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HomeMy WebLinkAboutCorrespondence - 51 STANTON WAY 5/31/2013 LED l64e • • North Andover Health Department Community Development Division May 31, 2013 Philip Christiansen,P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for Lot 16-2 Saracusa Way (Map 61,Lot 16-2) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated April 17, 2013 and received on May 3, 2013 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. Please reference the Lake Cochichewick watershed in the notes on sheet 2 (NA 3.2). 2. The plans were not stamped by the designer (3 10 CMR 15.220(2)). 3. Please demonstrate that a conventional system in compliance with 310 CMR 15.000 can be built on the site in order to use the Infiltrator An outline1and brief descaptgion of anon I(3) of the DEP General Use approval 1 tter conventional system on the site plan is sufficient. 4. Please indicate the holder of both the sewer and drainage easements located on the lot (310 CMR 15.220(4)(c)). 5. Please depict the percolation tests on the site plan (3 10 CMR 15.220(4)(i)). 6. Please add a note to the plan to indicate that a riser to within 6 inches of finish grade is required above the distribution box if greater than 9 inches below grade. 7. Please indicate the model/brands of the septic tank and distribution box (NA 3.2). Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, Fax: 978.688.8476 North Andover, MA 01845 Phone: 978.688.9540 0 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. Sincere S san Y. S er, RE Public Health Director cc: Green& Company 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 Dan O'Connell From: lean O'Connell Sent: Wednesday, April 23, 2014 11:41 AM To: ;ssawyer @townofnorthandover.com' Cc: Michael Green (mgreen @greenandcompany.com)' Subject: Lot 2 Stanton Way Attachments: Lot 2 Stanton Way Septic Modification 4-23-2014.pdf Hi Susan. We have prepared the attached Modification Plan for Lot 2 Stanton Way showing the revised house and septic tank location. All revisions are in red, and the locations of the previously approved house and septic tank are in blue. There were no changes made to the d-box or leaching trenches. There were no changes in elevation of any of the septic system components. Since the length of the pipe from the septic tank to the d-box shortened from 30 feet to 15 feet, the slope increased from 2.00%to 4.00%. The 102 foot and 104 foot proposed contour lines changed slightly to conform to the new house and septic tank locations. Lois will be dropping off signed stamped copies to your office this afternoon. Let me know if you have any questions. As always, thanks for your time and consideration. Best regards, Daniel J. O'Connell, P.E= H I TI SEA GI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUrnmer Street Haverhill, MA 01330 Tel. 978-373-03,10 Fax 978-372-3960 D -rnail; dano 1 m zj ° o C) cn m O ' �m Z 1.1 NNE 11 11 r � a3 1 Z m�C: OR �£ m ° (ng F� oA n p�c S¢ i4 N xz (n uL avm m3o a _ mm=o m�A w -^yzop <�- Es�N C 2 N p D "zyn yon II �" gy mC E Zm a my p mm apoN _m K D _ z �sz D n S' f D P. n ° Ao "off { o 9p / e o ➢fin < T a� a > >zz ox R a� mx o - m e m Spa' _ ye 1 x 0 O �o A North Andover Health Department (onununity Development Division June 9,2014 Philip Christiansen,P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Sand Sieve Analysis for Lot 16-2 Stanton Way (Map 61,Lot 16-2) Dear Mr. Christiansen, A sand sample was taken of the existing material at the above referenced property on May 16, 2014 and indentified as sample Lot 162. The sample was taken to determine if the material meets the sand fill requirements of 310 CMR 15.255(3). Unfortunately,the results show the material does not meet the requirements for Title 5 for sand fill as stated below: • The sample exceeded the limit for the#1.00 sieve with 27.9%. The allowable requirement is 0%- 20%. • The sample exceeded the limit for the#200 sieve with 5.8%. The allowable requirement is 0%-5%. The sand fill used for the system installation will be required to be in accordance with 310 CMR 15.255(3). Therefore,the existing material on site will not be allowed to be used as sand fill. A copy of the sieve analysis is enclosed for reference. Please contact the office with any questions. Sincer ., u an Y. Sawyer; RE HS . aS�" blic Head Directo cc: Green& Company File Page 1 of 1 North Andover, MA 01845 Phone: 978.688.Street, Suite f) 5, North Andover I-leaalth I)e ailr�tent, 1600 Osgood tree Fax: 978.688.8476 Agriculture and Landscape Program T /��� Soil and Plant Tissue Testing Laboratory V 1 1 West Experiment Station Extension 682 North Pleasant Street University of Massachusetts Amherst,MA 0 1003-93 02 CENTER FOR AGRICULTURE Phone;413.545.2311 Fax:413.545.1931 soiltest.umass.edu I i } TEXTURAL ANALYSIS RESULTS a Customer Name: Mill River Consulting North Andover Bolt 6 Sargent St Gloucester, MA 01930 r i Sample ID: TX140527-1 Customer Designation: Lot 162 i f USDA SIZE FRACTIONS PERCENT OF WHOLE SAMPLE PASSING Main Fractions Size (mm) Percent Size (mm) Sieve # i Sand 0.05-2.0 98.2 Silt 0.002-0.05 1.8 j Clay < 0.002 0.0 4.75 #4 99.9 i Total < 2.0 100.0 E 2.00 #10 99.7 i Sand Fractions Size (mm) Percent 1.00 #18 99.1 p 0.50 #35 92.0 Very Coarse 1.0-2.0 0.5 0.300 #50 71.5 Coarse 0.5-1.0 7.2 0.25 #60 58.2 Medium 0.25-0.5 33.9 0.15 #100 27.9 i Fine 0.10-0.25 43.0 0.10 #140 15.3 3 Very Fine 0.05-0.10 13.6 0.075 #200 5 8 € 0.05 #270 1.8 f 98.2 ! 0.02 20 um 0.0 ° 0.005 5 um 0.0 Silt Fractions Size (mm) Percent 0.002 2 um 0.0 4 4 Coarse 0.02-0.05 1.8 i Medium 0.005-0.02 0.0 Fine 0.002-0.005 0.0 1.8 USDA Textural Class = sand f Gravel Content = 0.3% i COMMENTS: irowe@millriverconsulting.com I r P f s f UM ass Extension is an equal opportunity provider and employer,United States Department of Agriculture cooperating.Contact your local Extension office for information on disability accommodations.Contact the State Extension Director's Office if you have concerns related to discrimination,413-545-4800 or see www.cxtension.umass.edu/civilrights. i 6/4/2014 Wass Extension - Center for Agriculture Soil and Plant Tissue Testing Laboratory West Experiment Station 682 North Pleasant Street Amherst, MA 01003 Phone: (413) 545-2311 email: soiltest @umass.edu website: http://soiltest.umass.edu/ i i f i Particle Size Distribution Curve i 100 #4 #10 #18 #35 #60 #140 #270 0.02mm 0.005mm 0.002mm t i 90 c 80 f 70-- € c 60 LL Q) 50 a40 30 20 E 10 0 100 10 1 0.1 0.01 0.001 Particle Diameter(mm) f Prepared For: Mill River Consulting North Andover BOH 6 Sargent St Gloucester, MA 01930 I i Lab Number: TX140527-1 E Sample ID: Lot 162 i I i I l s 1 i • S�•rTLEt��� e • North Andover Health Department (ommunity Development Division June 18, 2013 Green& Company 11 Lafayette Road North Hampton,NH 03862 RE: Re: Subsurface Sewage Disposal System Plan for Lot 16-2 Saracusa Way Salem (Map 61,Lot 16-2) Dear Property Owner, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by the Christiansen& Sergi, Inc. dated April 17,2013, received on May 3, 2013 and revised June 12, 2013. The design has been approved for use in the new construction of a 4- bedroom, on-site septic system. This plan is good for 3-years from the date of approval. 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. 1. Prior to the issuance of the Disposal Works Installers Permit,the applicant must submit a foundation as-built at the same scale as the approved plan. 2. Prior to the issuance of the Disposal Works Installer's Permit, the applicant must submit the floor plans of the home showing no greater than four bedrooms or a total of nine rooms. 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)). Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 L,ot 16-2 Saracusa Way June 18, 2013 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 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. Sincere/y;' an Y Sa er, REHS/ �S Public Hea th Director cc: Phil Christiansen, PE file encl: Installers list Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 , I CS1 PROFESSIONAL ENGINEE'R'S AND LAND SURVEYORS 160 SUMMER STREET,HAVERHILL,MA 01830 tel:978-373-0310 www.csi-engr,com fax 978-372-3960 RECEIVED June 12,2013 Ms. Susan Sawyer Public Health Director �'To AL1� ��A oo rr:r� North Andover Health Dept. 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for Lot 16-28 Saracusa Way (Map 61,Lot 16-2) Dear Ms, Sawyer: We have revised the plan to address your 5/31/2013 comments. To facilitate the review of this information we have reproduced your comments, and our responses follow each comment in blue italics. 1. Please reference the Lake Cochichewick watershed in the notes on sheet 2 (NA 3.2). (Note 16 on Sheet 2 has been revised accordingly.) 2. The plans were not stamped by the designer(310 CMR 15.220(2)). (The paper copies of the revised plans are stamped and signed by the designer.) 3. Please demonstrate that a conventional system in compliance with 310 CMR 15.000 can be built on the site in order to use the Infiltrator Chamber system according to Section 1(3) of the DEP General Use approval letter. An outline and brief description of a conventional system on the site plan is sufficient. (The proof plan and associated calculations have been added to Sheet 1.) 4. Please indicate the holder of both the sewer and drainage easements located on the lot(310 CMR 15.220(4)(c)). (General Note 18 has been added to Sheet f to include this information.) 5. Please depict the percolation tests on the site plan(310 CMR 15.220(4)(i)). (The Perc Test locations have been added to the Site Plan on Sheet 1.) 6. Please add a note to the plan to indicate that a riser to within 6 inches of finish grade is required above the distribution box if greater than 9 inches below grade. (Note 5 has been added to the Distribution Box Detail on Sheet 2 to include this requirement.) 7. Please indicate the model/brands of the septic tank and distribution box(NA 3.2). (The manufacturer and model numbers of the septic tank and distribution box have been added to the details on Sheet 2.) 1 trust that this response and the revisions made to the plan fully address all of your comments. Please contact me if you have any questions. Very truly yours, Chris ' r '( Inc. P i hristiansen - ®�y e ' LED ' • North Andover Health Department (ommunity Development Division November 4, 2014 New Homeowner 51 Stanton Way North Andover, MA 01845 Re: Your new home and your 4-bedroom septic system Dear Resident, Congratulations on your move to North Andover and on your new home. The North Andover Health Department has overseen the design approvals and installation of the septic system on your property and believes that it is important that you understand the details of the system that services your home. Enclosed is information on how to care for your septic system and notification of restrictions in case you intend on finishing additional spaces, which are currently designated as "unfinished space", in your home. The house plans that were submitted prior to construction of your home show multiple unfinished areas,but this system can only serve a 4-bedroom home (maximum 9-room). A home with this sized system, which as defined by the MA Department of Protection regulations 310 CMR 15.000, will have a maximum of a 9 rooms in total (not including bathrooms; laundry rooms etc). According to our file, your home is currently at eight(8) rooms,therefore only one additional room could be finished for use. This assumes you did not finish more than the plans originally identified. If you have gone over the approved number a violation to MA DEP code may already exist. The multiple unfinished areas in your home are allowed by state code and are not counted until finished. The inclusion of this amount of square footage, as unfinished space, was discussed with your builder. The Green Co. chose to inform homeowners upon purchase,that if you plan on finishing any of the areas for living space, above the 9-rooms,the expansion of the septic system and the compliance with the code will be done by the new homeowner. No building permits, to finish additional rooms,will be supported unless compliance is achieved. 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 51 Stanton Way November 4, 2014 If at any time you do plan to inhabit any of these multiple unfinished areas,please contact our office and we will be happy to discuss the options with you. As the homeowner, we want you to be fully informed on how disposal systems work. The document provided will help you care for your system. You can also access numerous guides to assist you on the MA DEP website, http:Hwww mass gov/eea/agencies/massdep/that will help you maintain your system in good working order, so it will protect you and the environment for many years to come. Finally, it is important to note that this septic system is not designed for use with a garbage grinder. Installation of a garbage grinder will cause damage to your septic system and will void any guarantees for its proper service by the septic installer from the date you install the grinder. We hope you are enjoying your new home in North Andover. The Health Department staff members are here to answer your questions on septic systems or any other Public Health related subject. Feel free to contact us. Sincer , S san Sawyer, S/RS Public Hearth Director Encl. "Caring for your Septic System: A Reference Guide for Homeowners" Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Caring for your Septic System I MassDEP Page 1 of 2 10„'""m"•"'"""',", The Official Welesile of the Executive Office of Energy and Environmental Affairs Energy and Environmental Affairs A EEA Home > Agencies > MassDEP > Water Resources > Wastewater&Septic> Caring for Septic System:Reference Guide for Homeowner Caring for your Septic System: A Reference Guide for Homeowners Caring for Your Septic System � �aA�i pow Waeer Resources (Conventional Septic System,Innovative/Alternative(I/A)System,or Cesspool) The accumulated solids in the bottom of the septic tank should be pumped out every three years to prolong the life of your system.Septic systems must be maintained regularly to stay working. Neglect or abuse of your system can cause it to fail.Failing systems can cause a serious health threat to your family and neighbors, degrade the environment,especially lakes,streams and groundwater, reduce the value of your property, Al t0 Z Quick Links I be very expensive to repair, Water Resources Index I and,put thousand of water supply users at risk if you live in a public water supply watershed and fail to maintain your system. Be alert to these warning signs of a failing system: sewage surfacing over the drainfield(especially after storms), sewage back-ups in the house, lush,green growth over the drainfield, slow,draining toilets or drains, sewage odors. Tea Inl?.t:szrar= t^. ufi ` r fi� coon rtr y tys{Yr,<,*y::v Tftfc Ov[Nt treatdd an:ers from hcwe wsl vaterpoes to distribution box amrd dm.ln field Waalawaler ...................... Tips to Avoid Trouble DO have your tank pumped out and system inspected every 3 to 5 years by a licensed septic contractor(listed in the yellow pages). DO keep a record of pumping,inspections,and other maintenance.Use the back page of this brochure to record maintenance dates, DO practice water conservation.Repair dripping faucets and leaking toilets,run washing machines and dishwashers only when full,avoid long showers,and use water-saving features in faucets,shower heads and toilets. DO learn the location of your septic system and drainfield.Keep a sketch of it handy for service visits.If your system has a flow diversion valve,learn its location,and turn it once a year.Flow diverters can add many years to the life of your system, DO divert roof drains and surface water from driveways and hillsides away from the septic system.Keep sump pumps and house footing drains away from the septic system as well. DO take leftover hazardous household chemicals to your approved hazardous waste collection center for disposal.Use bleach,disinfectants,and drain and toilet bowl cleaners sparingly and in accordance with product labels. DON'T allow anyone to drive or park over any part of the systern.The area over the drainfield should be left undisturbed with only a mowed grass cover.Roots from nearby trees or shrubs may clog and damage your drain lines, lzttp://www.mass.gov/eea/agencies/massdep/water/wastewater/caring-for-septic-system-ref,.. 11/4/2014 Caring for your Septic System I MassDEP Page 2 of 2 DON'T make or allow repairs to your septic system without obtaining the required health department permit.Use professional licensed contractors when needed. DON'T use commercial septic tank additives.These products usually do not help and some may hurt your system in the long run. DON'T use your toilet as a trash can by dumping nondegradables down your toilet or drains.Also,don't poison your septic system and the groundwater by pouring harmful chemicals down the drain.They can kill the beneficial bacteria that treat your wastewater.Keep the following materials out of your system: NONDEGRADABLE& grease,disposable diapers,plastics,etc. POISONS: gasoline,oil,paint,paint thinner,pesticides,antifreeze,etc. Septic System Explained Septic systems are individual wastewater treatment systems(conventional septic systems,innovativelalternative(I/A) systems,or cesspools)that use the soil to treat small wastewater flows,usually from individual homes.They are typically used in rural or large lot settings where centralized wastewater treatment is impractical There are many types of septic systems in use today.While all systems are individually designed for each site,most systems are based on the same principles. A Conventional Septic System A conventional septic system consists of a septic tank,a distribution box and a drainfield,all connected by pipes,called conveyance lines. Your septic system treats your household wastewater by temporarily holding it in the septic tank where heavy solids and lighter scum are allowed to separate from the wastewater.This separation process is known as primary treatment.The solids stored in the tank are decomposed by bacteria and later removed,along with the lighter scum,by a professional septic tank pumper. After partially treated wastewater leaves the tank,it flows into a distribution box,which separates this flow evenly into a network of drainfield trenches.Drainage holes at the bottom of each line allow the wastewater to drain into gravel trenches for temporary storage.This effluent then slowly seeps into the subsurface soil where it is further treated and purified (secondary treatment).A properly functioning septic system does not pollute the groundwater. For More Information For more information about maintenance or inspection of your septic system,contact your local board of health. Did you find the information you were looking for on this page?' O Yes O No Send Feedback ©2014 Commonwealth of Massachusetts. EEA Site Policies Contact EEA About EEA '... Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. httn•//www_m a ss_anv/eea/a,7enci es/m assden/water/wastewater/carins?-for-septic-system-ref... 11/4/2014 R , , Sail wand Pl�tnt Tissue Testing l.aI�oratory w West Experiment s0tion t 682 North Pleasant Street University ofMassachu',(^-its .—t 'A t A. Amherst,MA 01003 ✓� S Cs Phone: (413)S4S-2311 c nrail soilte,..t(?�la is urnass eclu .}�;Y��;�;�riA e"T :i CENTER F RAGRICULTURE WetISICF.11tt1):iiWYJW UI 1aS5.GdUrS711tCSti kYr,+.r Fiy.<unuvn Srxaao USE "I IMS Iy(.)ItM 1"011 PARTICLE SIZE ANALYSIS ArJover 6o t Telephone No: q ( 2— .0 G/� �""Y Y 31)�",� Business Name: �� s� E njail address: Va�rlli 1row± 11 ►Ymc� .? enrrl Street Address:/ Method of receiving,results US sail _.,_._. — _ ___ (t"boost,c:men or incline$2 foe for City, rate,and Iila ` both) F-mail vW .. der , -, MA 1 a .............:.—A Sample le ID Standard Test Title V Sand Include graph Fee,$ l-d-"o (Leave blank) -.(You create this) ($70.00) ($10.0 ) (10.()0) ll pQ� �t1 �_ L1 ELI 1:1 El —el Only (7rderTotal$��lmx;., ffice Usa nty Received flue Claeckir f'C7tt Cash oil S�a a�l1�)I_Igg',L stt tam4;t)txl; cti "Pest Descriptions Ices__._ _.__ __...... It's important that you take the necessary steps to obtain a representative sample. Standard Size Analysis X7(7 Qq The first step is to determine the area that will be represented A determination of USDA textural claassification by combined Hydrometer Analysis of silts and clay and dry by the sampler.Soil physical appearance,color,slope, sieving of sands (Gan he used to determine Alternate drainage,and past management should be similar throughout percolation rate for`title V requirements) Sane)sieve the area.It may be helpful to draw a map of the property and sires include:U.S.Standard Sieve:No.10,18,3S,60,140, identify dissimilar areas,where you will collect saraaples. and 170. Using a clean bucket and a spade,auger,or sampling tube Additional Sieves for Title V Sands:ek10,fJ0 collect at least 10 Ic> 15 st►bsarn)ales front random spots within _..._._ __. .,.- ____.,_. _ ._.___,__ __.. the defined area, Soil texture for determination of Title V Sand for new :septic construction.Includes determination of USDA Next,break up clods of sail,remove debris,and thoroughly teXttri al classification by combined Hydrometer Analysis prix subsamples in the bucket.This step very important, of silts and clay and(try sieving of sands with the because less than 100 grains of your sample will lire used for addition of U.S.Standard Sieve No.4,50,1.00,and 100, particle sire,analysis.Once the sample is thoroughly mixed, scoop out approximately two cups of soil and spread on a Grain Size Distribution Graph.,x,10 00 clean piece of paper to air-dry.l'ror samples with more than Graphical representation of gram Naze distribution about 10%gravel,submit four cups of serail. Place dry sample in a plastic;rip-lock bag labeled with your sample 11.)(you creates this: )unit of 5 characters).Send your sample(s),completed submission form and payment to the address listed above.Make check or money order �<yrable to t.ib'lass. I