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Miscellaneous - 200 BRADFORD STREET 4/30/2018
rS tD l(D ct oil 'C E g 0 p01�J _60, FIEL , 1 � I 08 I m M m N 0- N, i I Ns; W 1 rcb�1.. PuH1' esrr Iwo 0 .A. o.1 ,.B - 2 �,i Y. Gia 200 6 P'A' c> ro 12. r> Z2UMt-Iacy OF (1•IVEt?-f P U i i -P l ,-16-1 --1-1 f= S f vtfl.LOW, A Ilk G D 12E 1eviiG 23.5' 1'7' fblir-fA,4t, art IUH(rAH 31.5 06)6 to. 118.3- 0 D�yr. P'ac 04-( 10. 1-�' 1(,.-40 Wou&4GLc llao 9("00 '710 ® P U i i -P l ,-16-1 --1-1 f= S f vtfl.LOW, A B G D 'Pffc''cui 23.5' 1'7' fblir-fA,4t, 31.5 u.s D1 -q- gooc 73,5 -71' o¢ 77.5' '710 ® 135 13d 13L.5 134' ® 72' ?51 G0w1'7rMUGT10LJ IT J&5 iqn-r -.►IE SEOu-rL6T flM IWAS ►.S K. QgEr6Z 'raAV4 11lem'r. �74►I JIL�AGE PEiEFml4�+'�ED OL&INS IdW A1410 1715COV6 W7 . 2Eh44•;'tQ6t 10 411&11462 Lntoomo I.IAi$d- EL6�lo,�lorJS.. F"'G TEtE AFo¢6�'IbN'f►osJ�� EE/�tJy -,rvlg �� CaRouti►�►lA"['�G yEpepot�t�►.1 co�LP 1.117?" B@ 00T'A�NED. A rlft.D SNsrrvf100 WAS �Juo VIII14 file jA6'fA4dX0Fv, 0641 40) 1 pF 616t+4.'fL1 A&.F-W-r. A 0SC A j0W WA} 1-Wr7E -M 0>1 -a' -r6 1-06 F16L-0, PAISE -Iloc FICA'D, AND IN'n-AL L. A 500 CID,. FUw? Te0IG. ! 'If,Ar `iuF)H6LRA e��LL6 %I-J6'em6 �MG r.. kTAIV- 1 4fVC4 FO1'110, r4tj1 p.db A.-1TA&.RI Eo r istrrb. '110 iS Ay-f5%4l VT' Q& f'1 &eli Z21— PIE "-eT -rjAs k vcvricaV cu�NG,&5,,-►moo& to -f4f, LB+;c.►+ FlIf.b 60.0--riO4. SUBSURFACE DISPOSAL SYSTEM LOCATED IN AS PREPARED FOR LSAIzV-Y . Gut'1-60 DATE: JUICE SCALE: MERRIMACK ENGINEERING SERVICES,, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS ` 6d PARK STREET 0 ANDOVER, MASSACHUSETTS 01810 TEL (617) 473-3533, 373.5721 PORP /. PUtifP .Sf/ALG BE //2 //P SEfd//GE �UAG1P CPA4.BOF PASS/Ac/G / %z" Soo ioS 45 MFG• BY L f/re"ZWLE Y PUAl fPS, 94--RGE,C/ AlY, 4,9 alEW @ //' TON OAe ,4PPieOI/EO EQUAL PU,c1P ,�f!ALL BE /�t/STALGED ,9G'CO,PO/At/� TD .�/Ac6. SPEL;S F REcocfAyE.1/O•vTio,�.cs• 3. H�G�Y st/,4TE.e .OL.9,P.t�1€ �f�lA.f/U,4L OPE.P,4T/rl/6 Sl�/TC.y ,•�L 8E /NSTALGEO /N ACCESS/BLE zacw7/OAc/ /A i/r%9E T11,6r, ELCA16. AL.4.P.N'.Si/.4LG BE ,�K/E,PEO 8Y .4 C/,PL!//T �SE,oE.PATE F�PD.y THE ,�U,NP VVV4EC- ,S ALL /NGETS € Of/TLET.f J"Z4 AF SEALEO lllh"Ye ,e4 wlc W, CE,L/E.1/T ,oac�A� GH,o.NB�.P -4LG BE K/ATE.P 16111. !v. E,yE,PCj E.I/CY STO.eAGE .480!/E IW A,P,{./ a1v = 0,05 /.52G40/ 342 GWG/pvy. Ile �STO.P,46E 3 BoP�(�/ OH/EL e-. (9 //a 6 G PO. SOD la�L Cf1,4�LfBEAf ALA�P� ON EL. PdM� ov �N.INL PUMP OFF /. At.OA110LE )CAe,04e CavEAe RA/SED TO F/N/J'f/ G�PAoE Z'S S4L/O 'Pvc. BL& EDEi #4-9 //Zf/PHEAv�' nary sva�E,�sia� E Q4o PY/rVlp CN.9MB�� E? -- �'� r / I I u 1/ 4V 1--74-70 I I \I' - Real Estate Transactions Real North Shore real estate transactions are published weekly on a space -available basis. The information includes (from left to right) the address of the property; the town; the buyer; the price 0f the property; the date of sale; and the name of the seller. The last two columns are available for homes sold twice within the past nine years. Due to the lapse of time between closings and availability to the public, transactions may be several weeks old. North Shore Community Newspapers is not responsible for errors in reported listings. This copyright information is reprinted with permission from the publisher; Banker and Tradesman, 210 South Street, Boston, N4A 02111. Last last Address Buyer of Sale Sale Seller of Sale Sale of Property Town Properly Price Date Property Date Price 7 Cushing Rd Marblehead Bank One Arizona NA $180,000 09/15/94 Jerald A. Shoer 05/30/86 $230,000 11 Riverside Ave U-208 Danvers Fed Nall Mtg Assoc $96,273 10/13/94 Nancy M. Riley 03/31/89 $85,000 402 Paradise Rd U -PH -M Swampscott Clardan NT $87,000 11/16/94 Henry A. Garfield Tr $0 204 Atlantic Ave Marblehead National Grand Bk $140,000 12/07/94 Morris L. Schopf 05/01/84 $157,500 209 Main St Boxford David R. Worsley $299,900 12/13/94 Dominic G. Ricci $0 19 Garden St Unit 303 Danvers Andrea J. Fosythe $124,000 12/13/94 Robert O. Bachand 07/02/90 $129,900 381 Linebrook Rd Ipswich John Hauenstein $238,050 12/13/94 Susan M. Martel 06/22/90 $205,000 23 Arnold Ter Unit 6A Marblehead First Lake Corp $119,000 12/13/94 Timothyy P. Scanlon 07/30/90 $150,000 81 Wilson Pond Rd Rowley John Rossiter $330,000 12/13/94 David F. Springett $0 545 Main St Boxford Michael Brennan $240,000 12/14/94 Randy Johnson 06/29/90 $225,000 27 High St MarbleheadGary W. Groom $255,000 12/14/94 Theodore J. Perrotti $0 21 Andrews St Danvers Thomas Lantych $165,000 12/15/94 Michael P. McNiff $0 15 Andrews St Danvers Brian F. Duggan $130,000 12/15/94 Thomas Lantych $0 491 Maple St Unit Mufti Danvers Green Barrel RT $360,000 12/15/94 Hathome Office Pk Cor $0 5 Pat Dr Danvers Susan M. Meinerth $210,000 12/15/94 William K. Siegel $0 6 Paulette Dr Danvers Mark T. Raferty $169,900 12/15/94 Edward J. Anthony 08/16/91 $152,500 32 Bay View Rd Marblehead Matthew Stensrud $158,000 12/15/94 Cynthia Reichenbacher 05/19/82 $67,000 37 Green St Marblehead Dana K. Denault $237,367 12/15/94 Powder House Square RT $0 1 Jefferson St Unit 2 Marblehead Stuart Pergament $240,000 12/15/94 Mark R. Oderman 12/29/87 $275,000 5 Lime St Unit 5 Marblehead Timothy A. Bassett $220,000 12/15/94 Ronald Longwell 08/02/93 $210,000 33 Peabody St Middleton Keith Peary $207,000 12115/94 Patricia Ea r $0 185 Abbott St North Andover Brian D. Carr $270,000 12115/94 J Michael Fit son 06/29/90 $235,000 62 Bannon Dr North Andover Deborah A. Visco $252,000 12/15/94 Peter Kilfilea $0 1601 Salem St North Andover W Ralph Knowles $208,000 12/15/94 James F. Youree 10/01/84 $144,900 22 Stacy Dr North Andover Muriel J. Katschker $135,000 12/15194 Melissa 1. Alaimo 06/24/88 $178,000 475 Newburyport Tpke Rowley John W. Deane $148,000 12/15/94 Robert T. Smith $0 2 Archer St Swampscott J&B Archer Trust $55,000 12/15/94 Joyce M. Haas $0 14 Preston Ct Unit 1 Swampscott Richard J. McCabe $565,000 12/15/94 Assoc Preston Beach Lt $0 10 Ross Rd Swampscott Sergei Manevich $275,000 12/15/94 Stanley M. Shuman 07/28/86 $350,000 150 Ipswich Rd Topsfield John F. Backman $224,500 12/15/94 Robert L. Depaolo $0 16 Carriage House Ln Boxford David W. Kanto $391,810 12/16/94 J&CSG Corp $0 83 Thurtow St Georgetown Paula E. Hansen $145,000 12/16/94 Marshall L. Young $0 400 Colonial Dr Unit 11 Ipswich Jacqueline E. Gravell $62,000 12J16/94 John C. Rawcliffe 10/23/87 $112,500 Atlantic Ave Lot MULTI Marblehead Jean Carlson $95,000 12/16/94 Lawrence J. Markell $0 43 Evans Rd Marblehead Eric Keroack $239,000 12116(94 David W. Hanson 05131188 $207,500 10 Orne St Unit 1 Marblehead Lucia Marshall $265,000 12/16/94 Nancy J. Seretta 05/10/88 $300,000 61 Essex St Middleton John J. McCarthy $154,000 12/16/94 Marblehead SB 11/23/82 $68,000 21 Fernview Ave U -FV -9 North Andover Karen M. Mutch $62,900 12/16/94 Federal Nall Mtg Assoc $0 373 Forest Ave Swampscott James H. Wynne $189,000 12/16/94 Charles Picariello Jr $0 1037 Humphrey St Swampscott Joanne Alpern $96,000 12/16/94 Martin S. Bregman $0 8 Shelton Rd Swampscott Marjorie Obrien $185,000 12/16/94 Louise Chudnofsky $0 Averill St Lot 5 Topsfield Maureen Butler $82,500 12/16/94 Gaudet NT $0 27 Lockwood Ln Topsfietd Lee Wayne Nicks $208,500 12.16194 Stephen H. Furlong $0 200 Bradford St Boxford Martina Kalusova $179,500 12/19/94 Lawrence J. Curran $0 16 True Ln Georgetown Kendall Construction $60,000 12/19/94 JB RT $0 24 Rockaway Ave Marblehead Robin L. Berry $246,250 12/19/94 Paul M. Copeland $0 Ferncroft Dr Unit 1407 Middleton Domenic R. Faro $90,000 12/19/94 Euripides Markos $0. 200 Bradford St North Andover Martina Kalusova $179,500 12/19/94 Lawrence Curran $0 Lancaster Rd Lot 41 North Andover AJ Maillett Construct $150,000 12/19/94 Malin Trust $0 149 Lancaster Rd North Andover Elliot M. Katzman $601,660 12/19/94 JA Maillet Constructio $0 120 Osgood St North Andover Osgood Street Trust $255,000 12/19/94 Carmelo A. Forzese $0 • FREE PF .1omm • OVER T • 100% Iv Lowest "re in New Em OSA Todm & I Call Boston's i Loan Con today for easy clog rates... 2 weekl 80a3 BARN Cc Pat Fent GRI, CF Your North Sl Speciali Just a 1-800-41 ,,y, oeck, ocean PZ;e, s, 1/12 bath $900.', GEORGETOWN - Tired of paying! high rents, minutes to Rt. 95,! Call 617-764-5510 just 15 minutes north of: Peabody. 4800 sq.ft., light! TEWKSBURY 3 bed, Main industrial or warehouse space.: St., heat & hot water, 12 ft. ceiling, $3.50/sq. ft. plus: $850/month. Call 10am- triple net about $.50/sq. ft. Pay noon, Mon -Sat., 851-6408. only for your gas heat. 508-352- 8887 weekdays. TOPSFIELD 1 bedroom mod- IPSWICH - RETAIL/OFFICE, ern apartment, in -town, walk to stores, W/D, off- street parking, $650 /month 525 sq.ft., parking, first floor, High St. location„ $400/month. 508-388-6666 includes heat & hot water, available 3/13, Call Kerry Cheever(508)887-9377. looms 103 'or Rent OXFORD in lovely home, xivate bath & all utilities, sear 95. Non-smoker with excellent references. $425h nonth. 508-887-94, Garages/ 1151 Parking For Rent ROWLEY Garage, 22' x 24', electricity, plenty of parking, dead storage or workshop. $350 monthly. 508-777-2344.'] Houses For Rent 118 j GEORGETOWN 8 room, an- tique Cape, deck, yard. $ 108) 352-8344.000 52-8344Shore Realty. LYNN.200 sq ft in Victorian home to share space with frame shop, IPSWICH: Newly decorated 4 1st floor, 1 block from ocean. y Rent includes heat/ electric.bedroom, w/w, cabinet $250 month. 617-595- kitchen, washer. $900 plus 8070Mon-Fri, 12-8pm. utilities. 508-356-3937 OFFICE for Rent 250 Sq.Ft Rental Wanted 133 1st floor office situated in beautiful historic WadsWorth village. $450/month. Includes utilities. Call 508-774-8860 SWICH: furnished private, ROWLEY: Rt. 1 retail mall, phare kitchen & bath, 1200 sq. ft., end unit. High visibility. $1025/month plus )arking, smoke free, $3001 utilities. 508-948-3305 days )er month. 508-356-1861. or 508-887-8681 evenings. WANTED TORE ASAP: 1 or 2 bedroom handicap accessible apt. $400. - $600 range. On the first floor or ramped access. Ipswich or Hamilton area prefered. i Please call 356-9184 anytime. Leave Message. - NEW LISTING. cul-de-sac neigh - like brand-new light and bright on porch, deck, to see. Only $239,900 GEORGETOWN - Quiet side street within walking distance of town is location of this attractive Victorian. Great family room addition, meticu- lously maintained and beautifully decorated. Fenced landscaped yard -A GREAT HOME. $199,900 ou could ask for!! r G tiAiirnn— 7 HAMILTON - Dare to be different!! Sited on a knoll overlooking pastoral TO AN INFOKMtia- v E—Sf ; and how it affects the Date: Wednesday,'.' Time: 7:OOPM Place: Boxford Comr. If you have a septic syste you cannot afford to mis. RSVP: RVA4W Villa: 887-9705 or 352-8666 � Space is limited, Call i Exclusive Affiliate SOTHEBY'S INTERNATIONAL REALTY The Prudential Harbor Realty ND SOUTH HAMPTON- One of a kind! A Currier & Ives setting. 30 foot screened porch overlooking pastoral scene with meandering river. 12 room Manor House provides unique, gra- cious living. $500,000 WEST room C neighbc porch, wonder 0 cn .m � $ U- O $ 4-�p z 0 2 3 e � � � Fj-� � TF -F . . 2 c m ; § | � k � � ■ [ E � . k } o � ■ [ � $ / � . e � 4 k v C c . E . . . � ■ % E c . . k o . 2 . ? . 3 . o � � k < o 2 � 0 E J . k o _ . u \2 . . \ \ 77 171,07' .. ■ ■I T IPE �� e144 .:�P ASr NwT' 0'ofpsE (4�,q 52 If 4 3 I ..r - LcA 4 I 9 G, so I 1'►' ` d I � _ _ 4 I M M Py(, I cri N � N, I I -1t'.o i -71' PuHPTA►>� 77.5. r 1 P&" 1 135 2 4.71 Y. ® D 200 8 6t?, A,D I:oeD `��►-tr1A.f�`! of l VEtz;i'S BUIUD►"G TTS ASr NwT' 0'ofpsE �(�fl<i"I'n�1�Id wEilCl�i'r� ..r - le V�ne, -6.I.I a 9 G, so 23.5' 1'►' A CuNrAt4 q +46 I.) -A 96f, ooz ,� -1 -z' -1t'.o -71' de .. 1 77.5. _710 ® BUIUD►"G TTS eta;. LOt4, A B G D �Pf�i'�►.i 23.5' 1'►' R.IMr"(/�alr. 31.5 ZG.S PK, -71' de .. 1 77.5. _710 ® 135 130' ® 13z.s' 13�' ® 72. 1 -7,51 D,,,,iv10,-4t cal-►-muG71oLl rr IJaS r71�xnJer n s i-qA-r -roFi 15E7'fIG -rAkOt4- OuTL6T fIF6- jWA4 I,SPf' pEEPEV, `NA" -rAC t7*1CIt! I►J?ENT, 404'00AGE QEILk�a.A7ED DifLA1NS W6P.� At.�►o DlscovEP�ED. 2EyNuf1►aG 1► -1 tliraL►G2 C�¢o�IND I.IATce2- � EL6�lA-r'�enlS. F•� .TNF. AFde&�t6�^1T6v�1Ep EE/���' '1'N6 I�AP� �flpuldD k.{t�"±;�P� y6PGf?�i?�.l GoJLP Nt7t pSB 00YAINEP. A r1k1.P SW-rt4P 0.0 Wq5 ►iEl.� 1•11'fFl fN B j Al>lAVA F,, 12641641Z)1 1 �AAsZC� OF GiraAI.TU Aweu-f. A D6G�Id►J 1aa� r1AP� 'Tb QbTt,^f'6 -f4tE FIEW, wA{SE ?F!6 FI�Up, AHo It�`sf'�41.L A soo"%— puwr '1"eNli ! /ANS' gu EP�Bl6 %1-46'(66 t%Hr- al-om o. i ,, rvc, >t Fore, al 6 P4rI P ,%A-6 A -M&C, { l:0 v4f a ro. -6413 At,-f%q l yr Q61'L*cis T►48 poarrotj-AAL, k V¢tTieAL Gyl>NCy�S,I-v.o& To "Iaf, L6A;c,0 F1e�,P WeA-rio4 - SUBSURFACE DISPOSAL SYSTEM LOCATED !N U o2T i4 ob►4 Dv vei e- , t -16,.S . AS PREPARED FOR LSA►2.V-Y. GuIZv-&IJ DATE: JuQ, I41, IA96 SCALE: 1 "% z4-01 MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 66 PARK STREET 0 ANDOVER, MASSACHUSETTS 01810 O TEL (617) 473.3553, 373-3721 • .M PUMP A14OT465 /. PUtifP ,Sf/'4LG BE //2 /-/P $FAc /GE /'U.G1P G',4FA.BLE DF PASS/NG / %Z" SOG 1, S AS MFG• .B y L /dE•PT Y PU,(.fPS 57,PW @ //' TD// O.P APP�POIiED EQU.4G '� PU,NP ,S//,4L[ BE /NST:4GLED ACCO,PD/.(/G TO ,L/FG. SPECS F REcacl.�lE,t/0.4Tio,�cs'- 3. •V'/•4Lz 8E /NSTALLEO /,�/ Ac'C�SS/BLE LoC,4T/O�(/ /�f/oE Th'EDIT/ELc%[/G. ¢..4LA.P.N•SH.4LG B� �K/E,PEO BY.� �'/PLU/T�SEPE.eATE F,Pa,N Tf/E Pp,N.o POl�/E.P. ,S /JLL /NLETS � Df/TLET•f ,s'f/ALL BE SEALED k//h/YO,P.v//L/C "..4LG BE lv. �,G/E,eGE,(/CY STO,eAGE ABOAE 1:41A.P.G/ oit//52G•401 342 G,4L/OAY. <SUFF/C/E.(/T Fob 24f/P �STO.P.4GE �3 BD.P.t�f ly PD /BD,P.N = .3`3 G •�D. C//A�LfBB.P 0 ALA.P.<A ow �•' ,. PdM,- ac/ EL • ' CrrWL) ' s. 3 PaMP oFF 24'JC./. A,/e4At110-1 F,eq�cfE �` CovE•e RA/SED TO F/N/fN G�A�E p.PCE�,4/tet/ Bl6EDEL 4-9 s B�E�se oEry SE/.t/AGE�U.i/.o C�.PA(/EL BASE PUMP CH.9MB�� ET 77(// r NEW ENGLAND ENGINEERING SERVICES INC March 4, 1998 North Andover Board of Health Town Hall Annex 30 School Street North Andover, MA 01845 RE: TITLE V REPORT 200 Bradford Street. Enclosed is a copy of the revised Title V report for 200 Bradford Street, North Andover, MA. The systemap sses our inspection. If there are any questions please call me at my office, 686-1768. Yours truly, 6,7 e Benjamin C. Osgood Jr,E.T. President 33 WALKER RD. - SUITE 22 - NORTH ANDOVER, MA 01845 - (508) 686-1768 AW CO'v IMON%VEALTI-I OF MASSAC14 SETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET. BOSTON. NIA 02109 617-292-550 0 WrILLIA%l F WELD Govcrw: ARGEO PAUL CELLUCCI Lt. Govcmor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 2L%O ��� St rye+ AJ` A"""`�"""" of Owner: Dale of Inspection: Z — Z 8 —y8 (t( different) Name of Inspector: BENJAMIN C. OSGOOD JR. 1 am a DEP approved system inspector pursuant to Section 15.340 of Title S (310 CMR 15.000) Company Name: NEW ENGLAND ENGINEERING SERVICES, INC. Mailing Address: 33 WALKER ROAD, NORTH ANDOVER, MA 01845 Telephone Number: 508-686-1768 TRUDY CORE Sccrcur% DAVID B. STRUHS Commissioner CERTIFICATION STATEMENT cenity that I have personally inspected the sewage disposal system at this address and that the in(ormation reposed below is true. accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems The system: Lasses _ Condrtronalh Passes _ Needs Further Evaluation By the Local Approving Authority Fails Inspector's Signature: ZI Date: 3—,3--e 9 The Svstem !nspector shall submit a copy of this inspection report to the Approving Authoritywithinthirty (30) days of completing this inspection. If the system is a shared system or has a design now of 10.000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the byyer, if applicable. and the approving authority INSPECTION SUMMARY: Check A, B, C, or D: Al SYSTEM PASSES: y< have not iound any information which indicates that the system violates any of the failure crite:.a as dine: -t in 310 CMR 15.303. Any failure criteria not evaluated are indicated belo COMMENTS: G r vs ��- BI SYSTEM CONDITIONALLY PASSES: One or more system components as described in the 'Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Indicate yes, no, or not determined (Y. N. or NO). Describe basis of determination in all instances: If -not determined", explain why not. The Septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of the inspection; or the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or ex(iltntion, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (T -i -d 04/]5/17) p•9. 1 .( 20 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM . PART A CERTIFICATION (continued) Property Address: ; po lt3 (Z+O FO f_o S7: AV , Owner: 'MCG. CLIUVu- Date of Inspection: B) SYSTEM CONDITIONALLY PASSES (continued) Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection it"(with approval of the Board of Health;. Describe observations: broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection i( (wrth approval of the Board of Health) broken pipe(s) are replaces obstruction is removed C) FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which reouire further evaluation by the Board of Health in order to determine if the system.is failing to protect the public health. safety and the environment. t) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or prix -v is within SO feet of a surface water Cesspool or prw- is within SO feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: I The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within SO feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but SO feet or more from a private water supply well. unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than S ppm. Method used to determine distance (approximation not valid). 3) OTHER (r—i—d o4/15/97) f&y• 2 or 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 260 g R A 01=DC-0 Owner: fir, tN� l��sc]�vq Date of Inspection: D) SYSTEM FAILS: You must indicate either -Yes- or "No" as to each of the following: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above outlet inven due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of tries pumped Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation Am• ponion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. I An% porton of a cesspool or privy is within 50 feet of a private water supply well Anv portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable eater quality analysis. If the well has been analyzed to be acceptable. attach copv of well water analysis for cohiorm baagria. volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E] LARGE SYSTEM FAILS: I I You must indicate either -Yes or "No- as to each of the following: The iollowing criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater (Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area - IWPA) or a mapped Zone 11 of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (r.vis.d 04/15/77) P.q. 3 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART 8 CHECKLIST Property Address: Z d o g 9`�- Owner: rrlU( ]�✓tCh K��JSD�9T[ Dale of Inspection: Check if the following have been done: You must indicate either 'Yes- or -No' as to each -of the following: Yes No _ Pumping information was provided by the owner, occupant, or Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as pan of this inspection _ As built plans have been obtained and examined. Note d they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. _ The system does not receive non -sanitary or industrial waste flow. The site was inspected for signs of breakout V _ All system components. excluding the Soil Absorption System, have been located on the site. The septic tank manholq were uncovered, opened. and the interior of the septic tank was in;petted for condition of baffles or tees. material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. / The size and location of the Soil Absorption System on the site has been determined based on: _ The facility owner (and occupants, if different from owners were provided with information on the proper maintenance of / Sub -Surface Disposal System. Existing information_ Ex.(Plan at B.O.H. ✓ _ Determined in the field (if anv of the failure criteria related to Pan C is at issue, approximation of distance is unacceptable) (15.302(3)(b)) i (r•via•d 04/73/17) P.y• 4 of 10 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION -FORM PART C SYSTEM INFORMATION Property Address: ZooPvt2F}-0 M a .ST /kl , F}-;; p� v � ✓L Owner: Date of Inspection: FLOW CONDITIONS RESIDENTIAL: Design flow:_ e.p.dibedroom for S.A.S Number of bedrooms: Number of current residents: Garbage gfir.der (yes or no?:.4/— Laundry connected to system (yes or no): Seasonal use Lyes or no):A) Water meter readings, if available (last two (2) year usage (gpd): Sump Pump (yes or no):A,- Last date of occupancy: �Ay-11 " i COMMERCIAUI NDUSTRIAL: Type of establishment: Design flow: pllons/dav Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (ves or no)_ Non -sanitary waste discharged to the Title 5 system ryes or no)_ Water meter readings, d available Last date of o--cupancN OTHER: (Describe? _ Last date of occupancy. GENERAL INFORMATION PUMPING RECORDS and source of inrmation ' n S stemum r P Ped as pan i inspection: oyes or no)'dzd If yes, volume pumped: Ralloi s Reason for pumping TYPE OF SYSTEM _ Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) VA Technology etc. Copy of up to date contract? Other APPROXIMATE AGE of all components, date installed (if known) and source of information: 02 r ccs Cl, Sewage odors detected when arriving at the site: (yes or no) AZ (r.vi..d 0{/25/37) Pau. 5 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Z,po Owner: Date of Inspection: BUILDING SEWER: (Locate on site plan) t� Depth below grade: Material of construction: cast iron — 40 PVC _ other (explain) Distance from private water supply well or suction Iare. V% _ Diameter N" Comm e is: (condition of joints, venting, evidence of leakage, etc.) 1 tt4� i.n �loa�0 L3rn�i�Jr� 1.^ c -✓Me-/ SEPTIC TANK:_ (locate on site plane .r Depth below grader Material of construci�on: /concrete _metal _Fiberglass _Polyethylene _other(explain) If tank is metal, list age _ Is age confirmed by Certificate of Compliance _ (Yes/No) Dimensions: Ze>vo Sludge depth: ('9 Distance from top of sludge to bottom of outlet tee or baffle: 2 - Scum Scum thickness: Z- / " r Distance from top of scum to top of outlet tee or baffle: 7 Distance from bonom of scum to bonom of outlet tee or baffle: /E ` How dimensions were determined: e,-5 � r i ICY Y s %i c(A Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, stru�tu integrity, evidence of leakage, etc.) �i4ti r, 13 I .v .: y Con r �/�^ nSs� le� Qa e n D•K. e>, -An 7�L is ✓1e�i ;? Lf. C_ I tiJ Cn�C,cSl r��.nr� \✓t. 2t' (O,r'e"�G r�cry f- e, n Ci.Jfr-L& .n h' rel _ <:�-cuc -a GREASE TRAP:_ (locate on site plan] Depth below grade: Material of construction: _concrete _metal _Fiberglass _Polyethylene _other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bonom of scum to bonom of outlet tee or baffle Date of last pumping: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) (r—i—d 04/7S/)7) P.q. 6 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C (} r (SYSTEM INFORMATION (continued) Property Address: Z O o ON-ner: ,-7� v-1, Pik Esc v fft Date of Inspection: TIGHT OR HOLDING TANK: +Tank must be pumped prior to, or at time, of inspection) (locate on site plan) Depth below grade: Material of construction: _concrete _metal _Fiberglass _Polyethylene _other(explain) Dimensions: Capacm : gallons Design f!o�- gallonJda, Alarm level Alarm in working order _ Yes, _ No Date of previous pumping: Comments: (condition of inlet tee. condition of alarm and float switches. etc.) + DISTRIBUTION BOX:_ (locate on site plan) Depth of liquid level above outlet inven:� Comments: + (note ii level and distribution is equal evidence of solids carryo+efevidence of leakage into or out of box, etc.) , + PUMP CHAMBER:_ (locate on site plan) Pumps in working order: (Yes or No)�5 Alarms in working order (Yes or No) Comments: (note condition of pump chamber• con dii ion ofpumpsand appu(p�enances, etc.) +0 -�� r tS 4 fear (r—i..d 0{/25/97) P.Q. 7 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: ,fop g cQ �1, S } /�f . -A-nsDoJeP Owner: Date of Inspection: SOIL ABSORPTION SYSTEM (SAS):_ (locate on site plan, if possible; excavation not required, but may be approximated by non -intrusive methods) If not determined to be present, explain: Type: leaching pits, number:_ leaching chambers. number:_ leaching galleries. number: leaching trenches. number.length: leaching fields, number. dimensions: j overflow cesspool. number: Alternative system: Name of Technology: Comments: (note condition of soil. signs of hydraulic failure, level of ponding, condition of vegetation. etc.) cis - I CESSPOOLS: _ (locate on site plan) Number and configuration. Depth -top of liquid to inlet invert: Drpth,of solids layer: i Depth of scum layer: Dimensions of cesspoo!: Materials of construction: I Indication of groundwater: inflow (cesspool must be pumped as pan of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY- _ (locate on site plan) Materials of construction: Depth of solids: Comments: (note condition of soil. signs of hydraulic failure, level of ponding, condition of vegetation, etc.) (r—i—d 04/25/91) P.q. 8 of 10 D imen s ions: SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: zoo c21r9 tz ! �`� /l/ , 1� ✓Cy .� t/L_ Owner: (YL,,, irt4�: �Ius� Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) n a y 1"u,., &r4L Sc PTic >o G41,. Pvn� i' T4A.; 1i (r—i..d 04/25/971 P.V. 9 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Z00 AgrPrO = ',X) STe-E E i - nJ_ {iNDOOC le Owner: MI-(?.VNA Date of Inspection: I /iL 11SOlJ ISI 2- Depth to Groundwater Feet j—av t s„/-{(a,ce__ Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record Observation of Site (Abutting property observation hole, basement sump etc.) Determine it from local conditions Check .wth !o --a! Board of health Cheri. FEMA Maps Check pumping records Check local excavators, installers _ Use USGS Data Describe in \-our own .words ho%v you established the High Ground—aier Elevation.! (Must be completed) �� ��s;^ ��•3 s1, .�, .vG.f�- Joie �z / ��� 6e1.3 sir ,re Z14:. t Z � � •S. (,-.,5. flo,�zz, S �a u.s I t c_-�, t,,.G.l'U'"-E-�..,��c � w. � ..S < � I i bc,Je� D� �..ei—ntij �res(.,t e Li Ll b" e e ID, 111c tY/` 4-10:4C "C- 1 � re .: o . s � j e 1(.3 V � ,v r Q � � 1--,< i V�7 (r.vi..d 04/75/97) P.9. 10 .( 10 i- /�z d �_�, E1�. � _ -v,r9L v �' �1 �--,,q,�v�' la igig -r !,rrL))n n nn William F. Weld Governor Trudy S. Coxe Secretary, EOEA Thomas B. Powers .sting Commissioner Commonwealth of Massachusetts Executive Office of Environmental Affairs ®apartment of Environmental Protection Metro Boston/Northeast Regional Office Larry Curran 200 Bradford Street North Andover, MA 01845 RE: APPROVAL OF VARIANCE REQUEST Application for BRPWP02 - Title 5 Variance 200 Bradford Street, North Andover DEP Transmittal No. 95096 Dear Mr. Curran: March 13, 1995 The Metropolitan Boston -Northeast Regional- Office of the Department of Environmental Protection has received and reviewed your application for approval of a sanitary sewage variance pursuant to 310 CMR 15.20 with the above transmittal number. The application contained a written notification dated December 2, 1994 stating that the North Andover Board of Health had, on December 1, 1994, granted variance to the provisions of: Section 15.03 (6): Required Depth of Pervious Soil (as it relates to the depth to percolation rates); Section 15.03 (7): Distances (downhill slope); Section 15.15 (1): Use (as it relates to percolation rate); Section 15.15 (3): Groundwater; and Section 15.15 (6): Reserve Area of the State Environmental Code. It is also assumed that variance was also granted to Section 15.15: Figure 1 (Illustration c) (downhill slope distance). The Department once again stresses that the Board of Health should include variance to the appropriate illustration in Title 5 for downhill slope distance whenever granting variance to Section 15.03 (7) for downhill slope distance. 10 Commerce Way • Woburn, Massachusetts 01801 0 FAX(617)932-7615 • Telephone (617) 932-7600 Larry Curran March 13, 1995 Page 2 Accompanying the application were plans consisting of one (1) sheet, title as follows: Title: "Repair" Plan of Sewage Disposal System Location: 200 Bradford Street Municipality: North Andover, MA Applicant: Larry Curran P.E. or R.S.: Thomas G. Carbone, R.S. No. 1010 Date (Last Revision): September 15, 1994 (February 5, 1995) An engineer of the Department has reviewed the plans and the accompanying data and it is the opinion of the Department that the plans are in compliance except for the followng provision of Title 5: Section 15.03 (6): Required Depth of Pervious Soil (as it relates to the depth to percolation rates) [A valve is to be installed downstream of the septic tank so that the septic tank can be converted into a tight tank if necessary.]; Section 15.03 (7): Distances (downhill slope); Section 15.15 (1): Use (as it relates to percolation rate) [A valve is to be installed downstream of the septic tank so that the septic tank can be converted into a tight tank if necessary.]; Section 15.15 (3): Groundwater [Excessive mounding and fill of the system would be required. A valve is to be installed downstream of the septic tank so that the septic tank can be converted into a tight tank if necessary.]; and Section 15.15 (6): Reserve Area [The limited lot size precludes inclusion of a reserve area.] It is the opinion of the Department that the requirements for the granting of a variance as specified at 310 CMR 15.20 have been satisfied. The enforcement of the provision of the Code from which a variance is being sought would do manifest injustice and the applicant has proven to the Department's satisfaction that the same degree of environmental protection required under Title 5 can be achieved without strict application of the subject provision. The Department hereby approves the variances as granted by the Board of Health. As part of its approval of these variances to the provisions of Title 5 of the State Environmental Code, the Department will require that the following conditions be complied with or this approval shall be rendered null and void: • The entire septic system shall be inspected yearly with a report submitted to the local Board of Health. Larry Curran March 13, 1995 Page 3 • The septic tank shall be pumped as needed but a minimum of once per year. • The structure shall not be altered so as to result in an increase in the design flow of the system. • The system is not designed to accommodate a garbage disposal. As a result, a garbage disposal shall be neither installed nor used at the facility. • The Department reserves the right to, and emphasizes the right of the North Andover Board of Health and its agents, to order the applicant to cease discharge to the leaching facilities if there are any indications of failure. Such indications include, but are not limited to breakout and ponding. In the event of failure,the proposed septic tank may be used as a sanitary holding tank. • In the event of failure of the system and conversion of the septic tank to a sanitary holding tank, the applicant shall be required to submit to the Department within 30 days of conversion of the septic tank, an application, under 310 CMR 15.18 Miscellaneous Disposal, for the sanitary holding tank. At that time the Department will also require that the deed of the property be modified to reflect the existence of a sanitary holding tank on the property. • Should public sanitary sewer service be made available to the lot, the dwelling shall connect to the sewer and these deed restrictions can be removed. • The following conditions shall be recorded at the Registry of Deeds: - that no garbage disposal may be installed or used; - that there is no reserve area; - that there exists required operation and maintenance procedures as listed - above; and - - that the number of bedrooms in the dwelling may not be increased. • The applicant shall provide to the Department a copy of the revised deed showing book and page number and as -built plan within 60 days following completion of system construction and final system inspection. It is the opinion of the Department that the requirements for the granting of a variance as specified at 310 CMR 15.20 have been satisfied. The enforcement of the provision of the Code from which a variance is being sought would do manifest injustice and the applicants has proved to the Department's satisfaction that the same degree of environmental protection required under Title 5 can be achieved without strict Larry Curran March 13, 1995 Page 4 application of the subject provision. The Department hereby approves the variances as granted by the Board of Health. It is your responsibility to assure that the approved plans are available at the site during construction. If any additional information is required, please contact Ms. Claire A. Holland of my staff at (617) 932-7743. Ve truly your , Sabin M. Lord, Jr. Regional Engineer for Resource Protection SML/CAH/ch \1995disk2\t5varian\v-095096.app Enclosure cc: . Sandra Starr, Health Administrator, Board of Health, 120 Main Street, North Andover, MA 01854 • Bill Dufresne, Merrimack Engineering Services, 66 Park Street, Andover, MA 01810 • Thomas G. Carbone, R.S., 270 Ferry Road, Haverhill, MA 01835 • Kevin Mahoney, Permit Administrator 200 Bradford Street North Andover Variances 1 - minimum design rate of 660. -- Title V rate of 110 gallons per bedroom used. 2 - Septic tank size 1000 gallons instead of 1500 gallons Title V Variances 1 - Distance to groundwater 3 feet instead of 4 feet 2 - Percolation rate greater than 20 minutes per inch required maximum for leach fields. 3 - Percolation rate greater than 30 minutes per inch. 4 - No reserve area. 5 - Breakout slope requirements not met. It William F. Weld Governor Trudy S. Coxe Secretary, EOEA Thomas B. Powers Acting Commissioner Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of - Environmental Protection Metro Boston/Northeast Regional Office . Larry Curran 200 Bradford Street North Andover, MA 01845 RE: STATEMENT OF TECHNICAL DEFICIENCY Application for BRPWP02 - Title 5 Variance 200 Bradford Street, North Andover DEP Transmittal No. 95096 Dear Mr. Curran: .*a December 16, 1994 The Metropolitan Boston -Northeast Regional Office of the Department of Environmental Protection has received and reviewed your application for approval of a sanitary sewage variance pursuant to 310 CMR 15.20 with the above transmittal number. The application contained a written notification dated December 2, 1994 stating that the North Andover Board of Health had, on December 1, 1994, granted variance to the provisions of: Section 15.03 (6): Required Depth of Pervious Soil (as it relates to the depth to percolation rates); Section 15.03 (7): Distances (downhill slope); Section 15.15 (1): Use (as it relates to percolation rate); Section 15.15 (3): Groundwater; and Section 15.15 (6): Reserve Area of the State Environmental Code. It is also assumed that variance was also granted to Section 15.15: Figure 1 (Illustration c) (downhill slope distance). The Board of Health should include variance to the appropriate illustration in Title 5 for downhill slope distance whenever granting variance to Section 15.03 (7) for downhill slope distance. Accompanying the application were plans consisting of one (1) sheet, title as follows: 10 Commerce Way • Woburn, Massachusetts 01801 • FAX (617) 932-7615 * Telephone (617) 932-7600 T6 Larry Curran Page 2 December 16, 1994 Title: "Repair" Plan of Sewage Disposal System Location: 200 Bradford Street Municipality: North Andover, MA Applicant: Larry Curran P.E. or R.S.: Thomas G. Carbone, R.S. No. 1010 Date: September 15, 1994 An engineer of the Department has reviewed the plans and the accompanying data, and it is the opinion of the Department that the requested variance to Title 5 cannot be approved as submitted for the following reasons: • The source of water supply and/or the water lines for the dwelling are not shown [310 CMR 15.02 (5)]. • The ground elevations at the deep observation hole locations and at the percolation test locations are not specified. • The existing topography for the entire lot is not shown [310 CMR 15.02 (5)]. The Department assumes that the proposed contours are the same as the existing. If this is not the case, the proposed contours should be shown on the plans. • It is inappropriate for a septic tank detail to be shown on the submitted plan. The existing tank is to be utilized. Since invert information is not complete regarding the tank, it is unlikely that the specific details shown in the detail drawing accurately depict the existing tank. The septic tank detail should be removed from the plan. • The plan appears to indicate some sort of structure toward the west side of the proposed system and located approximately 13 feet from the system. The nature of this structure should be specified. Since one of the variances requested is for downhill slope distance, the Department assumes to an extent that this structure is a barrier of some sort. If this structure is an impermeable barrier, detail regarding the materials to be used and the design should be submitted to the Department for review. Any proposed barrier should extend to an elevation at least 4 feet below the bottom -most elevation of the system and at least 2 feet into natural soils. In addition, the clay used for barriers should have a permeability coefficient of at least 10' cm/sec. Clay barriers should be at least 2 feet wide while concrete barriers may be 1 foot wide. Use of only a synthetic fabric material as a barrier is prohibited: a structural unit is also required for support and stability. Larry Curran Page 3 December 16, 1994 • The plans should include installation of a valve on the effluent pipe from the septic tank to the leaching facilities so that, in the event of failure, the proposed septic tank may be used as a sanitary holding tank. In the event of failure of the system and conversion of the septic tank to a sanitary holding tank, the applicant should comply with all applicable regulations and laws regarding the permitting of such systems. • The Department is curious as to whether or not the applicant has investigated the issue of mounding the system so as to achieve the required separation from groundwater. If this matter has been investigated, the reasoning for not including it as part of the design should be explained in fall. If this issue has not been investigated, it should be. The applicant should bear in mind that the Department cannot issue a final decision on this project until such time as the appropriate personnel in Boston have made a determination relative to the hardship request. In the opinion of the Department, the requirements for the granting of variances as specified at 310 CMR 15.20 have not been satisfied based upon the information received to date. The applicant has not proved that the enforcement of the provision(s) of the Code from which a variance is being sought would do manifest injustice and that the same degree of environmental protection required under Title 5 can be achieved without strict application of the subject provision(s). In accordance with 310 CMR 4.00, you have sixty (60) days from the postmarked date of this letter in which to address the listed deficiencies . Within the sixty (60) day time frame, the applicant is advised to allow for the appropriate Board of Health action on the revised submittal since the Department of Environmental Protection's subsequent action may be its final action and, therefore, any further filing in this matter would be considered a NEW application. If the applicant cannot accommodate the schedule of the Board of Health within the sixty (60) day period, or for any other reason requires additional time, the applicant may, by written agreement with this Department, extend this schedule in accordance with 310 CMR 4.04(2)(f). The applicant is also advised that when the Department receives the new information, it will initiate a second technical review, and has an additional thirty (30) days to rule upon the application. Should the application be deemed to be deficient for a second time, the application will be denied. If the applicant elects to proceed on the record as it now stands, this letter constitutes a denial of the variance. Any person aggrieved by the decision of the Department of Environmental Protection may seek relief therefrom within thirty (30) •Y Larry Curran Page 4 December 16, 1994 days in superior court, as provided by the laws of this Commonwealth. The enclosed Supplemental Transmittal Form should be completed and included as a cover sheet with any future submittal to the Department relating to the above matter. You need only correspond to the Northeast Regional Office at the above address. FOUR Doig; of engineering plans are required for Department review. If you have any questions regarding this matter, please contact Ms. Claire A. Holland of my staff at (617) 932-7743. Very truly yours, Sabin M. Lord, Jr. Regional Engineer for Resource Protection SML/CAH/cah \ 1994disk2\t5vmiscd\t5v95096.td1 Enclosure cc: • Sandra Starr, Health Administrator, Board of Health, 120 Main Street, North Andover, MA 01854 • Bill Dufresne, Merrimack Engineering Services, 66 Park Street, Andover, MA 01810 • Thomas G. Carbone, R.S., 270 Ferry Road, Haverhill, MA 01835 • Kevin Mahoney, Permit Administrator -` M2=chusetts Department of Environmental Protectiza Supplemental Transmittal Form (to accompany supplementary material for previously submitted applications) Transmittal Number %SD 9!c (from upper right-hand corner of application's ORIGINAL 3 -part DEP Transmittal form for Permit Application and Payment) Facility Information W ilyn fxAilyAddrets Gily/J_ Teie rant Permit Information 7—Tele 5 Permll Name. Perini/ Galeyory (sere, M'Wer code Gom Lille of oripirla/ applicalion) Type of Submittal ❑ Response to Request for Additional Information (per 310 CMR 4.04(2)(c)) D Response to a Statement of Administrative Deficiency (per 310 CMR 4.04(1)) ❑ Response to a Statement of Technical Deficiency (per 310 CMR 4.04(2)) ❑ Withdrawal of Application ❑ Other (please specify) Application Prepared By Hamm AM= conla� Rev. 1/93 A�Jili7'�on JeleAAonr BOARD OF HEALTH 120 MAIN STREET NORTH ANDOVER, MASS. 01845 Larry Curran 200 Bradford Street North Andover, MA 01845 Dear Mr. Curran: TEL. 682-6483 Ext23 December 2, 1994 This letter is to confirm that on December 1, 1994 the North Andover Board of Health granted the following variances for the proposed repair of the septic system at 200 Bradford Street: North Andover regulations: 1 - 2.14 minimum design rate; from 165 to 110 gallons per bedroom 2 - 9.01 capacities; from 1500 gallon tank to 1000 gallon Title V variances: 1 - 15.15(3) distance to groundwater: 3 feet instead of 4 feet 2 - 15.15(1) percolation rate greater than 20 minutes per inch in a leach field (42 minutes per inch) 3 - 15.03 percolation rate greater than 30 minutes per inch (42 minutes per inch) 4 - 15.15(6) no reserve area. (This is a repair.) 5 - 15.03(7) downhill slope requirements not met. If you have any questions, please do not hesitate to call the Board of Health office at the above number. Sincerely, Sandra Starr, R.S. Health Administrator cc: B. Dufresne G. Perna File BOARD OF HEALTH 120 MAIN STREET NORTH ANDOVER, MASS. 01845 Larry Curran 200 Bradford Street North Andover, MA 01845 Dear Mr. Curran: TEL. 682-6483 Ext23 December 2, 1994 This letter is to confirm that on December 1, 1994 the North Andover Board of Health granted the following variances for the proposed repair of the septic system at 200 Bradford Street: North Andover regulations: 1 - 2.14 minimum design rate; from 165 to 110 gallons per bedroom 2 - 9.01 capacities; from 1500 gallon tank to 1000 gallon Title V variances: 1 - 15.15(3) distance to groundwater: 3 feet instead of 4 feet 2 - 15.15(1) percolation rate greater than 20 minutes per inch in a leach field (42 minutes per inch) 3 - 15.03 percolation rate greater than 30 minutes per inch (42 minutes per inch) 4 - 15.15(6) no reserve area. (This is a repair.) 5 - 15.03(7) downhill slope requirements not met. If you have any questions, please do not hesitate to call the Board of Health office at the above number. Sincerely, Sandra Starr, R.S. Health Administrator cc: B. Dufresne G. Perna File ' BOARD OF HEALTH 120 MAIN STREET NORTH ANDOVER, MASS. 01845 TEL. 682-6483 Ext23 December 2, 1994 Larry Curran 200 Bradford Street North Andover, MA 01845 Dear Mr. Curran: This letter is to confirm that on December 1, 1994 the North Andover Board of Health granted the following variances for the proposed repair of the septic system at 200 Bradford Street: North Andover regulations: 1 - 2.14 minimum design rate; from 165 to 110 gallons per bedroom 2 - 9.01 capacities; from 1500 gallon tank to 1000 gallon Title V variances: 1 - 15.15(3) distance to groundwater: 3 feet instead of 4 feet 2 - 15.15(1) percolation rate greater than 20 minutes per inch in a leach field (42 minutes per inch) 3 - 15.03 percolation rate greater than 30 minutes per inch (42 minutes per inch) 4 - 15.15(6) no reserve area. (This is a repair.) 5 - 15.03(7) downhill slope requirements not met. If you have any questions, please do not hesitate to call the Board of Health office at the above number. Sincerely, r � Sandra Starr, R.S. Health Administrator cc: B. Dufresne G. Perna File BOARD OF HEALTH 120 MAIN STREET NORTH ANDOVER, MASS. 01845 Larry Curran 200 Bradford Street North Andover, MA 01845 Dear Mr. Curran: TEL. 682-6483 Ext23 December 2, 1994 This letter is to confirm that on December 1, 1994 the North Andover Board of Health granted the following variances for the proposed repair of the septic system at 200 Bradford Street: North Andover regulations: 1 - 2.14 minimum design rate; from 165 to 110 gallons per bedroom 2 - 9.01 capacities; from 1500 gallon tank to 1000 gallon Title V variances: 1 - 15.15(3) distance to groundwater: 3 feet instead of 4 feet 2 - 15.15(1) percolation rate greater than 20 minutes per inch in a leach field (42 minutes per inch) 3 - 15.03 percolation rate greater than 30 minutes per inch (42 minutes per inch) 4 - 15.15(6) no reserve area. (This is a repair.) 5 - 15.03(7) downhill slope requirements not met. If you have any questions, please do not hesitate to call the Board of Health office at the above number. Sincerely, Sandra Starr, R.S. Health Administrator cc: B. Dufresne G. Perna File BOARD OF HEALTH 120 MAIN STREET NORTH ANDOVER, MASS. 01845 Larry Curran 200 Bradford Street North Andover, MA 01845 Dear Mr. Curran: TEL. 682-6483 Ext23 December 2, 1994 This letter is to confirm that on December 1, 1994 the North Andover Board of Health granted the following variances for the proposed repair of the septic system at 200 Bradford Street: North Andover regulations: 1 - 2.14 minimum design rate; from 165 to 110 gallons per bedroom 2 - 9.01 capacities; from 1500 gallon tank to 1000 gallon Title V variances: 1 - 15.15(3) distance to groundwater: 3 feet instead of 4 feet 2 - 15.15(1) percolation rate greater than 20 minutes per inch in a leach field (42 minutes per inch) 3 - 15.03 percolation rate greater than 30 minutes per inch (42 minutes per inch) 4 - 15.15(6) no reserve area. (This is a repair.) 5 - 15.03(7) downhill slope requirements not met. If you have any questions, please do not hesitate to call the Board of Health office at the above number. Sincerely, Sandra Starr, R.S. Health Administrator cc: B. Dufresne G. Perna File DATE J,; 9 // lq4- - I Sheet of BOARD OF HEALTH TOWN OF NORTH ANDOVER SUBSURFACE DISPOSAL DESIGN REVIEW FEE PERMIT # DATE RECEIVED APPLICANT �A�2,C' /l/l �/ ASSESSOR'S MAP ADDRESS �,(?j/�,c�j/j% PARCEL # ENGINEERi� ADDRESS LOT # — STREET PLAN DATE � 11,5- / 9 j- REVISION DATE CONDITIONS OF APPROVAL: -�5 87E Gc,} APPROVED DISAPPROVED 1900 EN1>6 ©r s11-66ffo 0 4 PLAN REVIEW CHECKLIST ADDRESSENGINEER GENERAL 3 COPIES � STAMP C/ LOCUS NORTH ARROW SCALE CONTOURS PROFILE SECTION BENCHMARK SOIL & PERC INFO ELEVATIONS WETS. DISCLAIMER WELLS & WETLANDS WATERSHED? DRIVEWAY (Eley) WATER LINE FDN DRAIN SCH40 TESTS CURRENT? SEPTIC TANK MIN 1500G�OV .17 INVERT DROP GARB. GRINDER A(+200% EDF) 25' TO CELLAR MANHOLE TO GRADE ELEV GW D -BOX SIZE # LINES FIRST 2' LEVEL STATEMENT INLET - OUTLET 9G .D = -/7 (2" OR .17 FT) TEE REQ' D? LEACHING MIN 660 GPD?Z RESERVE AREA 4' FROM PRIMARY? /2% SLOPE_ 100' TO WETLANDS 100' TO WELLS 4' TO S.H.GW ✓ 35' TO FND & INTRCPTR DRAINS v/ 325' TO SURFACE H2O SUPP 4' PERM. SOIL BELOW FACILITY MIN 12" COVER/FILL? (25' if above natural elev; 101if below) BREAKOUT MET?111D TRENCHES MIN 660 gpd SLOPE (min .005 or 6"/100') >31COVER?-VENT SIDEWALL DIST. 2.X EFF. W OR D (MIN 61) IS RESERVE BETWEEN TRENCHES? IN FILL? MUST BE 10' MIN. 411 -PEA STONE? BOT X LDNG + SIDE X LDNG = TOT (L x W x #) (G/ft2) (DxLx2x#) (G/ft2) Copyright © 1993 by S.L. Stan v 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) 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?—z 4" PEA STONE? DIST LINE SLOPE .005? ✓, >31COVER-VENT SCH 40 �MIN 12" COVER RATE LDG !;/v 14 7 X -6 — D Z> = TOTAL 2 otb/ ft2/G REQ'D (ft2) LXW 7-V asa aao✓ DOSING TANKS AND PUMPS DIMENSIONS X X = PUMP CAPACITY Spm L W D Vol. DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME Spm MANHOLES TO GRADE ALARM SEP. CIRC. GW (Min. 1' below inlet) HWL LWL CHECK VALVE BLEEDER HOLE MANUAL OP. SWITCH Copyright 0 1993 by S.L. Starr PLAN REVIEW CHECKLIST ADDRESS p`�DD �iPi�%)GD.� ENGINEER GENERAL 3 COPIES STAMPY LOCUS NORTH ARROW SCALE CONTOURS PROFILE SECTIONy BENCHMARK SOIL & PERC INFO ELEVATIONS_ nISCLAIMER WELLS & 4 WETLANDS WATERSHED? WATER LINE FDN DRAIN SCH40 Co Aj_ SEPTIC TANK b MIN �..)P .17 INVERT 25' TO CELLAR MAN D -BOX SIZE INLET LEACHING n - OUTLET = l- (+200% EDF) GW STATEMENT TEE REQ'D? MIN 660 GPD? RESERVE AREA 4' FROM PRIMARY? 2% SLOPE 100' TO WETLANDS 100' TO WELLS 4' TO S.H.GW 35' TO FND & INTRCPTR DRAINS 325' TO SURFACE H2O SUPP 4' PERM. SOIL BELOW FACILITY MIN 12" COVER FILL? (25' if above natural elev; 101if below) BREAKOUT MET? TRENCHES MIN 660 gpd SLOPE (min .005 or 6"/1001) >3'COVER?-VENT SIDEWALL DIST. 2.X EFF. W OR D (MIN 6') IS RESERVE BETWEEN TRENCHES? IN FILL? MUST BE 10' MIN. 411 PEA STONE? BOT X LDNG + SIDE X LDNG = TOT (L x W x #) (G/ft2) (DxLx2x#) (G/ft2) Copyright O 1993 by S.L. Starr D -BOX SIZE # LINES INLET - OUTLET = LEACHING FIRST 2' LEVEL STATEMENT (2" OR .17 FT) TEE REQ'D? MIN 660 GPD? RESERVE AREA 4' FROM PRIMARY? 2% SLOPE 100' TO WETLANDS 100' TO WELLS 4' TO S.H.GW 35' TO FND & INTRCPTR DRAINS 325' TO SURFACE H2O SUPP 4' PERM. SOIL BELOW FACILITY MIN 12" COVER FILL? (25' if above natural elev; 101if below) BREAKOUT MET? TRENCHES MIN 660 gpd SLOPE (min .005 or 6"/1001) >31COVER?-VENT SIDEWALL DIST. 2X EFF. W OR D (MIN 61) IS RESERVE BETWEEN TRENCHES? IN FILL? MUST BE 10' MIN. 4""PEA STONE? BOT X LDNG + SIDE X LDNG = TOT (L x W x #) (G/ft2) (DxLx2x#) (G/ft2) Copyright O 1993 by S.L. Start PLAN REVIEW CHECKLIST ADDRESS p`QQ �iP%�p,� ENGINEER GENERAL `� 3 COPIES STAMPY LOCUS NORTH ARROW SCALE CONTOURS PROFILE V SECTION C BENCHMARK SOIL & PERC INFO ELEVATIONS WETS. DISCLAIMER WELLS & WETLANDS WATERSHED? DRIVEWAY (Eley) WATER LINE FDN DRAIN SCH40 TESTS CURRENT? L,� SEPTIC TANK MIN-175=iG� .17 INVERT DROP GARB. GRINDER (+200% EDF) 25' TO CELLAR MANHOLE TO GRADE ELEV GW D -BOX SIZE # LINES INLET - OUTLET = LEACHING FIRST 2' LEVEL STATEMENT (2" OR .17 FT) TEE REQ'D? MIN 660 GPD? RESERVE AREA 4' FROM PRIMARY? 2% SLOPE 100' TO WETLANDS 100' TO WELLS 4' TO S.H.GW 35' TO FND & INTRCPTR DRAINS 325' TO SURFACE H2O SUPP 4' PERM. SOIL BELOW FACILITY MIN 12" COVER FILL? (25' if above natural elev; 101if below) BREAKOUT MET? TRENCHES MIN 660 gpd SLOPE (min .005 or 6"/1001) >31COVER?-VENT SIDEWALL DIST. 2X EFF. W OR D (MIN 61) IS RESERVE BETWEEN TRENCHES? IN FILL? MUST BE 10' MIN. 4""PEA STONE? BOT X LDNG + SIDE X LDNG = TOT (L x W x #) (G/ft2) (DxLx2x#) (G/ft2) Copyright O 1993 by S.L. Start C Z o 51A) 6 AZA 0/ /-boa - � ?f -79ge ll�� CO GC 6�� � _- --- ---___--�_ p- - - _ -- - - -- e _ ----�----�---------------�-�,�-orf-- �.59i�.. ____ � � f APPLICATION FOR SEWAGE DISPOSAL INSTALLATION HEALTH DEPARTMENT - NORTH ANDOVER, MASS. hereby MIA applic tion for a permit for a sewage disposal installation at C Zt . I will install this system in ac- cordance with all the 1 ws of the Commonwealth of Massachusetts and regulations of the Board of Health of the Town of North Andover. Further, I will construct the house sewer of bell and spigot pipe, the minimum diameter being 4 inches, and will maintain a minimum grade of 1/ until 10 feet pre- ceding the septic tank, where the grade shall not exceed 2/. I will install a con- crete septic tank of / in size. A manhole (s) permitting easy cleaning will be provided with removable cover (s) of iron or concrete within 12 inches of the ground surface. I will provide subsurface disposal field with 4 inch perforated or open jointed pipe and laid in a series of trenches, the bottom of which will pro- vide a minimum ofy a D lineal (square) feet of effective absorption area. The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging in size from 3/4 to 1-1/2 inches (dia.) and the pipes will be surrounded by similar material to a height of 2 inches above the crown of the pipe. The joints of these pipes will be protected from clogging and before filling the trench, 2 inches of gravel or stone 1/8" to 1/4" (dia.) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single tile line will exceed 100 feet in length and in any case, two lines of tile will be installed. A minimum of 6 feet will be maintained between the center lines of the disposal field trenches and the average depth of trench shall not exceed 36 inches. No part of the installation will be less than 100 feet from any private water supply, 25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line. I further agree not to cover any portion of this installation until approved by the inspection officer, as provided below, and to incorporate any additional requirements that may be attached to the permit. Plot Plans must be submitted with application. DATE Z - �- — _7 / I hereby issue the above permit for Andover, Massachusetts. DATE 7- -r - -7 / ignature o//f_/Applicant 'rhe Board of Health of the Town of North Signature of Health Agent I have inspected the uncovered system indicated above and find everything done as describe . DATE j - 7 Percolation Test�� F ' Garbage Grinder BOARD OF HEALTH TOWN OF NORTH ANDOVER, MASS. t o oc� GQ-/ Se-PvC "m wt iot rt 0 �I 1. NAME__ 76 410 d CSO R P, DATE 3 2. ADDRESS Lp %E .8R4 b fd k j) S 7T, LOT NO. a TEL. 3. NO. OF BEDROOMS DEN YES NO L— 4. GARBAGE GRINDER YES NO 5. SHOW DIMENSIONS OF HOUSE 6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES G--- 7. SHOW DIMENSIONS OF LOT �-- 8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL L_ 9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM IV* A./ e. 10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC. & Ox/ e 11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE L ---- NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY. BOARD OF HEALTH OF NORTH ANDOVER, MASSACHUSETTS SEWAGE DISPOSAL DATE p1A /71 NAME OF APPLICANT Raran rnrnnratinn LOCATION T,nt ,.4$ Rra cif 0j%d gt _ Address of lot no. BUILDING: Dwelling Other SYSTEM: New X Repair GENERAL DESCRIPTION OF LAND high SUBSOIL: Clay Gravel Sand clay PERCOLATION TEST 121 minutes per inch. MINIMUM INSTALLATION RECOMMENDATIONS CONCRETE SEPTIC TANK 1.000 gallon capacity. LEACH FIELD 200 lineal feet of drain pipe. 4illiam J. D4AC011, Engineer Board of Healti NMI" Town of North Andover, Massachusetts Form No. 3 pQRT►1 BOARD OF HEALTH Qt t�eo 3? + p Q 19 L DISPOSAL WORKS CONSTRUCTION PERMIT SACHUS Applicant Site Location =—)-= EA� s�j�'n--� -�–�n o a IJ Permission is hereby granted to Construct ( ) or Repair W an Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No. P Fee 0 CHAIRMAN, 80A)R'D OF HEALTH D.W.C. No. 23 3 William F. Weld Governor Trudy S. Coxe Secretary. EOEA Thomas B. Powers Acting Commissioner Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Metro Boston/Northeast Regional Office Larry Curran 200 Bradford Street North Andover, MA 01845 RE: APPROVAL OF VARIANCE REQUEST Application for BRPWP02 - Title 5 Variance 200 Bradford Street, North Andover DEP Transmittal No. 95096 Dear Mr. Curran: March 13, 1995 The Metropolitan Boston -Northeast Regional Office of the Department of Environmental Protection has received and reviewed your application for approval of a sanitary sewage variance pursuant to 310 CMR 15.20 with the above transmittal number. The application contained a written notification dated December 2, 1994 stating that the North Andover Board of Health had, on December 1, 1994, granted variance to the provisions of: Section 15.03 (6): Required Depth of Pervious Soil (as it relates to the depth to percolation rates); Section 15.03 (7): Distances (downhill slope); Section 15.15 (1): Use (as it relates to percolation rate); Section 15.15 (3): Groundwater; and Section 15.15 (6): Reserve Area of the State Environmental Code. It is also assumed that variance was also granted to Section 15.15: Figure 1 (Illustration c) (downhill slope distance). The Department once again stresses that the Board of Health should include variance to the appropriate illustration in Title 5 for downhill slope distance whenever granting variance to Section 15.03 (7) for downhill slope distance. 10 Commerce Way • Woburn, Massachusetts 01801 0 FAX (617) 932-7615 • Telephone (617) 932-7600 Larry Curran March 13, 1995 Page 2 Accompanying the application were plans consisting of one (1) sheet, title as follows: Title: "Repair" Plan of Sewage Disposal System Location: 200 Bradford Street Municipality: North Andover, MA Applicant: Larry Curran P.E. or R.S.: Thomas G. Carbone, R.S. No. 1010 Date (Last Revision): September 15, 1994 (February 5, 1995) An engineer of the Department has reviewed the plans and the accompanying data and it is the opinion of the Department that the plans are in compliance except for the fol? f�": ng provision of Title 5: Section 15.03 (6): Required Depth of Pervious Soil (as it relates to the depth to percolation rates) [A valve is to be installed downstream of the septic tank so that the septic tank can be converted into a tight tank if necessary.]; Section 15.03 (7): Distances (downhill slope); Section 15.15 (1): Use (as it relates to percolation rate) [A valve is to be installed downstream of the septic tank so that the septic tank can be converted into a tight tank if necessary.]; Section 15.15 (3): Groundwater [Excessive mounding and fill of the system would be required. A valve is to be installed downstream of the septic tank so that the septic tank can be converted into a tight tank if necessary.]; and Section 15.15 (6): Reserve Area [The limited lot size precludes inclusion of a reserve area.] It is the opinion of the Department that the requirements for the granting of a variance as specified at 310 CMR 15.20 have been satisfied. The enforcement of the provision of the Code from which a variance is being sought would do manifest injustice and the applicant has proven to the Department's satisfaction that the same degree of environmental protection required under Title 5 can be achieved without strict application of the subject provision. The Department hereby approves the variances as granted by the Board of Health. As part of its approval of these variances to the provisions of Title 5 of the State Environmental Code, the Department will require that the following conditions be complied with or this approval shall be rendered null and void: • The entire septic system shall be inspected yearly with a report submitted to the local Board of Health. I A Larry Curran March 13, 1995 Page 3 • The septic tank shall be pumped as needed but a minimum of once per year. • The structure shall not be altered so as to result in an increase in the design flow of the system. • The system is not designed to accommodate a garbage disposal. As a result, a garbage disposal shall be neither installed nor used at the facility. • The Department reserves the right to, and emphasizes the right of the North Andover Board of Health and its agents, to order the applicant to cease discharge to the leaching facilities if there are any indications of failure. Such indications include, but are not limited to breakout and ponding. In the event of failure,the proposed septic tank may be used as a sanitary holding tank. • In the event of failure of the system and conversion of the septic tank to a sanitary holding tank, the applicant shall be required to submit to the Department within 30 days of conversion of the septic tank, an application, under 310 CMR 15.18 Miscellaneous Disposal, for the sanitary holding tank. At that time the Department will also require that the deed of the property be modified to reflect the existence of a sanitary holding tank on the property. • Should public sanitary sewer service be made available to the lot, the dwelling shall connect to the sewer and these deed restrictions can be removed. • The following conditions shall be recorded at the Registry of Deeds: - that no garbage disposal may be installed or used; - that there is no reserve area; - that there exists required operation and maintenance procedures as listed above; and - that the number of bedrooms in the dwelling may not be increased. • The applicant shall provide to the Department a copy of the revised deed showing book and page number and as -built plan within 60 days following completion of system construction and final system inspection. It is the opinion of the Department that the requirements for the granting of a variance as specified at 310 CMR 15.20 have been satisfied. The enforcement of the provision of the Code from which a variance is being sought would do manifest injustice and the applicants has proved to the Department's satisfaction that the same degree of environmental protection required under Title 5 can be achieved without strict Larry Curran March 13, 1995 Page 4 application of the subject provision. The Department hereby approves the variances as granted by the Board of Health. It is your responsibility to assure that the approved plans are available at the site during construction. If any additional information is required, please contact Ms. Claire A Holland of my staff at (617) 932-7743. Ve truly your , Sabin M. Lord, Jr. Regional Engineer for Resource Protection SML/CAH/ch \1995disk2\t5varian\v-095096.app Enclosure cc: • Sandra Starr, Health Administrator, Board of Health, 120 Main Street, North Andover, MA 01854 • Bill Dufresne, Merrimack Engineering Services, 66 Park Street, Andover, MA 01810 • Thomas G. Carbone, R.S., 270 Ferry Road, Haverhill, MA 01835 • Kevin Mahoney, Permit Administrator FORM - SYSTEM PL11Pr\G RECORD Commonwealth of Massachusetts , Massachusetts System Pumping Record •stem Owner ystem Location aao �rcu"�� � Date of Pumping: �-- g J� Quantity Pumped: 111 gallons Cesspool: No 5�- Yes ❑ Septic Tank: No ❑ Yes ED ;�;�7 System Pumped by: Yl _ License #: Contents transferred to: A L^ S Date Inspector e .:r s. .1+�1n�E��%��4'•tyai��l�vj}j�'t�rlrclJ.1� n,N)i�1 ti•,: ��• � ? '. ��11 (...)tiff � xF , t•.u, A' 7 ' r 'i r .. •r; :.�f,.•.�'���.Il�.�.i;.�l i�(,y f,fi,, 4����i i�'�,'�I:YI' {'Cttl,.r�i'f'���+'.': ;('.n �: � )' ��'�'�a+ . W ' � �,i'!�r'1,��:f'r17�'�!'''.t'r'.li'•ri'�: r�l'�:,?d: .. � , IFtr'''a' !.`:S dry.y'l:v'+." ;'�!,i',Ii•IT .O. .�O.Rr .A P.UM'P I.N.G. SCO RD SY,STCM LOC'hT�Or, •j.J. (: ,. f11 r'i'•ii+.: j•;i •;._ !, �_i; .. 'rl• .. t' ✓ .., Iii lir itt, �Yilr.'i t.+1111rj1 I t' � � 'I,:?rr � � r'►.. 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