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HomeMy WebLinkAboutCorrespondence - 657 FOREST STREET 6/4/2010 OORTH BUILDING PERMIT o����co TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION _ Permit NO: Date Received �y A0".'r PPP�Ry SAC US Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION Pra t PROPERTY 01t�NER°" F?.rtot -MAF'��D %Clc�.� PARCEL:�Zl 'ZON]N� D1ST#ZI �� N�storic`D�stfict yes °no .._,, : ' Madhine Shop:Village yes no_ TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family w-" Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: De olition Other "Septic:' V�le(I _ F(oodplairi etlands. Ullatersfaed DiStnct - . U�laterlSewer DESCRIPTION OF WORK TO BE PREFORMED: Identificatio lease a or Print Clearly) OWNER: Name: decrie- Ap0gh1ef wt("cam a-e) Phone: Address: �I'lc►� c 51�- �d��a(s��� o3 CONTRACTOR Name hone85` � A: Address ry �. up'eru�sor's Cans#rta:ct�onioenseS xp Date 17 pE lmroa�emerrt'Lioense EXp ARCHITECT/ENGINEER &0 9 Phone: 7 0 Address: /L iW�IAC U Q(4 #- .3 �mes k,V 114A 0116 Reg. No. FEE SCHEDULE.BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ ©` FEE: $ �F Check No.: Receipt No.: NOTE: Persons contracting with egistered contractors do not have access to th ranty fund Signature of Agent/Owner Signature of°contracto S1N:3WWOO alep/emleu6is Iuauupe ea ei[i IaeJIS weld tlz le p81e30-1 ou saR alts uo aalsdwnn dwal- INBKJ.HVd3® 3 Id }aaa}S poo so egg paleoo-I :aan4eu2ls :.taaulNuj uMos, MJ(j IiwJad ennaniJ4 alea '8 ejnjeu js/uolloeuuoO aameS 19 aaleM sluauawoO :uoisioaa uo1lenJasuo0 sluawwoo :uoisioaa pJeog buiuueld say( pelliwgns Idiaoaj/uoisioaa 6uiuoz :ON uoililad 'aoueiJen :sjeaddy Io pjeo8 5uiuoZ S1N3WWOO C ainjeu iS uo pannalna�] H11V3H S1N3WWOO e4nleu iS uo pannainay NOIIVA113SNOO S1N3WWOO 1NMdOMIA30 V JNINNVId 03AO?Idd`d 3144 43103(3�1 31VG WbOd n - Jd0 NOIS -IVIN3W12I`dd3OU31N1 AlW asn 301dd0 U0=1 SNO1103S ONIM0110J 3H1 ol!S uo.iolsduzn(I luauuuuad •olo`CBI opdos)alBnud saiBS/?UI2-e ioBd poo3 sa}BS 000ugoZ itam stood fuiuzurtms �Xpog/a$BssBW/2umue L zamos oiignd 'IVSOdSIQ HO` 'JHA HS d0 HJAI --- -- - sueid PedwelS - Ueld pjd pa!jPG-0 panieM sueid peiiiwgns sueid elleChiale, Pamela From: Sawyer, Susan Sent: Monday, August 16, 2010 10;41 AM To: Grant, Michele De l Subject: FW14127-Nasainp 657 Forest St-N Anpver MA.pdf Attachments: 114127-Haseltine-6���� tw � ore MA.PDF; well reps adopted 3.02 altered 6.24.04.doc Pam, Michele took a phone call from George Haseltine this AM. If George has additional questions please refer him back to these emails. He was going to do a second water test before OC per my request. -----Original Message----- From: George Haseltine [mailto:george.haseltine a gmail.com] Sent: Wednesday, June 02, 2010 11:53 AM To: Sawyer, Susan Subject: Re: 114127-Haseltine-657 Forest St-N Andover MA.pdf Hi Susan, No problem about the second test, we will perform prior to CO. Thanks for the reply. My Project Manager, Joseph Saltalamacchia, will be corning in with the paperwork to get the permit signed. tomorrow. Will you be around then as well? George On Wed, Jun 2, 2010 at 10:53 AM, Sawyer, Susan<ssayetr.>tc, trl'x7e>tlaxcic>ver.ccn >wrote: > Yes, I am able to sign the building permit. Are you coming in today? > I have to go out at 12:15 — 1, but should be around otherwise. • The well is potable. However the parameters that exceed the limits •will affect the quality of the water; there may be odor, off tastes • and will result in laundry staining issues. • I am requesting that a second test be conducted prior to occupancy. •This is for a couple of reasons. > 1) The fluoride reading is unusually high for a drilled well. >This is confusing. i >2) I think a confirming test should be completed before > determining what/if any type of filtration system should be > considered. There are a couple of items that should be addressed if >they are confirmed and Health may require them. > 3) Since this system is on septic,please note that the septic >tank will not be approved to accept the back wash from any filtration > system. A separate dry well should be sited. >Thank you > Susan >From: George Haseltine [mailto:george.haseltine @gmail.com] > Sent: Wednesday, June 02, 2010 9:52 AM > To: Sawyer, Susan > Subject: Fwd: 114127-Haseltine-657 Forest St-N Andover MA.pdf >Hi Susan, •Please see attached water results from well. Can I proceed with sign • off with condition of filtration sytem for elevated iron if required? > George > George Haseltine > 603.785.8768 cell >Begin forwarded message: •From: "Mike Pelletier" <mpelletier @skillingsandsons.com> •Date: June 2, 2010 9:27:15 AM EDT •To: "George Haseltine" <george.haseltine @gmail.com> • Subject: FW: 114127-Haseltine-657 Forest St-N Andover MA.pdf >Here you go George,just hit my email. >Mike Pelletier > Skillings & Sons Inc. 2 > 9 Columbia Drive >Amherst NH 03031 > Celebrating 40 years of quality service ! > Office: 603-889-5009 > Cell: 978-697-1294 >Fax: 603-821-3822 • From: David Knowlton [mailto:Dave @NashobaAnalytical.com] • Sent: Wednesday, June 02, 2010 9:26 AM • To: Carl LaChance; Derek Skillings; Kerry Roy; Mark Suprenant; Mike • Pelletier; Scott Wilkins • Subject: 114127-Haseltine-657 Forest St-N Andover MA.pdf George Haseltine George.I-laseltine(aJgmail.corrr 603.785.8768 cell s ashoba Analytical, LLC Tel:978-391-4428 Fax:978-391-4643 LabNumber: 114127 31A Willow Road,Ayer MA 01432 Website:http:/hvww.NashobaAnalytical.com Use this number with all correspondence Client: Skillings and Sons, Inc. ReportDate: 6/2/2010 9 Columbia Drive Amherst, NH 03031 Certificate of Analysis 21390 Parameter Method Result MCL MRL Date of Analysis Analyst -George Haseltine, 657 Forest Street, North Andover MA Sampled:512812010 2:15:00 PM by J. Gove Total Coliform Bacteria,/100ML MF-SM9222B 0 0/Absent 0 5/28/2010 4:00:00 PM M-MA1118 Arsenic,Total,MG/L SM 3113B ND 0.01 0.002 5/29/2010 M-MA1118 Calcium,MG/L EPA 200.7 6.3 Not Spec 1 6/1/2010 M-MA1118 Copper,MG/L EPA 200.7 ND 1.3 0.01 6/1/2010 M-MA1118 Iron,MG/L EPA 200.7 # 1.46 0.3 0.01 6/1/2010 M-MA1118 Lead,MG/L SM 3113B ND 0.015 0.002 5/28/2010 M-MA1118 Magnesium,MG/L EPA 200.7 1.6 Not Spec 1 6/1/2010 M-MA1118 Manganese,MG/L EPA 200.7 0.029 0.05 0.005 6/1/2010 M-MA1118 Potassium,MG/L EPA 200.7 ND Not Spec 1 6/1/2010 M-MA1118 Sodium,MG/L EPA 200.7 61.2 See Note 1 6/1/2010 M-MA1118 Alkalinity,MG/L SM 2320B 116 Not Spec 1 6/1/2010 M-MA1118 Ammonia,MG/L SM 4500-NH3-D ND Not Spec 0.1 6/1/2010 M-MA1118 Chloride,MG/L EPA 300.0 5.8 250 1 5/28/2010 M-MA1118 Chlorine,Free Residual,MG/L SM 4500-CL-G ND Not Spec 0.02 5/28/2010 M-MA1118 Color Apparent,CLI SM 21206 # 25 15 1 5/28/2010 M-MA1118 Conductivity,UMHOS/CM SM 2510B 358 Not Spec 1 5/28/2010 M-MA1118 Fluoride,MG/L EPA 300.0 3.4 4 0.1 5/28/2010 M-MA1118 Hardness,Total,MG/L SM 2340B 23 Not Spec 2 6/1/2010 M-MA1118 Nitrate as N,MG/L EPA 300.0 0.05 10 0.05 5/28/2010 M-MA1118 Nitrite as N,MG/L EPA 300.0 ND 1 0.01 5/28/2010 M-MA1118 Odor,TON SM 2150B 1 3 0 5/28/2010 M-MA1118 pH,PH AT 25C SM 4500-H-B # 8.6 6.5-8.5 5/28/2010 M-MA1118 Sediment,pos/neg --------------- neg ------ neg 5/28/2010 M-MA1118 Sulfate,MG/L EPA 300.0 22.2 250 1 5/28/2010 M-MA1118 Total Dissolved Solids,MG/L SM 2540C 228 500 1 6/1/2010 M-MA1118 Turbidity,NTU EPA 180.1 11.4 Not Spec 0.1 5/28/2010 M-MA1118 MCL=Maximum Contaminant Level(EPA Limit),MRL=Minimum Reporting Level Sodium Guidelines-Mass 20, EPA 250, #=Result Exceeds Limit or Guideline ND=None Detected(<MRL), =Background Bacteria Noted Massachusetts Certified David L.Knowlton Laboratory#MA1118 Laboratory Director Page 1 of 1 TOWN OF NORTH ANDOVER BOARD OF HEALTH WELL REGULATIONS The Board of Health of the town of North Andover, Massachusetts acting under Chapter ill, Section 31 of the Massachusetts General Laws, as amended and with reference to Chapter 40, Section 54 of said General Laws has, in the interest of and for the protection of public health and the environment, established and adopted the following rules and regulations : Section 1. DEFINITIONS 1. 1 The word "well" as used in these regulations shall include any pit, pipe, excavation, casing, drill hole or other private source of water to be used for the purpose of supplying potable water in the town of North Andover. This includes irrigation wells . 1.2 The words "water systems" as used in these regulations shall include pipes, valves, fittings, tanks, pumps, motors, switches, controls and appurtenances installed or used for the purpose of storage, filtration, treatment or purification of water for any use whether or not located inside of a building. 1. 3 The words "well contractor" as used in these regulations, shall mean any person, association, partnership, company or corporation that installs, constructs or repairs a water system associated with a well. 1.4 The words "non-essential well" as used in these regulations refers to all wells that are not the sole source of potable drinking water for a site, whether residential or commercial . Section 2 . PERMITS 2 . 1 No well shall be constructed until a well permit has been issued by the Board of Health. Such a permit shall be applied for by a well contractor registered with the town of North Andover. A fee will be charged as found in the current North Andover Board of Health fee schedule. 2 . 3 Appropriate wiring and plumbing permits shall be applied for and issued by the Building Department prior to well construction. 2 .4 No building permit shall be issued for the construction of a building which necessitates the use of water therein for a well located on the land where the building is to be constructed, until a well has been installed and the Board of Health has determined that a safe and adequate supply of potable water is available. 2 . 5 A well form shall be issued along with the well permit to be filled out by the well and pump contractor. Such a form must be filled out accurately and copies kept on file at the Board of Health upon its completion. Forms received which are not representative may be cause for the revocation of the contractor' s registration. 2 . 6 Major renovation or repair of existing wells and/or water systems must be approved by the Board of Health. 2 . 7 A permit for the construction of a well shall not be issued for any property located within the Lake Cochichewick Watershed that currently has reasonable access to the town water system. The watershed boundaries are as found within section 4 . 136 of the North Andover Zoning Regulations, "Watershed Protection District" . 2 . 8 The Board of Health may deny an application for a non- essential well when it is in the interest of public health to do so, as in times of drought. Section 3 . WELL SITING 3 . 1 The location of a well must be within the boundaries of the lot in which it will be in service. 3 . 2 There shall be a separate well for each building. It shall be constructed up-gradient from all sources of potential contamination and must be located at distances which are to be equal to or in excess of the following; 1) 100 feet from any septic leach field or existing underground storage tanks 2) 75 feet from any septic tank 3) 50 feet laterally from the normal high mark of any water source 4) a minimum setback of 25 feet from all streets, lot lines and driving surfaces . 5) 20 feet from existing building sewers, and underground swimming pools 3 .4 The well shall not be placed within a defined wetland or in an area of consistent flooding. Any proposed well located within 100' of a wetland is subject to regulation by the Wetlands Protection Act. The BOH shall receive a copy of written approval from the North Andover Conservation Commission prior to the issuance of a well permit in these cases . Section 4 . CONSTRUCTION REQUIREMENTS 4 . 1 The well contractor shall observe reasonable sanitary measures and precautions in the performance of his work in order to prevent the pollution of contamination of the well. 4 .2 Newly constructed wells or wells where repair work has been done shall be thoroughly disinfected before being put into use. 4 . 3 Every well shall supply adequate water for the purpose for which it is intended and shall give satisfactory evidence of continuing capability to do so. 4 .4 Before being approved, every well shall be pump tested by the well contractor (4 hr pump test) . The results of the pump test shall be submitted on the well form issued by the Board of Health. A well shall exceed the following flow rates, or it shall be considered inadequate for a single family dwelling. Well Depth Gallons per Minute for Four Hours 0 - 150 5 - 6 150 - 200 4 200 - 250 2 - 3 250 - 300 1 -2 350 and over 1/2 4 . 5 There shall be a single and separate water system for each dwelling and it shall not be installed or materially altered until the Board of Health is notified. The Board will require a description of the installation or repair to be conducted. Emergency work for repairs or service of existing equipment not amounting to a substantial renovation or overhaul may be done without notification. Appropriate inspections by wiring or plumbing inspectors will be required before final Board of Health approval. 4 . 6 All pumps, motors and tanks shall be placed on a suitable foundation and all equipment and parts of the system that may require adjustments or service shall be made readily accessible. 4 . 7 All pump houses, pump or pipe pits and wells shall be designed and constructed so as to prevent flooding and otherwise to prevent the entrance of pollutants or contaminants . 4 . 8 The Board of Health shall require the installation of all necessary switches, controls and devices, and the satisfactory performance of a pressure and operating test of the system before final approval; the test must demonstrate that the system will deliver adequate pressure and volume consistent with the well and the well requirements . The Board of Health must be given reasonable notice of when the installation is ready for inspection. 4 . 9 No certificate of occupancy shall be issued until all the provisions of these regulations have been met. The inspections and these regulations cannot be construed as a guarantee by the town of North Andover or its agents that the water system will function satisfactorily. Section 5 . WATER QUALITY 5 ..1 In cases of new construction, the Board of Health shall require the submission of a water analysis report. The report shall include bacterial and chemical evaluations conducted by a laboratory approved by the Board of Health or the Massachusetts Department of Public Health. Laboratories conducting testing must supply a copy of Massachusetts certification as verification that it holds current certification for all types of analysis done on water samples . The submission of a chemical analysis to the Board of Health is required before issuance of a building permit. The bacterial analysis must be conducted after the water system is completely installed. A report must be submitted before the Board of Health will issue final approval . The following minimal parameters must be included in the water analysis. total coliform alkalinity arsenic calcium chloride * indicates Primary Contaminants color copper hardness iron lead magnesium manganese nitrogen (ammonia) nitrogen (nitrite) * odor pH * potassium sediment sodium sulfate turbidity total dissolved solids Additional information shall be required if the well is in an area of agricultural use or within 500-1000 feet of utility rights-of- way 5 . 2 All primary contaminants shall meet EPA standards. Based on the results of the water analysis reports, the Board of Health may require additional treatment of a water supply. Section 6 . PERMANENT OR TEMPORARY WELL ABANDONMENT 6 . 1 All permanently abandoned wells shall be tightly sealed by approved methods to prevent pollution of the ground water. Prior to plugging, the well shall be checked for debris that may interfere with the process . If the integrity of the original well seal is in doubt, the casing shall be removed or perforated. In addition all pumping equipment and associated plumbing shall be disconnected and removed. 6 . 2 When a well is not abandoned, but is out of use for an extended period of time, it shall be the owner' s responsibility to properly maintain the well and to prevent the development of defects which may facilitate the impairment of water quality in the well or in the water bearing formations penetrated by the well . Until a well is permanently abandoned by plugging procedures, all provisions for protection of the water from contamination and for maintaining sanitary conditions around the well shall be carried out to the same extent as though the well were in routine use. 6 .3 To temporarily abandon a well, the top of the well casing shall be sealed with a watertight threaded cap or with a steel plate welded watertight to the top of the casing. If the top of well seal is watertight, the pump may be left in place . A well that has, after extended use, been temporarily abandoned for three (3) years shall be considered permanently abandoned, and shall be appropriately plugged. Section 7 . PENALTIES 7 . 1 Any person who shall violate any provisions of these regulations for which a penalty is not otherwise provided in any of the General Laws or Sanitary Code shall upon conviction be fined not less than fifty nor more than five hundred dollars . Section 8 . UNCONSTITUTIONALITY CLAUSE 8 . 1 So far as the Board of Health may provide each section of these rules and regulations shall be construed as separate to the end that if any section, item, sentence clause or phrase shall be held invalid for any reason, the remainder of these rules and regulations shall continue in effect . Gayton Osgood, Chairman Dr. Francis P. MacMillan Dr. John Rizza, Clerk Published N.A. Citizen, February 9, 1984 Rev. 9/90 Rev. 8/93 Rev. 1/02 ``.. e J `4 cna«ganumamacir,1. ` ° hiUS PUBLIC HEALTH DEPARTMENT Community Development Division May 20, 2010 Forest Realty Trust 32R Old Point Road Newbury, MA 01951 RE: Subsurface Sewage Disposal System Plan for 657 Forest Street,North Andover, Massachusetts Assessor's map 105D, Lot 21 Dear Property Owner, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property. These plans dated March 20, 2010, final revision date of May 15, 2010, have been approved for a four(4) bedroom, maximum nine-room home. In accordance with local subsurface disposal regulations "Acceptable plans and any variances shall expire two years from the date approved unless construction on the lot has begun". During this time a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance must be endorsed by the installer, designer and the Town of North Andover. This approval is subject to the following conditions: 1. Prior to receiving a building permit, the applicant must provide complete floor plans of the new home. Please include all living spaces. 2. Prior to receiving a Disposal Works Construction permit, the applicant must provide a foundation plan in 1"= 20' scale to overlay on the septic plan. 3. 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)). 4. 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 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Weh www.townotnorthandover.com 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. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincerteh. , � � f Susan Sa er, REHS/Rj Public Health Director Cc: Richard Tangard, P.E. 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townof north andover.corn AUG-16-2010 11:00 From: To:16036428952 P.1/1 Iolteherri/le Sand& Gravel 35 Brown Drive Greenville, NH 03048 603-878-0035 Customer Arco Excavators (fax) 603-878-0025 Job: 557 Forest St. N.Andover Sieve Analysis Title 5 Se tic Source Hubbardston Date 8/11/2010 SIEVE SCREEN CUMLATIVE CUMLATIVE TOTAL% A ZE WGT. WGT. % RETAINED EMM 3/6" 0 0.00 0.00 100.0 #4 11.51 4.26 #8 24.50 9.09 95.7 90.9 #16 63.74 23.56 76.4 430 92.80 34.31 65.7 #50 178.90 66.14 #100 240.10 88.76 33.9 #200 260.90 11.2 PAN 96.45 3.55 270.50 100.00 0.0 ashoba Amalytical, LLC Tel:978-391-4428 Fax:978-391-4643 LabNumber: 114127 31 A Willow Road,Ayer MA 01432 Website:http://wNvw.NashobaAnalytical.com Use this number with all correspondence Client: Skillings and Sons, Inc. ReportDate: 6/2/2010 9 Columbia Drive Amherst, NH 03031 Certificate of Analysis 21390 Parameter Method Result MCL MRL Date of Analysis Analyst -George Haseltine,657 Forest Street, North Andover MA Sampled.512812010 2:15.00 PM by J. Gove Total Coliform Bacteria,/100ML MF-SM9222B 0 0/Absent 0 5/28/2010 4:00:00 PM M-MA1118 Arsenic,Total,MG/L SM 3113B ND 0.01 0.002 5/29/2010 M-MA1118 Calcium,MG/L EPA 200.7 6.3 Not Spec 1 6/1/2010 M-MA1118 Copper,MG/L EPA 200.7 ND 1.3 0.01 6/1/2010 M-MA1118 Iron,MG/L EPA 200.7 # 1.46 0.3 0.01 6/1/2010 M-MA1118 Lead,MG/L SM 3113B ND 0.015 0.002 5/28/2010 M-MA1118 Magnesium,MG/L EPA 200.7 1.6 Not Spec 1 6/1/2010 M-MA1118 Manganese,MG/L EPA 200.7 0.029 0.05 0.005 6/1/2010 M-MA1118 Potassium,MG/L EPA 200.7 ND Not Spec 1 6/1/2010 M-MA1118 Sodium,MG/L EPA 200.7 61.2 See Note 1 6/1/2010 M-MA1118 Alkalinity,MG/L SM 2320B 116 Not Spec 1 6/112010 M-MA1118 Ammonia,MG/L SM 4500-NH3-D ND Not Spec 0.1 6/1/2010 M-MA1118 Chloride,MG/L EPA 300.0 5.8 250 1 5/28/2010 M-MA1118 Chlorine,Free Residual,MG/L SM 4500-CL-G ND Not Spec 0.02 5/28/2010 M-MA1118 Color Apparent,CU SM 2120B # 25 15 1 5/28/2010 M-MA1118 Conductivity,UMHOS/CM SM 2510B 358 Not Spec 1 5/28/2010 M-MA1118 Fluoride,MG/L EPA 300.0 3.4 4 0.1 5/28/2010 M-MA1118 Hardness,Total,MG/L SM 2340B 23 Not Spec 2 6/1/2010 M-MA1118 Nitrate as N,MG/L EPA 300.0 0.05 10 0.05 5/28/2010 M-MA1118 Nitrite as N,MG/L EPA 300.0 ND 1 0.01 5/28/2010 M-MA1118 Odor,TON SM 2150B 1 3 0 5/28/2010 M-MA1118 pH,PH AT 25C SM 4500-H-B # 8.6 6.5-8.5 5/28/2010 M-MA1118 Sediment,pos/neg --------------- neg ------ neg 5/28/2010 M-MA1118 Sulfate,MG/L EPA 300.0 22.2 250 1 5/28/2010 M-MA1118 Total Dissolved Solids,MG/L SM 2540C 228 500 1 6/1/2010 M-MA1118 Turbidity,NTU EPA 180.1 11.4 Not Spec 0.1 5/28/2010 M-MA1118 MCL=Maximum Contaminant Level(EPA Limit),MRL=Minimum Reporting Level Sodium Guidelines-Mass 20,EPA 250, #=Result Exceeds Limit or Guideline ND=None Detected(<MRL), *=Background Bacteria Noted Massachusetts Certified David L.Knowlton Laboratory#MA1118 Laboratory Director Page 1 of 1 san From: Sawyer, Susan Seat: Wednesday, June 02, 2010 10:54 AM To: 'George Haseltine' Subject: RE: 114127-Haseltine-657 Forest St-N Andover MA.pdf Yes, I am able to sign the building perrnit.Are you coating in today' I have to go out at 12:15--1, but should be around otherwise. 'The well is potable, However the parameters that exceed the limits will affect the duality of the water; tl°tere may be odor, off tastes and will result in laundry staining issues. I am requesting that a second test be conducted prior to occupancy.This is for a couple of reasons. 1) The fluoride reading is unusually high for a drilled well. This is confusing. 2) 1 think a confirming test should be completed before determining what/if any type of filtration system should be considered. There are a couple of items that should be addressed if they are confirmed and Health may require them. 3) Since this system is on septic, please note that the septic tank will not be approved to accept the back wash from any filtration system. A separate dry well should be sited. Thank you Susan From: George Haseltine [mailto:george.haseltine @gmail.com] Sent: Wednesday, June 02, 2010 9:52 AM To: Sawyer, Susan Subject: Fwd: 114127-Haseltine-657 Forest St-N Andover MA.pdf Hi Susan, Please see attached water results from well. Can I proceed with sign off with condition of filtration sytem for elevated iron if required? George George Haseltine 603.785.8768 cell Begin forwarded message: From- "Mike Pelletier" <n el�lc�tae�•(cr�slcilli_ n s ons.corrr> Date: June 2, 2010 9:27:15 AM EDT To: "George Haseltine" <g�:Lt jgseltine(d) nj,1 , orn> Subject: li : 114127-Haseltine-657 Forest St-N Andover MA.pdf Here you go George,just hit my email. Mike Pelletier Skillings & Sons Inc. 9 Columbia Drive Amherst NH 03031 i Office: 603-889-5009 Cell: 978-697-1294 Fax: 603-821-3822 From: David Knowlton [ma I Ito:Dave@ NashobaAna lytica Lcom] Sent: Wednesday, June 02, 2010 9:26 AM To: Carl LaChance; Derek Skillings; Kerry Roy; Mark Suprenant; Mike Pelletier; Scott Wilkins Subject: 114127-Haseltine-657 Forest St-N Andover MA.pdf Benjamin C. Jr., �7 .°�^�u�^,~^ ~,. ~^"��°~�� =. � .^^. . � yO Box 7] ^ Amesbury,K&AUl9l3 t04"`4 0"70'r"'ro Tel: 508-320-4033 May l7, 20l0 0vI�audD�liv��� � �~ � Susan Sawyer,/\do\inim�ub`r � ' � North Andover board ofHealth ]600 Osgood Street North Andover,MA0lV45 Re: 057 Forest Street,North Andover Septic System Design � Dear Susan: Enclosed you will find 3 copies u[revised septic system design plans for 657Forest Street,North Andover. These plans have been revised u)address the comments io your review letter dated � April � 6, 20lOnmfollows: / (Jo May ll,2OlOa percolation test was successfully performed on the property. The � percolation rate of5 minutes per inch was obtained and the system size has been revised accordingly. �2. The legal boundaries of the lot have been added to sheet loualOO scale insert. ,,3"" The designers statement has been added on sheet l of the plans. 4, A proposed 102 contour has not been added since the 102 contour will stay in the same �-~ location as it exists before construction of the new system. If you look at the profile view on sheet 2 you will notice that the proposed grade over the system blends iu with the existing trade at an elevation lower than 102, Spot grades have been added 1u the plans. 7b�r�nruun )ooubbm�f�uil�i�ovv�hiol0Of�etof8�uproyom�dvvoDvvdbtb��xo�nGonoftbe , existing system which will 6o abandoned.A dimension f-om the well tothe existing leach field has been added and General Note# l6 has been added. 7.' The effluent filter was not required and has been eliminated oo the revised plans. &� The effluent filter has been eliminated and therefore the cover over the tank is not required to i� hmotgrade. yisvmuou|vmiaimontzegu�e600vvtbuiapecuo�t�ontemtbombneopmr5nunod. � ^~ ~ ( note regarding the wetland delineation has been added to the plan. (General note# 14) ` statement has been added to the plan regarding the watershed district. (General note# 15) lf you have any questions you may contact zunut508-328-4633. Sincerely, )E.o� ..� �os^om�v/C. Om�oodJr.� � � indicating the required annual maintenance in accordance with 310 CMR 15.227(7). NA 3.2 8. If an effluent filter is proposed in the septic tank the access manhole cover is required to be at finish grade 310 CMR 15.227(7). 9. Please submit the results of the sieve analysis in accordance with D.E.P. guidance policy. 10. Please indicate the company or individual and the date when the edge of the bordering vegetated wetland was determined. 11. Please provide a statement indicating whether the property is, or is not, within the designated Watershed of Lake Cochichewick(NA 3.2). Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. /Since,e y, . Sa/RE RS Public Health Director cc: Forest Realty Trust File fS q � M1 row n f i t�"�Hir AoYt over �nw o � Invoice No. 5/6/2010 ry �� �.. � t t m Osgood, m I e,fth Department Bill To witt E1i11i, a'01" 1600 Onwod Sheet Address c/o:Pennoni Associates,Inc. BuIliding 20;Suite tt 36 Suite 120-100 Burtt Road Wrath Andovw,MA 01845 Andover,MA 01810 Web Sims•wwuiwterm:xlUrfwtkraiI.coni Phone 978.749.9929 x3712 Fax 978.749.9920 E-Mail hraw lcrta 0to-,'o-nencretperau DUIE UPON RECEIPT Total Amount Due $50.00 J J1 „�f/iii Mut 6,7010 657 Forest Street Missed inspection $50.00 RECEI'VED Subtotal Tax $uo0� Total $50.00i office o ( O il1JN 1T II IIli 11��1�i. )iI'M �N�' N1) ��Ie:tt Ott.."l �� *�ORIII !�C^�Nn: OVL`R, ��SACIiIJ°, �,]`I'a� yVV84 1600 OSGOOD STREET;�,E BIlI[.6ttt t 0 UIII ➢ � ��... �� 978.l'b 9540 ..._ lh4NSGc Susan V, Sawyer,Rl,�JIS/16 97XA88,8476 FAX, Public Health Director N -I'"AtL V,q�;fi@ llP;���/,�rfi!y,tlrx„�a�wuuktu�4�,yylu�uu d<ya�,a°�.�°crud„y ✓N_B, A➢C 6„6��� ;//av -- .-ti,yuup,dz6�rar,;dVu G4ugNbb �.°u.�;urgn, SEPTIC PLAN SUBMITTAL FORM Date of Submission: � Site Location: 3"�. 1��aw ”, �' . 6,7 e e�� Engineer: � � �. °a ,. .: New Plans? Yes $225/Plan Check# (includes Is'submission and one re- review only) Revised Plans?Yes $75/Plan Check# Site Evaluation Forms Included? Yes No Local Upgrade Form Included? Yes No Telephone#: ? = �. �` Fax#: E-mail: (XG� c,c,y: w . w,�M � ' 6 a� �.: �� � �� , L :° Name:—owner _.. OFFICE USE ONLY When the submission is complete(including check): Date stamp plans and letter Complete and attach Receipt Copy File;Forward to Consultant Enter on Log Sheet and Database Benjamin C. Osgood, Jr., P.E. PO Box 71 Amesbury,MA 01913 Tel: 508-328-4633 April 6,2010 By Hand Delivery Susan Sawyer,Administrator North Andover board of Health 1600 Osgood Street North Andover,MA 01845 Re: 657 Forest Street,North Andover Septic System Design Dear Susan: Enclosed you will find 3 copies of septic system design plans for 657 Forest Street,North Andover. These plans have been designed based upon the soil type found during the deep hole soil testing performed by Richard Tangard. Unfortunately,at the time of soil testing Randy Burley did not agree with the fact that the in place soil was Firm and recorded the soil consistence as being Compact.This result is that this design will not comply with what Randy Burley has recorded for the Town of North Andover. Both Richard Tangard and I disagree with Mr. Burley,however to resolve the problem we would like to schedule a percolation test next week to eliminate the disagreement. Please contact me as soon as possible to schedule this test. If you have any questions you may contact me at 508-328-4633. Sincerely, Ben ak m C. Os oo,k .. j ►`� g d, rr., PE President d � a ° z z w di di (D a v o :3 �i . .� ❑ ❑ m A a 4a '210 mm as SO � Ica: T t9 CL E —02 w M1J to in o © }� 1 IOU co _ 0 _ ` a rL 4 � � in .� � Q 0 Zr a a� [1 ; 4 fn m m } au r- t� 1 a``�, uu�i c` (J) M� d°y q? 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