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Miscellaneous - 80 BRADFORD STREET 4/30/2018
q-7 DC"I/V I An of NoRrN qti SSACHUSE PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division CERTIFICATE OF As of: 12/10/15 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Complete Repair of an On -Site Sewage Disposal System By: Todd Bateson At: 81 Bradford Street Map 61 Lot 37 North Andover, MA 01845 TheMu' ance of this ce i-1 ate5� all not be construed as a guarantee that the system will function satisfactorily. Grant Public Health Agent 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 fax 978.688.8476 Web www.townofnorthandover.com North Andover Health Department [ommunity and Economic Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 81 Bradford St. MAP: 61 LOT: 37 INSTALLER: Todd Bateson DESIGNER: Christiansen & Sergi PLAN DATE: 10/26/15, REV 11/6/15 BOH APPROVAL DATE ON PLAN: 11/11/15 INSPECTIONS TANK INSPECTION: 11/23/15 DATE OF BED BOTTOM INSPECTION: 11/24/15 DATE OF FINAL CONSTRUCTION INSPECTION: 12/1/15 DATE OF FINAL GRADE INSPECTION: �l SITE CONDITIONS N/A Contractor reports any changes to design plan Existing septic tank properly abandoned Z Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: SEPTIC TANK ® Building sewer in continuous grade, on compacted firm base N/A Cleanouts per plan ® Bottom of tank hole has. 6" stone base ® Weep hole plugged ® 1500 gallon tank has been installed H-10 loading ® Monolithic tank construction Water tightness of tank has been achieved by visual testing ® Inlet tee installed, centered under access port F71 Outlet tee installed, centered under access port (gas baffle) ® 24" inch cover to within 6" of finish grade installed over one access port ® Neoprene boots around inlet & outlet Comments: DISTRIBUTION -BOX ® Installed on stable stone base ® H-20 D -Box N/A Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ® Speed levelers provided (not required) ® Schedule 40 PVC Pipe Comments: SOIL ABSORPTION SYSTEM (General) ® Bottom of SAS excavated down to C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan ® 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan N/A Retaining wall (boulder / concrete / timber/ block) ❑ Final cover as per plan Comments: 37'/2 L x 32 W, depth 60" FINAL GRADE Loamed Seeded Cover per plan Comments: DOC ENTS NEEDED Certification of Installation Form submitted y engineer and signed and dated by Engineer and installer As -Built Plan BM = 100.00 HR = 9.10 HI = 109.10 SYSTEM ELEVATIONS ROD ELEVATION AS -BLT INVERT ELEV DESIGN INVERT ELEV Benchmark Building Sewer OUT 6.10 102.65 101.85 Septic Tank IN 6.99 101.76 101.65 Septic Tank OUT 7.29 101.46 101.40 Distribution Box IN 7.53 101.22 101.20 Distribution Box OUT 7.70 101.05 101.03 Lateral 1 TOP 7.76/7.90 Lateral 1 INVERT 100.99 / 100.85 100.98 / 100.85 Lateral 2 TOP 7.76/7.90 Lateral 2 INVERT 100.99 / 100.85 100.98 / 100.85 Lateral 3 TOP 7.76/7.90 Lateral 3 INVERT 100.99 / 100.85 100.98 / 100.85 Lateral 4 TOP 7.76/7.90 Lateral 4 INVERT 100.99 / 100.85 100.98 / 100.85 Laterai 5 TOP 7.76/7.90 Lateral 5 INVERT 100.99 / 100.85 100.98 / 100.85 Top of Chamber Bottom of Bed 8.76 100.34 100.5 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 Bank3 75 100 ® Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ® Trib. to surface water supply 1 .325 325 ® Public well 400 400 ® Interim Wellhead Prot. Area ® Reservoirs 400 400 ® Drains (wat. supply/trib.) 50 100 ® Drains (intercept g.w.) 25 50 ® Drains (Other) Foundation 10 (5) 20 (10) ® Drywells 20 25 Suction line 222(2) z 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 3O , also b NA Y wetland bylaws PUBLIC HEALTH DEPARTMENT Community Development Division OFEnZ -- TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM — INSTALLATION CERTIFICATION �OW�IAF Ht?1�494 � , -H DEPPJM d4T The undersigned hereby certify that the Sewage Disposal System ( ) constructed; NA repaired; By: D a -VS'34E' SD/V (Print Name) Located at: / aP'An FD F. D � % R (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan, originally dated lO /2 h /20 / 5- and last revised on // 16 12.0 /S , with a design flow of Z'Ir-) gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310. CMR 15.000, Title 5 and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As -built which has been submitted to the Board of Health. Bottom of Bed Inspection Date: And - Print Name Final Construction Inspection Date: And - Print Name Installer: v l Engin ignature) Engineer Representative (Signature) Date:— And - Print Name Date: 11 13a 1l.S �f�lCtP C-NP—IS77PV'S l✓ And - Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com 'North Andover — Se- - AS -BUILT 1) Ali changes to the design plan have been reflected and noted on the as -built plan 2) As -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) Locations, Elevations and Dimensions of As -built system components, including reserve (if applicable) 6) `Ties to all tank openings, d -box, and leach area from dwelling or Permanent Structure Setback distances are shown on the as -built plan from system components to: fiSubsurface, interceptor & foundation drains Catch basins ✓Property lines —JaDwellings or other structures Private water supply or irrigation wells Watercourses or wetlands 8) Locations of Wells, Drains, Wetland Resource Areas within 150 feet of system 9) Location of water, gas, electric lines, cable, control panel (if applicable) 10) Location of Structures within 6 Inches of Finished Grade 11) ✓ Original Stamp & Signature 12) N Ity Location and holder of any easements which could impact the system 13) Impervious Areas; Driveways, etc 14) �LNorth Arrow 15) Location & Elevation of Benchmark used 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, have been met." Signature of Designer Date b. "If a STUCTURAL WALL IS PRESENT (NA 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: Thursday, December 10, 2015 Commonwealth of Massachusetts BOARD OF HEALTH North Andover Map -Block -Lot 061.00037 ----------------------- CERTIF ICA TE OF CO L NCE IS IS TO CER TI Y,Tha the divid Sewa Dis al Syste (Repair) by Todd Bateson ------------------------------------ -- ------------------------------ -- ----------------- Install at No 81 BRAD ST ET h installed in accorda e wit the provisions T LE 5 of the State onm al Code as es ibed in the application for Disposal Works ction Permit No. HP -2015-090 Dated ---November 10,-20 - 5 --------------------- On: Nov -10-2015 BOARD OF HEALTH Commonwealth of Massachusetts Map -Block -Lot -� 061.00037 BOARD OF HEALTH - ------------------ Permit No North Andover BHP -2015-0904 ----------------------- FEE - $250.00 ----------------------- DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Todd Bateson - to (Repair) an Individual Sewage Disposal System. at No 81 BRADFORD STREET ---------------------------------------------------------------------------------------------------------------------------------------------------------- as shown on the application for Disposal Works Construction Permit No. BHP -201090' ated -November 10, 2015 riL l(, rY _ __ ____ - ------------------------------------------ Issued On: Nov -10-2015 BOARD OF HEALTH z. y :: Application for Septic Disposal System� Gonstriicion Permit -TOWN OF NORTH MA 0.1845 Important: When filling out forms on the computer, use only" tab key to move your cursor - do not use the return key. V h ❑ Construct a new on-site sewage disposal system* pair or replace an existing, onsite sewage disposal' system* ❑ Repair or replace an existing system component — What? A. Facility Information 7 15�- //- iCj -i TODAY'S DATE 250':Full Repair .00 _ Component �� L1 P� CFiIAr-r, Address or Lot # n dc1�t � TOWN OF NORTH Lu tj City/Town � HEALTH pEpgRTMENTER 2: *TYPE OF SEPTIC SYSTEM": ➢ ❑ pump ravity (choose one) '*`lf pump sy m, attach copy of electrical permit to application*" onventional System (pipe and stone system) ➢ ❑ Infiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certificaffon to install this type of system.) ➢ ❑ Pressure Distribution S.A.S. (No D -Box) ➢ ❑ Pressure Dosed (D -Box Present) SAS. / ➢ ❑ Does the system require an effluent filter? Yes No t/ 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? 2. Owner Information what is the ModW 2 SusITti cc Mame Address ('if different from above) A -,Q City/Town State Zip Code '?7b' � S',2 R -o Telephone Number 3. Installer Information 1OL ,07yN Name Nam; of Co ..ON ENTERPRISES, INC. //oo111 ARGILLA ROAD Address �— 1 U Cityrrown Aw- OW/e;) State Zip Code 9�8' a 70 3 Telephone Number (Cell Phone # If possible, please) 4. Designer'Information ti r f s ' i,,v S- -LNC. Name Name of Company Address"/ L d /414 cgl ,Ff y� City/Town State Zip Code 373-037/0 Telephone Number (Best # to Reach) Application for Disposal System Construction Permit • Page 1 of 2 t I TODAYSDATE $.250.60-o -l FulRep ' alr $125.00i. 060ponent PAGE 2 OF 2 A. Fadility.Information continued.... 6. Typo*ofBulldin-q:29-e-sidential.Dwelling or[DOommerciaI B. Agreement The unders' Igned agrees, to ensure the construction and maintenance of the afore -described on-site sewage disposal system In accordance with the.provIsIons of Title 5 of the EnvIronmental Code, as well as the Local Subsurhice Disposal Regulations for the Town of North Andover, and not to place,the system Ih operation until a Cerfificate of Compliance has been I ssued by this Board of Health. Name, Date PI proved y: 6Y o of th'Representative) P C --iio ame Bate Application Disapproved. for the following reasons: For 0ffI,C8Use 0VjY.- I - Fee Attached?: Yes 2-- P"IeCtM"-Iget Obligation Fonm Aftach*e'dPYes 31: Ifsoi Attach cony ofElectrical M& 4. Fouadadon As-BuAtP (new construction ronly),@ Mes• (Same S=C fisapproved plan) .5. F1oorMws?*(hew -CofiS tru t do n, only): LrUcaoh PerMft ; Pff9e 2 Of 2 ' SB,P'�`IC �$M•IN�A�••�RO' �;LA�►�$14F$I�l�•?�BZ.iCb�It�hfS As di*-Nptffi Aadoveslcwseti asa� fps ie c#4n'fd .1 septic system fc�t the p y (Ad4ix °tom .-P'ctpinn by Re3ativa to thaspptfcod= of (iiaii mme hltd doted Dited J� s klomrsaaw'— VA ivido= dated 9.4m reused dim) I uadetttaad the foDowiag► obligations fat t sagcmcat of Iia Drajeet: ,. 1. As the iastalkc, I 'ws.obligs W i¢ obWaallpeapb aad'l cf�tth VXuvad pbmpft � �pet6o�g anp iovotk eia. R site. . .2. I. ealljwwyand ift nL Ith 3 armay its mea a3�11.tt i�csblek mymnpzy =kqfm#m and the system is nomad , ttun as I= NMI ri&6&mm aftmethm �' 11t�tst�r;��rtgt�edta.i��e�cctyaarlc' .. �.� - �� ...' �• � :tlux is �r'•�etwaiag'�, �iclr . . • b�optAeon �� kstnvtlisve tob�pt�sccut• . .. M�rh-, a '� OIC (as ermatt.fi� tram the a�iaa� must ba itibaiited•tcthe,Bo�rd ofi%a, awl: `3�niIle €ora in' tune. '%flee iuti3t baPata�ftttthie.inapa�dcitt, �chR�itdtp 44 '. �afbe r ' -' 'arnaeg�p•tAai;id.�o .. • . t�dyaedatale � G'-aisstiltermeat �. . haus #o be Abe. ' #� c0ilapltte: Insmlisr a.,i Uot �}u ms I ted tint amlp tipsy g atm re: flfit. ,(t �� d I i• "*'ed . � mraPleae. .iia.�IAti�aftk�esyatr�ii�is�tlit.. . x •t. .. 5.. Slt t aellle;•I e�idtr�l�oad I =sVixm nil pct �f tip coag ' 1K DeQtto�t a�l.�tCp�ru!t:(e17tE� aiftltr e]aats�rb�gal�•,6� i+encfied t - - bv .%r9ped�OaQftllCierad]eadU awd � F�ii�pg ��� d1f7�O1 �01a8tt�l�� d ar afmak, Z7�- esng Y ay oft,.es vva4l=F fiber. &m&imw wall an# Am" 6. Uad d wed Saptic.If ttt : (r04 Ixt�/ —✓�—/�_..-. $ North Andlover&alth Department [ommunity and Economic Development Division November 11, 2015 George and Susan Chory 81 Bradford Street North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for 81 Bradford Street (Man 61, Lot 37) Dear Mr. and Mrs. Chory: The proposed wastewater system design plan for the above site dated October 26, 2015 with a final revision date of November 6, 2015 and received on November 6, 2015 has been approved. The design plan has been approved for use in the construction of a new on-site septic system for a 3 -bedroom home utilizing a gravity leach field. This design plan approval is valid until November 11, 2017. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. In the event an imminent health problem, such as sewage backup into the dwelling is occurring, the North Andover Board of Health may reduce the time period for which this plan is valid. This approval is also subject to the following conditions: 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)). North Andover Health. Department, 1600 Osgood Street, Suite 2035 Page 1 of 2 North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 81 Bradford Street November 11, 2015 2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sir ly, i, Michele Grant Health Inspector Encl. Installers list cc: Philip Christiansen, P.E. File North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Page 2 of 2 Fax: 978.688.8476 Hadge, Lisa From: Hadge, Lisa Sent: Friday, November 06, 2015 10:05 AM To: Dan Ottenheimer; Isaac Rowe; Pam Lally Cc: Grant, Michele Subject: 81 Bradford Street Attachments: 201511061021.pdf Good Morning, This was just dropped off this morning. Lois will forward me a PDF of the plan. I will forward it to you as soon as I receive it. -----Original Message ----- From: noreply@townofnorthandover.com [mailto:noreply@townofnorthandover.com] Sent: Friday, November 06, 2015 10:21 AM To: Hadge, Lisa Subject: Message from "ComDev-Health-Ricoh" This E-mail was sent from "ComDev-Health-Ricoh" (Aficio MP C3002). Scan Date: 11.06.201510:21:00 (-0500) Queries to: noreply@townofnorthandover.com 1 CSCHRISTIANSEN & SERGI, INC. ' PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET, HAVERHILL, MA 01830 tel: 978-373-0310 www.csi-engr.com fax 978-372-3960 November 6, 2015 RECEIVED Ms. Michele Grant NOV 0 6 2015 Health Inspector TOWN OF NORTH ANDOVER North Andover Health Dept. HEALTH DEPARTMENT 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Re: Subsurface Sewage Disposal System Repair Design Plan for 81 Bradford Street (Map 61, Lot 37) Dear Ms. Grant: We have spoken to Isaac Rowe of Mill River Associates and were able to clarify some of the outstanding issues, as follows: Isaac sent us a copy of his field notes with the log for Test Pit #2. We have revised the plan and Form 11 accordingly. 2. We have replaced the circular AutoCAD symbol for the test pits on the site plan with symbols that are more representative of the actual sizes and locations of the pits. Test Pits 1 and 3 are within the edges of the proposed leaching field. 3. The new leaching field is proposed in the same location as the existing failed system for several reasons: a. It minimizes the impact on the plumbing system within the house. b. It minimizes the impact to the grading on the lot. C. It preserves the large trees in the back yard. d. It preserves the ability to install a swimming pool in the back yard. e. It will better facilitate a connection to a future municipal sewer. f. The existing leaching field has been functioning for 50 years. It stands to reason that the location is well suited for sewage effluent disposal. For the above noted reasons the high cost of replacing the septic system will be somewhat lessened for the owners, and the potential for future improvements in the back yard will be maintained. I trust that these responses, along with the attached revised plans and Form 11, adequately address the outstanding comments. Please contact me if you have any questions. 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L L U U -0 cn 0 M L -O >' L > C om — a) 00_. > C f0 .° o -f°0 >+@ U-) c 0 U 0 w U 0 ca G U t U (0 C� j M co N C L c - +� O 0 7 ,i>-' co � c0i 'C U O U a N T N O r O y co O 0 CD LO 0 00 � W 'a U) Lu (1) - 0` W 2 c w C > cc CD C15 U) N c 0 m c 0 .a X W N c 0 m W O U) 16 0 E IM Z m `o CL H co 6 c N 0 -o Q) 0 0 m N w 0 c m 0 c t �3 O L ns O) C O CL CL co N L O CID 0 0 rn M O LL R CIO a North Andover Health Department Community and Economic Development Division November 2, 2015 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for 81 Bradford Street (Map 61, Lot 37) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated October 26, 2015 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. Test pit #2 was documented at the time of the soil evaluation. Please provide the soil test pit data on the design plan and the soil evaluation Form 11. 2. The test pits should be depicted to reflect the locations accurately. Currently there are no test pits within the proposed system area which would require a variance from 310 CMR 15.102(2)). A Local Upgrade Approval could be requested for having only one test in the proposed system area if needed. 3. The finished slopes of a mounded system are required to have a 3:1 slope (3 10 CMR 15.255(2)). Modify the site plan and profile views accordingly. 4. A swale is required for finish grading within 5 feet of the property line (3 10 CMR 15.255(2)). 5. Please explain why the new leach field is not proposed in an area of undisturbed naturally occurring pervious material. The current proposed location is in the same location of the existing system which will require a considerable amount of existing material to be removed and replaced with sand fill. North Andover Health Department, 1600 Osgood Street, Suite 2035, Page 1 of 2 North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Please feel free to contact the office or Mill River Consulting at 978-282-0014 with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerely, Ir L Michele Grant Health Inspector cc: George & Susan Chory File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 ,�..,,....,,• ��'� 'til, al, f North Andover Health Department Community and Economic Development Division November 2, 2015 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for 81 Bradford Street (Map 61, Lot 37) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated October 26, 2015 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. Test pit #2 was documented at the time of the soil evaluation. Please provide the soil test pit data on the design plan and the soil evaluation Form 11. 2. The test pits should be depicted to reflect the locations accurately. Currently there are no test pits within the proposed system area which would require a variance from 310 CMR 15.102(2)). A Local Upgrade Approval could be requested for having only one test in the proposed system area if needed. ' 3. The finished slopes of a mounded system are required to have a 3:1 slope (3 10 CMR 15.255(2)). Modify the site plan and profile views accordingly. 4. A swale is required for finish grading within 5 feet of the property line (3 10 CMR 15.255(2)). 5. Please explain why the new leach field is not proposed in an area of undisturbed naturally occurring pervious material. The current proposed location is in the same location of the existing system which will require a considerable amount of existing material to be removed and replaced with sand fill. Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 North Andover Health Department Community and Economic Development Division November 2, 2015 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for 81 Bradford Street (Map 61, Lot 37) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated October 26, 2015 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. Test pit #2 was documented at the time of the soil evaluation. Please provide the soil test pit data on the design plan and the soil evaluation Form 11. 2. The test pits should be depicted to reflect the locations accurately. Currently there are no test pits within the proposed system area which would require a variance from 310 CMR 15.102(2)). A Local Upgrade Approval could be requested for having only one test in the proposed system area if needed. 3. The finished slopes of a mounded system are required to have a 3:1 slope (3 10 CMR 15.255(2)). Modify the site plan and profile views accordingly. 4. A Swale is required for finish grading within 5 feet of the property line (3 10 CMR 15.255(2)). 5. Please explain why the new leach field is not proposed in an area of undisturbed naturally occurring pervious material. The current proposed location is in the same location of the existing system which will require a considerable amount of existing material to be removed and replaced with sand fill. Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Please feel free to contact the office or Mill River Consulting at 978-282-0014 with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. i�n�cerely, iC Michele Grant Health Inspector cc: George & Susan Chory File i i Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS CS1 160 SUMMER STREET, HAVERHILL, MA 01830 tel: 978-373-0310 www.csi-engr.com fax 978-372-3960 November 3, 2015 Ms. Michele Grant Health Inspector North Andover Health Dept. 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Re: Subsurface Sewage Disposal System Repair Design Plan for 81 Bradford Street (Map 61, Lot 37) Dear Ms. Grant: We have received your November 2, 2015 comments on the above referenced plan, and we offer the following response. To facilitate the review of this information we have reproduced your comments, and our responses follow each comment in blue italics. 1. Test pit #2 was documented at the time of the soil evaluation. Please provide the soil test pit data on the design plan and the soil evaluation Form 11. As noted on the site plan label for Test Pit #2, Steve Eriksen, the soil evaluator, did not log the test pit. There isn't any test pit data to add to the plan or to Form 11. 2. The test pits should be depicted to reflect the locations accurately. Currently there are no test pits within the proposed system area which would require a variance from 310 CMR 15.102(2). A Local Upgrade Approval could be requested for having only one test in the system area if needed. The property owner has requested that the new leaching field be located in the same location as the failed leaching field. The test pits were dug just outside of the existing field to evaluate the soils in the system area without damaging the existing leaching field. The soil evaluator discussed this approach with the Town's witness, Isaac Rowe of Mill River Associates, and Isaac did not object. It would have been impractical, and a potential health hazard, to dig a test pit within the limits of the proposed leaching area. 3. The finished slopes of a mounded system are required to have a 3:1 slope (310 CMR 15.255(2)). Modify the site plan and profile views accordingly. 310 CMR 15.255(2) allows adjustments to the slope requirements if the design incorporates a suitable impervious barrier. The type and location of the proposed impervious barrier are shown on the site plan, and .the location and top and bottom elevations are shown on the cross section and system profile. The required 15 foot separation to a 3:1 slope is provided from the bottom of the impervious barrier (see cross-section and profile). 4. A swale is required for finish grading within 5 feet of the property line (310 CMR 15.255(2)). The pertinent section of 310 CMR 15.255(2) states that "the toe of the slope shall be a minimum of five feet from any property line, or a swale or other drainage system directing runoff away from the adjacent property shall be installed". Since the existing ground slopes down hill toward Bradford Street and White Birch Lane, the drainage conditions of the front yard will be unchanged when the new system is installed, and there isn't any adjacent property that could be affected by the grading. A swale would not serve any practical purpose, and in fact would interfere with the continuation of the drainage of the front yard toward the roads. 5. Please explain why the new leach field is not proposed in an area of undisturbed naturally occurring pervious material. The current proposed location is in the same location of the existing system which will require a considerable amount of existing material to be removed and replaced with sand fill The property owner has requested that the new leaching field be located in the same location as the failed leaching field. The test pit data indicates that greater than 4 feet of naturally occurring pervious material exists in the system area. The test pits also indicate a very deep Bw layer that will have to be removed (to depths of 58" and 40" in the two test pits). It is likely that the existing leaching area is above these depths, so the presence of the existing failed system will probably not have any impact on the amount of sand fill required for the new system. I trust that these responses fully address all of your comments. Please note that time is of the essence to the property owners, as they want to have the new system installed this fall, and the Town's construction deadline of December 1St is approaching. Please contact me if you have any questions. Very truly yours, Christiansen & Sergi, Inc. Philip G. Christiansen Cc George & Susan Chory Susan Sawyer, Health Director 0 Page 2 Grant, Michele From: Isaac Rowe <irowe@millriverconsulting.com> Sent: Thursday, November 05, 2015 1:56 PM To: Hadge, Lisa Cc: Grant, Michele; Isaac Rowe Subject: RE: 81 Bradford St NA-disappoval Itr Michele, I had a good talk with Dan O'Connell from Phil's office. He will provide the soil log for TP -2, reflect the test pits more accurately and provide a stronger explanation for siting the new system as shown on the design plan. We should be receiving a revised design plan soon. Thanks, Isaac M. Rowe, R.S. Project Manager Mill River Consulting 6 Sargent Street Gloucester, MA 01930-2719 Phone: 978-282-0014 ext.804 Fax: 978-282-1318. irowe@millriverconsulting.com www.millriverconsulting.com -----Original Message ----- From: Hadge, Lisa [mailto:lhadge@townofnorthandover.com] Sent: Wednesday, November 04, 2015 9:36 AM To: Dan Ottenheimer; Isaac Rowe; Pam Lally Subject: FW: 81. Bradford St NA-disappoval Itr Please read below. They did not submit new plans. -----Original Message ----- From: Grant, Michele Sent: Wednesday, November 04, 2015 9:33 AM To: Hadge, Lisa Subject: FW: 81 Bradford St NA-disappoval Itr -----Original Message ----- From: Lois Christiansen [mailto:lois@csi-engr.com] Sent: Wednesday, November 04, 2015 8:58 AM To: Grant, Michele Cc: George & Susan Chory 1 I Subject: RE: 81 Bradford St NA-disappoval Itr Good morning, Please find attached response letter to your comments on the Septic System repair for 81 Bradford St Please do not hesitate to call if you have any additional questions. Thanks, Phil -----Original Message ----- From: Phil Christiansen Sent: Wednesday, November 04, 2015 8:47 AM To: Lois Christiansen <lois@csi-engr.com> Subject: FW: 81 Bradford St NA-disappoval Itr Regards, Philip Christiansen P.E. CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 Summer Street Haverhill, MA 01830 (978) 373-0310 (978) 372-3960 fax -----Original Message ----- From: Grant, Michele[mailto:MGrant@townofnorthandover.comj Sent: Tuesday, November 03, 2015 10:10 AM To: Phil Christiansen Cc: 'George & Susan Chory'; Hadge, Lisa Subject: 81 Bradford St NA-disappoval Itr Good Morning Phil, Attached, please find the disapproval letter for 81 Bradford st North Andover Sincerely Michele E. Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover, MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email merant(@tnwnnfnnrthnnrirniar rnm Hadge, Lisa From: Hadge, Lisa Sent: Monday, October 26, 2015 2:13 PM To: Dan Ottenheimer; Isaac Rowe; Pam Lally Cc: Grant, Michele Subject: FW: 81 Bradford St. Attachments: 81 Bradford Street Septic Repair Design 10-26-2015.pdf; 81 Bradford St..pdf Attached is a pdf septic plan and paperwork for 81 Bradford St. From: Lois Christiansen [ma iIto: lois0)csi-engr.com] Sent: Monday, October 26, 2015 2:11 PM To: Hadge, Lisa Subject: 81 Bradford St. Good afternoon Lisa, Please find attached electronic copy of design plan for 81 Bradford St. Thanks, Lois Lois Christiansen Christiansen & Sergi, Inc 6otftaua,Gi � TOWN OF NORTH ANDOVERA.WioiG Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, REHS/RS 978.688.9540 - Phone978.688.8476- FAX Public Health Director E-MAIL: healthdept(atownofnorthandover com WEBSITE: http://www.townoffiorthandover.com SEPTIC PLAN SUBMITTAL FORM Date of Submission: i D 12-6 IZ-01,5- Site Location: S{yee,4- Engineer: h <r 1 S 47 et v riot x., r�r New Plans? Yes $225/Plan Check #(includes 1St submission and one re- review only) Revised Plans?Yes $75/Plan Check # Site Evaluation Forms Included? Yes No Local Upgrade Form Included? Yes No lei Telephone #: q7k - 3 73 -D 3 /-6 Fax #: E-mail: PA„J L �Su-Pngy , CD/►'► Homeowner Name: Geos e A- susam ChD � AEGEWED- OFFICE USE ONLY OCT 2 6 2015 When the submission is complete (including check): TOWN OF NORTH ANDOVER ➢ Date stamp plans and letter HEALTH DEPARTMENT V Complete and attach Receipt Copy File; Forward to Consultant ➢ V Enter on Log Sheet and Database No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH i'QW 1,I -OF-- N./ 09 T -f AAAI IJ OUE 1�- APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ( Upgrade ( ) Abandon ( ) - &;,�omplete System ❑ Individual Components Fri j3rtd-(rtj S77�- Loc tion �% l�.� 2 :7 Map/Parcel # Lot # Installer's Name Address Telephone # Type of Building: ybd a me— Lot Size q �1 000 �S . feet Dwelling — No. of Bedrooms Garbage Grinder ( Other — Type of Building No. of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow (min. requirX-o )�3 C7 gpd Calculated design flow gpd Design flow provided?36gpd Plan: Date Number of sheets `Z— Revision Date Title C6rLd1/' - / Rn, "A Description of Soil(s) Soil Evaluator Form I DESCRIPTION OF Name of Soil E OR ALTERATIONS Date of E The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the syst9fn in operation until a Certificate of Compliance has been issued by the Board of Health. 7 Signed Date ZO- FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 /-j / ��l A n eras Name % v_AlIrress (gGG33J �2 -6 Telephones [ P7� Sit S� De gnerf/LmI&-3 0 Ilk' -37-3 —63 / Address Telephone # Type of Building: ybd a me— Lot Size q �1 000 �S . feet Dwelling — No. of Bedrooms Garbage Grinder ( Other — Type of Building No. of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow (min. requirX-o )�3 C7 gpd Calculated design flow gpd Design flow provided?36gpd Plan: Date Number of sheets `Z— Revision Date Title C6rLd1/' - / Rn, "A Description of Soil(s) Soil Evaluator Form I DESCRIPTION OF Name of Soil E OR ALTERATIONS Date of E The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the syst9fn in operation until a Certificate of Compliance has been issued by the Board of Health. 7 Signed Date ZO- FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 /-j No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH Taub 0_0F A_10/Z?7-F- ALUMUEI't- APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair (�NA- Upgrade ( ) Abandon ( )-"&Ltomplete System ❑ Individual Components I B idd -Cnd 5-j" Loetion� Map/Parcel # Lot # Installer's Name Address Telephone # Own er;$ Name �lX % Address 8'3 - .SZ Telephones %/1 [ _/IL D gner�s� �7�' Nami // ,1 ^Q .0�d Q Address [ lV�" -3 73 --a3 f 4 Telephone # Type of Building: V In M<f-- Dwelling — No. of Bedrooms Other — Type of Building No. of persons Other fixtures Design Flow (min. require )gpd Calculated design flow_ Plan: Date Number of sheets —�eZ— Title 5"a li-i L fifer" is/ R�22C��<t712d�. f Description of Soil(s) Soil Evaluator Form DESCRIPTION OF Name of Soil RS OR ALTERATIONS Ivnttlo - t _Sres A-& n Lot Size DW � . feet Garbage Grinder Showers ( ), Cafeteria ( ) gpd Design flow provided:? 36gpd cion Date Date of Evaluation 10 0 0,( The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further a 7 rees not to place the sylt9in in operation until a Certificate of Compliance has been issued by the Board of Health. Signed _ Date Lac, Inspections FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑ Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ), Repaired ( ), Upgraded ( ), Abandoned ( ) by: at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit. All local conditions must be met. Date FORM 2 - DSCP FORM 1255 (REV 5/96) Board of Health DEP APPROVED FORM 5/96 H&W HOBBS& WARREN T11 PUBLISHERS - BOSTON No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH TOW OF N/08-77+ ANJ�aU�� APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ('-A- Upgrade ( ) Abandon ( ) -' Zomplete System []Individual Components 8 / a n,6 -end sy' % Loc&�6 � / Map/Parcel # Lot # Installer's Name Address Telephone # Cenme J� S66am �iOwn er;� Name Address 919 - 6 8'3 - 5 Y a Telephone//.4 J�IL� ` ` f D goer', t Nami // " -0 Address [ q7k' 373 -63l b�31 s Telephone # Type of Building: ftd + m e Lot Size 4 � o� '—SS feet Dwelling — No. of Bedrooms `3 Garbage Grinder Other — Type of Building No. of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow (minrequiregpd Calculated design flow gpd Design flow provided? 6gpd Plan: Date Number of sheets �Z� Revision Date Title.niiL, dem emir! —el f\/79 Description of Soil(s) Soil Evaluator Form No DESCRIPTION OF Name of Soil AIRS OR ALTERATIONS_ 4wmk-- t SuS le&y l V Date of The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further a rees not to place the sys in operation until a Certificate of Compliance has been issued by the Board of Health. �Signed _ Date 'Zola /��— Inspections FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑ Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ), Repaired ( ), Upgraded ( ), Abandoned ( ) by: at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit. All local conditions must be met. 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T' �♦ �"" 't >"% ti' ♦ • '�� 'Fa IiA� N 5 © ° L ai Q � LOM Gw 0 0 N N N O N �a m V Soil Map—Essex County, Massachusetts, Northern Part Map Unit Legend 81 Bradford Street North Andover 310B Woodbridge to 8 perces 310C Woodbridge i to 15 perc4 Totals for Area of Interest USDA Natural Resources . Web Sod Survey 1012192015 �a Conservation Service NaSonal Cooperative Soil Survey Page 3 of 3 Essex County, Massachusetts, Northern Part (MA605) Map Unit Symbol Map Unit Name Acres in A01 Percent of A01 38A Pipestone loamy sand, 0 to 3 1 2.2 5.3% percent slopes 12550 1 Windsor loamy sand, 8 to 15 0.21 0.6% percent slopes i 256A Deerfield loamy fine sand, 0 to 9.41 22.8% 3 percent slopes 300B I Montauk fine sandy loam, 3 to 8 2.7% percent slopes 300C Montauk fine sandy loam, 8 to 4.9! 11:9%' 15 percent slopes P305C; Paxton fine sandy loam, 8 to 15 9.8 i 23.8%1 percent slopes �.306D i Paxton fine sandy loam, 15 to 5.21 12.8%1 25 percent slopes, very stony! 310B Woodbridge to 8 perces 310C Woodbridge i to 15 perc4 Totals for Area of Interest USDA Natural Resources . Web Sod Survey 1012192015 �a Conservation Service NaSonal Cooperative Soil Survey Page 3 of 3 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Commonwealth of Massachusetts City/Town of North Andover Percolation Test Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. A. Site Information George Chory Owner Name _ ---- -- 81 Bradford Street _ Street Address or Lot # North Andover Ma. 01845 City/Town State Zip Code Contact Person (if different from Owner) B. Test Results Observation Hole # Depth of Perc Start Pre -Soak End Pre -Soak. Time at 12" Time at 9" Time at 6" Time (9"-6") Rate (Min./Inch) Telephone Number 10/8115 10 _ Date Time Date Time 1 63" 10;08 10:23 10:23 10:30 10:48 18 min 6 min./in Test Passed: ❑ Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ Steven Eriksen Test Performed By: _ Issac Rowe Board of Health Witness Comments: t5form12.doc• 08/15 Pere Test • Page 1 of 1 't TOWN OF FORTHNT WNTR Office of COAM ITY DEVELOPMENT AND SERVICES HEALTH DEPARTAIENIT 160 OSGOOD S'IWFT,-.SLWE 2035 + NORTH AINDOVI R, MASSACHUSETTS 0184-5 �BS,':�an 7%, Se't' ter' f68:.Y3a ., RS 9 1 19.68 ,9540 — .c # La`}re lkt;l.;lic lfealth Direvtsa S, g . fi - .r A,X vnvw,towno1horthandovcr,com SEP 2 5 2015 APPLICATION TION FOS SOIL TESTS -- TOM OF NORTH ANDOVER DAXE, cx"S ,i� iIMAP & PARCEL:61/37 HEALTH DEPARRAENT LO.CATIO O.>« sal:. TESTS. -IV 11 Bradford . Street - O E : George > Susan hor Cottact#. 978.683.5280 APPL,same_ ADDRESS. Bradford St I✓NGTNE R: Philip Christiansen Contact contact, 978373.0310 CERTIFIED SOIL F.VAI.LLATOR: Steve Eriksen Intended Use of .aud. Residential .Subdivision Single Family J✓lcame Commercial ls'T his; Repair Testipng:'?�— Undeveloped Lot Testing; Upgrade for Addition: In t% Lake C.ochiche%rick Vdatershetl? Yes No X THE FOLLOWING MUST BE LNCLUDED WITH THIS F0RJM r Proof of farad ownership (Tape bill, or letter front owner permitting test,) I J ":r_ .il" i"1` t Rfti A LqggftQn g Tcstia aye indkate test ' sLW gar the &Lan > Fee of $42ELO per lot for pew_ construction. This covers the. -minimum two deep boles and two percolation tests required .for each disposal area. Fee of 1360." per lot for r airs or as Endes. GENERAL INFORMATION' ATION' > Only Certified Soil Evaluators may perfprm deephole inspect -lions, Only Mass. Registered Sanitarians and Profess onai Engineers can design septic plans, > At least: two deep holes and two percolation tests are required for each septic system disposal area. Repairs require at least two deep holes and at least one percolation test; at the discretion of the BOH representative, a Full papnent will Ue required for all additional tests within, two woks oftesting, F Within 45 days of testing, a scaled plan (no smaller than I" -,).tit?') shall be submitted to tlx: Board ofHealtb showing the locationof all. tests (including aborted tests). !;litJhin Erol days of testing sail evaluation forms stall be subrm ifted. Please Elia Not Writt Below This Line MA. Convervahon Coinniftwon Approval Signature of Comma action Braie back, rpt Health Depaararrdew: Encamp ua}: � SEE REVERSE SIDE FOR IMPORTANT INFORMATION THE COMMONWEALTH OF MASSACHUSETTS TOWN OF NORTH /ANDOVER Fiscal Year 20161st Quarter Preliminary Real Estate Tax Bill Office of Collector of Taxes Jennifer Yarid, Treasurer/Collector qc#7947 NoAndRESgIT30 P1**"*** *AUTO `*5 -DIGIT 01840 "1"1'I'lll'Iltl'IIIIIII`Illlllllllllllllll" BRADFORD STREET REAL TRUST GEORGE & SUSAN CHORY, TRS 81 BRADFORD ST NORTH ANDOVER MA 01845-1113 PROPERTY DESCRIPTION I LOC:81 BRADFORD STREET CLASS CODE: 101 MAP -LOT -PLOT: 210-061.0-0037-0000.0 BOOK/PAGE: 3978 / 41 RES. EXEMPT: $0 LAND AREA: TOT TAXABLE VAL: 329500 Assessed Owner as of January 1, 2015: BRADFORD STREET REAL TRUST GEORGE & SUSAN CHORY, TRS 81 BRADFORD STREET NORTH ANDOVER, MA 01845 Bill No. Make checks Payable To: Town of North Andover Collector of Taxes P.O. Box 184 Medford, MA 02155-0002 Office Hours: Mort. 8:00 - 4:30 Tues. 8:00 - 6:00 Wed. 8:00 - 4:30 Thurs. 8:00 - 4:30 Fri. 8:00 -12:00 TAX COLLECTOR: 978-688-9550 ASSESSOR: 978-688-9566 Pay online at www.townofnorthandover.com Please use the enclosed lockbox envelope to expedite your payment. This will assist us in processing your payments more efficiently. The Tax Collector's Office is located at 120 Main Street. Town of North Andover Fiscal Year 20161st Quarter Preliminary Real EstateTax Bill Jennifer Yarid, Collector of Taxes Interest at the rate of 14% per annum will accrue on overdue payments from the due date until payment is made. 1st Quarter Receipt Bill No. 2093 Preliminary RE Tax $2370.76 Preliminary CPA $49.54 Subtotal $2420.30 1st Qtr. Due 8/03/2015 $1210.15 2nd Qtr. Due 11/02/2015 $1210.15 Payments Made $0.00 AMOUNT DUE 813115 $1210.15 Grant, Michele From: George & Susan Chory <gmcscc@gmail.com> Sent: Wednesday, September 23, 2.015 8:57 AM To: Grant, Michele Subject: Re: Septic Procedures 81 Bradford st Thanks, Michele. I called him late afternoon yesterday and he will try to get it done today or tomorrow. I explained to him that we have a narrow window, and he understood. Thanks for your reply. Sue On Tue, Sep 22, 2015 at 5:54 PM, Grant, Michele <MGrantgtownofnorthandover.com> wrote: Hi Susan, He has not submitted the application as of yet. Michele E. Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover, MA 01845 Phone 978.688.9540 fax 978.688.8476 Email mgrant@townofnorthandover.com Web www.TownofNorthAndover.com 1 From: George & Susan Chory [mailto:4mcscc gmail.com] Sent: Tuesday, September 22, 2015 9:51 AM To: Grant, Michele Subject: Re: Septic Procedures 81 Bradford st Hi Michele, Have you been contacted yet by our engineer to start the process? We are working with Phil Christiansen and I understand that step one is to schedule a PERC test. Thank you very much for your support - this is much more manageable with your assistance! Sue Chory On Tue, Sep 15, 2015 at 4:45 PM, Grant, Michele < > wrote: Hi Cecil, As per our conversation. Please see the attachments. It can be a little overwhelming, but if you have any questions please call. Good Luck Michele E. Grant Public Health Agent + Town of North Andover 2