FlNISH GRADE WffH HEAVY LOCUS MAP / ` \ m �� 66- : ,•,�/ / h ❑Not For Construction \ DUTY RIM AND COVER. ............ A 47 S,F. CONNECT ENDS OF EXISTING PIPE AND PROPOSED PIPES TO FORM A VENT. u / # DESIGN DATA.�;�..'. \ l,q�,xO ago 223 A: AS SUBMITTED BY a.r/r„ / .•• / 15PN6 .., � �o INSPECTION PORTS TO BE INSTALLED m IN ALL TRENCHES. I 111 �” HAYES ENGINEERING IN 1996 /�,j •:/� ---- OVERDIG MAY BE REQUIRED IF ANY UNSUITABLE SOIL FOUND IN AREA OF Io PROPOSED LEACH TRENCH. NUMBER OF BEDROOMS:4 t T.F.=170. 'B°I`'f�s� 44\�\r pgt£,IjIYB Grv', DESIGN FLOW: 110 G.P.D-/S.R. I •7ik EtiQ7UVJ - SLF71C T.4yA-••, 'S EXISTING TRENCHES TO REAWN. DAILY FLOW:4 x 710=440 G.P.D. I 11 yh,A / O GAL Lsoo did ,�i _ ',• NsT7 �'✓?OO •: :. _ 629 S.F. - G- NIF NOW 117/ m 1 ; 440 G.P /0.70 G.P /-F. P%tA�D � SEPTIC TANK REQUIRED: I I£]VJ � SEPTIC TANK USED: 1500 LEACH AREA REQUIRED-. CLASS I SOILS LTM 0.70 G P.D./S-F- ............. CIO SC19777FL AWA7T 0 77 f f6 - _ _-_ ! -,-- .D- -D. 5 �• f4 PUR/TAN AYE. 0 1 00 AVM•= M 707-LNA 9• oi� 00 ': - LEACH AREA USED:630 S.F. AS, �i 0. 'b \ \;*:: �'O'+b-p'Ff NO GARBAGE DISPOSALS ALLOWED TPeA-93 q\� T//_, n l 1 LEACHING AREA CALCULATIONS: NOV. 4, 1996 S72 j3! V, x ,•, e� V�" l (/ BOTTOM:(3V)(45'L) 135 S.F. J76,?O :'Ball']P0% z •1 •p �e-st:,y,__ _ SIDES:(2X2•D)(45'L) =O 3605 S-F I i LEACHING AREA PER TRENCH =315 S-F. UR/TA m �s - TOTAL TEACH AREA PROVIDED: .16 ,'/ NSF (2 TRENCHES)(315 S.E/1RENCH)=630 S.F. AVE ej pp� � p�sB��Y SOIL LOGS: ASU \ TIP 2% ,,� 133 COLCIMAL AYE DATE OF TESTING: 3-4-92 O 0 O L=9600 -�© A/ 107-Lf-U 5-3-93 w BDWH,, R=60-LY) �w� h 6-11-93 B > [EM 'fq 1 6-6-96 o w C o s4v yT ry ¢c 0�eMI SOIL EVALUATOR: GORDON ROGERSON m N rn FIRSTNAME LASTNAME V Q \ W ex3. ry to o T� 7 ,/ BOARD OF HEALTH: SANDY STARR SUSAN FORD 1� LOT 14 \ q h MIKE ROSSETII O t7 PERCOLATION RATE m. P12B:5 min./' ld Drawing Title: WSO \ \ S 0 I L L O G \_ ma ' OEC+• HORIZON/ COLOfl YUS'T REDO FGNRES TFMGRE COARSE\NLFnAGMF2B5 X � Cp1S6lENCE c EZEG TV 0") "En (NUNSEIL) arm Casae) ga,.� mee,ys` ��� (Mo150 C U) \-\ sm ARES/Sw DEEP:HOLE NUMIM 12 - -N - ELEVA7 770.4• -� > dva ae 1 A. > 0 R *2 4--,52• c G N07F /NFOR1N770N FOR 7N/S PLAN COMPILED fROM = 1 s•o o U) N AS-BU/LT SLP77C SYSTEM 9ES10,V"O47ED NOVEMBER 6, 1997 � O L. ANO AS-BUJL7 PLAN OF LAND L075 12 ANO f3 COLLi M AYE.' \ LN1EO MMEMBER 6 1997 507H Br NAYES ENGINEERING, INC, '\ _- fR TH gisoNA•_r°u,ana,Moe'ARn TAae paex,ss•n a,.vAnoN-reir O ,-�'� O DEEP.HOLE TH BA.Bell-Y t ETFMTp11:.71d0•.- L-' L > ------- ---- --------- •oo--0e... a ti OL - O \\` ,e-,ae• � csnurm srti�+r��IalouN�wm�Mre roam,x:T ar•.vAnox_,soa• � a- -Q Q 0 i G 1A L // ._ DEEP HOLE L1 1ll7a,H,I 9! ��90. I FLEVA710NN•,IST:;.;� � CNSTRUCTION NOTES: oro O � ON I.O.M..ens we'pmii S°of oo any aid rcpi d�eblia top of 0, :. L 0 Z O x zr • / material. snsisu,wan lsect an-site or mported ao3 4 -,-•� material,consisting d dean grvnb t santl,free from ssro,o,• _ e matter and deleterious substantts. F'III matedvl shall no[contain any moteriol larger than two a [S1elAim srAsawa IwH aROuawA+u iAaE oowrl es-AT t]tvATd-,soS 0 i /�\ (2)inures.The Rn material sholl comply with Title 5,state D E S C R 1 P T 1 0 N O F H 0 R I Z 0 N S Uj ZONE- PRD (R-2) VR / \ ErMmmnuntol Code 310 CMR 15.255(3)a revised. Contractor to supply to the town a umenlsi eve test T E X T U R E j I rt au their own c if 'ed b the lean I none:repo «pease rogwr y m M/N/MUM SE7&4CK5.• % Tocol approving a thority. e�end•and �m I gl Seal: Drawing No, FRONT=20' %/ MATERL4L NOTES: ,�� yam .d y SIDE = 20 (SEE SEC 6.5.6.0.1) Leach Bedding: In..ane r. wR a REAR= 20 / 9 w: rn,.-no r: n lam ea I(f—J H % 1. Clean double woehed stone shall be free of iron particles,fines and duet in place. Loa .and koe cq I m d 2-Bottom atone in leach area shall be 3/4'to 1-1/2•double washed stone v learn M N �b tlq eom akl team ad a %/ indicated in nate 1 ab—. ] 1� �mfO° lee '°A� loam rtG 3.Top stone in leach a hall be 1/8-to 1/2-double wosh<tl peaslone as I e1 indicated in note 1 above.GeotexNe fabric be substituted for them m 2 .�e 1°ney loom lel ainch layer of double washed peaeton. may G°.'one I°am v/a a SHEET 1 OF i a I z I a -�- -L 141- Y 411-aY- 5 �_ P-11-; PLAN OF LAND IN NO* AND 0 VER MASS. SCALE.• 1' = 40SEPTEMBER 15, 1997 /AYES ENG/NEER/NG, INC. ► 60.T SALEM STREET CML ENGINEERS & WIillrRL0, MASS. 01880 LAND SURVEYORS TEL. (617) 246 2800 / CERAFY rmr T//S FOUNLL4mN /S LOCATED ON THE GROUND AS SHOWN, AND rmr/r CONFORMS TO THE ZONING BY-LAWS OF THE TOWN OF NO. ANDOVER. / FURTHER CERAFY rHAr THIS PROPERTY DOES NOT UE W7HIN A FLOOD HAZARD AREA (ZONE A OR V) AS SHOWN ON FLOOD INSURANCE 847E MAP COMMUNITY PANEL NUMBER 250098 0010 B.. EFFEC77VE a4.7F- ✓UNE 15, 198.E a41F 'PT. `� l j.!) OF r + ------------- PROFFSS/ONAL LAND SURVEYOR PETER ASN J. OGREN #33604 y �v rte ' i r 581;3323"�1Mlro,-B 173.58 LOT 12 2J,.548 S.F. N Aga \ a� AL Jo. v rw or Am 1 o o . Us h /• � 10 \ I Av i HIDDEN PLACE L=96. 10 R=60.00 R=30.00 L=27.40 6.28 N ZONE.• PRD (R-2) 518:33 47 E MIN/MUM SETBACKS.• FRONT = 20' SIDE = 20' (SEE SECT. 8.5.6.D. 1) REAR = 20' PLAN OF LAND /N N040 AND 0 VER, MASS. SEPTEMBER 26, 1997 HAVES ENG/NEER/NG, INC. ► 60y SIC" STREET CM ENG/NEERS do WAKERi'o MASS. 01880 LAND SURVEYORS TEL. (617) 246-2800 / CEm Y rmT 7N/S FOUN wwN /S LOCATED ON THE GROUND AS SHOWN, AND rmT /T CONFORMS 10 TNF ZONING BY-LAWS OF ME TOWN OF NO. ANDOVER. / FURMER CERAFY 7HAT TH/S PROPERTY DOES NOT LIE WITH/N A FL00D HAZARD AREA (ZONE A OR V) AS SHOWN ON fZOOD INSURANCE ROTE MAP COMMUNITY PANEL NUMBER 250098 0010 B.. EFFEMW a41Zr JUNE 15 1983 DAM Ste. 2��e�9 s. a(- j%kOFI PROfFSSIONAL LAND SURVEYOR PETER J. OGREN #33604 H Pv fSS L/M/T OKB I/ '- 173.58 �s \ LOT 12 Vis . 23,548 S.F. � hh6 rn �� O O a� PURITAN A VE. L=96. 10 R=60.00 R=.30.00 L=2740 6.28 N ZONE. PRD (R-2) 51813.3 47 E M/NMUM SETRACKS.- FRONT = 20' SIDE = 20' (SEE SECT. 8.5.6.D. 1) REAR = 20' �13 1917 r . I - I6 PV 20'2V2' 5'6' --' - -14 Pis' -- 3'D' 5'O" 2'b' 3'f 4' 3*4 9'b' 6'94s' Z'9" Z'9' l'O' 6'0'SLIDING I I I �c) C2,4'FAMILY BRKFST KITCHEN � STUDY � o -I (vaulted) 4 Acwd ubkot 4uput , 2 Z6' (' rr 4b' 3'3' 3,444 - O ------------ ----- ------- 26. 3'0• - o z � O n m = p ------------- ----- ---- s� O O � UP DINING n FOYER LIN LIVING Y Gr 2'0' 3'0' 2,0' CL CL. 4'6' TO' 4'b' 16,0' 4-OT 6,6' 3'6' 1 3'0" 3-0' 3'0' 3'0' 3'6' 6 6' 4'0' FIRST FLOOR PLAN µo, 120" 40'0'11418 - 3 V4' 1 14TV 10'6W 8'4' lb' lb' x'1;4' 5'44" 5'2' T 2,10' 5'6' = o Oz BEDROOM 04 < Y WALK-IN o CL. ° CLOSET s 20 10 a P 2'6' 2'4' 2'4' 2-30' o� i�. 3O' r CLOSET cn o CLOSET 2-3,0, m - 2'6 8'0' (Ohl I I o 1 C CL. gCloset ncc�slopes ra' to malntatl headroom BEDROOM #3 foretatweybelan A M BEDROOM #1 8 24i 3'b ,n _ZaZa BED #2 O in 4'0' 6'6' 3 6' 6,0' 6'0' 3'6' 6'6' 4'0' 14'0' T 12'0' 14'0' 40'0' SECOND FLOOR PLAN L14'.110. 11418 _ 4 1 r ORT � O' Town of _ 4Andover o m * _ s dover, Mass., 5//Z- 7 1998 �0 '9 L KE COCNICMEWICK -D VL/A P/ I/r *7-4,r Ar E D:QPM J /� �r S rG BOARD OF HEALTH PERMIT T D Food/Kitchen Septic Syste BUILDING INSPECTOR THIS CERTIFIES THAT..................................... . ..!.. ....... ...4e�.. .�..� . ..A-15...................................................... Foundation has permission to erect..................I.................... buildings on .......If............ .."A.1... ...W ..........�.��.. to be occupied as I.A .C.4.,� ���/�.�./ Chimne ............................................ . ...... . provided that the person accepting this permit shall in every respect conform to the terms of the applic ion on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of n Buildings in the Town of North Andover. PLUMBING SPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. p/,� Y•j�9►f 4 PERMIT EXPIRES IN 6 MONTHS �� p ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STAR i r�. .................................. ... Service 'OioL G INSPECTOR �- Ax/ o Occupancy Permit Required to Occupy Building 6AS INSPEC-fbR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT Burner Street No. yu�. Smoke Det. ? ` ` i f Z65 Thr f i 71 i :�- - �✓�� ��/�/(/�� J�;j UCC!, -!G �A/ - may ✓�;r57,A—A),in Cj -61 v o2- ,,�-„ ,...� n2 _ f --�1��, �y����V-`•its ��-�! /\(i”�",,,"�G/ � -ZG% i�L? '� �� i Form No.2 Town of North Andover, Massachusetts �oRTM BOARD OF HEALTH _19 of �4, — 0 o w DESIGN APPROVAL FOR 'ss�CHUSt� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Test No. Applicant t—tG Site Location -------------- ' eZ/e5 Reference Plans and Specs. NGINEER DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN, BOAR OF EALTH Fee LJ Site System Permit No. • i I • '` i S011, FIVALUATOR Page ? or t I.Meal icon h',Address of rl �2 pU�'140 VX a %R FILE On-site Review Deep Hole NumberTirne: / - `� �-ti�ctltll^r Location (identify on site plan) Land Use __. .- . . _. .. .. . . . .... Slope (°/o) Surface Stones. . Vegetation.... Landform ... .......... .... . .. Position on landscape (sketch on the back) Distances from: Open Water Body .. . . feet Drainage way feet Possible Wet Area. -. . ... ... feet Property Line ...feet Drinking Water Well. .. . . . feet Other — DEEP - DEEP OBSERVATION HOLE LOG* i Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) A- Y�- 1 C- Y� lei Cz V-5 516a� ' m� I MINIMUM OF _ L HOLEA - Parent Material (geologic) lb UU DepthtoBedrock: e1 — Depth to Groundwater. Standing Water in the Hoo /�(f��� Weeping from Pit Face - Estimated Seasonal High Ground Water Irr.P APPROVE,O POKA1 1'_%01:9; HAYES ENGINEERING, INC. ( O 1Z;\1 1 1 SOIL 1.'\ A I.I A TO R I O EZ\( 603 SALEM STREET I',t l' I of .� WAKEFIELD, MA 01880 (617)246-2800 FAX(617)246-7596 No. 1�— ----- j&i )216, I _ JOB FILE �)dQ 0 Commonwealth of Massachusetts ' -'" North Andover , Massachuse, Soil Suitability Assessment for On-site Sewage Di snosa.l Performed By. .-Gordon _Rogerson--- -- -- -- ---- ------.. .......------- --- --- Witnessed By: --Susan. -For-d-. �,a"Add-„," 0-M:,". A.C. BUILDERS ? I« r Adan:,., No. Andover, Mass. ew Construction U Repair El Office Review r— Published Soil Survey Available: No 17 Yes 11 Year Published __________________._.. Publication Scale.._-.-.__._..____.._ Soil Map Unit ......_.._..___.____.... Drainage Class________________. .._... Soil Limitations Surficial Geologic Report Available: No ❑ Yes ❑ Year Published Publication Scale Geologic Material (Map Unit) --.--.-.-.- ---------------------- Landform. _.... Flood Insurance Rate Map: _ ..-----... .. . . . .. . . Above 500 year flood boundary No ❑Yes Within 500 year flood boundary No ❑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): !%•tonth Range :Above Normal ❑Norma': ❑Bel: Normal Other References Reviewed: f1E1'AV1'R0�'En F0K?1 1"0-,!95 HAYES ENGINEERING, INC. 7G ;: C:;'C�;�•,�?�j� ,I OIZ:�1 1 I loll. I;:\ .\1.1 -vi'O Z 603 SALEM STREET %`_ of WAKEFIELD,MA 01880 , (617)246-2800 FAX(617)246-7596 n� 19 ' vv' No. JOB FILE fJaet_ 00 Commonwealth of Massachusetts North Andover , Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: ._Gordon -Rogerson..... .. .. ............ ................. ... Date: ---- Witnessed --Witnessed By: --Susan Ford- `�„a° Adam,=(K o mr,Nva A.C. BUILDERS t«. yea«,.,1 PC)r-i tc, Tcicpt� No. Andover, Mass. ew Construction C�Repair ❑ I (3iilFice Review r� Published Soil Survey Available: No El Yes Year Published ._._._.��0- ....... Publication Scale-./'/5.!------- Soil Ma Unit Drainage Class-.-.-.-...�.,...-.. Soil Limitations Surficial Geologic Report Available: No ❑ Yes ❑ Year Published Publication Scale Geologic Material (Map Unit) _....... - -- - ----- - - ----=- - Flood Insurance Rate Map: ... . .... ...... .. .. ... ... .... .... - -... .. . . . .. . . Above 500 year flood boundary No ❑Yes Within 500 year flood boundary No ❑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 Range :Above Normal ❑Norma': ❑Belt Normal E Other References Reviewed: DEP APPROtT .D FORM - I'T07?95 c ' • FORM I I SOIL, FI ALUATOR FOp.11 PIgc• ? (,f .t , y I,t)C�illOf1 .�dcfrc>` t,r I.cr) .:�� `2 pUr`� � _wt., FILE I tLE On-site Review - Deep Hole Number �(L-- Date:... .(p to Time: l= y� Wcatlux Location (identify on site plan) .__. .. ... . .... .n Land UseIIU. _..... .. . ... ..... Slope (°io)..../�. Surface Stones. . Vegetation .w: ..1�.� OGi.�G� . Landform . Position on landscape (sketch on the back) Distances from: Open Water Body .. .��.. ..feet Drainage way feet Possible Wet Area 7!�".`� .. feet Property Line. . . —.. ...feet Drinking Water Well. t/ .....feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon - Soil Texture . Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency. % Gravel) �- 1 -� S-A' _ �s� m� �Iy '57 MINIMUM OF 2 HOLES REQUIRED AT EVERY PRUPOSED U1�>l`Ut)AL AREA Parent Material (geologic) � � Deptht Bedrock:__ Depth to Groundwater: Standing Water in ttie-H r! yak Weeping from Pit Face. _. N Estimated Seasonal High Ground Water IIF.)'APPK0\Tf)FOR-NI - 12%0%:9; 603 SALEM STREET JOB FILE wAKEF�EL%,MA 01880 FORM 11 - SGjit, EVALUATOR Fop tFAX(617)j 2a�7ss6 - Page 3 of 3 DEP APPROVED FORM-1210X95 Location Address or Lot No. 1'� Q..l�,r�f�K �d-'e--� Determination for Seasonal High. Water Table Method Used: ❑ Depth observed standing in observation hole inches ❑ Depth weeping from sideof bservation hole ....... inches ❑ Depth to soil mottles 10inches ❑ Ground water adjustment ................... feet Index W-311 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 aJI areas observed throughout the area proposedJor the soil absorption system? If not, what is the depth of naturally,;occurring pervious material? Certification I certify that on Nov. 1994 (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 15.017. Signature Date DESC17IPTI01V OF HORIZONS TEXTURE.• peril —p "wir sandy Joss --VsJ STRUCTURE.' rerr co&tw send —yeas !ow --J b VOW Size.* Fara or lJsc cva»e send --otos "VelAr loss ---yJ of/WtmWess -0 rerr fins -r/ plstr --'p= saw stony Joss —rtJ arsk -! flat -f prlsastfc fine send _fs slit —t! soesrvte ___z swdlur -r eoJcwer rerr fine send --rfs slit Jam --slJ strong -.! caret -c Oloatr low c www send --lc»s Usr loss --eJ rery caret -rc erpWw OJaay--onr 108W send —!s silty cloy loss ---eleJ Olacey-00-t J"W fine srW —!fi seedy elty loss swWr lots ^sJ stay cloy loss --Otel Olivia pYli W flan*fifW Joss —fel slily cloy --•wlc ewsere -� rw•r fine wady Joss —wit clsr --c MOTTLING.• COMMENCE- A&Mdancr. slre.• cbntr"t: Afet salt /Wlst solJ.* p y soil.. for -f RMPA' fine -! /ilat -s nautlAtr --taro loose -,sl loose -dJ coma -o /t,te v esdlss ? dlstlaet -+ sl109tlr stlakr -wss rerr frfebJe -srfr soft -de asny -s AV-10av coaso piprineat -s stlatr -Ws frlabli --,sfr s!lsatly Aero wry sticky -+ri flit -sfl Herd --ory worplastic . --impo rax fJri -•7r/! rerr Acrd -dM sJlpltlr plastic --cps extreaslr flex- Mf! extrerelr Acrd--dsa Plastic --ap ray plastic --rrp NORTH ANDOVER BOARD OF HEALTH DESIGN REVIEW REPORT FEE: PERMIT # �a1-09- DATE RECEIVED q7 APPLICANT MAP PARCEL ADDRESS LOT ENG. ST. ADD. ` PLAN DATE. _ /J/ �/�� REV. DATE CONDITIONSOFAPPROVAL APPROVED DISAPPROVED -�-� REASONS FOR DISAPPROVAL: UJ M . s Ca 77- �/GG= Town of North Andover E NORTN OFFICE OF /e•'yOG COMMUNITY DEVELOPMENT AND SERVICES ° . 30 School Street •'; North Andover,Massachusetts 01845 WILLIAM J. SCOTT SSAGHUS� Director June 5, 1997 Hayes Engineering 603 Salem Street Wakefield, MA 01880 Re: Lot #12 Puritan Ave. To Whom it May Concern: This is to inform you that the proposed plans for the site referenced above have been disapproved for the following reasons: If new plans satisfactorily addressing all the following issues are submitted to the Health Department by June 13, 1997, then approval for the plans should be given by June 20, 1997. 1. Incomplete soil evaluator form - no signed certification. (3 10 CMR 15.018(2)) If you have any questions, please do not hesitate to call the Board of Health Office at the number below. Sincerely, y Sandra Starr, R.S., Health Administrator SS/cjp cc: AC Builders William Scott, Director, P&CD BOH File CONRERVATTON 688-9510 NFALTH 688-9540 PLANNING 688-9535 Town of North Andover, Massachusetts Form No. 1 NORTH BOARD OF HEALTH F ED �h tt rr p oL _ �-`T 19 -I APPLICATION FOR SITE TESTING/INSPECTION TO ��SSACHUs���y Applicant NAME ADDRESS TELEPHONE Site Location (�A � ( �- Engineer NAME ADDRESS TELEPHONE Test/Inspection Date and Time CHAIRMAN,BOARD OF HEALTH Fee Test No. 4 y S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. Town of North Andover, Massachusetts Form No. 1 NORTH BOARD OF HEALTH s��Oy'l,— l6, 0 19 0 m APPLICATION FOR SITE TESTING/INSPECTION SACHU5���� Applicant ' NAME ADDRESS TELEPHONE Site Location Engineer NAME ADDRESS TELEPHONE Test/Inspection Date and Time CHAIRMAN,BOARD OF HEALTH Fee Test No. S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No.