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Miscellaneous - 142 BOSTON STREET 4/30/2018 (2)
142 BOSTON STREET _ ,1 210/I() B-0036-0000.0 +1 {I 1 Y l .J \ter (~ r� \ _1 t �„-Y-l i a 1 7 ' i ' ',� ": SEPT X C..__�'�SZ�.�,-_�.N-�.T..9.1,•.L..RZ.�_�N. .. ;, IS THE INSTALLER LICENSED? YES NO TYPE OF CONSTRUCTION: NEW REPAIR NEW CONSTRUCTION: CERTIFIED PLOT PLAN REVIEW YES NO CONDITIONS OF .APPROVAL YES NO I•i (FROM FORM U) ISSUANCE OF DWC PERMIT YES NO DWC PERMIT NO. INSTALLER:, 1 BEGIN INSPECTION YES NO: -- _-,-- ----_--_-_-_- EXCAVATION , INSPECTION: NEEDED: PASSED BY CONSTRUCTION INSPECTION: NEEDED: ._.._._. ............._......._.._ AS BUILT PLAN SATISFACTORY: YES: APPROVAL- TO BACKFILL: DATE: HY _____......._.._�..-.___._......_.___.----_.__- FINAL . GRADING APPROVAL: DATE .1 BY._ FINAL CONSTRUCTION APPROVAL: DATE:__�__�_BY_!___._..____.__ _._._. A6 6; ,OP 7. , 610 sY�52 e-i� Ti&C 76 5 5 b 5 c7iv5r'.E'ucTioav 142 BOSTON STREET JS-2004-0980 Proiect Detail Report Printed On:Tue Apr 27,2004 Project Name: Pool House GIS#: 7632 Project No: JS-2004-0980 Owner of Record RICCIO,DAVID J&MARGARET Map: 107.13 Date Submitted: Apr-27-2004 142 BOSTON STREET Block: 0036 Status: Open NORTH ANDOVER,MA 01845 Lot: Work Category: Work Location: 142 BOSTON STREET Zoning: Proposed Use: District: land Use: 101 Proposed Use Detail Subdivision Description Form U Comments: of Work: Depahment Status GeoTMS Module: Status File No. Comments: LCDate: Board of Health GREEN FLAG BHJ-2004-0056 Permit History Type: Permit No: Issue Date Status Work Category Contractor Project No: Description of Work: • Form U Signoff-construct BHP-2004-0356 Apr-23-2004 Open JS-2004-0980 Pool House 1 GeoTMS®2004 Des Lauriers Municipal Solutions,Inc. Page I of I FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUTTHISSECTION*********************** APPLICANT + % IC,C PHONE 9� `4a LOCATION: Assessor's Map Number 16!Z, /6 PARCEL !O /o7:,B- va 334- 6 4,o o . e SUBDIVISION LOT (S) STREET 15 .0 S+0 h ST. NUMBER / 7 0� *************************** ***********OFFICIAL USE ONLY*********************************** REC MENDATIONS OF TOWN AGENTS: CONSERVATION ADMWISTRATOR DATE APPROVED DATE REJECTED COMMENTS TOWN PLANNER V PPROVED 'JECTED COMMENTS v FOOD INSPECT -HEALTH DATE APPROVED DATE REJECTED ,SEPT ECTO -HEALTH DATE APPROVED Z ' ✓ / DATE REJECTED COMMENTS 4- PUBLIC WORKS -SEWERMATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised M7jm y- c -0� =" FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT " rPHONE 9r pact LOCATION: Assessor's Map Number 1,6:, f6 PARCEL /D /07, ,6- vA n 6'10-0 , c SUBDIVISION LOT (S) STREET f3 D S+0 h ST. NUMBER / q A USE ONLY*******************************k*** REC MENDATIONS —, TOWN AGENTS: CONSERVATION ADM STRATOR DATE APPROVED D DATE REJECTED COMMENTS TOWN PLANNER DATE APPROVED ' DATE REJECTED ' COMMENTS FOOD INSPECT -HEALTH DATE APPROVED DATE REJECTED SEPECTO -HEALTH DATE APPROVED Z3 ' DATE REJECTED COMMENTS�L � s a� /41 - �c�� - - ? i o ' 7/-. 7-4-� its_ r," PUBLIC WORKS -SEWERIWATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm i I I! 2 � s lee Q Z STYr" h -24 ZZs' PLOT PLAN I HEREBY CERl7FY M rM VrM DVSUROR AND IN r0 "a BANK nur lHiR' DFELLDVG is wmrBD OX TUB LOr AS SHOW AND THAT IT DOES CONFORM[ lI!!'H rHE; •au�,�.AN Eye so,Niw mw u7oms Nor2T1� .9Nl�vEl2,r>t��SS• RFG�tRAtNG SBTBA ROY sr'RBS!`S LOf L(NES.' I FUJIIMRCRJt rnrs DipiliVc is mor DRAWN FOR LOCATED IN r FLOOD HUMID ARBA AS SIIOFN OX PAMILZ5�98 KE/?-H d STAGE. Y STEEVES oC (!119 DATE STP ,E,. J"S. DATE rms PLAN FOR molrFlC as,' IRPOSES - mor FOR IfERRMACK .CKCINEERIIIYG SERVICES BOUNDARY DXTXWNATIOjr BOUXMRY INFUMM170M 68 PARK STREFF raiacN FROM EXISTING Rb'L10RDS. 1ANDOVER, AIASSACHUSRTTS 01810 rr-i�zes Sawyer, Susan From: Sawyer, Susan Sent: Wednesday, April 02, 2014 12:06 PM To: Ciofolo,Angela Subject: 142 Boston St Angela, Please note that the Health Department has reviewed the submission for 142 Boston Street and finds that the septic system is sized properly for the proposal as submitted to the ZBA.The home is designed for a 5—bedroom home ( 11 room house). Thankyou, Susan Susan Sawyer Public Health Director Town of North Andover 1600 Osgood Street Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mailto:ssawver@townofnorthandover.com Web www.TownofNorthAndover.com 1 DECK ,! 20'-7"x 10'-0' BEDROOM 00 15'-0"x I 00 r rf OFFICE { 12'-9"x 6'-9" BATH -- - -- DN U BATH ® 9'-9"x 6,-0„ ° � 6'-6"x7'-5" 00 ® � . Oo BATH a'-7".x s'-o" A EAT-IN 90BEDROOM I KITCHEN KITCHEN 13'-0"x 11'-0" = 20'a"x 22'-7" t 12'-4"x 11'-5" ° ° FAMILY 11'-3"x 25'-4" L2_0_j HH BEDROOM 9'-9"•x 13'-4" LIVING LIVING BEDROOM 18'-1"x 12'-0" 16'-0"x 11'-5" 1r-11"x 12'-0" BEDROOM ---, 10'-3"x 10'-7" Bedroom Level Main Level Psi F These plans are for marketing purposes only and et provide general informatio7 about 1.42 Bostoni,,�< Street in North Andover,MA.Floor plans and dimensions are approximate.Prepared for Keith and Stacy Sleeves in North Andover,MA.Plans created by Properly Precision(617)702-2898. v wa.PropertyPrecision,com LAUNDRY I UP-f � I LAUNDRY CRAWL AREA SPACE 17'-2"x 38'-S" U ( STORAGE UTILITY GARAGE 12'-0"x 22'-3" 7'-3"x 22'-3" 20'-10"x 21'-6" GARAGE 21'-8"x 22'-3" P I I Garage Level Lower Level 1195 Sq-F. These plans are for marketing purposes only and provide general Information about 142 Boston Street in North Andover,MA.Fborplane and dimensions are approximate.Prepared for Keith and Stacy Steeves in North Andover,MA.Plans created by Property Precision(617)702-2898. www.PropertyPrecision.com Y i ' j LAUNDRY UP .. LAUNDRY i I CRAWL ' AREA I SPACE I 17'-2"x 38'-5" STORAGE UTILITY GARAGE H L 12.'-0"x 22'-3" 7'-3"x 22'-3" I GARAGE 20'-10"x 21'-6" 21'-8"x 22'-3" uP r- - - - -� Garage Level Lower Level These plans are for marketing purposes only and provide general information about 142 Boston Street in North Andover,MA.Floor plans and dimensions are approximate.Prepared for Keith and Stacy Sleeves in North Andover,MA..PIagg created by Properly Precision(617)702-2893. wmv.PropertyPre cis io n.co m WEST ELEVATION p 0 EAST ELEVATION y �19 _ NORTH ELEVATION SOUTH ELEVATION i 1 U Zy J ! NOT TO SCALE Amy ,JP fJ f V/ A rJ YK t {a -►^ �. � fir;� G,�p Pot 1 IS 't �tX, C7 CQ ((( a ,'\, •- ...._._.. ._ ty \ ; �, __l-.•�_a.Z..:a, <_:.. '<:..._r.�. .� 'ia..�� \....� �'�,.. ���°..�� .a..�:moi•.�.� ` - �• t 101. i FORM U v LOT .RELEASE FORMA royals/ ;NSTRUCTIONS: This form is used to verify that all necessary app ermits from p /,Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/ landowner from compliance with any applicable or requirements. APPLICANT FILLS OUT THIS SECTION APPLICANT ' fe4J�S PHONE t�" � S K� F LOCATION: Assessor's Map Number PARCEL SUBDIVISION LOT (S) STREET 1OS�O� �� ST. NUMBER OFFICIAL USE RECO ENDATIONS OF T- WN AGENTS: CO SERVATION ADMINIST OR DATE APPROVED d DATE REJECTED ' COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS UOD INSPE EALTH DATE APPROVED DATE REJECTED S IC NS E OR-H LT DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS -SEWERIWATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm Y r�r 11111111111111 In11111111111 1111 � � ' 111111111111 � 1111111111 1111 111 11 111 1 '3 1 11111 � �� f 1 11 111 11 ®. 1 11111 , • 1 1 1111 1 : :l�11]I X1111__„ 11111 � ��r , 111 1111111111��1i111®irfi��� , }>�„��y IIIIIIIIIIIII�iii111111111111��1• SII � ; �����. 11 1111111 111111�l�1!III�I�i� �i'111 �� , , 11 1111111 111 �ili1 IIi111 1 111 - ��� 111111111111111 nll IIMEN 111111111111111 n1111111111111111WN . 1 ' 1111111111111-�JNME111��1111111a9111 wril solo 1 111111 n1111�io1111111111 11 111 1 111 1 Mill 1111111111111 1111111111111 1 n111n11111111111 r � _ � �.a;�-.:i 111111111111 11 n 11111111 111111 � , ° ` 111Ilia :�i1"1� i1F1i�i01 111111 - ; 1!1111 ��Iv1�1�ii�i�' �il«i�lllll - ' r� 11111 11111 1011111 1111111111111l91 ��ia1!irl111' � - •r . � NEC 11 11111111111 1 IIIIII�i�i1�!1111 �_� � i 11111111111111 1 1 I '�- �� 111111111111111 + i 1 •��G3�IE1�1� In11111111 1111111 - • - � - v f r 1 i 1■1u11mi.■11 /1111111 111 3=.IIQ111111 1111111/1 111111 - � ,, M i , ', 11 0 kf eL 51,LL -511 n� xYlik Q�vds I o1s 2 . •I i 7 Yc.:.,{ i.j' d ,iti ',..f.;•t).�. er ) ' Mfr �;'�` �l C� t�"}�p� C:2Ct torr �}'(.tC Sy 1a tfY ,i�a1 .t` i `., ! � ` !•,. ,?11",) ,. r�`i�l•�s�,�.lt.sAY l4jt1; 1.t =;:try 1 ,+ E f ,S.r- y: �C t +r r 1t•1 ..� ;l +K! k'�•�Y=,°.'.'L�3.•Ct�t���}�}1,., of`''Aj..y,r�4r�.,!`,rt ( •� A;"! 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'` 74;"�?lC.2.y y''it /` :...�:.;.•,`.,Y�., i ; .h`r�,1 't. y1,'�• ;}:'• jhl ,jC,r}r�t`,tt } z�;j+:C'_��` •, a�j� f1ya\�.�',J,(?("4� -y;►!,�'•��� d:L� �c,��`r.E.' � #�4�y .E ij� ,,�• uc ,� �t a-7:4,�, T} - J:,���''.��'1 i ti�#t, ,���7 ` 'v..�?v� t 4,:+, 11'a'/F � � �� '`3 i• •���\�� a�3 w � Nir tS+Jt t��A�ii�t�,'y�sh6)�)N�a,^?�tyy,��,+'f�t'�a, °k ,at`�`t�"!.�-.�� �(�l��.y�••..y '��it`(� ���+r•{a .Y��� 1�; ;� �� � � a� �..� , k�.��t;12LL&'€R,"£:�e'�;�r�•FL±�tF3he-'����a`� t �,tiF�7+�.4�?x. �1"•i;�T``T•.�'S.V�a`,�•S�l"`��}.,ly�'�`., .rt}'�,a?.Y;'1?: 1 JUNE 8, 1994 Dr. Francis MacMillan North Andover, Board of Health 120 Main Street North Andover, MA Dear Dr. MacMillan, I am writing this letter to request a waiver by the Board of Health regarding the replacment of a septic system at 142 Boston Street. We recently built a family suite for my father, who has suffered many strokes in the past year and can no longer live by himself. The addition has added one bedroom to my home. In the original house there are two other bedrooms being utilized, one by my wife and me, the other by my mother-in-law who lives with us. There are two rooms in the original house that are being utilized as a computer room and a study. Until July, 1994, my daughter, Melissa is using my computer room as a bedroom. In July, she will be moving to an apartment in Tewksbury. This leaves four people in our home utilizing three bedrooms, and this will be the permanent maximum number. When I first undertook this project, I was told by a health inspector, Sandra Starr that I needed a new system based on the number of bedrooms my home contained. I was not made aware of the fact that there was a possibility of obtaining a waiver for legitimate reasons. I g hired an engineer, Ron Pica, who worked with Sandra on the design of a system. I explained to the engineer and to Ms. Starr that I was willing to do whatever had to be done in order to get my father into my home before the winter. These conversations took place in September. Because of many complications and unexplainable delays dealing with the new system, it became too late to dig the hole to put the system in due to the ground freezing. Frankly, Dr. MacMillan, I do not feel that I have been treated fairly regarding this matter. I placed numerous calls to Ms. Starr over these last nine months, only one of which was returned before I finally contacted an attorney friend of mine who wrote a letter to Ms. Starr asking her to contact him regarding the matter as I had had enough. I tried numerous times to get information by asking Ron Pica to speak to Ms. Starr. This was somewhat more successful, however, produced no results as Ms. Starr told Mr. Pica that a waiver may be granted, but that she did not believe that I was not going to use the extra rooms as bedrooms. Upon not getting any decisions, answers, or help from Ms. Starr, I had to proceed with connecting my father's plumbing to the existing septic system since his health did not permit him to live alone another day. At the beginning of this process, I had explained this to Ms. Starr, who acknowledged that she understood my problem since she has an elderly parent also. Unfortunately, this was not the way this situation was handled at by her. �,, 4 n 1 ' -- -- z . �. . ., � � . � r .. ' ` ' C • ' � .. � 1 - 1 ' � �_ 1� I am willing to submit to an inspection of my home to prove that only three bedrooms are in use. I am willing to sign a paper stating that this will remain the case. We are good citizens of the town of North Andover. I have lived here since 1980 and my wife has lived in town virtually all of her life. I am truly sorry that this unfortunate incident has occurred, as it has taken a toll on all of us to have this problem hanging over our heads for all of nine months with no help from the person who is supposed to be helping and advising us. The treatment we have received from Ms. Starr is totally unprofessional. It has caused our entire family extreme stress. My father, who has suffered two strokes and partial loss of his eyesite and hearing capabilities is worried that he will be thrown out of his new home because of this mess and just can't understand what the problem is. I can't prove it, but I honestly believe that the stress caused by this situation has contributed greatly to his condition. He has been looking forward to moving to his new home, but this situation has taken any fun and excitement out of the move. This frustrates me and makes me extremely irate because it did not have to happen. Simply stated, four adult individuals will be living in this home utilizing three bedroms. There are no children. The existing system which is maintained annually is still in excellent condition. My wife and I have tried very hard to be good children to our remaining parents by providing a beautiful place for them to live out their lives. A financial strain already exists because we have done this, as our taxes and utility t ty bills have increased and my wife and I pay most of that burden. I frankly cannot afford to spend money to replace a system that should suffice for whatever years our elderly parents will live here. Please grant this waiver in order that we may get this awful, enduring matter out of our minds for once and for all. Thank you very much, David Riccio cc Karen Nelson cc Attorney Peter Slipp 1 � i i Mother-in-Law Wash Bedroom Room Kitchenette Living Room Bath- Room Main Family Room and Kitchen. Living Room Bathroom Computer Room Master Bedroom Utility Room Father' s Kitchenette Living Room Deck Stair Bath Way to Room Garage Father' s Bedroom �/ Oma"` V FORM 9A - Application for Local Upgrade Approval Commonwealth of Massach usetts ity/Town) /pplication Massachusetts for LOCAL UPGRADE APPROVAL, Title 5,310 CMR 15.000 DEP Approved Form Required by 310 CMR 15:403(1) /Form 9A is to be submitted.to the Local Board of Health for the upgrade of a failed or no cing septic system with a design flow of less than 10,000 gpd,where full compliance,as defi ed in 310 CMR 15.404(1),is not feasible. S stem upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405,or in full .fsompliance with the requirements of 310 CMR 15.000,require a variance pursuant to 310 CMR 5.410 through 15.417. NOTE: Local upgrade approval shall not be granted for an u new design flow to a cesspool or-privy, Pude proposal that includes the addition of a cflow above e existing apacity of a septic system constructed in accordance with either thenew desi�1978 Code or 310 CMR 15 appro000 ved Facility Address: _ , Lfr' City/Town: Facility/System owner: ' p Address: t City/Town: Telephone: State: L Zip: Type of Facility(check all that apply): Residential ❑Institutional El Commercial School Describe facility ❑ Type of existing system: ❑Privy ' ❑Cesspool(s) onventional System ❑ Other(describe) Type of soil absorption system (trenches,chambers,leach field,pits,etc) Design Flow per 310 CMR 15.203: Design flow of existing system U-- dl gpd Design flow of proposed upgraded systemopd Design flow of facility _Pd. Proposed upgrade of system is: 14oluntary ❑Required by order, letter,etc.(attach copy) ❑Required following inspection pursuant to 310 CMR 15.301 Provide date of inspection FORM 9A - Application for Local Upgrade Approval lfi it 06 Department of Environmental Protection DEP Approved Form—3/20102 1 Pagel of 3 ,1 i Describe the proposed upgrade to the system 195h j„ , Local Upgrade Approval is requested for: ❑ Reduction in setback(s) (Describe reductions) ❑ Percolation rate for 30 to 60 min/inch Percolation rate min/inch ❑ Reduction in SAS area of up to 25% (SAS size and%reduction) SAS sq ft Reduction [Reduction in separation between the SAS and high groundwater Separation reduction_ft Percolation rate mintinch Depth to groundwater_ft ❑ Relocation of water supply well(Explain) ❑ Other requirements of 310 CMR 15.000 that cannot be met Describe and specify sections of the Code If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorption system and the high groundwater elevation,an Approved Soil Evaluator must determine the. high groundwater elevation pursuant to 310 CMR 15.405(1)(i)(1).The soil evaluator must be a member or agent of the local annrovinz authority. El;AQC2'? groundwater elevation determined by: ' �f-12-1? 7 / 7/ e�& (Print or type evaluator's Name) (Signature of evaluator) (Evaluation Date) Explain why full compliance,as defined in 310 CMR 15.404(1),is not feasible. (Each section must be completed) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: - rt - 67A1 S 2 An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: �.g Department of Environmental Protection DEP Approved Form-3/20/02 Pale 2 of 3 r r FORM 9A - Application for Local Upgrade Approval 3. A shared system is not feasible: 4. Connection to a public sewer is not feasible: 'The Application for Local Upgrade Approval must be accompanied by all of the following: (Check the appropriate boxes) ❑ Application for Disposal System Construction Permit Complete plans and specifications Site evaluation forms ❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines. Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2). ❑ Other(List) CERTIFICATION: . "I,the facility owner,certify under penalty of law that this document and all attachments,to the best of my knowledge and belief,are true,accurate,and complete.I am aware that there may be significant consequences for submitting false information,including,but not limited to,penalties or fine and/or imprisonment for deliberate violations. Facility owner's signature- ��-r.���tt Date Print name (2_n�2� Name of preparer Date jo. Preparer's Address: City/Town: State: Zip: Preparer's telephone: x_ NOTE: 310 CMR 15.403(4)requires the system owner to provide a copy of the local upgrade approval to the appropriate Regional Office of the Department of Environmental Protection,Bureau of Resource Protection,Division of Watershed Management,upon issuance by the local approving authority and before commencement of construction. Department of Environmental Protection DEP Approved Form-3/20/02 Page 3 of 3 1 04 p0PTN 3? '+ BOARD OF HEALTH 1O p ' 120 MAIN STREET TEL. 682-6483 SA US NORTH ANDOVER, MASS. 01845 Ext. 32 June 27, 1994 Mr. David Riccio 142 Boston Street North Andover, MA 01845 Dear Mr. Riccio: The Board Members discussed your situation, as described in your letter of June 8, 1994, at their meeting on June 23 , 1994 . The Board has several areas of concern and because of this would like you to appear at their next meeting on Thursday, July 21, 1994 in the Library Conference Room, Town Building at 7: 15 p.m. so this matter can be cleared up If you have any questions in reference to this matter, please do not hesitate to call the office at the number above. Sincerely, eel Ga on: sgood, firman ra ci M' 1 John z a D.M.D. SS c ' / 7P cc: Peter Slipp, Esq. I�I f { 1 r ne c 55 it v=ioa a, /4 o � Address 13OS-�-e>1y St Title of File Pagef 0 Date File Open: Date file closed: Doc Document/Action Title Date of Refer to other Purpose of Document/Action and notes: action Document/ document/ Num. Action Depart ent Board of Appeals — Board of Health — Planning Board — Conservation Commission — Building Department G. ~ BOARD OF HEALTH NORTH ANDOVER, MA 01845 978-688-9540 c- fo ' `S < APPLICATION FOR SOIL TESTS:, �4 .>°'' DATE: (��- 2,�' �v-Z MAP &PARCEL: —z LOCATION OF SOIL TESTS: 14L QW!�I C2NJ OWNER: - 01A — �f? TEL. NO.: ADDRESS: ENGINEER: F'I E .YL� i'.b��a (�)� TEL. NO.: ��- 5 r- CERTIFIED SOIL EVALUATOR: Intended Use of Land: Residential Subdivision mgle Family Ho Commercial Is This: / Repair Testing: Undeveloped lot testing: In the Lake Cochichewick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM 1. Proof of land ownership (Tax bill, or letter from owner permitting test) 2. Plot plan & Location of Testing 3. Fee of$425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$200.00 per lot for repairs or Lipgrades. (If time is not critical, fee for repairs is $75.00) GENERAL INFORMATION 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan(no smaller than 1"A 00') shall be submitted to the Board of Health showing the location of all tests(including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission Approval: Date Received: Check Amount:` Ceck Date: Low it 46,68os.�. LOT l0 . {II4QOVV�Y &WiMHId& POOL V PGtc>R��� �+►t�c��T tD� r©Ewgr�Nc, rb c LOT Q Tl Z�F�o�` �c 12'•��' l 3m" I srocy IiTf AP T i Z � BOSTON STREET FOUR SEASONS ASSOCIATES,INC. 375 COMMON STREET.LAWRENCE,MA TELEPHONE 683"S671 NOTL TIM&IS NOT A SURVEY AND SHOULD 86 USED SOA MORTGAGES PURPOSES ONLY.00 NOT USE OFFSETS FOR ESTASLISMING LOT UNE$.FOR TME EHEC. TION Of FENCES OR CONSTRUCTION PURPOSES IF BUILDINGS SHOWN tE SURVEY TO VERIFY THESE MEASUREMENTS. it THAN ONE FOOT FROM THE BOUNDARY LINES,IT IS ADVISED TO MAKS, N 44ENEST CERTIFY THAT I HAVE EIIAMINEO THE.OREYISES.AND ALL BUILDINGS.EASEMENTS AND[NCROACHNENTS AN S/ �Fq,LOCATED ON TME GROUND AS iDY/N.1 FURTHER CER71iT 1MAT TME BlMDINGS CONFORMED TO TME ZONING LAWS AND AMENDMENTS Of 110.AfaDDVE,it.WHEN CON• STRUCTEO,1 FUATMEp CERTIFY THAT THIS PROPERTY IS"O LOC1TE0IN TME 9STAK&SNED#1000 IIAZARO AREA. BUYER uavIDIMAR6AREr TO THEF'IRST ESSEX SAVINGS RANKj `"°`'�,� Wls BOOK: CCiO AND TITLE INSURERS ' LE'H. HOLZMAN H PAGE: 329 MORTGAGE INSPECTION PLAN No.7817 4 LOCATED ©-' 9F PLAN NO.: 3484 p -.G—y p� �- [�� /�w, [� ifs CASTER EC:ALEt�NIr SAI-ot' 14 2 DO,31 ON S�l. 1 V�..f"li V L. Y !'►A 'ly4t EAYO SJ Location: Owner's Name• Map/Parcel:_Lg� Address: 4 7 ISM. Installer. Tel k 6 15New(siso) Repair'111r Date: -7 1:3'V 1- etlandsZl0I,one II Soil Symbol oil Rime G SSoil Class Deep Observation Hole Logs Elevation Depth Soil Horizon Soil Tenure Soil Color Son Mottling % Gravel,Stones,etc ` 4, I- t;�= ►� YV Parent Material Depth to Bedrock �Standing Nater in the Hole: Weeping from Pit Face FSHGIY: 3� 4 %wo. Z45 Y 5/G '' GL �iL, E 2t��' FIS � 77 Parent Material__±11,V Depth to Bedroek: Standing water In the Ho1r. %Yee jn, P .from Pit Faee � ESHG%Y:� Date Percolation Tests Observation Hole: ' Depth of Perc ! ! Start Pre-soal: 1 ! Time at 12" Time at 9" Time at 6'1 ! Time(9"-611) I I -Rate Min/Inch... Performed Bv- ,� _ Witrtessed B�� 6 ' X52 Lot 11 . LOT 10 b2l < id4@ovEJri ' s iMMIdG POOL _. AD01T 10V'J TOE)CIi5Tih. eA HoU5E: LOT Q a I story vj APT Z o �C �l '< ELLI%1G11 ZG � � �w 1 BOSTON LIT RE C T FOUR SEASONS ASSOCIATES,INC, 375 COMMON STREET.LAWRENCE.MA TELEPHONE 683-5671 NOTE: 111E IE NOT A SURVET AND SHOULD 89 USED FOR MORTGAGEE PUAPOSSI ONLY,00 NOT USE OFFSETS FOR ESTA"IS/NNG LOT LI/IEE.FOR INC EREC- TION Of FENCES OR CONSTRUCTION PURPOSES IF BUILONI46 SHOWN LEES THAN ONE FOOT FROM THE SOUNDARV LINES.IT I$AOVISEO TO/RAKE SURVEY TO VERIFY THESE MEASUREMENTS. 1 HEREBY CERTIFY VNAT 1 HAVE EXAM1NE0 THE PREINSES.AND ALL BUILOWGS.EASEMENTS AND ENCROACHMENTS AR LOCATED ON THE GROUND AS RI Sao".I FUHIIR CILIRIMT THAI Im DURDINGS CONFORMED TO THE 101090 LAWS AND AMENOMEIITS OF�0A0L10BElt. WHEN Coot. S1RUCTEO.1 FURTHER CERTIFY THAT THIS PROPERTY IS 00710CATEO IN THE EETABLISHEO FLOOD HAZARD AREA. BUYER1.6 OF CAVIMMARGARET TO TNEF'tRST ESSEX SAYINGS BANK �. "`�'� R CCiO � L w,s AND TITLE INSURERS 4 N. BOOK: " HOLZMAN H PAGE: 32 MORTGAGE INSPECTION PLAN No.7817 PLAN NO.: 3484 LOCATED ��sr,9o�/sseasJ+'" ZALEB H= �3�w�{�1V 5�. NO. !'[IVbC'VE R MA i 1 a . 1111111111 11111N1111111111111111 , .�, � 1Mill1111 11111 IIIN 1111111 1111111 11111 I " ��11 � - -� 1 1111 1111111 ® 111111 ■■.■ ii ' v ; 1 11111 IIIIIINN IIIIIIII 111 IN I . . 111/1111 IIII�IIINIII 11111 111 1 lull 1 ,01111 1 1 11//11111 1Mill Niiu1'�11111111 1111111: 11' /I NIII 1 „�1� 1 WE /1111111 11 Mill 1111111 11 1 IINIIIIIIilllllllll �� ��y 1111111111 IIININN 1111111111 1 1111111 IIIIN 111 1 111111111 ���� .���`' 1 111111111 IIll N 111111111111111 r. � 1111111111111111111111111111111111 , � � � IIIIIIIIIIIIIIIINIENIIIIII11111 ®L i�iG•:� . + Is 111111 11111M1111IIIII 111111 ' - R IL��� Fi1 i��ii■IN2�i 1L1111�iO1i1 � ( - � 1Y, �i 11 111 iii111N �� �,. 11 IIIIIIIIIIIIIN1111�1!J'111 111 �� - . �� 1 6.111-211111111NINN ill 1111 11111101111111111111111 1111101111111 11111111 LAW OFFICE OF PETER T. SLIPP TELEPHONE:(508)685-1800 184 PLEASANT VALLEY STREET FAX: (508)975-9950 a METHUEN,MASSACHUSETTS 01844 June 20, 1994 pal Certified Mail Dr. Francis MacMillan, Chairman Return Receipt North Andover Board of Health Requested 120 Main Street North Andover, MA 01845 RE: Riccio, David and Margaret 142 Boston Street, North Andover, MA Dear Dr. MacMillan: Please accept this as a letter of support for the above mentioned Mr. & Mrs. Riccio as they pursue a waiver from your board of the requirement to install a new septic system at their residence. Mr. Riccio has articulately expressed his personal reasons for requesting such a waiver and I will not belabor those reasons in this writing. I have, however, asked the Health Inspector, Sandy Starr for some legal back-up to her is necessary. She produced for 'tion that a newsystem osiY p P me a writing from the Massachusetts D.E.P. Director, Mr. ted April 22 1992 regarding Brian Donahue, da p g g certain Title 5 Standards. Upon reviewing this document I am of the opinion that it has no directive but rather an informative epistle on the subject. It clearly leaves discretion over sewer disposal systems adequacies to the local Boards of Health. Please keep this in mind while deliberating on the Riccio's reasonable request for a waiver. I appreciate your consideration in this matter. Very truly yours, Peter T. PTS/emb cc: David and Margaret Riccio I I I i 'r f i i k i � alb I t � rt .ry_�I192 f�y��1T92 .�y_�1i92 y, ��.1992 -1992 �f 1992 1992 w�._ LAW OFFICE OF PETER T. SLIPP a 4 184 PLEASANT VALLEY STREET METHUEN, MASSACHUSETTS 01844 Y� V IUPl �I992 Dr . Francis MacMillan Chairman North Andover Board of Health 120 Main Street North Andover , MA 01845 1992 19U 4st Noticed r' vice o - Clift!i?!tl�?ttillil�fiif!2?lili IIIN lilditiftill!!i!iillit 11It!]dili!!!1!iIl _ _ -_-_ _ _ .� _._,� r v _. _ -- _ _-- -.. . . _ .. - - F r----- . t � � ., �, i f �� f 40RTbq 1 BOARD OF HEALTH , °''s 120 MAIN STREET TEL. 682-6483 'SSAus�t NORTH ANDOVER, MASS. 01845 Ext. 32 June 27, 1994 Mr. David Riccio 142 Boston Street North Andover, MA 01845 Dear Mr. Riccio: The Board Members discussed your situation, as described in your letter of June 8, 1994 , at their meeting on June 23 , 1994 . The Board has several areas of concern and because of this would like you to appear at their next meeting on Thursday, July 21, 1994 in the Library Conference Room, Town Building at 7: 15 p.m. so this matter can be cleared up If you have any questions in reference to this matter, please do not hesitate to call the office at the number above. Sincerely, �- Jor— Ga on: sgood, firman r -c John z a, D.M.D. SS/cjp SEPTIC PLAN SUBMITTAL FORM LOCATION: NEW PLANS: $160.00/Plan C,4-le- 1-7�v REVISED PLANS: YES $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: NO DATE: DESIGN ENGINEER: -► r�i E !1.�r, DATE TO CONSULTANT: When the submission is all in place, route to the Health Secretary. 1 ,I BOARD OF HEALTH o0' NORTH ANDOVER, MA 01845 ���F No \A ��-� ID 978-688-9540 I�s` �0 APPLICATION FOR SOIL TEST:, DATE: MAP &PARCEL: p LOCATION OF SOIL TESTS: OWNER: X112 12 TEL. NO.: ADDRESS: ENGINEER: F l M4t,l",V L-*�, 1' ,)a391" TEL. NO.: - 5 CERTIFIED SOIL EVALUATOR: Intended Use of Land: Residential Subdivision mgle Family Ho Commercial Is This: Repair :Testing: Undeveloped lot testing: g P g In the Lake Cochichewick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM 1. Proof of land ownership (Tax bill, or letter from owner permitting test) 2. Plot plan & Location of Testing 3. Fee of$425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$200.00 per lot for rr0airs or u rades. (If time is not critical, fee for repairs is $75.00) GENERAL INFORMATION 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan(no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests(including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission Approval: Date Received: Check Amount_ Check Dater �- f Town of North Andover, Massachusetts Form No.2 �oR*ti BOARD OF HEALTH d?•- o p P DESIGN APPROVAL FOR �1sSACHUS6t� SOIL ABSORPTION'SEWAGE DISPOSAL SYSTEM f Applicant C2 V 1 CC`IQ Test.No. t�t Site Location- Reference ocation Reference Plans and Specs. (— Z22� �a�� ENGINEER DE51W DATE I Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health: CHAIRMAN,BOARD OF HEALTH { Fee C/ Site System Permit No._. l T0---;5(ll 0())•Ps n FROM: DATE< 0�00 PAGES INCLUDING- v / THIS PAGE: gg- FAX#:��Q- �7�5�/ yX FAX#: PHONE#:' b CHECKLIST FOR NORTH ANDOVER SEPTIC SYSTEM PLANS Job The following is a checklist that incorporates all Title 5 and local regulations for septic plans. Name of Applicant: I Chi U Name of Designer: Plan Date: Revision Date: Date of Review: Property Address: Z� 7Z'-- Map: /07 Lot: _ BOH Reviewer: :f5; Aec Type of Plan(new or upgrade): Number of Bedrooms in Assessor's Records: gpd)Garbage Disposal Allowed: General Information: N.A.=North Andover Septic Regulations Other numbers refer to Title 5 O,,K// Problem N/A Street number and map/lot-220(4)(u) _ Maximum scale of 1 "=40'for plot plan-220(4) Maximum scale of 1 "=20'for profile and component details-220(4) Legal boundaries of the facility being served-220(4)(a) Names of abutters from recent tax map- NA 8.02j -�✓ Number of bedrooms,design calcs.,-NA 8.02i Name&address of record owner&applicant- NA 8.02k Name&address of designer-NA 8.021 Holder and location of all easements-220(4)(b) Date plan drawn&any revision date- NA 8.02m All dwellings and buildings,existing and proposed-220(4)(c) Location of all existing or proposed impervious areas-220(4)(d) All distances on site plan-NA 8.03a-c Elevation of proposed driveway-NA 8.02t Location and elevation of foundation drain-NA 8.02y Location and dimensions of the system incl.reserve(new const.)-220(4)(e) Limits of excavation of leach area on site plan-NA 8.02z Locus plan-220(4)(t) (Not to scale) North arrow-220(4)(g) Existing and proposed contours-220(4)(g) Locations and logs of deep holes-220(4)(h) t.. Locations and logs of percolation tests-220(4)(i) Date(s)of soil testing-220(4)(h)&(i) Existing grade elevation of each deep hole-220(4)(h) C/ Elevation of percolation tests-N.A. 8.02n ✓- Name of approving authority representative-220(4)(h)&(i) Name of soil evaluator-220(4)0) Soil logs and perc test logs match BOH records Locations of waterlines,drains,and subsurface utilities-220(4)(m) Observed and adjusted g.w.elevation in the vicinity of the system-220(4)(n) ` `- Complete profile of the system to scale-220(4)(o),NA 8.02c Cross section of leaching facility-NA 8.02w (Not to scale) Location of benchmark(s)within 50-75 feet of facility-220(4)(q) Note listing all variance requests with proper citations-220(4)(p) / Local upgrade approval request form submitted-403(1) li • 2 • i X Original R.S./P.E. stamp,signature&date-220(1)&(2) P.E.,discipline specified within stamp. MGL C. 112 s. 8 1 M LX sfc. supplies(w/in 400'),pub. wells(w/in 250'),pvt.wells(w/in 150')-220(4)( Location of watercourses,wetlands,wells,etc. Win 150'of system—NA 8.02r Wetland disclaimer—NA 8.02s RLS plan reference&certification required(prop line setbacks)-220(3) Plan contains designer's certification statement Use approvals/standards checked for I/A system-DEP docs., Pere rate>30 MPI-not allowed for new,LUA for upgrade-245(1)&('3) Perc rate > 60 MPI-must use modified tight tank or UA technology-245(4) Proposed system qualifies as"shared" system-002(definitions) Flow is over 2,000 gpd-No R.S.allowed-220(1) ✓ Design flow was set in accordance with code-203 Existing system location and note on proper abandonment-354 Leaching facility at least 1' above Base Flood elevation—NA 9.05 All piping Sch 40 minimum—NA 10.01 Basement floor minimum 1' above groundwater elevation—NA 5.04 Foundation drain present with elevation—NA 8.02y On-site Soil and Groundwater Review OIC. Problem N/A Proper deep observation hole logs on plan-220(4)(h) All deep holes and peres shown, including aborted tests—NA 8.02n Soil evaluation forms submitted within 60 days of field work-018(2) Proper percolation test log-220(4)(i) ✓ Ample deep observation holes in primary disposal area(minimum 2)- 102(2) Ample deep observation holes in secondary disposal area(minimum 2)- 102(2) Ample perc testing(one in each disposal area,3 in prim.>2,000 gpd)- 104(4) IZ Deep hole testing conducted within two years—NA 7.05 Hole Identification Numbers: ground elevation el. acceptable soil el. q� 3 Leach facilitv invert el. 97, 7-f 97 7S ground water el. a 9 refusal el. '37,. S 17 -7 bottom of leach facility el. i . thickness of acceptable soil �. before&after soil R&R g separation to groundwater 3° P q , 3 separation to refusal 919 soil class -- 2 3 perc rate loading rate septic tank below g.w. table (yes or no) pump tank below g.w. table 221 (yes or no) l.f in fill -255(l) Setback Distances(Given in feet) 15.21 1 YES DNO Is the lot in the Lake Cochiewick Watershed? NA 6.00&5.02 OK Problem N/A Septic Tank Leach Facility Property line10 10 P Y � Cellar wall 10 20 Inground pool 1.0 20 . I Slab foundation 10 10 V/ Deck,on footings,etc. 5 10 Waterline 10 10 V Private drinking well 75 100 Irrigation well 75 100 Wetlands 75 100 Public well 400 400 Wetlands bordering surface 150 1.50 water Supply or trib. (in Watershed) Trib.To Surface Water supply 325 325 Reservoirs 400 400 v Tributaries to reservoirs 200 200 Drains(wat. supply/trib.) 50 100 Drains(intercept g.w.) 25 50 ✓ Foundation drains 10 20 i Drains(Other) 5 1.0 Drywells 20 25 Downhill slope 15'to 3:1 slope 3 t 4 i w/o barrier Building Sewer OK Problem N/A/ Grease trap required for certain uses(check 230 for details) Pipe diameter listed(4" minimum)-222(l) L/ Pipe schedule listed-222(3) Pipe cast iron or Sch 40 PVC—NA 11.02 Watertight joints specified-222(3)&(4) - Pipe laid on compact,fin base-222(5) Pipe laid on continuous grade in straight line-222(7)@ v Cleanouts precede all changes in alignment and grade-222(8) Cleanout provided every 100 feet-222(8) c/ Manhole at any 90 degree alignment change-222(8) Invert elevation at building: % Invert elevation at septic tank- 30 r� Length of run: +� Slope: 6,0o?" (minimum of 0.01 -0.02 desired)-222(6) 10'offset to private well or suction line-222(2) Septic Tank OK /Problem N/A�✓ Tank is accessible-228(3) No structures above tank—(228(3) ✓� Tank can accommodate both primary&reserve—NA 9.04 200%of flow(required&provided given. 1500 min.)-220(4)(f)&223)(1)(a) 2-3" drop from inlet to outlet-227(5) Minimum of T liquid depth-223(2) 3"air space above tees/baffles(minimum)-227(4) 9"air space above flow line(minimum)-227(4) Tees are not to be replaced by baffles-227(1) Tees extend 6" above flow line-227(1) Inlet tee extends 1.0" below flow line(minimum)-227 6 Outlet tee extends 14" below flow line(more for deeper tanks)-227(6) ✓ Gas baffle installed on outlet-227(4) Access manhole cover above center of tank&each tee(except 2 compart) 228(2) 3-2p" manholes-228(2) 1 childproof,24" riser/manhole Win 6"of final grade if<1000gpd-228(2) \l Inlet and outlet tees on center line-227(1) Soil compaction below tank specified(if soil is non-native)-221(2) 6" of<=3/4"stone beneath tank specified-221(2)&22 8(1) If> 1,000 gpd AND not a single fam.dwell.must be 2 tks or 2 comp. -223(1)(b) If plan specifies disposal must be 2 tanks in series or 2 compart.tank-223(l)(c) Buoyancy calcs.required if tank at or below water table-221(8) ✓ Tank is watertight-221 (1) 9" of cover over tank(minimum)-228(1) A-/ H- 10 loading(min.)-H-20 if traffic-226(3) y Top of tank<=36" below grade-221(7) _ All pumping to tank(if applies)in accordance with-229 _ Tank is set to keep old system in service during install if possible 4 %�. � . ,� L/ mss, �- s � �� o �' 5 Tight Tank(Check here if not present: ) OK Problem N/A 500%of design flow or 2000 gallons provided—260(2)(a) 3-20"manholes—228(2) Soil compaction below tank specified(if soil non-native)—221(2) 6"of<=3/4"stone beneath tank specified—221(2)&228(1) Buoyancy calcs. Required if tank at or below water table—221(8) Tank is watertight—221(1) 9"of cover over tank specified(minimum)—228(1) H-10 loading(min.)—H-20 if traffic—226(3) Top of tank<=36"below grade—221(7) All pumping to tank(if applies)in accordance with—229 AN alarm set at 3/5 tank capacity—260(2)(c) Min. 1-24"frame w/cover at finished grade—228(2)(f) Year round access for pumping—228(2)(g) Distribution Box(Check here if not present: ) OK Problem N/A Inlet elevation: Outlet elevation: !? 7, TO 0.17'drop from inlet to outlet(minimum)-232(3)(b) 6" sump(minimum)-232(3)(e) � All outlets at same elevation-232(3)(b) —1� Outlet pipes laid level for first 2 ft. -232(3)(c) Pipe Sch 40-NA 10.01 33CC / Number of outlets: Number of laterals: _ t/ Size of outlets: Y" Inlet baffle/tee min. 1" over outlet invert for all d-boxes-232(3)(a), Soil compaction below distribution box specified(if soil is non-native)-221(2) y/ 6" of stone beneath distribution box specified-221(2) Box is watertight-221 (1) Top of box<=36" below grade-221(7) L/ Buoyancy calculations required if box is at or below water table-221(8) Pump Chamber(Check here if not present: ) OK Problem N/A Volume specified:-- ��d 220(4)(r) Pump on elevation- `9'Y• v( 220(4)(r) Pump off elevation: 9,�t r y3220(4)(r) Alarm on elevation: 9'Y- L'5_0— 220(4)(r) -Number of cycles per day-220(4)(r)(also 254(1)(d)if gravity from d-box) Minimum 2" delivery line to d-box if gravity-254(1)(c) Pressure dosed Lf. if flow>=2,000 gpd-254(1)(a)&254(2)(a) Cycles per day is consistent with chamber volume-23 1 Volume calculations include flowback volume-2') 1(2) 5 6 24 hour storage capacity above pump on elevation-231(2) Number of pumps: 2 if system serves>2 dwelling units-231(6) Capacity of pump(s)- gpm @ 6 'TDH-220(4)(r) Pump can pass 1 1/4 "solids(minimum)-231(7) Pump controls specified-220(4)(r) Alarm equipment specified-231(2) Alarm is in building and powered on separate circuit from pump-2') 1(9) Pump sequence correct(off-lead on-lag on-alan-n on)-231(8) Pump performance curves included-220(4)(r) Manual operating switch-NA 12.01 Check valve,bleeder hole-NA 12.01. 1 childproof,24"riser/manhole to final grade-2'31(5), Soil compaction beneath pump chamber specified(if soil is non-native)-221(2) 6"of<=3/4"stone beneath chmbr. specified-221(2)&228(1), Buoyancy calculations if chamber is at or below water table-221(8)@ 9" of cover over chamber(minimum)-228(1) H- 10 loading(min.)-H-20 if traffic-226(')), Chamber is watertight-221 (1) Top of chamber<=36" below grade-221(7) Leaching Facility(general-complete for all designs) OKiProblem N/A i✓ 50%larger if garbage disposal-240(4) Trenches to be used whenever possible-240(6) No vehicle or imperv.area above l.f.unless unavoidable-240(7);NA 13.02 Vented if under impervious cover-241 (1) ✓ Vented through same pipes as distribution system-241 (1)(a) LIX Vent protected from precipitation/animal entry-241 (1)(b) Vent is placed beyond traffic or impervious area-24 1 (1)(c) ✓ All lines connected to vent if bed or trenches-241(1)(d) ✓ 9" cover over peastone-240(9) ✓ Reserve area provided(new construction)-248(1) i✓ Reserve 4' from primary leach area—NA 9.04 i✓ 4'(5'if perc rate<=2 MPI)separation to g.w. -212(a)&(b) ',. 4'(down to 2'with variance or I/A-upgrades only)of natural soil under l.f. GW separation is adjusted to highest existing grade if facility cuts into a hillside =% Pipe slope minimum of 0.005-251(9) ✓ Require 5'removal and replacement if in fill-255(5) Top of leach facility<=36" below grade-221(7) t� Final grade over l.f.minimum 0.02 ft/ft-240(10) Surface&subsurface drainage away from l.f. -240(1 1)&245(5) Minimum design flow 440 gpd without deed restriction—NA 1.3.01 ✓ 3:1 slope where grading required-255(2) Toe of fill slope stops 5'from property line or swale installed-255(2) ✓' Impermeable barrier if<3:1 slope or< 15 feet to—3:1slope-255(2) ✓ Impermeable barrier/retaining wall poured concrete—NA 9.02 Retaining wall stamped by P.E.-255(2)(b) Top of retaining wall>=top of peastone elevation-255(2)(f) ^! 10'offset from edge of leach facility to edge of ret. wall-255(2)(g) ✓ Perc test(s)done in most restrictive layer- 104(2) Perc test 4' below leaching elevation—NA 7.06 _tom Design flow listed and required/provided leach area given-220(4)(f) Leach pipes SCH40 PVC—NA 10.01 Leach pipes minimum 4" diameter except for dosed system—NA 1.4.04 6 7 Leach lines capped,vented,or connected together-251(9) Pressure dosing guidance followed if pressure distribution-254(2)(c), Pressure dosing required over 2,000 gpd or with I/A remedial use-231(1) Leaching Trenches(Check here if not present: OK Problem N/A Number of trenches: Minimum of 2 trenches-NA 9.01(2) Depth of trenches(max eff.2'): -247(l) Width of trenches(2'min.,4'max.): -251 (1)(b) Length of trenches(100'max.): -25 1 (1)(a) Trenches are vented(when>50')-251 (11) Trenches follow contour lines-251(2) Trench spacing 3 times effective width or depth minimum-251 (1)(d) In fill or reserve between trenches, 1.0' min. -NA 14.01& 14.03 Available leach area given(Min. 500 s.f.)-NA 9.01(2) Bottom=L x W x# — s.f. Sidewall=L x D x# x 2= s.f. Effective leach area given Loading factor: Effective area=total area s.f. x LTAR = g/day Effective area is>=design flow of facility being served 2"of 1/8"- 1/2" 2x washed peastone.-247(2) Trench depth of 3/4"to 1 1//2" double washed stone-247(1) LeachingPits Check h ( ere if not present: ) OK Problem N/A #of pits/pit systems: (dosing chamber if>1,231 (1)) Dimensions of each pit or system:L W D Depth of pits(max eff.2'): -253(1)(a) Available leach area given Bottom=L x W x#of systems= s.f. Sidewall=L+W x D x 2 x#of systems= s.f. Total area=bottom +sidewall — s.f. Effective leach area given Loading factor: Effective area=total area s.f. x LTAR = g/day Effective area is>=design flow of facility being served Minimum of 2 pits at least 13'X16'—NA 9.01(3) Distribution for galleries/chmbrs. in trench confi . -pipe ever 20'-253(6) Distribution for galleries/chmbrs.in bed config.-ea.pipe serves<=40 s.f.-253(6) Spacing-2 times the effective width or depth(the greater)-253(1)(c) 2"of 1/8"- 1 /2" 2x washed peastone.-247(2) 3/4" to 1 1/2" double washed stone-247(1) Each pit has at least one 20" access cover. 24" Cl to grade over 2,000 gpd -253(3) Surrounding aggregate thickness between P(min.)and 4'(max.)-253(1)(b) Vents,if necessary,extend under covers of pit(s)-241 (e) Leach Fields(Check here if not present: ) OK Problem N/A Number of fields:�_ (need dosing chamber if> 1,231 (1)) 7 + 1 1 8 Length(100'maa.): &J -252(2)(b) Width: Total area:L x W b = s.f. Minimum 900 square feet-NA 9.01(1) Distribution lines connected with solid pipe—NA 15.01 l Effective leach area given Loading factor: cS� Effective area=total area s.f x LTAR = C7�� g/dav Effective area is>=design flow of facility being served Minimum of two distribution lines-252(2)(a) .� 6'line separation(max.)-252(2)(d) 4'maximum separation from edge of field to line-252(2)(e) ✓ 10'minimum separation between adjacent leach fields-252(2)(f) Between 6" and 12" of 3/4- 1 1/2" stone beneath field-252(2)(g)&247(2) 2"of 1/8"-1/2" 2x washed peastone.-247(2) Final Grading OK Problem N/A ✓ Slope over leach area minimum of 0.02 feet/foot—240(1.0) v Grading shall divert drainage away from leach area—240(l 1) ✓ Grading slopes away from dwelling 5/24/01 8 Town of North Andover NORTH O t �co 61ti0 Office of the Health Department `-' `- Community Development and Services Division *, • ,'� 27 Charles Street North Andover,Massachusetts 01845 �SSgcHU Sandra Starr Telephone(978)688-9540 Public Health Director Fax(978)688-9542 Bill Dufresne March 14, 2003 Merrimack Engineering 66 Park Street Andover, MA 01810 Dear Mr. Dufresne: Please be advised that the proposed plan dated 10/25/2002 for the repair of the septic system at 142 Boston Street has technical deficiencies that must be addressed before the plan can be approved. They are as follows: ;�• There appears to be no basis for allowing a reduction in the separation distance to ground water. There exists sufficient elevation change to comply with the four foot offset to the estimated seasonal high groundwater. In addition, the LUA does not support the need for a variance. ,m• Missing buoyancy calculations for the septic tank and pump chamber. (3 10 CMR 15.221(8)) Also, please check elevations and calculations for dosing cycles. Inlet &outlet tees not on center line (3 10 CMR 15.227(1)) Regulation citations for all variance requests must be listed on the plan. (3 10 CMR 15.220(4)(q)) Need additional deep hole at ESE corner of leach area.(310 CMR 15.102(2)) �•-- Missing original stamp and signature (310 15.220(1) & (2)) No pump performance curves, design or specifications included (310 CMR 15.220(4)(r). I A • Design flow listed on LUA form and plan do not agree G� This re-submittal requires a$60 fee. Feel free to call if you have questions about the content of this letter. Sincerely, Sandra Starr, R.S., C.H.O. Health Director I Cc: File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS LVI 66 PARK STREET•ANDOVER,MASSACHUSETTS 01810•TEL(978)475-3555,373-5721 •FAX(978)475-1448•E-MAIL:merreng@aol.com March 24, 2003 1 ® y Ms. Sandra Starr, Health Director 20 MAR 2 6 Town of North Andover ' Board of Health a 27 Charles Street North Andover, MA 01845 —'--"r"` T' RE: 142 Boston Street Dear Ms. Starr: We have received your review letter dated 3/14/03 for the septic design for the above referenced site. The plan has been modified to address your concerns with exception to the following comments: The sewer pipe inlet and outlets are proposed in the pre-cast punch outs, which are centered within the 20" diameter access covers, as such, we do not understand your comment. Secondly, two deep test pits were conducted as required by Title 5, within the proposed disposal area. Both test pits evidenced similar and consistent soil conditions and no physical evidence existed on site to suspect anything to the contrary, as such, we don't understand the need for further testing. Submitted herewith are three copies of the revised plan for your review. We would appreciate a prompt response as the property is under agreement for sale and the owners are anxious to proceed with construction to replace their septic system. Very truly yours, MERRIMACK ENGINEERING SERVICES William Dufresne Project Manager cd Enclosure i Town of North Andover, Massachusetts Form No.3 BOARD OF HEALTH NORTH O F DISPOSAL WORKS CONSTRUCTION PERMIT SgACMUSE Applicant NAME ,,/ADDRESS TELEPHONE Site Location /Xg ����D// S.77. Permission is hereby granted to Construct ( ) or Repair (Z,)"a'n Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No. CHAIRMAN,BOARD OF HEALTH Fee D.W.C. No. Z/ 411 4z<1 t 7/ 1 a i OF tj aE H FAPR282 1 r i � J i TOWN OF NORTH ANDOVER �O; a�'' k •6 LA HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER,MASSACHUSETTS 0.1845 Sandra Starr,R.S.,C.H.O. (978)688-9540 Telephone Public Health Director (978)688-9542-Fax 1_ril1 TO: From: Fax: Pages: Phone: Date: Re: CC: ❑ Urgent ❑For Review ❑Please Comment ❑Please Reply ❑Please Recycle Please call 978-688-9540 for assistance with any questions. Thank you. xc: Address File Chrono File a TOWN OF NORTH ANDOVE BOARD OF HEALTH Location Permit # Food Service 1X4 Retail Food $ Limited Retail $ Seasonal $ Disposal Works Installers $ Disposal Works Construction$ Soil Testing $ Design Approval Permit $ Dumpster Permit $ Burial Permit $ Swimming Pool Permit $ Animal Permit $ Recreational Camp Permit $ Well Construction Permit $ Funeral Directors Permit $ Massage Establishment License $ Massage Practice License $ Suntanning Establishment $ Offal/Trash Hauler $ Other $ 6862 ��• Health Agent l-Tnite - Applicant Yellow - Dept. Pink - Treasure APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: Y_—d 2 CURRENT INSTALLER'S LICENSE# LOCATION: LICENSED INSTA LER: ° � 1 -e-So�✓ SIGNATURE: TELEPHONE# 617F— a(- d?ate CHECK ONE: REPAIR: NEW CONSTRUCTION: IF NEW CONSTRUCTION, PLEASE ATTACH FOUNDATION AS-BUILT. Administrative Use Only $175.00 Fee Attached? Yes No 17//< Foundation As-built? Yes No Floor plans on file? Yes No Approval Date: APR 22M INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North.Andover licensed installer for the construction of the septic system for the property at J L�°� =-�2T4va/ S T relative to the application of f)OLS-1 dated L/— — 03 for plans by 4t k and dated with revisions dated I understand the following obligations for management of this project: 1. As the installer I am obligated to call for any and all inspections. If homeowner, contractor, project manger, or any other person not associated with my company schedules an inspection and the system is not ready then item two shall be applicable. 2. As the installer I am required to have the necessary work completed prior to the applicable inspections as indicated below. I understand that requesting an inspection,. without completion of the items in accordance with Tile 5 and the Board of Health Regulations may result in a$50.00 fine being levied against my company. a) Bottom of Bed - generally first inspection unless there is a retaining wall which should be done first. Installer must request the inspection but does not have to be present. b) Final inspection – Engineer must first do their inspection for elevations, ties, etc. As-built or verbal OK from engineer must be submitted to Board of Health, after which installer calls for inspection time. Installer must be present for this inspection. With pump system all electrical work must be ready and able to cause pump to work and alarm to function. c) Final Grade–Installer must request inspection when all grading is complete. Does not have to be on site. 3. As the installer I understand that persons or companies not associated with my company may not perform the work required by my company to complete the installation of the system identified in the attached application for installation. I further understand that work by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the, system,"and/or revocation or suspension of my license in the Town of North Andover plus significant fines to all persons involved. 4. As the Installer I understand that I must be on site during the performance of the following construction steps: a) Determination that the proper elevation of the excavation has been reached. b) Inspection of the sand and stone to be used. c) Final inspection by Board of Health staff. d) Installation of tank, D-box, pipes, stone, vent, pump chamber, retaining wall and other components. 5. As the installer I understand that I am solely responsible for the installation of the system as per the approved plans. No instructions by the homeowner, general contractor, or any other persons shall absolve me of this obligation. Undersi icensed Septic Installer Date: -03 Disposal Works Construction Permit# ' 0426777O j fay i -r y t dI- a s frA a- :i II - Il ii 1, r L Ily mc 55 In 17 1 _ � 7_ y y Z 'H /d ,�� Li r NI I Al 2- 1 L NOI!'-v10Y NOI''�DC,i ♦ A HP Fax K 1220xi Log for NORTH ANDOVER 9786889542 Apr 29 2003 12:38pm Last Transaction Date Time Type Identification Duration Pages Result Apr 29 12:36pm Fax Sent 89784755451 0:40 2 OK -TC bid 2 6 2003 r TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The dersigned hereby certify that the Sewage Disposal System ( ) constructed; ( repaired: by —C2 Pr2 QE a� located at 14L K—) c ��-- was installed in conformance with the North dov r Board of Health approved plan, System Design Permit# dated 7 with an approved design flow ofd gallons per d y. The materi s u ed were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310 CMR 15.000, Title 5 and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As-built which has been submitted to the Board of Health. Bed inspection date: Engineer Representative Final inspection date: !o f- Fj � Engineer Representative Installer: � � `y� - Lic.#: Date: Design Engineer: Date: . (07;255 AS-BUILT CHECKLIST LOT NUMBER, STREET NAME ASSESSORS MAP& PARCEL NUMBER LOT LINES& LOCATION OF DWELLINGS LZ LOCATIONS & DIMENSIONS OF SYSTEM, M� TIES TO LOT LINES&DWELLING S a. FROM SEPTIC TANK ` b. FROM LEACH AREA LOCATIONS OF DEEP HOLES&PERC TESTS ELEVATIONS OF DISPOSAL SYSTEM , TOP OF FDN ELEVATION N'4 LOCATIONS OF WELLS,DRAINS, WATERCOURSES / WITHIN 150' OF SYSTEM ✓ LOCATION OF WATER,GAS,ELECTRIC LINES, CABLE _ DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK&D-BOX -- ORIGINAL STAMP & SIGNATURE IMPERVIOUS AREAS - DRIVEWAYS, ETC. NORTH ARROW LOCATION&ELEVATIONS OF BENCHMARK USED INSPECTION CHECKLIST FOR SEPTIC SYSTEMS Yes NO lnifi is A. Bottom of Bed 1. Excavation to proper depth 2. With trenches,sides of excavation are beneath B horizon 3. Edge of excavation specified distance from foundation,etc. Comments: B. Retaining Wall 1. Wall height and width as specified 2. Waterproofed 3. Wall minimum 10'to leaching facility 4. Wall meets specifications of plan Comments: C. Building Sewer 1. Pipe diameter minimum 4" 2. Schedule 40 pipe 3. Watertight joints 4. Inlet to tank cemented 5. Slope minimum 0.01 or 1/8"per foot minimum 6. Pipe properly set on compact fine base - 7. Pipe laid on continuous grade in straight line 8. Cleanouts precede all change in alignment and grade 9. Manholes at any'90°change 10. 10' minimum offset to water line Comments: D. Septic Tank 1. Level 2. 1,500 gal minimum 3. Gas bale present on outlet 4. Manhole to grade 5. Manholes over center and each tee 6. 3-20"manholes 7. Inlet tee minimum 12"under invert 8. Outlet tee minimum 14"under invert 9. Outlet line cemented 10. Air space 3"above tees 11. 2"-3"drop from inlet to outlet 12. Pipe set 13. Compact base with 6"of 1/4"crushed stone under tank 14. Tank is watertight Comments: Yes NO E. Pump Chamber 1. If separate from tank,compact base with 6"of 1/4"stone underneath 2. Minimum 2"pipe to d-box if gravity system 3. 20"access manhole 4. Tank level 5. Watertight 6. Tank size agrees with plan specification 7. Manhole to grade 8. Check valve and bleeder hole present 9. Alarm in building on separate circuit 10. Alarm functions 11. Manual operating switch 12. Pump delivers liquid to d-box Comments: F. Distribution Box 1. D-box level 2. Minimum 0.1 T'(2")drop from inlet to outlet 3. Minimum 6"sump 4. Outlet pipes show equal distribution 5. Compact base with 6"of stone beneath box 6. Box is watertight 7. All lines cemented with hydraulic cement 8. Schedule 40 pipe Comments: G. Soil Absorption system 1. All stone double-washed-'/."= 1 %z" -pea stone Bucket test done? 2. Minimum 2"of pea stone above distribution lines 3. Minimum 6"stone beneath pipe 4. Distribution lines capped or connected together 5. Grading meets 3:1 slope 6. Minimum of 9"of fill graded over system 7. Toe of slope stops minimum 5' from edge of property; if not,then swale. Comments: H. Leach Trenches 1. Minimum 2 trenches 2. Length of trenches agree with plan. (Max. length 100') 3. Width of trenches agree with plan-Minimum 2';maximum-4'. 4. Vent present if<50 feet or specified 5. Distance between trenches minimum 4'and maximum of 6' 6. Minimum distance between trenches 10' 7. Pipe slope minimum 0.005 or 6"per 100' 8. Depth of trenches below outlet invert minimum of 6". I i4 Yes NO 9. Pipes set on stable base. _ Comments: 1. Leach Field 1. Maximum length of field 100' 2. Pipe slope minimum 0.005 or 6"per 100' 3. Separation between pipe 6'maximum 4. Pipes connected at end 5. Separation between adjacent fields 10'minimum 6. Pipes set on stable base 7. Maximum 4'separation from edge of field to first line 8. Minimum two distribution lines 9. Maximum perc rate 20 mpi Comments: I Leaching Pits 1. Minimum inlet pipe 4" 2. Pits of concrete 3. Sidewall between 12"and 48"wide 4. Access manholes on each pit 5. Pipes cemented with hydraulic cement Comments: K. Final Grade 1. Slope over soil absorption system minimum 0.02 2. All system components covered by at least 9"soil 3. Cover soil free of stones larger than 6" 4. Grading slopes away from dwelling 5. No areas over system that may pond PLAN REVIEW CHECKLIST ADDRESS 10 '7j6,72�kl ENGINEER . J T/C/9 GENERAL / 3 COPIES STAMP V LOCUS NORTH ARROW SCALE CONTOURS // PROFILE SECTION i./ BENCHMARK SOIL & FERC INFO �� ELEVATIONS WETS. DISCLAIMER WELLS & WETLANDS WATERSHED? /MD DRIVEWAY Elev) WATER LINE L--- FDN DRAIN NONE{ SCH40 ,"r TESTS CURRENT? SEPTIC TANK MIN 1500G. C/ . 17 INVERT DROP `� GARB. GRINDER(+200% EDF) 25' TO CELLAR OC MANHOLE TO GRADE _/ ELEV GW D-BOX SIZE # LINES FIRST 2' LEVEL STATEMENT INLETV6, q9- - OUTLET Z . G (2" OR . 17 FT) TEE REQ'D? LEACHING RESERVE AREA �4' FROM PRIMARY?,� 100' TO WETLANDS 2% SLOPE 100' TO WELLS i/ 35' TO FND & INTRCPTR DRAINS ✓ 4' TO S.H.GW 325' TO SURFACE H2O SUPPJZ 4' PERM. SOIL BELOW FACILITY MIN 12" COVER ✓ FILL? l/ (25' if above nattuuraal"elev; 101if below) BREAKOUT MET? TRENCHES MIN 660 gpd� SLOPE (min . 005 or 6"/1001 ) >3 ' COVER? - VENT G} SIDEWALL DIST. 2X EFF. W OR D (MIN 6.1 ) ,/ IS RESERVE BETWEEN TRENCHES? (,,--' IN FILL? C--' MUST BE 10' MIN. ,, - 4" PEA STONE? BOT 666 X LDNG9�J'6 + SIDE 10,06 X LDNG,36 = TOT c (L x W x #) (G/ft2) (DxLx2x#) PITS MIN 660 LEACHING MIN 1 (131x16 ' ) PIT MANHOLE/PIT GW MIN 4 ' BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE BOT + SIDE x LOAD = TOTAL (L x W x #) (2x(L+W) xD x #) (G/ft2) CHAMBERS MIN 660 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT MANHOLES 12"-48" STONE SPLASH PADS SLOPE . 005 BED/TRENCH (Bed max. 60 ' X 601 ) MIN 13 ' X 16 ' PIT BOT + SIDE X LOAD = TOTAL (L x W x #) (2 x (L+W) xD x #) (G/ft2) FIELDS MIN 660 GPD 900 ft2 BED PERC RATE FASTER THAN 20M/IN GW MIN 4 ' BELOW BOTTOM OF FIELD PIPE ENDS JOINED? 4" PEA STONE? DIST LINE SLOPE . 005? >31COVER-VENT SCH 40 MIN 12" COVER RATE LDG X 660 = = TOTAL ft2/G REQ'D (ft2) LXW DOSING TANKS AND PUMPS DIMENSIONS_ _X X PUMP CAPACITY 95 L W D Vol. DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME gpm MANHOLES TO GRADE L,----- ALARM SEP. CIRC. . GW—(Min. 1 ' below inlet) HWL LWL CHECK VALVE [---'� BLEEDER HOLE MANUAL OP. SWITCH , V 6Ni NEED-10 FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. ****************Applicant fills out this section***************** APPLICANT: %llk t� M e3 ®Oi v14 R I C r-1 o Phone Lo Ft a oS3 LOCATION: Assessor' s Map Number Parcel Subdivision Lot(s) Street 0.5 7-0,v SSt. Number ************************Official Use Only************************ RECOMMENDATIONS OF TOWN AGENTS: Date Approved Conservation Administrator Date Rejected Comments Date Approved � . To Plan__ne_r7 Date Rejected C Comments Date Approved Food Inspector-Health Date Rejected Date Approved Septic Inspector-Health Date Rejected Comments Public Works - sewer/water connections , - driveway permit Fire Department , Received b Building g Ins pector Date NORTH DISTFtIC'T �a0i; ; i�LOIS':'r.Y 0'r' LAWTI E„C ; r 01X4 0 ia "I RECEZYED:�� � FCR: X70 l`��.0 a, ,�-c�`. .U►�. 2- 0 i REGISTER OF DEEDS a LAW OFFICE OF PETER T. SLIPP TELEPHONE:(508)685-1800 184 PLEASANT VALLEY STREET FAX: (508)975-9950 t METHUEN,MASSACHUSETTS 01844 May 23 , 1994 Ms. Sandy Starr North Andover Health Department Town Hall North Andover, MA 01845 RE: David & Margaret Riccio T4 �Boton-Street l North Andover, MA Dear Ms. Starr: I have been unable to reach you by phone, thus the written communication. I met with an old friend, Mr. Riccio, for coffee the other day and among the subjects discussed was his frustration in attempting to gain contact with you over his effort to obtain a waiver from your department relative to the septic system at his home. You may recall that Mr. Riccio has built an addition to the home in order to move in his father who can no longer live alone. The situation simply stated is that there are four people occupying three bedrooms in this home at its current use. The existing septic system is more than sufficient to service the needs of the household, however, in a meeting with you last fall you indicated the need for a new system. I write to you as Mr. Riccio's friend rather than legal counsel. Please contact me relative to the situation since I am generally more accessible than either Mr. or Mrs. Riccio. Your prompt response would be greatly appreciated. Very Y trul yours, 9 Peter T lip PTS/emb hF �• ..w.. •'�� Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools 1 � Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site J THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Si nature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature&Date Driveway Permit DPW Town Engineer: Signature: Located 384 Os ood Street FIREDEPARTMENT� Temp,Dmpst ueron site yes no - � . �i y-.�xt b ?•.?*.. �+�='moi ti - "` �j z _ L ocated at 124`01nlStreet .. '','�..tt+.h„+?S'''"+. t •t '.k.f e. i`M'sYt" i.f r.Y»ir 'xY4`'e+ -mow4 c.n { .. .S'SJf� k `x .+ .i x Fire DepartrnenCsignature/date a'Y"�,- s-4 r,�r+" e4a._.+r :v-cWX.,.,(e2-•.. , v y,__v .�_ .� ._ .e" a ger ; ., r'"`'R` �COMMENTS�� ..d «F .�.x ��•s ? .__ � ... _. s�. ���- Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter_location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$10041000 fine . NOTES and DATA— (For department use) i I i, �I 4 .. 4 II I I ❑ Notified for pickup - Date Doe.Building Permit Revised 2010 I r TOWN OF NORTH ANDOVER BOARD OF HEALTH CERTIFICATE OF COMPLIANCE This is to certify that the individual subsurface disposal system constructed ( ) or repaired (X) by Todd Bateson, installer at 142 Boston Street, North Andover has been installed in accordance with the provisions of TITLE 5 of the State Sanitary Code and with the North Andover Board of Health regulations as described in the Design Approval Permit # 1199, dated March 27, 2003. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORILY. Board of Health Inspector -3os f►� c y St DECK 20'-7°x lo'-o° i BEDROOM f r a _ i BATH i 9'-9"x 6,-0„ DN BATH . 6'-G"x 7-5 00 A ® •ri . i F r OO BATH EAT-IN j - BEDROOM KITCHEN 13'-0"x 13.1-0" 20'-7"x 22'-7° KITCHEN 12'-4"x 11'-5" o o FAMILY � ! 11'-3"x25'-4" UP BEDROOM THI 1 9'-9",`x 13'-4" LIVING NGLIVING 18'-1"x 12'-0" 10"x11'-5" BEDROOM 6 11'-11°x lz'-o" BEDROOM 1 10'-3"x 10'-7" 77 C -� ... Bedroom Level Main Level These plans are for marketing purposes only and£?' provide general information about 14S Boston-,,-W: Street in North Andover,MA.Floor plans and dimensions are approximate.Prepared for Keith and Stacy Sleeves in North Andover,MA.Plans created by Properly Precision(617)702-2898. w;aw.PropertyPre cisco n.com I - �(7T✓li `�a7 l✓/4- I o DECK - 20'-7"x 10'-0" BEDROOM p o I 15'-0"x 9'-2". - j f Y f ( rf `� OFFICE ....... t a 12'-9"x 6'-9" BATH ° 3 9'-9"x 6'_0" DN BATH j 6-6„x BATH 8'-7"x 5'-0" EAT-IN IBEDROOM KITCHEN I KITCHEN 13'-0°x 11'-0" 20'-7"x 22'-7° I �. i 12'-4"x 11'-5" ° FAMILY 11'-3"x 25'-4" o O UP BEDROOM H1 9'-9",x13'-4" I i LIVING LIVING t BEDROOM i 18'-1"x 12'-0" 16'-0"x 11'-5" 11'-11°x 12'-0" BEDROOM flfl L10'-3"x 10'-7" � I Bedroom Level Main Level These plans are for marketing purposes only and 4, C provide general information about 1142-5ostorr!"'N Street in North Andover.MA.Floor plans and dimensions are approximate.Prepared for Keith and Stacy Sleeves in North Andover,MA.Plans created by Properly Precision(617)702-2898. vdw¢PropertyP recislon.com ,�ydr I Comments on 142 Boston Street i i A. 310 CMR 15. 02 (7) of the State Environmental Code, Title V states: Building or Plumbing Permits/Subdivision Plans. No building permit, foundation permit, special building permit, or plumbing permit shall be issued until a Sewer Entrance Permit or Disposal Works Construction Permit has first been obtained, unless the Board of Health determines that the existing sewage disposal system is adequate for a proposed alteration or addition to an existing dwelling. CHRONOLOGY B. A Special Permit to build an in-law apartment to be occupied by John R. Riccio was granted by the Board of Appeals on April 27, 1992. C. This office was first contacted by telephone on October 29, 1993 . Checked file - System installed in 1957: 750 Gallon septic tank, Orangeburg pipe and inadequate leaching area. Recommended hiring an engineer. Engineer, Ron Pica, called November 3, 1993 . Set up test for November 5, 1993 . Achieved 15 minute per inch rate not far from current system. E. Plan submitted December 3, 1993. Rejected: a) Breakout not met. b) 25 foot surrounding fill area not met. c) 10 foot distance between trenches not met. Also minimum 6 foot distance mandated by State not met. d) Insufficient leaching area. F. Second site visit and perc test done on November 29, 1993 . Perc rate achieved was 10 minutes per inch. New plan received on December 3, 1993 . Engineer called the office, stated that second plan was invalid because, since he had not surveyed the lot, the system was placed too close to the lot line. System would have to be on opposite side of the property. G. Plan redrawn December 20, 1993, received January 3 , 1994. Rejected January 5, 1994 - a) No tests done in the system so there was a need for yet another site visit - at least for deep holes. At this point the ground was frozen and was deemed too late in the year for the tests. b) Pump specifications missing. c) Variance required for trench spacing. d) Pipe specified not Schedule 40. Spoke to Mr. Pica in spring about tests for this site. He stated he'd left messages for his client but they were not returned. Sometime in May Mr. Riccio left a message for me to call. When I called, I was told he was away until after May 31st. I called June 9, 10, and 13th among others, sometimes leaving messages, sometimes not. We never connected. H. On May 6, 1994 I passed the site on the way to do soil tests further down on Boston Street. I noticed that the addition had been built and knew that it had been done without Health Department approval. I. The existing system does not meet current Title V regulations which, giving the benefit of the doubt to the leaching area, should have a minimum of 177 lineal feet, more to meet North Andover's regulations. It purportedly has 150 lineal feet. In addition the septic tank is only 750 gallons; the minimum according to Title V should be 1000. There are five bedrooms now in this dwelling. The percolation rates achieved on the property were not fast ones, thereby resulting in a need for a larger leaching area. There was evidence of mottles in the soil at approximately 4 feet, indicating ground water at this level. cc: Karen Nelson, Dir. PCD R. Nicetta, Bldg. Insp. BOH members File TOWN OF NORTH ANDOVER HEALTH DEPARTMENT 120 MAIN STREET NORTH ANDOVER, MA 01845 Telefax Transmittal Form J vA16- -421/ /994 Date Addressee: Name• 7T�i� G Firm: Street: %8 ��'GE/ v��✓ �/�GG / �`_ City, State, Zip: AA <A Telefax phone number: From: Town of North Andover cC Health Department 120 Main Street North Andover, MA 01845 Telephone # (508) 682-6483 Ext. 32 Telefax # (508) 682-2996 Total number of pages, including transmittal form If you do not receive all pages, notify sender immediately. Additional Comments: --F0&16Y 57W7 25-1n6 7- 196W7- /old Tp a� 310 C34R: DEPARTMMT OF E:WIRONMENTAL QUALITY ENGINEERING 15.02: continued (2) Disposal Worcs Installer's Permit' 2 No person or firm shall en -- gage to the construction, alteration, installation, or repair of any individual sewage disposal system without first obtaining a Disposal Works Installer's Permit from the Board of Health. Such permits shall expire at the end of the year in which they are issued unless earner revoked for cause by the Board of Health. (3) Septage Handler's-Pesmsi -Norperson:or firar:•shall engage in-the in pumpg or transport of tne contents of any part of an individual sewage disposal system without- first obtaining a Septage Handler's Permit from the Board of Health, in aecm dance with G. L. c. 111., s. 31A. The application for_suchi permit shall state the site of the-dis- posal, and such site and method. of disposal must have been approved by the Department of Environmental Quality Engineering, regardless of the stated volume of material disposed of. at,that site. Such permits shall- be contingent upon compliance with 310' CAR 15.19(1) and shall expire at the and of the year in which they are issued, unless earlier rsvoked for cause. A list of permits issued shall be submined to the appropriate regional office of the Department of Environmental Quality Engineering at the beginning of each calendar year. (4) Application for Disposal Words Construction Permit. An applica- tion for a oasposai works construction permits —be submitted to the Board of Health and must be actazapanied by a plan of the proposed sewage disposal facilities. Such permit shall be invalidated if candi- tions different than those set forth in the application are found prior to or during actual canstruction of the individual sewage disposal` system. In event, a permit so ted shall ire two ears any P � � Y from the data of issue unless construction of thestem of individual sewage disposal is begun before the expiration date or unless this Title has been revised. �E (5) Plan of Sewacre Disposal System. The- submitted plan must show as a mnimumr the Lot m oe served, location and dimensions of the system (including reserve area), design calculations, existing and proposed contours, location and log of deep observation holes, location and results of percalation• tests, location of any streams, surface and subsur;.aca drains and wetlands within 100 feet of the sewage disposal system,. known sources of water supply within 200 feet of the sewage Me system, location of any proposed well to serve the lot, loca- tion of water lines on the property, maximum ground water elevation in the area of the sewage disposal system, and a profile of the system. The plan must be prepared by a Professional Engineer or other pro- fessional authorized by law to prepare such plans. (b) Use. The use of-an individual sewage disposal system shall be in compuance with the tomos of the permit issued therefore and shall not exceed the design capacity of the system. Design capacity shall not be reduced for seasonal use. (n Building or Plumbing Pte mita/Subdivision Plans. No building per- rift. foundation permit, special builiang peraut, or plumbing permit ,lshall be issued until a Sewer Entrance Permit or Disposal Works Can- -=' struction Permit has first been obtained. unless the Board of Health determines that the existing sewage disposal system is adequate for a proposed alteration or addition to an existing dwelling. 2 All systems for the purification or disposal of industrial wastes must be approved by the Department of Environmental Quality. Engineering for any flow, as required by G. L. c. 111, s. 17. Town of North Andover, Massachusetts Form No.2 f MORTM BOARD OF HEALTH 1 _ C F w • -=-= DESIGN APPROVAL FOR SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant 737,>a V/j1 CC ID Test No. Site Location /'i! J[�'6Lf5 )x 7� Reference Plans and Specs. ENGINEER DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BOARD OF HEALTH Fee Site System Permit No. �` Z Town of 120 Main Stree KAREN H.P.NELSON _ (508) 682-6483 Director NORTH ANDOVER BUILDING �aa+c- DMSION OF CONSERVATION PLANNING PLANNING & COMMUNITY DEVELOPMENT November 29 . 1993 David & Margaret Riccio 142 Boston Street North Andover, MA Dear Mr. & Mrs. Riccio: This letter is to inform you that until you have a viable septic connection and until you have received an approved septic design, you are proceeding 100% at your own risk and peril with the construction at 142 Boston Street. You may not receive a Certificate of Occupancy until full approval of the septic system placement from the Board of Health for the proposed addition is on record with this Department. Yours truly, Y ✓Walter Cahill, Ass 't Bulding Inspector WC:gb c/K. Nelson, Dir. Delivered in Hand 11/29/93 Rec'd: c. J . .�P Wm. Campbell, Jr. L8t 11, Boston St. J APPLICATION FOR SEWAGE DISPOSAL INSTALLATION HEALTH DEPART MNT.-NORTH ANDOVER, MASS. I hereby make application for a permit for a sewage disposal installation at Lot Boston 5t. . I will install this system in accordance with all the laws of the Commonwealth of Mlassachusetts and regulations of the Board of Health of the Town of North Andover. Further, I will construct the house senor of bell and spigot pipe, the minimum diameter being 4 inches, and will maintain a minimum grade of 1<s' until 10 feet preceding the septic tank# where the grade shall not exceed 2%. I will install a concrete septic tank of ? 0 a?;,_ in size. A manhole (s) permitting easy cleaning will. be provided with removable cover (s) of iron or concrete within 12 inches of the ground surface. I will provide subsurface disposal field with open jointed bell and spigot Ackron pipe at least 4 inches in diameter and laid in a series of trenches, the bottom of which will provide a minimum of 150 lineal (sem) feet of effective absorption area. The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging in size from 3A to 1-1/2 inches (dia.) and the pipes will be surrounded by similar material to a height of 2 inches above the crown of the pipe. The joints of these pipes will be protected from clogging and before filling the trench, 2 inches of gravel or stone 1/81' to 1/1+11 (dia.) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single the lane will. exceed 100 feet in length and in any case, two lines of tile will be installed. A minimum of 6 feet will be maintained between the center lines of the disposal field trenches and the average depth of trench shall not exceed 36 inches. No part of the in- stallation will be less than 100 feet from any private water supply, 25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line. I further agree not to cover any_-rortion of this installation until annroved by the inspegtion officer, as provided below, and to incorporate any additional requirements that may be attached to the permit. Plot Plans must be submitted with application. c, DATE Gt Signature of Applicant I hereby issue the above permit for the Board of Health of the Town of North Andover, Massachusetts. DATE �,5 2� S gnature of Health Agent I have inspected the uncovered system indicated above and find everything done as described. DATE -Zi , S Signature of Znspeeti.ng Officer Percolation Test Garbage Grinder �., _ --- `��. s, BOARD F HEALTH TOWN OF NORTI AIMOVER.. MASS. 1. NAPM .1 i� 1 ,. �`�: 4111/11, . . . . . . DATE 2. ADDRESS G . /,l, /` G'.S/G':'� . .�.�: Lor NO. /. .1e 9. NO. OF BEDROOM . . DEN YES . . . . . NO.. 4. GARBAGE GRINDER YES . NO.. .� . 5. SHOW DIP;' MIOIS OF HOUSE b. SHM DISTANCES OF HOUSE TO ALL PROPERTY LINES 7, SHOW DI EPSIONS OF LOT g. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL 9. NOTE LOCATION AND DISTANCE OF WELL FROPi smvERAGE SYSTEM 10. SHOW LOCATION CF BROOKSO STREMS, DITCHES, LEDGE OUTCROP, ETC. 11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE Sr Q r 0 rfr %�br��HL ��c�i�.�t• s. NOTE: LOCAL REGULATIONS SHOULD I$ READ CAREFULLY. 1 1 I �._-