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Miscellaneous - 145 BOSTON STREET 4/30/2018 (2)
145 BOSTON STREET 210/107.8-0045-0000.0 i I a e P ' 1 145 BOSTON STREET JS-2003-0758 Proiect Detail Report Printed On:Wed Jul 21,2004 Project blame: GIS#: 7641 Project No: JS-2003-0758 Owner of Record ARSENAULT, WALTER T Map: 107.E Date Submitted: Jun-12-2003 145 BOSTON STREET Block: 0045 Status: Open NORTH ANDOVER,MA 01845 Lot: Work Category: Work Location: 145 BOSTON STREET Zoning: Proposed Use: District: land Use: 101 Proposed Use Detail Subdivision Description Soil Testing Comments: of Work: Department Status GeoTMS Module: Status File No. Comments: LCDate: Board of Health GREEN FLAG BHJ-2003-0056 7/16/04-As Built Checklist,Certification Form,and As Built received. COC to be completed. 6/1/04-Final Grade-all set per S.Sawyer. 5/14/04-All set per S '-L-en care of. 5/13/04-Dan called - needs to take care of. Dan will send an a-i j -"Pduled to do a final grade at noon Confirmed time wi ° ,: ie �� before she goes...f ppp © 5/12/04-Janet fi ;ed to \--� hear from the Er ` fold her I �e will forward to,' Q 5/6/04-Recei A re again. c� 12/1/03-DVS R 0 (M' .Need to send an additiona' 1 r )alance in mail. ( . 1 <Z— 11/7/03-13 (W t+J 10/23/03- 10/16/03! u 9/29/03- 1-1� 9/15/03- r1 9/8/03-Plan dent..._ 8/20/03-Plans forwarded to uu__ 8/15/03-Plans received 6/12/03-Soil testing was done on 4/22/03. Payment papo .._ GeoTMS®2004 Des Lauriers Municipal Solutions,Inc. Page 1 of 2 145 BOSTON STREET JS-2003-0758 PYoiect Detail Report Printed On:Wed Jul 21,2004 Project Name: GIS#: 7641 Project No: JS-2003-0758 Owner of Record ARSENAULT,WALTER T Map: 107.B Date Submitted: Jun-12-2003 145 BOSTON STREET Block: 0045 Status: Open NORTH ANDOVER,MA 01845 Lot: Work Category: Work Location: 145 BOSTON STREET 'Zoning: Proposed Use: District: land Use: 101 Proposed Use Detail Subdivision Description Soil Testing Comments: Work: of- Department Status GeoTMS Module: Status File No. Comments: LCDate: Board of Health GREEN FLAG BHJ-2003-0056 7/16/04-As Built Checklist,Certification Form,and As Built received. COC to be completed. 6/1/04-Final Grade-all set per S.Sawyer. 5/1.4/04-All set per S.Sawyer-items taken care of. 5/13/04-Dan called and said there are two more things that Watson needs to take care of. Dan will send an e-mail later. Susan since spoke with Watson's office and is scheduled to do a final grade at noon on 5/14.--p.d. Confirmed time with Janet at 1:00 p.m. Be sure that Susan knows what the two items are before she goes...p.d. 5/1.2/04-Janet from J.W.Watson 978.475.3262,called for Final Insp. Told them I need to Q1 hear from the Engineer(Bill Dufresne)also. They will have them call Health Dept. Told her I Do will forward to Dan when 1 hear from Bill. --p.d. Q 13' 5/6/04-Received Final Construction report from Dan. They will need to go out there again. y 12/1/03-DWC application received by J.W.Watson Excavating,Inc.For$175. Need to send an additional$75 for the full$250. Sent permit,and Janet from office will send balance in �0 mail. a 11/7/03-Brian LaGrasse stamped and signed off on plans. 10/23/03-Plans approved by BOH at meeting. 10/16/03-3rd Set Plans received and sent to Consultant. 9/29/03-Plans Denied. 9/15/03-Response letter from BD at Mmk Eng. Revised plans received. 9/8/03-Plan denial letter received by Consultant and faxed to Mmk Eng. 8/20/03-Plans forwarded to Consultant 8/15/03-Plans received 6/12/03-Soil testing was done on 4/22/03. Payment paperwork received. GeoTMS©2004 Des Lauriers Municipal Solutions,Inc. Page I of 2 145 BOSTON STREET JS-2003-0758 Protect Detail Report Printed On:Wed Jul 21,2004 Permit History Type: Permit No: Issue Date Status Work Category Contractor Project No: Description of Work: DWC-System Repair BHP-2003-0383 Dec-02-2003 SIGNED OFF JS-2003-0758 1 Plan Review BHP-2003-0326 Open JS-2003-0758 Plan Reivew-3rd i Plan Review BHP-2003-0325 Sep-29-2003 DENIED JS-2003-0758 Plan Review-2nd Plan Review BHP-2003-0271 Sep-08-2003 DENIED JS-2003-0758 Design Plan-1st Repair Soil Tests BHP-2003-0128 Jun-12-2003 SIGNED OFF JS-2003-0758 Soil Testing Inspection History Inspection Type: Permit Type: Permit No: Insp Date: Status: Inspector: Project No: Comment: Final Grade DWC-System Repair BHP-2003-0383 May-14-2004 SIGNED OFF Susan Sawyer JS-2003-0758 Final Inspection DWC-System Repair BHP-2003-0383 May-06-2004 SIGNED OFF Dan Ottenheimer JS-2003-0758 Internal plumbing needs to be reconfigured. Installer(Buddy Watson) indicated;oumber planning to use grinder pump for all wastewater from house. Reminded him of standards in Title 5 regarding pumping to a septic tank--per Dan Ottenheimer's inspection note.--p.d. Bottom of Bed Inspection DWC-System Repair BHP-2003-0383 Apr-29-2004 New Susan Sawyer JS-2003-0758 GeoTMS®2004 Des Lauriers Municipal Solutions,Inc. Page 2 of 2 5 VIl"n( `;�,ES. GC�f1�FGATfe� IS 1,�0'( r ids' ppfi.l. a vp, �►.�TY 0�'r�c 5�+8�iug +�L A W E I,E V�f10J WIF TW L Grp�1('I MlS �iY5ri11rr P�, S GVHPOt�ti►d Tis. 'A sew -i p Piz , �o r m oo 1-► RI r 0 -, a, ` mo .P OF SUBSURFACE DISPOSAL SYSTEM LOCATED IN 0 0 R-T� A N DOV BIZ I I I A40P/ 1446 1>0y1700 �TO,5 F.T �� AS PREPARED FORDANIEL MASS ' o`'y> qcs 14A A V_x7-F,0 4,U LT o KO AVOS DATE: �-21-d�. }'� No Sri �'� SCALE: '=&+d. �� q 5 9 y MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 66 PARK STREET • ANDOVER. MASSACHUSETTS 01818 or TEL (617) 475-3553, 373-5721 1 , .. ............ c.=SOL i I.ON i S C�.I 1171�/i J;= : Or -.� I � I : ,�'� '�' t � � 7 1 "` 1 —i tvi i M E 7 e 3. j itis ,, c's' vo �C lME Ei r-.:. I = 1 0 5 MOL [Vi N f Page 1 of 2 0 O DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Tuesday, November 25, 2003 8:45 AM To: Heidi Griffin; Brian LaGrasse; Pamela Dellechiaie Subject: 145 Boston Street Heidi, Brian and Pam, We have completed a review of the revised septic plan submitted for this site. We are at a loss as to what to suggest be done with this design plan since it does not appear they have demonstrated compliance with the regulations but they have already taken this plan to the Board of Health and obtained approval. Issues to consider are the following: 1. The most recent version of the design plan now shows wetlands in the rear of the property which were not on earlier design plans. The delineation should be confirmed by the Conservation Commission with the name and date of the delineator on the septic design plan. 2. The most recent version of the design plan now shows a test pit with ground water elevations at 12"-18" below grade surface. We have never seen this site but this new information begs the question as to whether ground water is really as calculated in the vicinity of the soil absorption system. 3. We are not sure why the design plan continues to show that the driveway must be ripped up to place part of the septic system beneath it. Based on what is shown on the plan we believe the entire construction project can occur to the side, rather than underneath, the driveway thus saving consider expense to the owner. 4. Lastly, the designer has not shown that leach trenches cannot be sited on this parcel in lieu of the leach field which is shown. We attempted to speak with Merrimack Engineering about these questions and received a return telephone call from them indicating only that the design plan had already been approved by the Board of Health. Please advise if you would like us to craft a review letter for you on this design plan. As an aside, you may wish to consider what many other communities do which is to not allow an item to be placed on the Board's agenda until the design plan is already, technically complete except for the variances being sought. This saves the volunteer Board members time from dealing with complex issues that are still unresolved and assures a smother process for the Board of Health staff. Dan 11/25/2003 Page 2 of 2 .� C O Daniel Ottenheimer, President Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com info@millriverconsuIting.com 11/25/2003 TOWN OF NORTH AN OVER BOARD OF HEALTH Location Permit Food Service $ — Retail Food $ Limited Retail $ _ Seasonal $ Disposal Works Installers $ Disposal Works Construction $ Soil Testing $ Design Approval Permit v/ $ z Dumpster Permit L_pfD e� Burial Permit $ Swimming Pool Permit $ Animal Permit $ Recreational Camp Permit $ Well Construction Permit $ Funeral Directors Permit $ Massage Establishment License $ Massage Practice License $ Suntanning Establishment $ Offal/Trash Hauler $ Other $ 7 08 3 Health Agent White - Applicant Yellow - Dept. Pink - Treasurer MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 66 PARK STREET•ANDOVER,MASSACHUSETTS 01810•TEL(978)475-3555,373-5721 •FAX(978)475-1448•E-MAIL:merreng@aol.com LuI October 14, 2003 Mr. Brian LaGrasse Health Inspectorr„Tf�E�,`N C;Ftl„0 ? 27 Charles Street North Andover, MA 01845 1 OrT 16 2003 RE: 145 Boston Street 5 Dear Mr. LaGrasse: We have received your second letter dated September 29, 2003 regarding the above referenced site. Items 1-4 have been addressed. The location and more specifically the infiltration type system was a recommendation made by the Health Department Representative to the site engineer at the time of testing. The rear yard has wetlands and an extremely high water table based on informal testing done at a previous date. The front yard consists of a bituminous concrete driveway and many mature trees which help in buffering the residence from the heavily traveled Boston Street. Considering the above it was the opinion of the site engineer and the Health Department that the northerly side of the property was the only feasible location for replacement of the septic system and that the horizontal separation of the proposed septic system from the existing wetlands provides a better degree of environmental protection than placement of a raised trench system in closer proximity to the wetland. Considering the above we ask that these plans be approved as resubmitted. If you are unable to process this request, we respectfully request this matter be placed on the October 23, 2003 meeting agenda so we can discuss these issues with the Board. Very truly yours, MERRIMACK ENGINEERING SERVICES William Dufresne Project Manager cd q O o FORTH TOWN OF NORTH ANDOVER HEALTH DEPARTMENT PO 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 �4S R•�•� titch $ACHUS Sandra Starr,R.S.,C.H.O. Telephone(978)688-9540 Public Health Director FAX(978)688-9542 FAX Bill Dufresne From: Pamela To: MERRIMACK ENGINEERING 66 PARK STREET Andover, MA 01810 978-475-1448 Pages: 2 Fax: 978-475-3555 Date: 711-9 9 Phone: Septic Plan Response CC: Re: ❑ Urgent x For Review ❑Please Comment ❑ Please Reply ❑ Please Recycle • Comments: Attached is the response from the Health Agent regarding Septic Plans for the following property: . A copy has also been mailed to the homeowner. Please call 978-688-9540 for assistance with any questions. Thank you. Cc: File Homeowner I 0 HP Fax K 1220xi Log for NORTH ANDOVER 9786889542 Sep 29 2003 4:08pm Last Transaction Date T' me _Ve Identification Duration !l-ages Result Sep 29 4:06pm Fax Sent 89784751448 2:23 3 OK 4 O TOWN OF NORTH ANDOVER of N�RTM Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET 4 , . .p+ NORTH ANDOVER,MASSACHUSETTS 01845 �S& 'SACMi1� Heidi Griffin 978.688.9540—Phone Acting Health Director 978.688.9542—FAX September 29,2003 Bill Dufresne Merrimack Engineering Services 66 Park Street North Andover,MA 01845 Re: 145 Boston Street,Map 107B,Lot 45 Dear Mr. Dufresne: The proposed septic system design plans for the above site dated August 12,2003, and revised September 12,2003 have been reviewed. Unfortunately,the plan cannot be approved as submitted. The following items are in need of attention prior to plan approval and were so indicated in our earlier letter: 1. 5' removal and replacement of unsuitable material is required around the entire soil absorption system. (310 CMR 15.255(5)) The letter accompanying the septic design plan explains that due to space limitation and the existing gravel driveway that this matter can not be designed in compliance with the regulations. However,based on the features depicted on the site plan there appears to be no limiting factors to prevent placement of the soil absorption system to a location which is in full compliance with the regulations. Please place the soil absorption system in compliance with the regulations or request a variance from the appropriate section of Title 5 (should you choose to request a variance you are encouraged to depict any limiting factors which require it to be placed in this location in order to demonstrate why this variance is being sought). 2. Toe of fill is less than 5'to property line therefore a swale is required to divert water away from the property line. (3 10 CMR 15.255(2)) 3. Calculations for the elevation of the d-box outlet invert and the Infiltrator Chamber inlet invert do not coincide. The d-box outlet invert appears lower than the inlet to the chamber. 4. Portions of the design plan indicate the use of High Capacity leaching chambers while other portions of the design plan indicate the use of Standard leaching chambers. Please clarify this and adjust and calculations depending upon the size of unit selected. Paaa 1 of 1 (0: for M IN Ar, (10. 1 IYU AT 111:10 t i W liitl Ylo ,-, f,.() MAY e "; 1 n 7L too 121 V, 00. WA va", o Q 5. The letter which accompanied this design plan indicated that a leach field,in lieu of trenches,was specified at this site due to size constraints. This is clearly a legitimate justification for not utilizing trenches however based on the features depicted on the site plan there do not appear to be limiting factors to utilization of a trench configuration. Please depict such factors on the design plan which may exist such as shallow depth to refusal or impervious soil, structures on the property,etc. Additionally,your letter mentioned 310 CMR 15.405 (1)which,in one sentence, mentions consideration of cost. Since you raised this issue,I would refer you to the entirety of sections 310 CMR 15.003 (1), 15.401, 15.404(1),and 15.404 (2)which clearly indicate that full compliance with the design standards in Title 5 are to be achieved when possible in order to protect the interests of the property owner and of the environment and public health of the Commonwealth of Massachusetts and the Town of North Andover. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system which will be in compliance with all regulations and assure the protection of public health and the environment of North Andover. 7%elel Brian Lagrasse Health Inspector cc: Homeowner CD&S Dir. File V O � 4 J' �f _ � � � !� ., i � }r f Page 1 of 1 Pamela DelleChiaie From: "Dan Ottenheimer"<info@millriverconsurdng.com> To: <blagrasse@townofnorthandover.com>; <pdellechiaie@townofnorthandover.com> Sent: Monday, September 08,2003 1:58 PM Attach: Boston St.#145 Plan Review.doc Subject: Plan Review, 145 Boston Street Brian and Pam, i Attached please find a plan review letter for #145 Boston Street. I have changed the opening and closing paragraphs a little bit to make the tone a little friendlier. Ok with you I hope. Let me know if you wish me to go back to previous wording. Dan I i Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 info@millriverconsulting.com 9/8/2003 O O 'k0RTy{ TOWN OF NORTH ANDOVERr°,•_,�•' HEALTH DEPARTMENT ° . 27 CHARLES STREET +F nog w\y^P' NORTH ANDOVER,MASSACHUSETTS 01845 SSaCHu51 Sandra Starr,R.S.,C.H.O. Telephone(978)688-9540 Public Health Director FAX(978)688-9542 FAX Bill Dufresne From: Pamela f� To: MERRIMACK ENGINEERING 66 PARK STREET Andover,MA 01810 Fax: 978-475-1448 Pages: Ae—_3 978-475-3555 Date: Phone: q �,/ �3 / 7f Septic Plan Response CC: , Re: ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply ❑Please Recycle • Comments: Attached is the response pe s regarding Septic.Plans for the following property. copy has also been mailed to the homeowner. Please call 978-688-9540 for assistance with any questions. Thank you. Cc: File Homeowner Building Dept. SIORT/y O TOWN OF NORTH ANDOVER , HEALTH DEPARTMENT 27 CHARLES STREET # r y , NORTH ANDOVER, MASSACHUSETTS 01845 �9s q,••o �t<5 SACHUS Heidi Griffin Telephone(978)688-9540 Community Development Director FAX(978)688-9542 Acting Health Director FAX DanielOttenheimer From: Pamela To: Mill River Consulting 978.282.0012 Pages: ��� Fax: 1.800.377.3044 or Date: Phone: g �/ 978.282.0014 / 115 �V-5 Request for Soil Testing or CC: Re: Septic Plan Review ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments: s / Septic Plan Review v Soil Test OTHER Note: For plan reviews, this is notification only. Plans will be mailed or arrangements made to pick them up as requested. / <l , Address: � '7/' 4��5z/ Please call 978-688-9540 for assistance with any questions. Thank you. Cc: File-Address . o 0 MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 66 PARK STREET•ANDOVER,MASSACHUSETTS 01810•TEL(978)475-3555,373-5721 • FAX(978)475-1 448•E-MAIL:merreng@aol.com September 15, 2003 77 Ms. Heidi Griffin Acting Health Director Town of North Andover 27 Charles Street > )FP 1 North Andover, MA 01845 k RE: 145 Boston Street—Septic Upgrade .- Dear Ms. Griffin: We are in receipt of your letter dated September 8, 2003 regarding the above referenced site. Submitted herewith are three (3) copies of the revised septic plan. Items 1-7 and 9 have been addressed. Item#8 pertains to the requirement of placing 5' of fill around the entire system which is not met in one corner due to space limitations and presence of the existing paved driveway. This consideration has been granted in the past by your Department since physical possibility as well as economic feasibility should be considered when approving upgrades 310 CMR 15.405(1). We believe the intent of the regulation has been met in this instance since the purpose of the 5' all around is to ensure that no topsoil, subsoil, roots, boulders, etc. will invade the system and since the area in question is adjacent to a paved driveway with a gravel sub base the intent is met. With regards to item#10 of the letter which states trenches shall be used whenever possible 310 CMR 15.240(6), we refer you to the latter sentence of this paragraph which states space limitations is cause for use of other types of soil absorption systems. In this case there is an obvious space limitation as such not only could we not provide a conventional leach bed, but infiltrators were designed to further reduce the size of the S.A.S. This design consideration was discussed and encouraged by the previous Health Director prior to submittal and is now being discouraged by your Department. We also refer you to 310 CMR 15.405(1) which states in determining if full compliance is necessary, cost is a factor. We feel that if the reviewer were present on site at time of soil testing, they would concur that the system as designed is the best feasible upgrade within the borders of the lot and have the least effect on public health, safety and the environment. o 0 Ms. Heidi Griffin Acting Health Director September 15, 2003 Page 2 We ask that this plan be approved as resubmitted so that our client may proceed with upgrade of the system and sale of the property. Very truly yours, MERRIMACK ENGINEERING SERVICES William Dufresne Project manager cd MERRIMACK ENGINEERING SERVICES,INC. 66 PARK STREET•ANDOVER,MASSACHUSETTS 01810 C O pxfn MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS 0 PLANNERS tmpp 66 PARK STREET•ANDOVER,MASSACHUSETTS 01810•TEL(978)475-3555,373-5721 •FAX(978)475-1448•E-MAIL:merreng@aol.com September 15, 2003 Ms. Heidi Griffin m 1; OF NO Acting Health Directory" �'OFE` 7' Town of North Andover 27 Charles Street SEP p i North Andover, MA 01845 RE: 145 Boston Street—Septic Upgrade Dear Ms. Griffin: We are in receipt of your letter dated September 8, 2003 regarding the above referenced site. Submitted herewith are three (3) copies of the revised septic plan. Items 1-7 and 9 have been addressed. Item#8 pertains to the requirement of placing 5' of fill around the entire system which is not met in one corner due to space limitations and presence of the existing paved driveway. This consideration has been granted in the past by your Department since physical possibility as well as economic feasibility should be considered when approving upgrades 310 CMR 15.405(1). We believe the intent of the regulation has been met in this instance since the purpose of the 5' all around is to ensure that no topsoil, subsoil,roots,boulders, etc. will invade the system and since the area in question is adjacent to a paved driveway with a gravel sub base the intent is met. With regards to item#10 of the letter which states trenches shall be used whenever possible 310 CMR 15.240(6), we refer you to the latter sentence of this paragraph which states space limitations is cause for use of other types of soil absorption systems. In this case there is an obvious space limitation as such not only could we not provide a conventional leach bed,but infiltrators were designed to further reduce the size of the S.A.S. This design consideration was discussed and encouraged by the previous Health Director prior to submittal and is now being discouraged by your Department. We also refer you to 310 CMR 15.405(1)which states in determining if full compliance is necessary, cost is a factor. We feel that if the reviewer were present on site at time of soil testing, they would concur that the system as designed is the best feasible upgrade within the borders of the lot and have the least effect on public health, safety and the environment. O Ms. Heidi Griffin Acting Health Director September 15, 2003 Page 2 We ask that this plan be approved as resubmitted so that our client may proceed with upgrade of the system and sale of the property. Very truly yours, MERRIMACK ENGINEERING SERVICES William Dufresne Project manager cd a MERRIMACK ENGINEERING SERVICES,INC. 66 PARK STREET•ANDOVER,MASSACHUSETTS 01810 1-109- .��� TOWN NORTH AND ;VE BOARD OF HEALTH /y Location ��� //%����� �✓ Permit # zh Food Service $ Retail Food $ Limited Retail $ Seasonal $ Disposal Works Installers $ Disposal Works Construction $ Soil Testing $ Design Approval Permit $ 42fC19�7•(!`� Dumpster Permit $ Burial Permit $ Swimming Pool Permit $ Animal Permit $ Recreational Camp Permit $ Well Construction Permit $ Funeral Directors Permit $ Massage Establishment License $ Massage Practice License $ I Suntanning Establishment $ Offal/Trash Hauler $ Other � $ 7035 Health Agent White - Applicant Yellow - Dept. Pink - Treasurer rr r Town of Neth Andover, Massachusetts �f Form No.2 of N�OTN BOARD OF HEALTH •.�o 19 C L A +�,b•„.•.�`h DESIGN APPROVAL FOR as"C""SE` SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant /!� ��est No. Site Location Reference Plans and Specs. Em-"(NEER 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,BOARD OF HEALTH Fee �/'�� Site System Permit No. "�"� NUMBER COMMONWEALTH OF MASSACHUSETTS BHP-2003-0271 North Andover FEE $225.00 Board Of Health ARSENAULT, DOROTHY E TRUSTEE ------------------------------------------------------------------------------------------------------- NAME 145 BOSTON STREET ------------------------------------------------------------------------------------------------------------ ADDRESS IS HEREBY GRANTED A PERMIT Design Approval for Soil Absorption Sewage Disposal System This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires------------------------------ unless sooner suspended or revoked. September 08,2003 Board Of ----- Health ----------------------------------------------------------------- ----------------------------------------------------------------- ----------------------------------------------------------------- COMMONWEALTH OF MASSACHUSETTS NUMBER BHP-2003-0271 North Andover FEE Board Of Health $225.00 ARSENAULT, DOROTHY E TRUSTEE ------------------------------------------------------------------------------------------------------ NAME 145 BOSTON STREET ------------------------------------------------------------------------------------------------------------- ADDRESS IS HEREBY GRANTED A PERMIT Design Approval for Soil Absorption Sewage Disposal System This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires----------------------------------------------------unless sooner suspended or revoked. --------------------------------------------------- September 08,2003 Board Of ---------------------------------------------------------------- Health ' TOWN e- F NORTH ANDOVE BOARD OF HEALTH /y Location �jz / Permit #_ C�� /,/o/ ����U Food Service $ Retail Food $ Limited Retail $ Seasonal $ Disposal Works Installers $ Disposal Works Construction $ Soil Testing $ Design Approval Permit t/ $ Dumpster Permit $ Burial Permit $ Swimming Pool Permit $ _ Animal Permit $ Recreational Camp Permit $ Well Construction Permit $ Funeral Directors Permit $ Massage Establishment License $ _ Massage Practice License $ Suntanning Establishment $ offal/Trash Hauler �/(� /// $ _ Other % ✓ // $ 7 (135 Health Agent White - Applicant Yellow - Dept. Pink - Treasurer SEPTIC PLAN SUBMITTAL FOR M�C" 8 E AUG 1 5 2003 LOCATION: NEW PLANS: YE 225.00/Pla G��7i1 Check #: (Includes I"Re-Rev' nly) REVISED PLANS: YES $60.00/Plan_ Check`#: SITE EVALUATION FORMS INCLUDED: S NO LOCAL UPGRADE FORM INCLUDED: YE NO DATE: DATE TO CONSULTANT: DESIGN ENGINEER: O1 AE 1; )/i(&, Telephone OFFICE USE ONLY When the submission is complete(including check): i. _Date stamp plans 2. Complete the= DESIGN APPROVAL FOR SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM form 3. Attach file and route to the Health Director for review Town of North Andover f NORTH Q 4t1.•° ° .V Office of the Health Department 3? '' ° F A Community Development and Services Division 27 Charles Street ` ° North Andover,Massachusetts 01845 1ss^cau5et Susan Y.Sawyer, RENS/RS 978.688.9540-Phone Public Health Director 978.688.9542-Fax ffL-JRIIFICAri'E O F C014(DGIANCE As of: _7uly 20, 2004 This is to certify that the individua(subsurface d4osal system repaired Full System by ,7oseph R.((Buddy) Watson at 145 (Boston Street North Andover, 9lA 01845 has been instaCled in accordance with the provisions of Titre V of the State Sanitary Code and with the North Andover Board of 9fearth regulations. The Issuance of this certificate shall not 6e construed as a guarantee that the system will function satisfactorily. S n 2'Sawyer, I� fS/R5 Tu6fcYfealth Director BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 0 RECEIVED JUL 16 2004 TOWN OF NORTH AND HEALTH DEPARTMENT TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System ( ) constructed; (. 'repaired: by gla Wr E located atI i-I'S e was installed in conformance with the North Andover Board of Health approved plan, System Design Permit# dated ' with an approved design ' flow of449 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. Bed inspection date: Engineer Representative Final inspection date: 5 T31 Engineer Represe tative Installer: Lic* Date: / Q50e _ Design Engineer: Date: (ti OF Il�gs DANIEL `z KORAVOS CIVIL cn No.37752 SSTs?' 01 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET > NORTH ANDOVER,MASSACHUSETTS 01845 �ps$ACHUSEKK� 978.688.9540-Phone Susan Sawyer,REHS/RS 978.688.9542-FAX Public Health Director heAlthdept@townol*northandover.com www.townofn orthandover.c oni FAX TO: From: Fax: Pages: Phone: Date: Re: CC: Y ❑ Urgent ❑ For Review ❑ Please Comment ❑Please Reply ❑ Please Recycle Please contact the Health Department at the above numbers for further assistance. 0 AS-BUILT CHECKLIST RECEIVED JUL 16 2004 LOT NUMBER, STREET NAME TOWN OF NORTH ANDOVER / HEALTH DEPARTMENT ✓/ ASSESSORS MAP& PARCEL NUMBER LOT LINES& LOCATION OF DWELLINGS ✓ LOCATIONS & DIMENSIONS OF SYSTEM, TIES TO LOT LINES &DWELLING, WELLS S. FROM SEPTIC TANK b, FROM LEACH AREA .LOCATIONS OF DEEP HOLES&PERC TESTS f ELEVATIONS OF DISPOSAL SYSTEM TOP OF FDN ELEVATION ✓ LOCATIONS OF WELLS,DRAINS, WATERCOURSES WITHIN 150' OF SYSTEM ,j^ . LOCATION OF WATER,GAS,ELECTRIC LINES, CABLE ✓_ DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK&D-BOX = ORIGINAL STAMP&SIGNATURE IMPERVIOUS AREAS - DRIVEWAYS, ETC. NORTH ARROW LOCATION&ELEVATIONS OF BENCHMARK USED ' t TOWN OF NORTH ANDOVER 0RT1i Office of COMMUNITY DEVELOPMENT AND SERVICES 32�y t lD 6��OL HEALTH DEPARTMENT 27 CHARLES STREET q�NATlP wP�y(J NORTH ANDOVER,MASSACHUSETTS 01845 �SSACHU`�ES 978.688.9540-Phone Susan Sawyer,REHS/RS 978.688.9.542-FAX Public Health.Director healthdept@townofnorthandover.com www.townofnorthandover.coni FAX Toe From: Fax: Pages: Phone: Date: I � Re: CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Please contact the Health Department at the above numbers for further assistance. ! J II 0 Q TOWN OF NORTH ANDOVER NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET gOAnt.P nPM1 .(5 NORTH ANDOVER,MASSACHUSETTS 01.845 �sSAC NUSES Susan Y.Sawyer,REHSJRS 978.688.9540—Phone Public Health Director 978.688.9542—FAX healthdept@townofnorthaiidover.com www.townofnorthandover.com APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: LOCATION: LICENSED INSTALLER NAME: PLEASE PRINT SIGNATURE: TELEPHONE# � CHECK ONE: FULL SYSTEM REPAIR: COMPONENT REPAIR (indicate what parts): * NEW CONSTRUCTION: * If NEW CONSTRUCTION,please attach the Foundation As-Built Plan. $250.00 Fee Attached? Yes No Project Manager Obligation From Attached? Yes No Foundation As-Built? Yes No Floor Plans? Yes No Approval of Health Agent Date: o 0 INSTALLER PROJECT MANAGEMENT OBLIGATIONS I As the North Andover licensed installer for the construction of the septic system for the property at relative to the application of dated for plans by and dated with revisions dated I understand the following obligations for management of this project: I. 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 m license to operate in the e Town of North Andover; significant fines to all P Y p g 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# TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System ( )constructed; ( ) repaired; by located at was installed in conformance with the North Andover Board of Health approved plan, System Design Permit.# ,plan dated , 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. Bed inspection date: Engineer Representative Final inspection date: Engineer Representative Installer: L.ic.#: Date: Engineer: Date: \/�/{" (�/�/� Page 1 of 1 r � S �J t,J DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Friday, May 14, 2004 8:38 AM To: Susan Sawyer; amcbrearty@miliriverconsulting.com; 'Pamela Dellechiaie' Subject: 145 Boston Street Sue and Pam, Improved work at 145 Boston Street. Inspection report attached. Need to make certain internal plumbing flows by gravity to new septic system, that old system properly abandoned, that outlet tee has been installed and that d- box outlets have been made level. Also, you will see that I have started copying Andy with all our communication If you could do the same with relevant information that would be appreciated. amcbrearty_@millriver o _ting_com Dan Daniel Ottenheimer,President Mill River Consulting Septic System Management Services f,� 2 Blackburn Center Gloucester, MA 01930-2259 v` 978-282-0014 or 1-800-377-3044 , fax: 978-282-0012 www.millriverconsulting.com info@millriverconsultin .com n , Q 5/14/2004 O O MILL RIVER CONSULTING Septic System Management Services TOWN OF NORTH ANDOVER SEPTIC SYSTEM CONSTRUCTION NOTES ADDRESS: 145 Boston Street MAP:107B LOT: 45 INSTALLER: Buddy Watson DESIGNER: Merrimack Engineering PLAN DATE: 10/12/03 BOH APPROVAL DATE ON PLAN: 11/7/03 DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 5/13/2004 DATE OF FINAL GRADE INSPECTION: of -71 2--D r->� SELECT SYSTEM TYPE Gravity Distribution COMPONENT SUMMARY FROM PLAN GALLON TANK = 1500 LOADING OF SEPTIC TANK = H-10 GALLON PUMP CHAMBER = n/a LOADING OF PUMP CHAMBER = n/a TYPE OF SAS = Field DIMENSIONS AND DETAILS OF SAS: 25 Infiltrator Chambers ,SITE CONDITIONS Date & Initials Inanactions fisting septic tank properly abandoned . Internal plumbing all to one building sewer ❑Topography not appreciably altered Comments: Plumbing work inside house not completed yet. 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 info@millriverconsulting.com Page 1 of 5 I it 0 0 MILL RIVER CONSULTING Septic System Management Services I SEPTIC TANK ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ® 1500 gallon tank has been installed H-10 loading 2-Piece construction ❑ Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ® Inlet tee installed, over access port ® Outlet tee (gas baffle or effluent filter) installed, over access port ® 24 inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ® Hydraulic cement around inlet & outlet Comments: Gas baffle not in place on outlet tee. Water level not above seam so could not check watertightness. PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ 1000 gallon Pump Chamber installed H-10 loading Monolithic construction) ❑ Inlet tee installed, over access port ❑ Pump(s) installed on stable base ❑ Alarm float working ❑ Pump On/Off float working ❑ Drain hole in pressure line ❑ inch cover to within 6" of final grade installed over one access port ❑ Water tightness of tank has been achieved Visual testing ❑ Hydraulic cement around inlet & outlet Comments: n/a ADVANCED TREATMENT TECHNOLOGY 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282. 0014 info@millriverconsulting.com Page 2 of 5 a MILL RIVER CONSULTING Septic System Management Services ❑ Type of treatment ElInstalled Per manufacturers requirements q ❑ All components working in accordance with manufacturer's requirements Comments: n/a D-BOX ❑ Installed on stable stone base ❑ Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ❑ Observed even distribution ❑ Speed levelers provided (not required) Comments: Survey and water test of d-box indicates outlet pipes not level. Contractor to install adjustable flow leveling devices, to be inspected at final grade inspection. SOIL ABSORPTION SYSTEM ❑ Bottom of SAS excavated down to soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan ❑ 3/4-1 Y2" double washed stone installed ❑ 1/8-1/2" (peastone) double washed stone installed ❑ laterals installed and ends connected to header (and vented if impervious material above) ❑ Orifices @ 5 & 7 o'clock positions ® Gravelless disposal systems: type, number and location as per plan ® Elevations of laterals installed as on approved plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: Dimensions of Infiltrator field measured at 31.25' x 15.75'. Plans specifies 31.25' x 16.15'. Chambers not completely flat, nor at exactly same elevation though this should not appreciably alter performance. 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 info@millriverconsulting.com Page 3 of 5 0 0 MILL RIVER CONSULTING Septic System Management Services PRESSURE DISTRIBUTION ❑ inch manifold ❑ laterals installed with end sweeps size: material: ❑ Squirt test ft in height ❑ Equal distribution to all laterals ❑ orifice size inch as per plan Comments: n/a CONTROL PANEL ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: ❑ Rated for exterior if placed outside Comments: n/a Blackburn ackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282.0014 info@millriverconsulting.com Page 4 of 5 0 0 MILL RIVER CONSULTING Septic System Management Services SYSTEM ELEVATIONS Benchmark: 100.00 Rod at Benchmark: 1.06 Height of Instrument: 101.06 INVERT ON DESIGN PLAN INVERT ELEVATION Building Sewer OUT 94.94 95.14 Septic Tank IN 94.74 94.90 Septic Tank OUT 94.49 94.63 Pump Chamber IN Pump Chamber OUT Distribution Box IN 94.45 94.52 Distribution Box OUT 94.28 94.26 Manifold Lateral 1 Inlet 94.24 94.23 Lateral Inlet 94.24 94.29 Top Chamber 1 94.70 94.52 Top Chamber 5 94.70 94.77 Lateral 3 LOW Lateral 4 HIGH Lateral 4 LOW Lateral 5 HIGH Lateral 5 LOW 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282. 0014 info@millriverconsulting.com Page 5 of 5 Page 1 of 1 O 0 DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Thursday, May 06, 2004 10:53 AM To: Susan Sawyer; 'Pamela Dellechiaie' Subject: 145 Boston Street Sue and Pam, Attached please find the construction inspection form for 145 Boston Street. Needless to say,we'll be back out there. Dan Daniel Ottenheimer,President Mill River Consulting Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com info@miltriverconsulting.com 5/6/2004 o 0 MILL RIVER CONSULTING Septic System Management Services TOWN OF NORTH ANDOVER SEPTIC SYSTEM CONSTRUCTION NOTES ADDRESS: 145 Boston Street MAP: LOT: INSTALLER: Buddy Watson DESIGNER: Merrimack Engineering PLAN DATE: BOH APPROVAL DATE ON PLAN: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 5/4/2004 DATE OF FINAL GRADE INSPECTION: SELECT SYSTEM TYPE Gravity Distribution COMPONENT SUMMARY FROM PLAN GALLON TANK = 1500 LOADING OF SEPTIC TANK = H-10 GALLON PUMP CHAMBER = n/a LOADING OF PUMP CHAMBER = n/a TYPE OF SAS = Field DIMENSIONS AND DETAILS OF SAS: SITE CONDITIONS Date & Initials Inspections ❑Existing septic tank properly abandoned ❑Internal plumbing all to one building sewer []Topography not appreciably altered Comments: Internal plumbing needs to be reconfigured. Installer indicated plumber planning to use grinder pump for all wastewater from house. Reminded him of standards in Title 5 regarding pumping to a septic tank. 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282.0014 in-fo@millriverconsult:ing.com Page 1 of 5 O O MILL RIVER CONSULTING Septic System Management Services SEPTIC TANK ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ® 1500 gallon tank has been installed H-10 loading 2-Piece construction ❑ Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ® Inlet tee installed, over access port ® Outlet tee (gas baffle or effluent filter) installed, over access port ® 24 inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ❑ Hydraulic cement around inlet & outlet Comments: Building sewer not in straight line. Building sewer does not have 2% pitch. Outlet tee not under access port. PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ 1000 gallon Pump Chamber installed H-10 loading Monolithic construction) ❑ Inlet tee installed, over access port ❑ Pump(s) installed on stable base ❑ Alarm float working ❑ Pump On/Off float working ❑ Drain hole in pressure line ❑ inch cover to within 6" of final grade installed over one access port ❑ Water tightness of tank has been achieved Visual testing ❑ Hydraulic cement around inlet & outlet Comments: 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 info@millriverconsulting.com Page 2 of 5 li 0 0 MILL RIVER CONSULTING Septic System Management Services ADVANCED TREATMENT TECHNOLOGY ❑ Type of treatment ❑ Installed per manufacturers requirements ❑ All components working in accordance with manufacturer's requirements Comments: D-BOX ❑ Installed on stable stone base ❑ Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ❑ Observed even distribution ❑ Speed levelers provided (not required) Comments: Visual observation did not indicate even distribution to all pipes. SOIL ABSORPTION SYSTEM ❑ Bottom of SAS excavated down to soil layer, as provided on plan ❑ Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan ❑ 3/4-11/2" double washed stone installed ❑ 1/8-1/2" (peastone) double washed stone installed ❑ laterals installed and ends connected to header (and vented if impervious material above) ❑ Orifices @ 5 & 7 o'clock positions ® Gravelless disposal systems: type, number and location as per plan ❑ Elevations of laterals installed as on approved plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder/concrete /timber/ block) ❑ Final cover as per plan Comments: Infiltrator chambers not installed level, not installed in locaiton per plan. PRESSURE DISTRIBUTION ❑ inch manifold 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 info@millriverconsulting.com Page 3 of 5 0 0 MILL RIVER CONSULTING Septic System Management Services ❑ laterals installed with end sweeps size: material: ❑ Squirt test ft in height ❑ Equal distribution to all laterals ❑ orifice size inch as per plan Comments: CONTROL PANEL ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: ❑ Rated for exterior if placed outside Comments: 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 info@millriverconsulting.com Page 4 of 5 0 0 MILL RIVER CONSULTING Septic System Management Services SYSTEM ELEVATIONS Benchmark: 100.00 Rod at Benchmark: 2.07 Height of Instrument: 102.07 INVERT ON DESIGN PLAN INVERT ELEVATION Building Sewer OUT 94.94 94.89 Septic Tank IN 94.74 94.82 Septic Tank OUT 94.49 94.54 Pump Chamber IN Pump Chamber OUT Distribution Box IN 94.45 94.44 Distribution Box OUT 94.28 94.26 Manifold Infiltrator 94.24 94.31,94.27,94.17 Lateral 1 LOW Lateral 2 HIGH Lateral 2 LOW Lateral 3 HIGH Lateral 3 LOW Lateral 4 HIGH Lateral 4 LOW Lateral 5 HIGH Lateral 5 LOW 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282. 0014 info@millriverconsulting.com Page 5 of 5 I i f � TOWN OF NORTH ANDOVER BOARD OF HEALTH Location- Permit # Food Service $ Retail Food $ Limited Retail $ Seasonal $ Disposal Works Installers $ Disposal Works Construction!/$ / J� Soil Testing $ Design Approval Permit $ Dumpster Permit $ _ Burial Permit $ Swimming Pool Permit $ Animal Permit $ Recreational Camp Permit $ Well Construction Permit $ Funeral Directors Permit $ Massage Establishment License $ Massage Practice License $ Sunta.nning Establishment $ Offal/Trash Hauler $ Other $ 7121 x—�—//— o Health Agent White - Applicant Yellow - Dept. Pink - Treasurer Commonwealth of Massachusetts Map-Block-Lot 1073-0045- ----------------------- Board Of Health PennitNo North Andover BHP-2003-0383P.1. FEE F.I. - Disposal Works Constructi( ( �✓ �, 0, 'q .� Permission is hereby granted JW- Watson, Jr_ Excavating Inc. l� to(Repair)an Individual Sewage Disposal System. ZZ G at No 145 BOSTON STREET � as shown on the application for Disposal Works Construction Permit No. BHF , e :- i System (Repair) i t i ----------------- --- -------------------------------------------------- ------------- -------------------- -- .. =.�ron - - mental Code as described in the Np-P1-U5fl1onT5FD5155aWorks Construction Permit No._BBP-2003-038 Dated December 01,2003 - - - - --------- - - - - ----------------------------------------------------------------- Printed-On-: -------- ------------------------------------------- PrintedOn:Dec-02-2003 Board Of Health Commonwealth of Massachusetts Map-Block-Lot 107.B-0045- ----------------------- Board Of Health PemritNo North Andover BHP-2003-0383 ----P-20------------- P.I. FEE F.I. $250.00 ----------------------- Disposal Works Construction Permit Permission is hereby granted J-W.Watson,-Jr_-Excavating Inc........................... to(Repair)an Individual Sewage Disposal System.at No 145 BOSTON STREET as shown on the application for Disposal Works Construction Permit No. BHP-2003-038 Dated---December-0-1,-2003 ----------------------------------------------------------------- Issued On:Dec-02-2003 Board Of Health ---------------------------------------------------------------------------------- ............................................................................................................................................................................... Commonwealth of Massachusetts Map-Block-Lot 10 -0045- Board Of Health -------------- North Andover Certificate of Comp ' e THIS IS TO CERTIFT,That the Individ- ewage Disposal System (Repair) by ___J_W._Watson, Jr. Excavating Inc. „// -- - - - ---------------------- - ------------------ - ------------------------------------------------------------------------------- Installer at No 145 BOSTON STREET -------------------------------- -------------------------- - ------------------------------------------------------------------------------------------------------------------------ hasbeen installed in ac nce with the provisions of TITLE 5 of the State Environmental Code as described in the application for Di al Works Construction Permit No. BHP-2003-038 Dated December 01 2003 ------------------------------------------------------ Printed On:Dec-02-2003 Board Of Health oil APPLICATION FOR SEWAGE DISPCSAL IMTALIATION HEALTH DEPARTMENT - NORTH ANDOVER, MSS. I hereby make application for a permit for a sewage disposal installation at - . I will install this system in ac- cordance with all the laws of the Commonwealth of Massachusetts and regulations of the Board of Health of the Town of North Andover. Further, I will construct the house sewer of bell and spigot pipe, the minimum diameter being 4 inches, and will maintain a minimum grade of Vo until 10 feet pre- ceding the septic tank, where the grade shall not exceed 2%. I will install a con- crete septic tank of U _�� in size. A manhole (s) permitting easy cleaning will be provided with removable cover (s) of iron or concrete within 12 inches of the ground surface. I will provide subsurface disposal field with 4 inch perforated or open jointed pipe and laid in a series of trenches, the bottom of which will pro- vide a minimum of f 570 lineal (s re4 feet of effective absorption area. The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging in size from 3/4 to 1-1/2 inches (dia. ) and the pipes will be surrounded by similar material to a height of 2 inches above the crown of the pipe. The joints of these pipes will be protected from clogging and before filling the trench, 2 inches of gravel or stone 1/8" to 1/4" (dia. ) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single tile line will exceed 100 feet in length and in any case, two lines of tile will be installed. A minimum of 6 feet will be maintained between the center lines of the disposal field trenches and the average depth of trench shall not exceed 36 inches. No part of the installation will be less than 100 feet from any private water supply, 25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line. I further agree not to cover any portion of this installation until approved by the inspection officer, as provided below, and to incorporate any additional requirements that may be attached to the permit. Plot Plans must be submitted with application. DATE i1 > o / ,9 L d Signature Applicant I hereby issue the above permit for the Board of Health of the Town of North Andover, Massachusetts. DATEA Sig� � - Aat7ure of Health Agent I have inspected the uncovered system indicated above and find everything done as described. DATE Signature of Inspecting Officer Percolation Test Garbage Grinder O � � November 5, 1960 Miss Mary Sheridan R. N. Health Agent Board of Health North Andover, Mass. Dear Miss Sheridan: An examination was made as requested in order to determine the suitability of the soil for the subsurface disposal of sewage on the proposed Boston Street (Lot #3) building site of Horace E. Jackson. The land in general is high. The subsoil in the area was of sandy clay content and a 5-minute percolation test was conducted. It is recommended that a 750 gallon concrete septic tank be installed together with 180 .1ineal feet of drain pipe. Very: truly yours, William J. colt WJD:hd f y-� 1 - L� .. � ` �. C . , r I � �--�--� BOARD OF, HEALTH)S/p TOWN OF' NORTH A.�DO"VER, MS. ti �o ci 3G 1. NAME . . . . . . . . DATE 2. ADDRESS %�: .� . LCT N0. .`�. TEL. 3. N0. OF EEDROOIJS DEN -YBS NO.. . 4. GARBAGE GRINDERAM- SHOW DIIJENSIONS OF HOUSE 6, SHOW DISTANCES OF HOUSE TO ALL PROPERTY LIDS 7, SHOW DIMENSIONS OF LCA 8, SHOW LOCATION AND SIZE OF SEPTIC TANK CR CESSPOOL '»v 9. NUPE LOCATION AND DISTANCE OF WELL FR011 SEWERAGE SYSTEli 10. SHOW LOCATION OF EROOKS, STREAh6g. DITCHES, LEDGE OUTCROP, ETC. 11, SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROIF, HOUSE IJ t t LOCAL REGULATIONS SHOULD EE READ CAREFULLY. 1 /� l 3 r 0 BOARD OF HEALTH NORTH MOVER, MA 0180 978688-9540 APPLICATION FOR SOIL TESTS MAR 14 2003 DATE: MAP &PARCEL: o-z 1j �--- LOCATION OF SOIL TESTS: OWNER: c t- YL l E L-IbI TEL. NO.: 7q Lf ADDRESS: j2j� ed7r ENGINEER: TEL. NO.: 47 CERTIFIED SOIL EVALUATOR: .. 0-21 l,L— r2u F—y (? } Intended Use of Land: Residential Subdivision mgle Family Ho Commercial Is This: / Repair Testing: y Undeveloped p d lot testing: In the Lake Cochichewick Watershed? Yes No THE FOLLOWING 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 upgrades. (If time is not critical, fee for repairs is$75.00) GENERAL INFORMATION I. 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 testing. 6. Within 45 days of testing, a scaled plan(no smaller than I"-100') shall be submitted to the Board of Health showing the location of all tests(including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line - It N.A. Conservation Commission Approval: Date Received: Check Amount: Check Date: .g�`le n ber 020809-22 ( i . UNREGIST"",ED LAND A[torn CICATELLI 8 CICATELLI1 Deed Book 3325 po,,)129 Lender: Plan Book #3121 Pae Lot(s) REGISTERED LAND Owner. Applicant., Reg,Book Sheet Lot(s): Date,* 8/22/2002 Certificate of Title Assessor's Map Bik: Lot i Census Tract MORTGAGE INSPECTION PLAN Scate: 1"=50' 145 BOSTONSTREET, NORTHANDOVER, MA n1f Goodlsoe 1251 ASSESSOR PARCEL 45 25,000sf. 0 _ Parcel 46 ❑ �'°d Parcel 44 #145 2 Sorry e 1250 to East Pasture Cir. BOSI TON STREET ZONING DETERMINATION UNLESS OTHERWISE SHOWN,THE MAJOR STRUCTURES HEREIN WERE IN COMPLIANCE WITH LOCAL APPLICABLE ZONING BYLAWS IN EFFECT WHEN CONSTRUCTED OR IS EXEMPT FROM VIOLATION ENFORCEMENT IF EXISTING MORE THAN TEN YEARS.THIS PLAN IS BASED ON RECORDED DEEDS,PLANS,ASSESSOR'S MAPS AND OCCUPATION. FENCES,DRIVEWAYS,MINOR STRUCTURES,ETC.,IF SHOWN,ARE SUBJECT TO SUCH CHANGES AS AN INSTRUMENT SURVEY MAY DISCLOSE. FLOOD DETERMINATION THE DWELLING SHOWN HERE DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON A MAP OF COMMUNITY# 250098 0008 C AS ZONE X DATED 6/2!1993 BY THE NATIONAL FLOOD INSURANCE PROGRAM. r LO l S 13 ;OL-.i ION iE S =0.11 1 oIV mac:i,: CIS -,C i T --� as oq*i iiNl_ � � irvI E i�. . C AT T I N i E E 1f x hOdr S; a ;i � Ni= i 12, IN/ = ,-. r � p , a: F—T .51 -T-T j; e , 4 f { yyI � i ._ _ _ __...__� -- — — —_---s'..--•'— __ _— _— —_.tee �.. .. 3 L� I Lt i 0 C,=. 10 ISI: �f S� • awv1 s-7` . O. :SOL=.71.0 N i S i.= t i iNlE OF iME . 71 i OVERNIG:-- ;- i t lei E E i N,_ i r. Ni= i 12" r `\ '. .� �' O o FORM 9A Application for Local Upgrade Approval Commonwealth of Massachusetts A,4)rt-.�j ,Old ,Massachusetts (—Cityyfro—wn)4 Application for LOCAL UPGRADE APPROVAL Title 5,-310 CMR 15.000 DEP Approved Form Required by 310 CMR 15.403(1) Form 9A 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 15.417. 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 a septic system constructed in accordance with either the 1978 Code or 310 CMR 15.000. Facility Address: N� /Town: AJ& A-NUIJ EW—' _ Facility/System owner: Address: Cityrrown: 122LEEL A k jUf State: "�-5 Zip: 01 Telephone:. f _ Type of Facility(check all that apply): esidential ❑Institutional ❑Commercial ❑School Describe facility itil;�eule arc C CA*&AL . -/ Type of existing system: ❑Privy - O r-esspool(s) onventional System ❑Other(describe) Type of soil absorption system(trenches,chambers,leach field,pits,etc) Design Flow per 310 CMR 15.203:. Design flow of existing system U gpd Design flow of proposed upgraded system 41alm gpd Design flow of facility t gpd Proposed upgrade of system is: Ka"Ooluntary ❑Required by order,letter,etc.(attach copy) ❑Required following inspection pursuant to 310 CMR-l5.301 Provide date of inspection FORM 9A - Application for Local Upgrade Approval Department of Environmental Protection DEP Approved Foran-3/20/02 Page 1 of 3 r p G o ner's Name: A25 E-WAIA� el:_ a" l . 107 �� Address: 1L4�l Tel : - New tsisol__Repair ✓ Wetlands�� one II^-- Soil Symbol4;�' _Soil lQame Soil Class Deep Observation Hole Logs Elevation Depth Soil Horizon S011 Tenure Soll Color Soil Mottling % Gravel,Stones,etc t2lro�� �i u��b►.�S aUi. Parent Material �1�L _Depth to BedrockStaadin;Water In the Hole: — weeping from Pit Fa EM _F$g�P. ��•• d'4`t'' Fl r,G 9`x.0 «-22'' /S• t','f i., t�Yw3/3 -�' �.6;r4tj OL Parent Material -I''k.ti Depth to Bedtuek Standing Nater in the llole:Ak�Weepia;[tum tit Face t ESSGIY• t t Date -Percolation Tests Observation Hole Depth of Perc t Start Pre-soak- lime at n" Time at 9" Time at 6" Time(9"-6") •Rate Min/Ittch.. Performed B�� LI2i t iJ�� Witnessed Bv- �i _ �`OL Describe the proposed upgrade to the system L A L, f9" G +�?I L f�'i hl� 7f�f>=r L?'ica�-T�i.► sH-�t-f��'�h.,�, Local Upgrade Approval is requested for: Reduction in setback(s) (Describe reductions) Ta C yCi ❑ Percolation rate for 30 to 60 min/inch Percolation rate min/inch ❑ Reduction in SAS area of up to 25% (SAS size and%redubtion) SAS sq ft Reduction % ❑ Reduction in separation between the SAS and high groundwater Separation reduction ft Percolation rate min/inch Depth to groundwater ft ❑ Relocation of water supply well(Explain) ❑ 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(l)(i)(1).The soil evaluator must be amember or aeent of the local approving authority. High groundwater elevation determined by: ' (Print or type evaluator's Name) (Signature of evaluator) (Evaluation Date) Explain why full compliance,as defined in 310 CMR 15.404(1),is not feasible. (Each section must be completed) mP ) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: T 2 An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: AA: Department of Environmental Protection DEP Approved Foran—320/03 Page 2 of 3 ` FORM 9A - Application for Local Upgrade Approval 3. A shared system is not feasible: 4. Connection to a public sewer is not feasible: 4/vZ 4:4/"LAAEL?' The Application for Local Upgrade Approval must be accompanied by all of the following: (Check the appropriate boxes) ❑ Application for Disposal System Construction Permit Complete plans and specifications Site evaluation forms ❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines. Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2). . ❑ Other(List) CERTIFICATION: . f1I,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 maybe significant consequences for submitting false inform 'on,including,but not limited to,penalties or fine and/or imprisonment for deliberate violatio XFacility owner's signature Date Print name Name of preparer - Eur - Date 1�/ 2/0'3 Preparer's Address: GGA AjrV— � City/Town:_ �tifI:J:,v6z State:J-� Zip: Preparer's telephone: f 170 NOTE: 310 CMR 15.403(4)requires the system owner to provide a co of the local upgrade 9 Y P PY Pg approval to the appropriate Regional Office of the Department of Environmental Protection,Bureau of Resource Protection,Division of Watershed Management,upon issuance by the local approving authority and before commencement of construction. peparttne at of Environmental Protection DEP Approved Form-3/20/02 Page 3 of 3 Page 1 of 2 DelleChiaie, Pamela From: Pamela DelleChiaie [pdellechiaie@townofnorthandover.com] Sent: Monday, May 03, 2004 10:43 AM To: 'Daniel Ottenheimer(E-mail)' Subject: FW: Watson - 145 Boston Street Hi Dan, Please see below message and let me know. Thanks. Pam -----Original Message----- From: Sawyer, Susan Sent: Monday, May 03, 2004 10:33 AM To: DelleChiaie, Pamela Subject: RE: Watson - 145 Boston Street Yes, I did the bottom of bed last Thursday. I think I forgot to tell you. Do we still make the engineer call after they do the as-built or not?Please pass Boston St. on to Dan. If he can't do It, I can back him up, but I would rather it be him. If he comes to town, he should drive by Turnpike Street. I bet they are working away, even though he hasn't picked up their permit yet. ff.A'L L b-O Oft L L t around, ! 7 Z ! i•__.� Z Z EI 1 DUi 11 John calls for a UU�S;.7Fi�!,'1e LaePi aElfsF€is i€�;pi11,3 }11�� 1 F3itilCi Ffi�:out. He i ��[fi� _.!'.".' f!,:: !!for-3ri:.. ASAP I am sure- -----Oriqinal ure_-----Original Message----- From: DelleChiaie, Pamela Sent: Mnndau. Mav,,^ ?nn4 #f�;13 A44 To: Sawyer,Susan. �.i hia�r$- irUa 11 _ a b5 ;�rsc:nr, �.r i€ii}si<adtaii%e: Higl Hi Susan. A ..,nrr nn ...^.:�; A s s;oi.<.n •r *»,c inn Thev called while I was at the copier. Please call to confirm when you can ao out todav___ 07 8.45.32262_ Thanks, P Pamela DelleChiaie, Health Dept. Assistant Town of North Andover Community Development& Services 27 Charles Street North Andover, MA 01845 5/3/2004