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Miscellaneous - 22 BANNAN DRIVE 4/30/2018 (2)
r W 7 1 i North Andover Board of Assessors Public Access Page 1 of 1 Parcel ID: 210/038.0-0003-0000.0 Community: North Andover SKETCH Click on Sketch to Enlarge ' 1 1 �f Pi % Aval flablgm Location: 22 BANNAN DRIVE Owner Name: EGAN, MICHAEL P NANCY E EGAN Owner Address: 22 BANNAN DRIVE City: NORTH ANDOVER State: MA ZIP: 01845 Neighborhood: 6 - 6 Land Area: 0.69 acres Use Code: 101- SNGL-FAM-RES Total Finished Area: 2364 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 479,700 447,900 Building Value: 283,800 266,600 Land Value: 195,900 181,300 Market Land Value: 195,900 Chapter Land Value: LATEST SALE Sale Price: 255,000 Sale Date: 01/11/1996 Arms Length Sale Code: Y -YES -VALID Grantor: LERCH, WILLIAM Cert Doc: Book: 04418 Page: 0087 http://csc-ma.us/NandoverPubAcc/jsp/Home.jsp?Page=3&Linkld=803298 6/5/2006 M 00 N N � O ooxce0 o Qj cc J f0 N N 07 W N -bw d am - a m 0 N c O 0 a SMwUS O 00 00 rnM y L y O O U -6-6 c c C7 J J Y Y 7 22 0 0 R O i O O O M Z 1) 00 O_ ZM C ~ Q W 0 J J AlbL �O 0rn LLO 00 LL00 (D Z z Z cv f0 L Q N N p.. LL0 Zrro N NM Q V C J o "a pL 0 -mm r mU) 00 Z 1- 0) p � Uo W p Q m V a tt p p c `o F- 0 O m I �aa Z y� U 00 0 O O CD li r 00 Z r N r N is co a0+ Qa)�i N(-) ry t.fLev �6'6'YO t exwegwwtw PUBLIC HEALTH DEPARTMENT Community Development Division CE127IEICA7E OAF CO911�1'LIAgVCrE As of: October 17, 2006, qI is is to cert that thea individuaCsubsurface disposaCsystem received a: �F'uCCSeptic System Repair By: Joseph R. (BurCcly) `Watson At: 22 Bannan Drive North Andover, WA 01845 The Issuance of this certificate shaCC not 6e construed as a guarantee that the system wiff function satisfactoriCy. r Susdn T Sawyer, JW—h 1t 6Cic AeaCth Director 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 918.688.9540 Fax 918.688.8416 Web www.townofnorthandover.com v ttbsv ,6' ryO\ t � C. C 214 C0",AC aw.s�,�Arep PUBLIC HEALTH DEPARTMENT fommunity Development Division CYF127IrFICATCF OAF CO_%I(DLIANM As of: October 17 2006 r1his is to cert that the. individuaCsu6surface disposaCsystem received a: rFuCCSeptic System Repair By: YosepFi R. (Buddy) Watson At: 22 Bannan lOfive North Andover, W,4 01845 'The Issuance of this certificate shall not 6e construed as a guarantee that the system will function satisfactorily. Susdn 7 Sawyer, Pu6licYfealth Director 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 918.688.9540 Fax 918.688.8416 Web www.townofnorthandover.com 1 p ��a.n �°• yp ��SSACIlUSEt PUBLIC HEALTH DEPARTMENT Community Development Division TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM — INSTALLATION CERTIFICATION RECEIVED OCT 17 2006 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT The undersigned hereby certify that the Sewage Disposal System ( ) constructed; (,4"repaired; By: �u r2Di F, j e,[AT c:2 j (Print Name) Located at: -?-' � r u6 (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan, originally dated —44(2 ' 4- ,`'l rC& and last revised on with a design flow of `�f"'-T (2_ gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310. CMR 15.000, Title 5 and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As -built which has been submitted to the Board of Health. Bottom of Bed Inspection Date: I- I I -C& And - Print Name Final Construction Inspection Date: -I- 15; -0(1111 PILL, �121:Sr�C And - Print Name �N OF Mgss`� p� VLADIMIR L. yG NEMCHENOK IL - �FGtSTE��� �sS�ONAL Engineer Representative (Signature) Engineer Representative (Signature) Date: �' d And - Print Name Date: /0 /i Zev And - Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com OTs: ; Tra is PI,,�.�.1 Gcr�n c tam-Ro,;! i di 007 a i%j65uc4w_9 011^1_ SYSTEM , tT i s A e t.0 oa rr4& La�rb� A N0 5I g V^rnoil O¢ ?ti.l f ar�'n i,�ei tiY'ytt�rf e e. Ld� r 5;epr } h Lg'Ae4+ rr9LO w/ L o F i LTko,,-n�I& 4HA"1;- 67,4 TA t -j o th X� 77\7 f xt Hrgrf q�.a B4i:tn'�Ge � 22. 3� Gerac, i / f�f / t I { pizi VE A S BU1 LT PLAN DISPOSALSYSTEM! SUBSURFACE LOCATED IN a TQ C? 67V a te. 1 -et, 2, i A& PREPARED FOR �•�N OF Mqs /� VI.ADIh9iR L. yG DATE : (B� �.+ �f 'TP �P. aj NEWICHENOK mi SCALE: "t e4a 1% d'98 jAVI �r _ SS�ONAL EN t, • c") 0 KZ mo ZO qm o o o z• STI C m v X MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 66 PARK STREET 0 ANDOVER, MASSACHUSETTS 01110 Q TEL (617) 475-3555, 373.5721 li— 010'1 �10RTN D i s gti0 %? O A+ ��/-O COCMICXIWKII y7` p0RATED SSACHUS� PUBLIC HEALTH DEPARTMENT Community Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 22 Bannan Street MAP:38 LOT: 3 INSTALLER: Buddy Watson DESIGNER: Merrimack Engineering Services PLAN DATE: 4-14-06 BOH APPROVAL DATE ON PLAN: 6/6/06 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 9/25/06 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS Comments: SEPTIC TANK ® Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ® 1500 gallon tank has been installed H-10 loading Monolithic construction ® Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ® Inlet tee installed, centered under access port ® Outlet tee (gas baffle or effluent filter) installed, centered under access port 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 fox 978.688.8476 Web www.townofoorthandover.com O t A PUBLIC HEALTH DEPARTMENT Community Development Division ® 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ® Hydraulic cement around inlet & outlet Comments: DISTRIBUTION -BOX Installed on stable stone base ❑ Inlet tee (if pumped or >0.08'/foot) E Hydraulic cement around inlet & outlets ❑ Observed even distribution ❑ Speed levelers provided (not required) Comments: 2 laterals not receiving flow. Requested adjustment or flow equalizers. 9/25/06. SOIL ABSORPTION SYSTEM (General) ❑ Bottom of SAS excavated down to 6 in into C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan ® 40 Mil HDPE barrier installed ❑ Retaining wall (boulder / concrete / timber/ block) ❑ Final cover as per plan Comments: SOIL ABSORPTION SYSTEM (Gravel -less Chambers) ® Brand and Model of Chamber Infiltrator Quick 4 ® Number of chambers per row 7 ® Number of rows (trenches) 6 ❑ Laterals installed and ends connected to header (and. vented if impervious material above) ❑ Elevations of laterals and chambers installed as on approved plan Comments: 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 fax 978.688.8476 Web www.lownofnorthandover.com NORT11 qw. O AS1•eO 06* - 6 OL *i O to 09 c«.ucmK . 4 4 04ATeo " ' C) SSACHUS� PUBLIC HEALTH DEPARTMENT (ommunity Development Division SYSTEM ELEVATIONS 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com INVERT INFIELD PLAN INVERT ELEV. Benchmark 100 Building Sewer OUT 96.99 97.0 Septic Tank IN 96.81 96.75 Septic Tank OUT 96.59 96.50 Distribution Box IN 95.63 95.57 Distribution Box OUT 95.46 95.40 Lateral INV 95.38 95.37 Lateral 1 TOP 95.56 95.70 Lateral 2 INV Lateral 2 TOP Lateral 3 INV Lateral 3 TOP Lateral 4 INV Lateral 4 TOP 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com ' Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com O' �t�so 's 'N O o � T � COCMKINwKw y1 T �9SSACHUS���� 04 PUBLIC HEALTH DEPARTMENT (ommunity Development Division CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank SAS Sewer ❑ Property line 10 10 -- ® Cellar wall 10 20 -- ❑ Inground pool 10 20 -- ❑ Slab foundation 10 10 -- ❑ Deck, on footings, etc 5 10 -- ❑ Waterline 10 10 10' ❑ Private drinking well 75 1001 50 ❑ Irrigation well 75 100 ❑ Surface Water 25. 50 ❑ Bordering Vegetated Wetland , Salt Marsh, Inland / Coastal Banka 75 100 ❑ Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ❑ Trib. to surface water supply 325 325 ❑ Public well 400 400 ❑ Interim Wellhead Prot. Area ❑ Reservoirs 400 400 ❑ Drains (wat. supply/trib.) 50 100 ❑ Drains (intercept g.w.) 25 50 ❑ Drains (Other) Foundation 10 (5) 20 (10) ❑ Drywells 20 25 ' Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com -Block -Lot Commonwealth of Massachusetts Map 038.0- 0003 - Board of Health ----------------------- Permit No North Andover BHP -2006-0239 ----------------------- •.,n •A.. FEE $SACNUS�t F.1. $250.00 Disposal Works Construction Permit Permission is hereby granted JOSEPH R. -------------W-ATSON --------------------------------------------------------------------------------------- to (Repair) an Individual Sewage Disposal System. at No 22 BANNAN DRIVE ------------------------------------------- ----------------------------- as shown on the application for Disposal Works Construction Permit No. 13HP-20067023 Dated g , . P, 2006 Issued On: Aug -09-2006 ------------------- --- Board of Health Commonwealth of Massachusetts Map -Block -Lot 038.0- 0003- Board of Health -------------- -------- North Andover ,4 WUSt{� Certificate of Compliance THIS IS TO CERTIFY,That the Individual Sewage Disposal System (Repair) by JOSEPH R. WATSON -------------------------------------------------------------------------------------------------------- Installer at No 22 BANNAN DRIVE -------------------------------------------------------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of the State Environmental Code as described in the application for Disposal Works Construction Permit No. BHP -2006-023 Dated August 09, 2006 --------------------------------------- --------------------------------------------------------------- rmted On: Aug -09-2006 - ----------------------- --------------------- --- Board of Health Town of North An over Health Department Date: Location: (Indicate A�dres-s, if Res-i-dAtial, or Name of Business) Check #: � � �,'/o Type of Permit or License: (Circle) );� Animal $ > Dumpster $ > Food Service - Type. $ > Funeral Directors $ > Massage Establishment $ > Massage Practice $ > Offal (Septic) Hauler $ > Recreational Camp $ > SEPTIC PERMITS: Ll Septic - Soil Testing $ L) Septic - Design Approval $ Ul.- �Stic Disposal Works Construction, (DWQ $—A11—V. Ll Septic Disposal Works Installers (DWI) $— > Sun tanning $ > Swimming Pool $ > Tobacco $ > Tras4lSolid Waste Hauler > Well Construction $ > OTHER: (Indicate) Health Agent Initials i 7L'O White - Applicant Yellow - Health Pink - Treasurer i tORT1/ ,. ,,,, ,,,, Application for Septic Disposal System � 9 0 •`''' 1 `' o°� TODAY'S DATE 9Construction Permit — TOWN OF Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. vQ A_ wlication is hereby made for a permit to: 0 Construct a new onsite sewage disposal system* ❑ Repair or replace an existing onsite sewage disposal system* ❑ Repair or replace an existing system component A. Facility I V'0- Addressor Lo�ot # City/Town 2.- *TYPE OF SEPTIC SYSTEM*: ❑ Pump 0 Gravity (choose one) ***If pump system, attach copy of electrical permit to application*** $ 250.00 — Full Repair $125.00 - Component ❑ Conventional System (pipe and stone system) ® Infiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certification to install this type of system. Q Pressure Distribution S.A.S. (No D -Box) (Attach Draft Maintenance Agreement) [] Pressure Dosed (D -Box Present) S.A.S. 2. Owner Information ��I -P& Lt ?tit ie- ao z Address (if different from above) Citylfown State Telephone Number s. Installer Information Name Name of Company y3e ,/ Je,,7 City/Town 4. D e signer `Information Zip Code 19& D/'p/y State Zip Code Telephone Number (Cell Phone # W possible please) Name of Company Address City/Town 4/tate Zip Code Telephone Number (Best # to Reach) Application for Disposal System Construction Permit Page 1 of 2 f. r•''NQRti/ Application for Septic Disposal System 3; .. �.. `9Construction Permit -TOWN OF PAGE 2OF2 A. Facility Information continued.... 5. Type of Building: Wesidential Dwelling or ❑Commercial B. Agreement TODAY'S DATE $ 250.00 — Full Repair $125.00 - Component The undersigned agrees to ensure the construction and maintenance of the afore -described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of North Andover, and not to place the system in operation until a Certificate of Compliance has been ued by this Board of Health. Alamo {)ate Approved By: Board of Health Representative Date 'j Disapproved for the following reasons: For Office Use Only: 1. Fee Attached. Yes 2 Project Manager Obligation Form Attached? Yes 0 3. Pump System? If so, Attach cope of Elecuical Permit Yes 4. Foundation As -Built. (hew construction ronly), Yes (Same scale as approved plan) 5. Floor PlansP (new construction only): Yes No (/�D No.� Noy�� Application for Disposal System Construction Permit • Page 2 of 2 AUG 09,2006 15:57 J W WATSON, JR. INC 4t�1!rr� •.�rltlr, 1 %. ,.. ,].,°�,F._;,3r:,�i ll; 978-475-0413 I-iEF.i_ TI I ANSTAi1..i:T>Ii L'it.[A.T>r+CT 1"IAaA(:F1411i!;N'A' C►RL,A(::1'i'I(P�k i'F I.iC IJ -1J il J A,1 tFtr.. >v.ru7i, ,IrtuovCr ticensr rl inwt Illtr for the constr1101(1t, of the Septic system fete lite property it "�� C✓ %�,1� 2-e4f rclntive to tIw applir,: 6oI) /u=•w=•--.,.....rol plies hY/,�.it�.L'iillf '!. and ilsltcd �1�/7 + with ,eviiit^s dated �. I undcr�t:anc� `.Fr. Fcltiitwin;x nhliga*.inns tits• :ns:naZemcnt pf this prnirr..r_ As ric installer ' :arn obliaatr:d to obir in ail per'm:l.s and Bmrd of I lelldl approvocl p1mis prior to purfbrming :tny kvork nn a site- i .rami. Ituwc the apprnvrri pkiii and tic permit. oil :,ih:. when any work is b6ngr done. Ac t1w. ittwtallcr i }mail, call t'iw any Imo .0 inspections, If 1101neowncr, coup'act0r, prcti ed mangar, or nny olh ;r lxr:,rnt 1{lt. asSnctaicd with my rl,r.,tgany;;c..11r_dukx an 41-limAJorl and I.hc syr,ixlln is not romfly Ilum item flircC lmtl he apftlirahl,:. As the itistallor I a1r•. required ttt have t10 nceesoaly 'wrtllc c„tnpleted prior to the. applicable insp C-6ons .,s irlut<tittlA hclow tancler;Iaytt hili}.} rulura(in} an irl�pi:ction, �sithottt ( nmvpldjon of the itecna in arrcrrria.rx r, wil4t 11le $ Ind the ti,lRfcl <�1' 9 A1aIQ R<:}rulat.it�n ma} .-smutt in 1.$50.00 iinc being levies' agnintit my Company, ai 14Quinn} of Bad I "Cltcr»lly t;I'Rt i',:.p(-dictn unless S.Perc iy n. rctainin, wall which 9hnutd hu clone First_ In.vraller mist 1-cqur•9t thin imnLCtinn tilt doa•. rtol have to lw presCnt. h) I'inni inspertion F?nP.ineer tr imi: lira• cio 'hi,ir i,l�pcctinn for elev�t.innA, tic x, etr.. Ai 1!it}#t of ve bsil OK. front cRginerr inim I±c atrhtnif[cd I:t Hoard of Hcalth, atter which installer calls htr inpgr.-t oll citric. installer mvsi he pruscrif for thi^ inspection. With pomp ryctrelu all Accirical work milM bc ready and ahlc to cRINC pnlnp Ill work and alarm to htnction. • find C7,1& fnsi+allcr n+.usl rtquu;t irl<;pati ,ll Mbc:n Al griidiut is complcsc, icor:., rine hAvc ro he on siic tA.-c rhe illmai?r:1 7 uudc:a:4iavd that only I mey pCrforrn r. w wi•,rk (other th-w s;irnple c+rcavationl regoirF.rl to cot ph -.c,; lhc. illsf:allatin:t of the systcm identil#n.d it, !lic attached �ipplie::ttiolt far I!5S17IIotiQn. T ftu-tht:r undet'sl,trld 1:11al: weak by otnets unlicrtnsed u+ i11sta11 sertii: sy,teus In North Andovcr cvi rnnsti4t[c cw"ions for dc^ial of the rycl.eln, a:tiih>r rcvocal:ion c,l .tlnut.-Siom Of my licclise 10 omrilfQ in 01C.. lowit of North Andover: sigrtific:trtt• duos pl.rsonr., invo'vcd are. r,lsc oacsit+In. ;Is hits It15w.hw' T unr;erstttnci that ' }1111,8, he 11'1 it during the pc'•fitrnti.ttcc n( tn1c: foNn vm¢ rc,n:�'rt.tcdion slaps: ) De ct-minatinu thh'. rhe proper t.icv;tgion nI't(tc exctlWIlictn 1W hrreti r mollicil. h) tttspcCl'iot* of tile. ;:and and sivne to I+c used. cl ? invl ittgtlearip+, It:• P,oard o'P I e;llth .^.t1f1 >r oonsgltant, d) In;tallation of link, D—boK, ptrrc- Klotl,. 1'(nt, 1)11tTrp c:ttamI)cr, r0aining wull and nthcr componcnt':. G. ,h, ttc in,ttllet' 1 trn,lergtlar }halt +m s)ir,ly rrcpnn.5ii>Ic hill Ihis in:;t,,ilat.ion elf Ialc .:yrlcnl t1. per the approved pl etbs. 1Rt inRlruclinn^. ;hc hnp,,attr nc r, gF,rtCral curttrstr!tnr, or rnly nilu.r Itcr;ci,ttti shall 81X.olvc InC iJ'11tiS Obli alio'}, t lnl' 'Il7nktfl 1,:,]4ntil�.i1 ."�t+'tlIC st;rtic`r Heti u9,:M,1r: 14;( l TIMM88476 11,1.I4.,: Page 1 TRANSMISSION VERIFICATION REPORT TIME 08/09/2006 12:25 NAME HEALTH FAX 9786888476 TEL 9786888476 SER.# 000B4J120960 DATE DIME 08/09 12:23 FAX NO./NAME 89784750413 DURATION 00:01:15 PAGE{S} 03 RESULT OK MODE STANDARD ECM North Andover Health Department 1600 Osgood Street Building 20, Suite 2-36 North Andover, NSA 01845 978.688.9540 - Phone 978.688.8476 — Fax ealthd®ptfatouunofnorTha.ndoyer.com - E-mail www.townafnarthandover.cam � Website Utter of Transmittal IIIlrllll.11.�l1, FPage of o' t�°Q 'd •N4� at`y 4L n eM* l T0: DATE: r COMPANW FROM: Pamela elleChiaie, Health Department Assistant Phan:%/I /G RE O Fax We are sending you: D 0,py of Letter OPlans ffi//in 60/ow) Then, are transmitted as checked below: ➢ L74wvwdffNW l > L i r4pv d f7AsAjwsmd ➢ L-7*I *4h d ➢ L7rVr&k*w4war9nw > Dkrrarl me REMARKS: _ e a ➢ �J;r arlbr MwNd ➢� 01 n k api�iF:wrafst. North Andover Health Department 1600 Osgood Street Building 20, Suite 2-36 North Andover, MA 01845 978.688.9540 - Phone 978.688.8476 — Fax healthdept(cDtownofnorthandover.com - E-mail www.townofnorthandover.com - Website Letter of Transmittal Page _ Z of rtORTh p��6gq•0 OL O `T �9_ COCMICM Y.K• �' TI T0: � DATE: COMPAN FROM: Pamela &"Chiaie, Health Department Assistant Phone: 9W "�0�� 7/ RE: ty Fax: r We are sending you: O Copy of Letter O Plans (fiii in below) These are transmitted as checked below: ➢ L74Paada Ab&d ➢ OAsRe d ➢ O*RequW ➢ aFn►•APv&d ➢ OFiarRe&k&vardawv*w ➢ OFor rocrw ➢ / afoiiesfor ➢� IL7sm * ataiesfor&f REMARKS: _ -ee A Al - COPY TO: COPY TO: SIGNED: r COPY TO: INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed iinstaller for the construction of the septic system for the property at ;If 42f �/1�' G� 2/e/yerelative to the application of dated for plans by//' and dated �� 6 with revisions dated—.�— i understand the following obligations for management of this project: 1. As the installer I am obligated to obtain all permits and Board of Health approved plans prior to performing any work on a site. I must have the approved plans and the permit: oil site when any work is being done. 2. As the installer I must 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 three shall be applicable. 3. 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. 4. As the installer I understand that only I may perform the work (other than simple excavation) required 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 systerns in North Andover can constitute reasons for denial of the system, and/or revocation or suspension of my license to operate in the Town of North Andover; significant fines to all persons involved are also possible. S. 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 or consultant. d) Installation of tank, D -box, pipes, stone, vent, pump chamber, retaining wall and other components. 6. 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. Undersigned Licensed Septic Installer INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction of the septic system for the property at of dated relative to the application for plans by and dated with revisions dated I understand the following obligations for management of this project: 1. As the installer I am obligated to obtain all permits and Board of Health approved plans prior to performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer I must 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 three shall be applicable. 3. 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 "file 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. e), Final Grade — Installer must request inspection when all grading is complete. Does not have to be on site. 4. As the installer I understand that only I may perform the work (other than simple excavation) required 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 to operate in the Town of North Andover; significant fines to all persons involved are also possible. 5. 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 or consultant. d) Installation of tank, D -box, pipes, stone, vent, pump chamber, retaining wall and other components. 6. 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. Undersigned Licensed Septic Installer Date: K eM �O cocw�cHIWKM , �� PUBLIC HEALTH DEPARTMENT (ommunity Development Division June 6, 2006 Mike and Nancy Egan 22 Bannan Drive North Andover, MA 01845 RE: Septic System Design, 22 Bannon Drive, North Andover, Map 38, Lot 3 Dear Homeowner, The North Andover Board of Health has completed the review of the septic system design plan for the above referenced property, submitted on your behalf by Merrimack Engineering Services, dated, April 14, 2006, last revision received June 5, 2006. The design has been approved for use in the construction of an onsite septic system. The 4 - bedroom (9 -room maximum) design has been approved for use in the construction of a subsurface disposal system. The time period for which this plan is valid is reduced to two years from the date of a septic system inspection that did not meet the acceptable criteria in the state regulations. During this time a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. In the event an imminent health problem such as sewage backup into the dwelling is occurring, the North Andover Board of Health may reduce the time period for which this plan is valid. This approval is subject to the following conditions: 1. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit. 2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe or imply compliance with any of the aforementioned requirement. 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 918.688.9540 Fax 918.688.8416 Web www.townofnorthandover.com 22 Bannan Drive Page 2 of 2 Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you may have. _ S san Y. Sawyer, RENS/�. Public Health Director Encl: list of licensed septic system installers Cc: Merrimack Engineering Services 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com DelleChiaie, Pamela From: Daley, Lincoln Sent: Wednesday, June 07, 2006 2:21 PM To: 'Mike_Egan@gillette.com' Cc: DelleChiaie, Pamela Subject: 22 Bannan Drive Mr. Egan: The Planning Department has no issues with the construction of the onsite septic system. 22 Bannan Drive is located outside of the North Andover Watershed Protection District. As such, the construction of the onsite septic system falls outside the purview of the Planning Department and Planning Board and would not require a Watershed Special Permit. However, I would recommend that you confirm with the Building Department that the location of the onsite septic system complies with the mandatory setbacks for the zoning district. Lincoln Daley Town Planner Town of North Andover Phone - 978-688-9535 Fax - 978-688-9542 MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS LAND SURVEYORS PLANNERS 66 PARK STREET • ANDOVER, MA 01810 • (978) 475-3555, 373-5721 • FAX (978) 475-1448 • E-MAIL info@merrimackengineering.com Ms. Susan Sawyer Director of Public Health 1600 Osgood Street Building 20, Suite 3 — 64 North Andover, MA 01845 Re: 22 Barman Drive June 1, 2006 RECEIVED JUN - 5 2006 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT We are in receipt of your review letter dated May 15, 2006 for the above referenced proj ect. We have revised the plan with regards to item 1, 2, 3, 4, 5, 6, 8 and 9. With regards to item 7, the plan already states that these items are to be made watertight. With regards to item 10, note 4 already states the fill is to be in conformance with 15.255(3). With regard to item 11, this is the same argument we continually make with respect to systems in fill. Trenches constructed in fill do not function as trenches or as intended by the code and require a greater amount of fill, disturbance, and expense to the home owner. With regard to item 6, note 4 has been revised but note that the depth and material to be excavated is very clearly shown in the test pit logs and the elevations are specifically noted. Every plan previously prepared by this office, and approved by your office has been this way and we have yet to have any confusion with a contractor as to this issue. The terms "A" and `B" horizon however do cause confusion, as contractors are not soil evaluators and do not necessarily understand these terms. Lastly, with regard to item 1, the plan has been revised with respect to placement and orientation of the S.A.S. It appears that the reviewer is unfamiliar with site conditions as a specific discussion occurred between the soil evaluator and inspector at the time of testing specifically regarding this issue. Ms. Susan Sawyer June 1, 2006 Page 2 We understood both parties to be in agreement. It appeared the area the S.A.S. was originally designed was in fill and interpolation of a higher E.S.W.T. would be unreasonable. The revised S.A.S. location requires significant tree removal and additional fill. We feel the system as revised, meets the requirements of Title 5 and the N.A. Board of Health and respectfully request the design be approved as re -submitted. On behalf of our client we appreciate prompt response to this matter as a sale is pending on the property subject to completion of the system replacement. ti Very truly yours, MERRIMACK ENGINEERING SERVICES William Dufresne Project Manager MERRIMACK ENGINEERING SERVICES, INC. • 66 PARK STREET • ANDOVER, MASSACHUSETTS 01810 V,.. TOWN OF NORTH ANDOVER rvRTH Gf,�t4+o +�y0 Office of COMMUNITY DEVELOPMENT AND SERVICES M� •` . L� HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 978.688.9540 - Phone Susan Y. Sawyer, REBS/RS 978.688.8476- FAX Public health Director E-MAIL: healthdeptq),townofiiorthandover.com WEBSITE: http://www.townofnortliandover.com. SEPTIC PLAN SUBMITTAL FORM RECEIVED Date of Submission: zc oc, APR 2 4 2006 Site Location: z 7i 17!Q 0 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT Engineer: ]✓I t?�t M i lJ �' fhi L �YLi 1 New Plans? Yes V $225/Plan Check # 'Zq)(o to (includes 1" submission and one re- review only) Revised Plans?Yes $75/Plan Check # Site Evaluation Forms Included? Yes ✓ No Local Upgrade Form Included? L% Yes No Telephone #: 670) Li?5--";3!25F15 Fax #: 029,) e5 E-mail: k16WAtrtJ�v_esar Homeowner Name: ISI I ) AN4:2: E6,IOc.N OFFICE USE ONLY When the submis' n is complete (including check): ➢ Date stamp plans and letter ➢ Complete and attach Receipt ➢ Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database Location: r, � ti V W Ournees Name: M 1 l Ma arcel: P�' Address: 2. t v a Installer: Tel New Mso--_gepdr Date;_A _ l 2_, Wetlands ► d Zone II__Sotl Spinboi_e__:h_Shc Rhine u Soil Q an Deep Observation Hole Logs Elm-tdon Depth Soil H"u Soil Tenure Soil Color Soil Mottling % Gravel, Stone; 0 -t -f A L t 3MMMMM t�-tea ate.- Parent Material. 41t i. Depth to &dtsek stMft= Witerfu the Rata — W �= ftem?It Faee Date _R Obsei Deptl Start Time Time Time Time -Rate s�4t =-ShWIn= WxIerk d* Ho q_:--- yeepw= fm M Face :- ESFiGLYe SL Percolation Tests Performed B�: u . �_ i � w„s wlinGSSed B\^. Town o2orth Ando er Health Department Date: .�7 .11? Location: z0z;�2) (Indicate Address, if Residential, or Name of Business) Check #: Type of Permit or License: (Circle) > Animal $ )�- Dumpster $ > Food Service - Type.- $ > Funeral Directors $_ > Massage Establishment $ > Massage Practice $ > Offal (Septic) Hauler $ > Recreational Camp > SEPTIC PERMITS: 0 Septic"- Soil Testing L) Septic - Design Approval $ Ll Septic Disposal Works Construction (DWO $ Ll Septic Disposal Works Installers (DW7) $ > Sun tanning $ > Swimming Pool $ > Tobacco $ > TrasIVSolid Waste Hauler $_ > Well Construction $ > OTHER- (Indicate) 1475 Yearth Agent Initials White -Applicant Yellow -Health Pink -Treasurer Town o -North doyer HeAth Departnient Date: .-.9 119 Location: A04�� (Indicate Address, if Residential, or Name of Business) Check #: W Type of Permit or License: (Circle) );� Animal $ > Dumpster $ > Food Service - Type._ $ > Funera I Directors $ > Massage Establishment $_ > Massage Practice $ > Offal (Septic) Hauler $ > Recreational Camp $ > SEPTIC PERMITS: ,QSV�titc - Soil Testing $ • Septic - Design Approval $ • Septic Disposal Works Construction (DWC) $ L3 Septic Disposal Works Installers (DWI) $ > Sun tanning $ > SwimmingPool > Tobacco > TrashlSolid Waste Hauler > Well Construction > OTHER- (Indicate) 1475 Agent Initials White -Applicant Yellow -Health Pink -Treasurer LETTER OF TRANSMITTAL North Andover Health Department of N� QTH q,lo 400 Osgood Street 3? b` ; _ _ '^. a o` North Andover, MA 01845 •-'•' p L 978.688.9540 - Phone 978.688.8476 - Fax 09 �« LANG healthdent(a,townofnorthandover.com - E-mail www.townofnorthandover.com - Website Page % of TO: DATE: Daniel Ottenheimer � �% D61 COMPANY: FROM: Pamela DelleChiaie, Health Dept. Assistant Mill River Consulting SIGNED: RE: Phone: 1.800.377.3044 or 978.282.0014 G�'f/✓/G'l�l� Fax: 978.282.0012 We are sending you: z eaoil 1 est UYlans for Keview UUther (till in below, These are transmitted as checked below: L7 For Review and comment OAs Requested OAs Required OFor Your Use REMARKS: COPY TO: l/ COPY TO: SIGNED: COPY TO: -0— TOWN OF NORTH ANDOVER HaRr�. OF its■o x'�ry Office of COMMUNITY DEVELOPMENT AND SERVICES e%o. HEALTH DEPARTMENT 400 OSGOOD STREET' ' P v NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, RENS, RS Public health Director APPLICATION FOR SO DATE: ?j 2�0 -0(e' LOCATION OF SOIL TESTS: 14 RECEIVE® MAR 2 9 2006 OF INORTI-I ANDOVER TR DEPARTMENT 8.688.9540 -Phone 8.688.8476 -.FAX .townofnorth andover.com. MAP & PARCEL: � e / OWNER: (1 i- Kf, G (A A Contact #: - 'j t5�fj7 e2 7 Z APPLICANT: r l c S,�a'A N Contact #:�0105! 1 �7 —© 12Z - ADDRESS: 2ZADDRESS: 'Z%i 0.4 h2 0 A 0 1% 121 VE ENGINEER:M c n.121 f� ALJ (� ►J 1C Contact #: CERTIFIED SOIL EVALUATOR: & 1, V 12LJ rka % NG Intended Use of Land: Residential Subdivision (n:g:1eFamily Ho Commercial Is This: Repair Testing: 1/ Undeveloped Lot Testing: Upgrade for Addition:_ In the Lake Cochichewick Watershed? Yes No `1 THE FOLLOWING MUST BE INCLUDED WITH THIS FORM ➢ Proof of land ownership (Tax bill, or letter from owner permitting test) ➢ 8.5" x 11 "Plot plan & Location of Testing (please indicate test pit sites on the plan) ➢ 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 $360.00 per lot for repairs or upgrades. GENERAL INFORMATION ➢ Only Certified Soil Evaluators may perform deep hole inspections. ➢ Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. ➢ At least two deep holes and two percolation tests are required for each septic system disposal area. ➢ Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. ➢ Full payment will be required for all additional tests within two weeks of testing. ➢ 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). ➢ Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission Approval-11ate: I! Signature of Conservation Agent:. Date back to Health Department: (stamp in): 0 LOCATION: CITY, STATE: r r 22 BANNAN DRIVE NORTH ANDOVER, MA r UCCIJ/t_:r_n f PIAN f'f.:F. BANNAN DRIVE f 9p4 W acs" Survey SoRwaro PREPARED. 01-12-1996 SCALE., I Inch = 40 feet CERTIFIED T0: PRUDENTIAL HOME MORTGAGE CO, INC. ff/ff"10 7140 According to Federal Emergency Management Agency m +naps, the major improvements on this property fall in an y�r:ea designated as Zone C, Community Panel No: 2sol:�16--0C'e7e Effective Date: 6- 7--VF3 NOTE: Zone C is arers of minimal flooding (no shading). This designation is not based on an elevation certificate. :e to procedutal and technical standards for Mortgage Loan In"ctions as adopted 250 CMR 8.0:, and use for any other purpose is prohibited. This plan Is not to be "OF s}A„ The permanent structures are approximately located on the ground as shown. They either conformed to the setback JOHN requirements of the local zoning ordinances in effect at J. the time of construction, or are exempt from violadon en. RUSSELL forcemeat action under M.G.L. Title Vli', Chapter 40 A. #38717 Section 7, and that there are no encroachments of major improvements either way across property lines except as shown and noted hereon. S NOTE: This is not it bouttoary or title insurance survey. This plan I prepared 1 if by the Massachusetts Board of Rogktrstlon of professional engineers and land surveyon ...r r... --mm Awort doardroinns. or construction. ff/ff"10 7140 According to Federal Emergency Management Agency m +naps, the major improvements on this property fall in an y�r:ea designated as Zone C, Community Panel No: 2sol:�16--0C'e7e Effective Date: 6- 7--VF3 NOTE: Zone C is arers of minimal flooding (no shading). This designation is not based on an elevation certificate. :e to procedutal and technical standards for Mortgage Loan In"ctions as adopted 250 CMR 8.0:, and use for any other purpose is prohibited. This plan Is not to be V LETTER OF TRANSMITTAL North Andover Health Department 400 Osgood Street North Andover, MA 01845 978.688.9540 - Phone 978.688.8476 - Fax healthdeptntownofnorthandover.com - E-mail www.townofnorthandover.com - Website Page J of n ev;p 5,�4eo NR�� 0 �o coc 4. 4. 4. TO: Daniel Ottenheimer� DATE: COMPANY: FROM: Pamela DelleChiaie, Health Dept. Assistant Mill River Consulting Phone: 1.800.377.3044 or 978.282.0014 RE: Fax: 978.282.0012 COPY TO: /� We are sendinm you: 4,4?Soil Test OPlans for Review OUther (fill in below These are transmitted as checked below: OFor Review and comment OAs Requested OAs Required OFor. Your Use REMARKS: COPY TO: COPY TO: SIGNED: G COPY TO: TOWN OF NORTH ANDOVER MART" Office of COMMUNITY DEVELOPMENT AND SERVICES �� •`-�'�.e `''`ybn� HEALTH DEPARTMENT 400 OSGOOD STREET *. s NORTH ANDOVER, MASSACHUSETTS 01845 ACHU`�� Susan Y. Sawyer, REHS, RS Public Health Director APPLICATION FOR DATE: ��� '06' LOCATION OF SOIL TESTS: Z MAR 2 9 2006 u-Z*:`I-I ANDOVER DEPARTMENT .688.9540 Phone .688.8476 - FAX town ofn o rth and over. corn MAP & PARCEL: 72 e2 / OWNER: I V k ( A Contact #: �� �'y t5 r77 C,2I `7 z - APPLICANT: kI I Lk 'P,6A j3 Contact #: i'j G --� ADDRESS: -L-7, 0.0 tJ A 0 V iZ A VL ENGINEER: j-�IGYGI'LL� ,• %(p /�% 1C Contact #: 9 -14'- 3j^'��71l CERTIFIED SOIL EVALUATOR: —V2i w, 12,j F►2g ANG Intended Use of Land: Residential Subdivision Ingle Family Ho Commercial Is This: Repair Testing: i/ Undeveloped Lot Testing:_ Upgrade for Addition: In the Lake Cochichewick Watershed? Yes No .111, THE FOLLOWING MUST BE INCLUDED WITH THIS FORM ➢ Proof of land ownership (Tax bill, or letter from owner permitting test) ➢ 8.5" x 11 "Plot plan & Location of Testing (please indicate test nit sites on the plan) ➢ 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 $360.00 per lot for repairs or upgrades. GENERAL INFORMATION ➢ Only Certified Soil Evaluators may perform deep hole inspections. ➢ Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. ➢ At least two deep holes and two percolation tests are required for each septic system disposal area. ➢ Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. ➢ Full payment will be required for all additional tests within two weeks of testing. ➢ Within 45 days oftesting, 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). ➢ Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission A al Pat • �. �2 Signature of Conservation Agent: , Date back to Health Department: (stamp in): JIA- 91K-kil�� Gtr �tiw m, ~` CITY, STATE• NORTHANDOVER, MA PLANf'f:F: 7140 y ,.J 9 mr,rj+/- S.r. 0 ��il �Gtc P 1 (. 2 S M it! 3 A: s lzs.00 "' BANNAN DRIVE fgo's (c) Boston Stmpy Soft -ale PREPARED: 01-12-1996 SCALE 1 Inch = 40 feet CERTIFIED TO: PRUDENTIAL HOME MORTGAGE CO, INC. a ii OF The permanent structures are approximately located on the "9 ground as shown. They either conformed to the setback requirements of the local zoning ordinances in effect at JOHN J. the time of construction, or are exempt from violation en. forcement action under M.G.L. Title Vix, Chapter RUSSELL 40 A, Section 7, and that there are no encroachments ofmajor improvements #38797 , either way across property lines except as shown and noted hereon. O Nn„ _ NOTE: This Is not A Dounclary or title insuranoo survey. This plan 4 prepared i by the Massachusetttt BOard Of R"Wration of profeeeional engineers and land •»� '••• '^^^^'+�^^ --'mm AAAA Aoarrintbno. or construction. According to Federal Emergency Management Agency tt maps, the major improvements on this property fall in an -i:ea designated as Zone C, Community Panel No: a 5 piOg�j•-p�7C Effective Date: (�, . Z• �3 NOTE: Zone C is arers of minimal flooding (no shading)_ This y designation is not based on an elevation cortif cate. :e to prOCOdufal and technical standards for Mortgage loan Ingpections as adopted 250 CMR S.W. and use for any other purpose is prohibited. This plan Is not to be LETTER OF TRANSMITTAL North Andover Health Department WORTH 400 Osgood Street '3 6 M6�6 OL North Andover, MA 01845 978.688.9540 - Phone Zeya 978.688.8476 -Fax healthdent(i�townofnorthandover com - E-mail www.townofnorthandover.com - Website Pageof �SSgCHUs�i TO: DATE: WILLIAM (BILL) DUFRESNE,�®� PROJECT MANAGER COMPANY: MERRIMACK ENGINEERING FROM: Pamela DelleChiaie, Health Dept. Assistant SERVICES Phone: 978.475.3555 RE: Fax: 978.475.1448 Gr% We are sending you: OPlan Review Letter O APPROVED P<OTAPPR OVED _ OSystem Construction Follow -Up OOther These are transmitted as checked below: OFor your File OAs Required OAs Requested OFor Your Use REMARKS: COPY TO: Fax # Homeowner or Mailed COPY TO: Fax # File or Mailed COPY TO: Fax # or. Mailed ACTIVITY REPORT TIME 05118/2006 10:42 NAME HEALTH FAX 9786888476 TEL 9786888476 SER.# 000B4J120960 NO. DATE TIME FAX NO./NAME DURATION PAGE{S} RESULT COMMENT #497 05116 11:55 89783275219 24 02 OK TX ECM #498 05116 12:08 819788518547 29 03 OK TX ECM 05116 13:50 01:35 03 OK RX ECM 05116 15:06 617 983 6813 02:07 03 OK RX ECM 05116 16:47 7819326748 45 02 OK RX ECM 05117 10:00 9786821475 01:15 04 OK RX ECM 05117 10:34 15 01 OK RX ECM #499 05117 10:40 819788240115 00 00 BUSY TX #500 05117 10:43 89783275219 44 05 OK TX ECM #001 05117 13:26 819738240115 18 01 OK TX ECM 05117 14:00 26 03 OK RX ECM 05117 15:01 617 983 6813 04:05 04 OK RX ECM #002 05117 16:17 819784751192 15 01 OK TX ECM 05117 20:19 978 686 0318 01:50 09 OK RX ECM #003 05118 09:31 817818915543 02:50 03 OK TX ECM #004 05118 09:37 89784751448 01:40 03 OK TX ECM BUSY: BUSYMO RESPONSE NG POOR LINE CONDITION 1 OUT OF MEMORY CV COVERPAGE POL POLLING RET RETRIEVAL PC PC -FAX PUBLIC HEALTH DEPARTMENT Community Development Division May 15, 2006 Anthony Donato, P.E. Merrimack Engineering Services 66 Park Street Andover, MA 01810 RE: Map 38, Lot 3, 22 Bannan Drive, North Andover, MA Dear Mr. Donato, The proposed wastewater system design plan for the above site dated April 14, 2006 and received in this office on April 24, 2006 has been reviewed. Unfortunately, the plans cannot be approved as submitted. The following items are in need of attention prior to approval, with the section of Title 5 (3 10 CMR 15.000) or North Andover Regulations (NA) noted: 1. The Estimated Seasonal High Groundwater should be adjusted to follow the existing grade. The ESHGW should be based on an existing grade elevation of approximately 98.5 and a depth of 76" would give an ESHGW of 92.2, not 90.7. Although the explanation on the plan has applied to past situations regarding interpolating of the ground water level, it cannot be accepted in this case as it does not seem apparent or correct based on our consultant's site observations. Observations such as this must be noted in the official soil log reference material and agreed upon at the site with the consultant. It is unfortunate this was not done in this case. Please revise as requested. 2. Please include a disclaimer stating, if true, that "No wetland or watercourse exists within 100' of the leaching facility or reserve area". (Note: no distance is given on the existing plan disclaimer provided on the design plan). NA 8.02(s) 3. Please provide the value for the distance separating wells from the soil absorption system (none provided on the note on the design plan). 4. Please provide a statement, if true, that there are no surface water supplies within 400' and no tributaries to surface water supplies within 200' of the soil absorption system. 310 CMR 15.211(1) 5. Current grading over the Northern corner of the soil absorption system will not provide adequate cover, if the minimum finish grade over the field is 96.7. Please adjust the grading contours to reflect appropriate and required cover over the field. 6. Please clarify which soil horizons are to be removed in the vicinity of the proposed soil absorption system. "Topsoil" and "Subsoil" are not terms specified in the regulations and may provide a source of confusion for the contractor. 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8416 Web www.townofnorthandover.com O to ♦ ;1 PUBLIC HEALTH DEPARTMENT Community Development Division May 15, 2006 Anthony Donato, P.E. Merrimack Engineering Services 66 Park Street Andover, MA 01810 RE: Map 38, Lot 3, 22 Bannan Drive, North Andover, MA Dear Mr. Donato, The proposed wastewater system design plan for the above site dated April 14, 2006 and received in this office on April 24, 2006 has been reviewed. Unfortunately, the plans cannot be approved as submitted. The following items are in need of attention prior to approval, with the section of Title 5 (3 10 CMR 15.000) or North Andover Regulations (NA) noted: 1. The Estimated Seasonal High Groundwater should be adjusted to follow the existing grade. The ESHGW should be based on an existing grade elevation of approximately 98.5 and a depth of 76" would give an ESHGW of 92.2, not 90.7. Although the explanation on the plan has applied to past situations regarding interpolating of the ground water level, it cannot be accepted in this case as it does not seem apparent or correct based on our consultant's site observations. Observations such as this must be noted in the official soil log reference material and agreed upon at the site with the consultant. It is unfortunate this was not done in this case. Please revise as requested. 2. Please include a disclaimer stating, if true, that "No wetland or watercourse exists within 100' of the leaching facility or reserve area". (Note: no distance is given on the existing plan disclaimer provided on the design plan). NA 8.02(s) 3. Please provide the value for the distance separating wells from the soil absorption system (none provided on the note on the design plan). 4. Please provide a statement, if true, that there are no surface water supplies within 400' and no tributaries to surface water supplies within 200' of the soil absorption system. 310 CMR 15.211(1) 5. Current grading over the Northern corner of the soil absorption system will not provide adequate cover, if the minimum finish grade over the field is 96.7. Please adjust the grading contours to reflect appropriate and required cover over the field. 6. Please clarify which soil horizons are to be removed in the vicinity of the proposed soil absorption system. "Topsoil" and "Subsoil" are not terms specified in the regulations and may provide a source of confusion for the contractor. 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8416 Web www.townofnorthandover.com 7. Please indicate the requirement for the primary (septic) tank and distribution box to be made watertight. 310 CMR 15.221 8. The design plan indicates the allowable use of an effluent filter inside the primary (septic) tank. This is generally advisable, however please indicate to the installer the brand and model to be used. Additionally, all effluent filters approved for use in Massachusetts require the access port above to have a manhole brought to grade. Please adjust the design plan accordingly. 310 CMR 15.227(7) 9. Please provide the location and elevation of the foundation drain. If there is no drain, please make a statement to that effect on the plan. NA 8.02y 10. Please reference specifications for the sand fill to be imported for construction of the soil absorption system. 310 CMR 15.255 11. Trenches are to be used as the soil absorption system mechanism whenever possible. Please use trenches in this instance or explain why they cannot be utilized. (3 10 CMR 15.240(6)) In addition, although not a reason for disapproval, you may wish to consider the following: The specified primary (septic) tank is a two-piece tank. Either vacuum testing or water testing will have to be performed by the contractor and witnessed by our office before a Certificate of Compliance will be issued. You may wish to consider the use of a monolithic concrete or a poly or fiberglass primary (septic) tank. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system that will be in compliance with all regulations and assure protection of public health and the environment of Andover. Sincerely, s usan Y. Sawyer, REHS Public Health Director cc: Owner Applicant File 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com .. ,.., •a.F' • A : � t Ste. .�. � .... .� .. I� �... r �' itl.�� t b�P N M a � PUBLIC HEALTH DEPARTMENT Community Development Division May 15, 2006 Anthony Donato, P.E. Merrimack Engineering Services 66 Park Street Andover, MA 01810 RE: Map 38, Lot 3, 22 Bannan Drive, North Andover, MA Dear Mr. Donato, The proposed wastewater system design plan for the above site dated April 14, 2006 and received in this office on April 24, 2006 has been reviewed. Unfortunately, the plans cannot be approved as submitted. The following items are in need of attention prior to approval, with the section of Title 5 (3 10 CMR 15.000) or North Andover Regulations (NA) noted: 1. The Estimated Seasonal High Groundwater should be adjusted to follow the existing grade. The ESHGW should be based on an existing grade elevation of approximately 98.5 and a depth of 76" would give an ESHGW of 92.2, not 90.7. Although the explanation on the plan has applied to past situations regarding interpolating of the ground water level, it cannot be accepted in this case as it does not seem apparent or correct based on our consultant's site observations. Observations such as this must be noted in the official soil log reference material and agreed upon at the site with the consultant. It is unfortunate this was not done in this case. Please revise as requested. 2. Please include a disclaimer stating, if true, that "No wetland or watercourse exists within 100' of the leaching facility or reserve area'. (Note: no distance is given on the existing - plan disclaimer provided on the design plan). NA 8.02(s) 3. Please provide the value for the distance separating wells from the soil absorption system (none provided on the note on the design plan). 4. Please provide a statement, if true, that there are no surface water supplies within 400' and no tributaries to surface water supplies within 200' of the soil absorption system. 310 CMR 15:211(1) 5. Current grading over the Northern corner of the soil absorption system will not provide adequate cover, if the minimum finish grade over the field is 96.7. Please adjust the grading contours to reflect appropriate and required cover over the field. 6. Please clarify which soil horizons are to be removed in the vicinity of the proposed soil absorption system. "Topsoil" and "Subsoil" are not terms specified in the regulations and may provide a source of confusion for the contractor. 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com r 7. Please indicate the requirement for the primary (septic) tank and distribution box to be made watertight. 310 CMR 15.221 8. The design plan indicates the allowable use of an effluent filter inside the primary (septic) tank. This is generally advisable, however please indicate to the installer the brand and model to be used. Additionally, all effluent filters approved for use in Massachusetts require the access port above to have a manhole brought to grade. Please adjust the design plan accordingly. 310 CMR 15.227(7) 9. Please provide the location and elevation of the foundation drain. If there is no drain, please make a statement to that effect on the plan. NA 8.02y 10. Please reference specifications for the sand fill to be imported for construction of the soil absorption system. 310 CMR 15.255 11. Trenches are to be used as the soil absorption system mechanism whenever possible. Please use trenches in this instance or explain why they cannot be utilized. (3 10 CMR 15.240(6)) In addition, although not a reason for disapproval, you may wish to consider the following: The specified primary (septic) tank is a two-piece tank. Either vacuum testing or water testing will have to be performed by the contractor and witnessed by our office before a Certificate of Compliance will be issued. You may wish to consider the use of a monolithic concrete or a poly or fiberglass primary (septic) tank. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system that will be in compliance with all regulations and assure protection of public health and the environment of Andover. Sincerely, 1usa12 n Y. Sawyer, REHS Public Health Director cc: Owner - - Applicant File 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com A PUBLIC HEALTH DEPARTMENT Community Development Division May 15, 2006 Anthony Donato, P.E. Merrimack Engineering Services 66 Park Street Andover, MA 01810 RE: Map 38, Lot 3, 22 Bannan Drive, North Andover, MA Dear Mr. Donato, The proposed wastewater system design plan for the above site dated April 14, 2006 and received in this office on April 24, 2006 has been reviewed. Unfortunately, the plans cannot be approved as submitted. The following items are in need of attention prior to approval, with the section of Title 5 (3 10 CMR 15.000) or North Andover Regulations (NA) noted: 1. The Estimated Seasonal High Groundwater should be adjusted to follow the existing grade. The ESHGW should be based on an existing grade elevation of approximately 98.5 and a depth of 76" would give an ESHGW of 92.2, not 90.7. Although the explanation on the plan has applied to past situations regarding interpolating of the ground water level, it cannot be accepted in this case as it does not seem apparent or correct based on our consultant's site observations. Observations such as this must be noted in the official soil log reference material and agreed upon at the site with the consultant. It is unfortunate this was not done in this case. Please revise as requested. 2. Please include a disclaimer stating, if true, that "No wetland or watercourse exists within 100' of the leaching facility or reserve area'. (Note: no distance is given on the existing - plan disclaimer provided on the design plan). NA 8.02(s) 3. Please provide the value for the distance separating wells from the soil absorption system (none provided on the note on the design plan). 4. Please provide a statement, if true, that there are no surface water supplies within 400' and no tributaries to surface water supplies within 200' of the soil absorption system. 310 CMR 15.211(1) 5. Current grading over the Northern corner of the soil absorption system will not provide adequate cover, if the minimum finish grade over the field is 96.7. Please adjust the grading contours to reflect appropriate and required cover over the field. 6. Please clarify which soil horizons are to be removed in the vicinity of the proposed soil absorption system. "Topsoil" and "Subsoil" are not terms specified in the regulations and may provide a source of confusion for the contractor. 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web wwwjownofnorthandover.com 7. Please indicate the requirement for the primary (septic) tank and distribution box to be made watertight. 310 CMR 15.221 8. The design plan indicates the allowable use of an effluent filter inside the primary (septic) tank. This is generally advisable, however please indicate to the installer the brand and model to be used. Additionally, all effluent filters approved for use in Massachusetts require the access port above to have a manhole brought to grade. Please adjust the design plan accordingly. 310 CMR 15.227(7) 9. Please provide the location and elevation of the foundation drain. If there is no drain, please make a statement to that effect on the plan. NA 8.02y 10. Please reference specifications for the sand fill to be imported for construction of the soil absorption system. 310 CMR 15.255 11. Trenches are to be used as the soil absorption system mechanism whenever possible. Please use trenches in this instance or explain why they cannot be utilized. (3 10 CMR 15.240(6)) In addition, although not a reason for disapproval, you may wish to consider the following: The specified primary (septic) tank is a two-piece tank. Either vacuum testing or water testing will have to be performed by the contractor and witnessed by our office before a Certificate of Compliance will be issued. You may wish to consider the use of a monolithic concrete or a poly or fiberglass primary (septic) tank. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system that will be in compliance with all regulations and assure protection of public health and the environment of Andover. Sincerely, usan Y. Sawyer, REHS Public Health Director cc: Owner Applicant File 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web wwwjownofnorthandover.com 10 9 VIOR;if '9p" (� ,�41.tD fig[ •�® p fe PUBLIC HEALTH DEPARTMENT Community Development Division May 15, 2006 Anthony Donato, P.E. Merrimack Engineering Services 66 Park Street Andover, MA 01810 RE: Map 38, Lot 3, 22 Bannan Drive, North Andover, MA Dear Mr. Donato, The proposed wastewater system design plan for the above site dated April 14, 2006 and received in this office on April 24, 2006 has been reviewed. Unfortunately, the plans cannot be approved as submitted. The following items are in need of attention prior to approval, with the section of Title 5 (3 10 CMR 15.000) or North Andover Regulations (NA) noted: 1. The Estimated Seasonal High Groundwater should be adjusted to follow the existing grade. The ESHGW should be based on an existing grade elevation of approximately 98.5 and a depth of 76" would give an ESHGW of 92.2, not 90.7. Although the explanation on the plan has applied to past situations regarding interpolating of the ground water level, it cannot be accepted in this case as it does not seem apparent or correct based on our consultant's site observations. Observations such as this must be noted in the official soil log reference material and agreed upon at the site with the consultant. It is unfortunate this was not done in this case. Please revise as requested. 2. Please include a disclaimer stating, if true, that "No wetland or watercourse exists within 100' of the leaching facility or reserve area". (Note: no distance is given on the existing - plan disclaimer provided on the design plan). NA 8.02(s) 3. Please provide the value for the distance separating wells from the soil absorption system (none provided on the note on the design plan). 4. Please provide a statement, if true, that there are no surface water supplies within 400' and no tributaries to surface water supplies within 200' of the soil absorption system. 310 CMR 15.211(1) 5. Current grading over the Northern corner of the soil absorption system will not provide adequate cover, if the minimum finish grade over the field is 96.7. Please adjust the grading contours to reflect appropriate and required cover over the field. 6. Please clarify which soil horizons are to be removed in the vicinity of the proposed soil absorption system. "Topsoil" and "Subsoil" are not terms specified in the regulations and may provide a source of confusion for the contractor. 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com ,r i 7. Please indicate the requirement for the primary (septic) tank and distribution box to be made watertight. 310 CMR 15.221 8. The design plan indicates the allowable use of an effluent filter inside the primary (septic) tank. This is generally advisable, however please indicate to the installer the brand and model to be used. Additionally, all effluent filters approved for use in Massachusetts require the access port above to have a manhole brought to grade. Please adjust the design plan accordingly. 310 CMR 15.227(7) 9. Please provide the location and elevation of the foundation drain. If there is no drain, lease make a statement to that effect on the plan. NA 8.02y 10. lease reference specifications for the sand fill to be imported for construction of the soil absorption system. 310 CMR 15.255 11. Trenches are to be used as the soil absorption system mechanism whenever possible. Please use trenches in this instance or explain why they cannot be utilized. (3 10 CMR 15.240(6)) In addition, although not a reason for disapproval, you may wish to consider the following: The specified primary (septic) tank is a two-piece tank. Either vacuum testing or water testing will have to be performed by the contractor and witnessed by our office before a Certificate of Compliance will be issued. You may wish to consider the use of a monolithic concrete or a poly or fiberglass primary (septic) tank. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system that will be in compliance with all regulations and assure protection of public health and the environment of Andover. Sincerely, /usan Y. Sawyer, REHS Public Health Director cc: Owner Applicant File 1600 Osgood Street, Horth Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com O�NOoTil�a bs B k, O 1� ' � �'9_ coc.tec�M�aXcw . 1• PUBLIC HEALTH DEPARTMENT Community Development Division May 15, 2006 Anthony Donato, P.E. Merrimack Engineering Services 66 Park Street Andover, MA 01810 RE: Map 38, Lot 3, 22 Barman Drive, North Andover, MA Dear Mr. Donato, The proposed wastewater system design plan for the above site dated April 14, 2006 and received in this office on April 24, 2006 has been reviewed. Unfortunately, the plans cannot be approved as submitted. The following items are in need of attention prior to approval, with the section of Title 5 (3 10 CMR 15.000) or North Andover Regulations (NA) noted: 1. The Estimated Seasonal High Groundwater should be adjusted to follow the existing grade. The ESHGW should be based on an existing grade elevation of approximately 98.5 and a depth of 76" would give an ESHGW of 92.2, not 90.7. Although the explanation on the plan has applied to past situations regarding interpolating of the ground water level, it cannot be accepted in this case as it does not seem apparent or correct based on our consultant's site observations. Observations such as this must be noted in the official soil log reference material and agreed upon at the site with the consultant. It is unfortunate this was not done in this case. Please revise as requested. 2. Please include a disclaimer stating, if true, that "No wetland or watercourse exists within 100' of the leaching facility or reserve area". (Note: no distance is given on the existing plan disclaimer provided on the design plan). NA 8.02(s) 3. Please provide the value for the distance separating wells from the soil absorption system (none provided on the note on the design plan). 4. Please provide a statement, if true, that there are no surface water supplies within 400' and no tributaries to surface water supplies within 200' of the soil absorption system. 310 CMR 15.211(1) 5. Current grading over the Northern corner of the soil absorption system will not provide adequate cover, if the minimum finish grade over the field is 96.7. Please adjust the grading contours to reflect appropriate and required cover over the field. 6. Please clarify which soil horizons are to be removed in the vicinity of the proposed soil absorption system. "Topsoil" and "Subsoil" are not terms specified in the regulations and may provide a source of confusion for the contractor. 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web wwwjownofnorthandover.com 7. Please indicate the requirement for the primary (septic) tank and distribution box to be made watertight. 310 CMR 15.221 8. The design plan indicates the allowable use of an effluent filter inside the primary (septic) tank. This is generally advisable, however please indicate to the installer the brand and model to be used. Additionally, all effluent filters approved for use in Massachusetts require the access port above to have a manhole brought to grade. Please adjust the design plan accordingly. 310 CMR 15.227(7) 9. Please provide the location and elevation of the foundation drain. If there is no drain, please make a statement to that effect on the plan. NA 8.02y 10. Please reference specifications for the sand fill to be imported for construction of the soil absorption system. 310 CMR 15.255 11. Trenches are to be used as the soil absorption system mechanism whenever possible. Please use trenches in this instance or explain why they cannot be utilized. (3 10 CMR 15.240(6)) In addition, although not a reason for disapproval, you may wish to consider the following: The specified primary (septic) tank is a two-piece tank. Either vacuum testing or water testing will have to be performed by the contractor and witnessed by our office before a Certificate of Compliance will be issued. You may wish to consider the use of a monolithic concrete or a poly or fiberglass primary (septic) tank. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system that will be in compliance with all regulations and assure protection of public health and the environment of Andover. Sincerely, usan Y. Sawyer, REHS Public Health Director cc:- Owner. Applicant File 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Thursday, May 11, 2006 9:15 AM To: Sawyer, Susan Subject: FW: Attn: Susan Sawyer - Health Department Director / 22 Bannan Drive Septic System This guy will be calling today..... -----Original Message----- From: Mike Egan [mailto:Mike_Egan@gillette.com] q"? p GAJ l� Sent: Thursday, May 11, 2006 8:50 AM To: DelleChiaie, Pamela Subject: Attn: Susan Sawyer - Health Department Director / 22 �^ � Drive Septic System 1 Susan, My septic engineer submitted the plan for my new Septic System on April 24th, 2006. I understand from your office that by law, you are required to review the plan within 45 days. I have also been advised that I can expect my plan to have been reviewed in the next 2 to 3 weeks, which is consistent with the 45 day limit. My wife and I have been attempting to get the review completed earlier, but to no avail. I am appealing to you for your assistance. I am in a somewhat unique situation. I am being moved out of state by my company, Gillette/Procter and Gamble. As a result of the relocation practice, I was recently advised by the relocation company employed by Gillette that no money's can be carried in escrow. I learned of this fact at the 1 yard line in the middle of the signing of the purchase and sale agreement. The implication is that if title 5 certification is not completed by June 19th, 2006, I will be liable for 1500 of the cost of the quote, with no recourse to recover the differential. So if the system is not certified by June 19th, I will need to pay an extra $8000 over and above the cost of the actual system cost. While I understand the law states a maximum of 45 days to complete the test, I would expect that the maximum duration should not be the target time frame for review. Rather, I would expect 45 days would be the exception. I understand the norm in neighboring communities is a review completion in less than 1 week. While I am not requesting a change in the established approval process, I am requesting your assistance to secure a more timely approval of the plan so that I have a fighting chance of not loosing the incremental $8000. I will call you today to discuss. Sincerely, 1 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Thursday, May 11, 2006 9:15 AM To: Sawyer, Susan Subject: FW: Attn: Susan Sawyer - Health Department Director / 22 Bannan Drive Septic System This guy will be calling today..... -----Original Message ----- From: Mike Egan [mailto:Mike_Egan@gillette.com] Sent: Thursday, May 11, 2006 8:50 AM To: DelleChiaie, Pamela Subject: Attn: Susan Sawyer - Health Department Director / 22 Bannan Drive Septic System Susan, My septic engineer submitted the plan for my new Septic System on April 24th, 2006. I understand from your office that by law, you are required to review the plan within 45 days. I have also been advised that I can expect my plan to have been reviewed in the next 2 to 3 weeks, which is consistent with the 45 day limit. My wife and I have been attempting to get the review completed earlier, but to no avail. I am appealing to you for your assistance. I am in a somewhat unique situation. I am being moved out of state by my company, Gillette/Procter and Gamble. As a result of the relocation practice, I was recently advised by the relocation company employed by Gillette that no money's can be carried in escrow. I learned of this fact at the 1 yard line in the middle of the signing of the purchase and sale agreement. The implication is that if title 5 certification is not completed by June 19th, 2006, I will be liable for 150% of the cost of the quote, with no recourse to recover the differential. So if the system is not certified by June 19th, I will need to pay an extra $8000 over and above the cost of the actual system cost. While I understand the law states a maximum of 45 days to complete the test, I would expect that the maximum duration should not be the target time frame for review. Rather, I would expect 45 days would be the exception. I understand the norm in neighboring communities is a review completion in less than 1 week. While I am not requesting a change in the established approval process, I am requesting your assistance to secure a more timely approval of the plan so that I have a fighting chance of not loosing the incremental $8000. I will call you today to discuss. Sincerely, 1 TOWN OF NORTH ANDOVER Of NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES r ob' '°aO�� HEALTH DEPARTMENT 400 OSGOOD STREET ' ", Y.. NORTH ANDOVER, MASSACHUSETTS 01845 �'Ss�CMUs t� 978.688.9540 — Phone Susan Y. Sawyer, REHS/RS 978.688.8476 — FAX Public Health Director E-MAIL: healthdemt(a),townofnorthandover.com WEBSITE: hn://www.townofnorthandover.com May 8, 2006 Mill River Consulting Re: 22 Bannan Drive, North Andover, MA 01845 Dear Dan, Enclosed is a plan for 22 Barman Drive. We received this plan on April 24, 2006 from Merrimack Engineering. I had in my records that I had sent a copy to you. However, when I checked with Marianne today, she did not have it on her project listing. The homeowner of this property, a Ms. Nancy Egan came by the office this a.m. Evidently, she and her family are closing on the property (selling) and relocating as of June 19''. They have buyers for the property who currently have a sick child in the hospital, and do not want any stress with regard to the closing on the house. As six days went by, and then our office was closed for the move, this error has now elongated the time normally counted toward the 45 day review process. Under the circumstances, would you please make review of this plan a priority so that if there are variances or major items to be addressed, that there is time to do so? Please call me if you have any questions. I am dropping this in the mail today, so you should have it by tomorrow. Thank you. Sincerely, 0 RLE Pamela DelleChiaie Health Department Assistant Enc: Plan for review — 22 Bannan Drive dated 4/14/06, received 4/24/06; mailed 5/8/06