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HomeMy WebLinkAboutMiscellaneous - 800 Johnson StreetEW* 2 L OWNER: TKZ, LLC 78 GREAT POND ROAD NORTH ANDOVER, MA 01845 ZONING: ZONING DISARICT: R2 ASSESSOR WFORMA770N. TAX MAP 38 LOT 106 WETLAND DELINEATION PERFORMED BY NORSE ENVIRONMENTAL SERVICES LEGEND: AiL = WETLAND RESOURCE AREA 9A (P- - WETLAND FLAG TOF = TOP OF FOUNDATION BVW = BORDERING VEGETATED WETLAN AVL AL 9A AIL IA AIL D ,<v / 7A / 057) d AIL h^ p 18 LOT AREA 54,691 S.F.t BIIc / 2B 38 r ��0 No aQB� � O 0 ;19-1 <0 I CERTIFY THAT THE FOUNDATION SHOWN WAS LOCATED BY AN INSTRUMENT SURVEY AND EXISTS ON THE GROUND AS SHOWN. --.100' BVW BUFFER ZONE 98 / TAX MAP 38 O N/F BJ REALTY TRUST #808 JOHNSON STREET � • � Rebar / Fod un TAX MAP 38 LOT 98 N/F TOWN OF NORTH ANDOVER / 0' 70p OF R®AR 0• w / 31.8 • b 30.0- ElEV 88.40' aa;. FOUC. q' ND ar AnON 10F:102.0 3 ' 160 p °'120 O 22 0 33 pTI y N L 2 uuL auu.allo sac (rn+ 45.1' FOUNC _ NO3'11'10"W #800 / n ou Found Foundd 141.15' NORTH PREPARE 0 F JOHNSON SULLIVAN STREET P.O. BOX ^� F WOBURN, �lJ�r� 1l1/ /(.) (---)--,),o/� North Andover Health Department Community and Economic Development Division August 24, 2017 TKZ, LLC 4 High Street, Suite 201 North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for 800 Johnson Street (Map 38, Lot 106) TKZ, LLC: The proposed wastewater system design plan for the above site dated June 21, 2017 with a final revision date of August 7, 2017 and received on August 7, 2017 has been approved. The design has been approved for use in the construction of a new on-site septic system for a 4 - bedroom (max 9 -room) home utilizing a gravity leaching field system. This design plan approval is valid until August 24, 2020. 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. This approval is also subject to the following conditions: Prior to the issuance of the Disposal Works Construction Permit, the applicant must submit a foundation as -built at the same scale as the approved plan; 2. Prior to the issuance of the Disposal Works Construction Permit, the applicant must submit the floor plans of the proposed dwelling showing no greater than 4 bedrooms or a total of 9 rooms; Page 1 of 2 North Andover Health Department, Town Hall, 120 Main Street, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688. 9542 800 Johnson Street August 24, 2017 3. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit (3 10 CMR 15.020(1)); 4. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincer ly, Brian . LaGrasse, CEHT Director of Public Health Encl. Installers list cc: John D. Sullivan, III P.E., Sullivan Engineering Group, LLC, P.O. Box 2004, Woburn, MA 01888 File North Andover Health Department, Town Hall, 120 Main Street, North Andover, MA 01845 Phone: 978.688.9540 Page 2 of 2 Fax: 978.688. 9542 Sullivan Engineering Group, LLC August 7, 2017 Town of North Andover Health Department 120 Main Street North ,Andover, MA 01845 Re: 800 Johnson Street (Map 38 Lot 106), North Andover Septic Design Plan Health Department: RECEIVED AUG 0 7 2017 TOWNF NORTH ANDOVM TH OEPARTIYIENT Enclosed are the revised Septic Design Plans for the above referenced property for your review and approval. In response to the review letter dated July 20, 2017 the following changes and/or revisions have been made (the numbering system used below is the same numbers in the review memorandum); 1) The proposed foundation drain locations are shown with elevations and an outlet location/elevation 2) The corrected LTAR value of 0.56 gpd/sf has been incorporated into the design 3) The design plans call out "double washed crushed stone" for the leaching field 4) A swale has been shown graphically and noted on Sheet 1 on the southern side of the leach field. 5) The existing grade has been graphically shown and noted on Sheet 2 on the profile 6) The high and low breakout elevations have been shown on the Leach Bed detail. 7) The Septic Tank has been called out as H-20 rated and the model number provided. 8) The proposed septic tank is noted to be H-20. 9) The proposed septic manhole covers have been noted to be 20 inches in diameter. 10) The primary field is 24'x33'. The reserve field is 24'x31'. 11) The finish grade on the eastern side of the leach field was reviewed and has proper cover 12) The slope of the longest pipe from the d -box to the leach field has been revised to provide a min. 1% pitch. If you should have any questions or comments please feel free to contact me. ,Very TAly Yours, PE c{v{t No. 4] 586 Amo f£Cl5'TG� .4.'. r� P.O. Box 2004 Woburn, MA 01888 (781) 854-8644 e-mail: jacksul153@comcast.net na Igrwnw a Au ununcuo urulrs crow Arr AwmaY LEGEND. � � � �A a, PMR4 /FID ARKY AX9 a2F1.11M1 R9V/ EN6•IDI PRS NOT IwI6Mllrc _ —1b— IX iR0 T00T CWIG.R AYR G/AIPANnE DE IPOAnw O ALL U11I11ES OFPICIm d AVT PFADRD. iIE LWINACrUC IMM Rl �tf�1O✓/ 6 DD`6rMIC 9IAfL NTDY of [a^Airpl OF AIL I/M/RS AAV L1wTACr LRO S� OA`x� � IX SPDT pPAOE AT 1-SLFJM-TlST. D1uTrmE ALL UNDERGROUND UTILITY DATA REPREMV7S RECORD WN Rod RR YAN INFORMATIQV RECOVERED THROUGH RESEARCH WITHOUT PW PRro alnx >aPl}R (r'OYRDP-Flrsu6aD) SURFACE DEMARCARON NOR SUBSURFACE wR/FlCAROV. M�'A++r � 0 aRAx YUArRE �pyy}_'� I=O GmBaw m�.w Q YQ ol. 9 fii5 '°A D mAM INE 'tach � ane.WWs 'b�'0 EMT. ,, � L,Ha GII,Qt,E EOP.DAiE 6 PA -1 a lSR,11O IF1VPiF IJ3A 4�P- /k LOCUS MAP, Nr� XErt.vo rsAc coana NOr rP P.,A. �--�� PRDe ar fA1F nAAan PR s. POr oE1R xEt1AN3 DOMEAnw PmF3aYEo \ GENERAL NOTES ---(�- FRm. BY NORSE ENNRONYmTAL SmNCES rW moT mvT� / \ 1. EIEVAn015 — ON ASEO1ff0 DAMI. OFd 0 IESIrIOIE / \ 2 D191W0 RPOm 0 IHfORYAnON fROY 7610 SIR11M. a ME LgIWAC10R 91ALL rub ME xEaslRr rr-I p IFRrnAIKx nsr / 1 sops ro PRDnvr E1050x0 R(ORWIr uo ADURJIT PEremn¢ m rDwNAlrm DRxN / / 4 ALL LVNSmIrCnM VENOUS N9 YATLMALS AULL CwFORIr YRiN ME YASSAONSEfiS OEPARIMEN} OE ANAVIYDIiAL Nrorzcnw STALE ENNROIIxFNTAI / I COR 1111E 3 (PO CYR 1500) Ano ME Xaim AXWWR SOA® a Di IIEALM REOJIRDIEN 5 nlE oF96V ENOWDI AN.nn; IAN. APR10W10 OMER / / mO ARE m EE HOOPED AT U= n X011R9 PPoOR TO wspmnorrs REOJNm BY J10 CYR 1100. m TO BJF REALTY MST / / a. Oa cwrinACTOR 14 ro V OOSOxO 4iE CDrOnO15 AND xOtEY ME ENWOF1r w OG AxY pfFFRN2i SOS JOHNSON STREET NCRM ANDOVER, INA meu / / T. ! CONIR - R PESPdSI91E FM AIL OF 11E XOMlMTK w AMO N]i11CAL Cdin10. a ALL SYSIFn COYP013]IR 3. ME FlRSL TWO XtET 6 EAOI I2E ELwE APFY/CANT.' / / TIRE OCiABI1nW BD)I SMALL INAL a T.— WOOF a 7KL 11L TS GREAT POI[OW3 ROAD A11R o — 1 IT J10 LLR 10..151. ANO AT LEAST ONCE EVFAY TAO YEAIIS NIXiM ANpOYER. MA 01313 10. n115 Mn XIS SED! PNPARm f1A 11f / / CONmcnA OF ANY s YusT eE APPR0IID M Wmwc w ME Euila� 11. 1XEIR AIE NO PUSDc UI AFVATE W018 M1NIX 100 I a I OF mE 4GOFAOSTTT. 1z nss smTM ceSN3r Rsam ro AaexoDATe A aIReA¢ GwroLn. 11 iME mIL PIARD A9 BAOOII ONn 1XE E�1ItllIDN�O 1�ASROLA ®n�1F15 A / / aTO +e w�iw YAr / N1Dcrr a calm wIFA¢ wAmn */ awF� OAHFAEEna 41R.L5 ANDPROF�WS� DAY R TVA YAmFNS Na PROIrBRP. iWTAL co- o-ro— sxzmAna OF SlE6ACE ,0— 1FW AN0 rWWIR DiD9Pl iRESN TNAOE 9XA1L HAK A YREYW SIRE 6 0.O] RET PFA / iPOT. 4ASAR ORAMAR wuL R OEPEDim AWAY TROY ME XOUa t A950I�IPoN SY41DI. 1w WIEIR ARE XO 1NSIRAPoES LESS MAN 00 1 R65FANNrSAVIBIIt MFllS I 100 , AND NO DRAMS F55 MM FFEf / y 5131E]1. TE OTE111No ORS O1�An011M�0 / LOT AREA / IANK 15 PPE PFNE1fUnRR N iPUNDATA. SEPOC THE( AND C5IRBNWI BOA SHALL OE SEATED WM NYORMIDC CEMENT. 31,6w SF.3 10. ME NIA1G !FAEIr 5 M NAR£ WAmJinONT JOINTS TO / nEnuo uOAr nAn vs / uo a A cwPAm : Flwr s..s� Arm ce TP E RAID w � �a AGA. nn1 ar. TLv11IP.wI/D w cwnxuas aRlu x A smNaTr uNE 1T. YAQIDIC YMOONO TIPS SNnL TO PIACm ARQRA / I11 spot mPaYAN1s PwaR TO BADDE1DIa 16 PR6FRIY M: NOf 1DGlED WMw 1!K OE9WIATm wa0IF6uFn frsR PSxF Ji5T0 u. / Yn / wA1ALm OT . COg00RWaC .A 10. ANNUAL YIAVTENNlR 6 ME FSFUAIT iLTFA ON 11E OITSEI spilt TEE IS REOJIRm. / / a ; / ZONIA'a wE1LW0 DEIAIEAnON PEnTaRLBD NDIa FNNFONMENrAL SEANCES (� BY14,10016 a / / PNLP. SOBS. A Tm I.Ns O 2VW. 3n W/40ISTM TNON P.MS ,• H Pki �O ���0 m ���i PR[P. N-23 COVG IAIIT OF 3 FOOT ONAdC (iYP) •Rim �/ _ r�b ) D-BOK - 9 OU1LEi f2L YAIFRIAL m YE£T SPE�rGTR1n N Sm110V , C` 15155(.1) OF ONE 3 CCOE I - a5.1e ) n ".'� � PAO^. 1,300 GALLON COVC..4PIID / ,:. TANK PROP. b YIL NIXK BARRPR 10P OF BARPoER � 9857 (YdJOJ11WC) I `I`�"VAi- :� LOT BOTRNI OF BARI@R -96.37 MSTALL F OFT FDR 6 SYSIEY T " •+ 1r mer rl Y ' 1 i /b �, J4o' lam+ w BLr•.LO J0v 11 4 6E MVE mot/ Y � IiO�A(IIP) 1 � 1 D.Ma.mra L n 1 1 �v Ni°T xYY mwxe `��f°�' 'a L 1_I j_ I CERTIFY THE LOCATION$ ELEVATIONS AND TIES 9WYM ON THIS PLAN b t>9 \ gTM1Of?I XA'arFarcim�ar Ep �r 16G6.wImr S00Li RESULT FROM AN ACTUAL SURVEY MADE ON THE GROUND. www N` y\� ]ST � /----------- ---__8-1-2011 .-1-2011 / JOHNSON STREET JOHN 0. SUWVAN, m P.E. DATE. w W 800 JOHNSON STREET TAX MAP 38 LOT 108 BDTwFeB� STAKE a nAz EWW DAMM PLN LOCAAED DF Amrr an MTW NORTH ANDOVER, MASSACHUSETTS tom PREPARED FOR M, LLC SCALE. 1"— 20' DA?W.- JUNE 21, 2017 PREPARED RY SULLIVAN ENGINEERING GROUP, LLC GRAPHIC SCALE srlle r'.oa• REVISIONS r.a eoz mo, roBrTRn MA weeB FEET 200 10 YO w BO 1 (PBI) B61-8611 _ — — 1 B-7-171PER gEEtEw caYTFIIrs Jos Jos n0. DATET—'N'NBY Gin SHIM No. 1 OF 2 SOILS INFORMATION: R3TY119 NfBE MAfL91ID BY SYN A .aUA1'.1N a PE. ASE WYAT R. NI7! BY L51C BAIIF OOISILVNTTANT R) 801 e u.�••o'�' eu'�xwe z e -'e x•sw A a ro m ya v-ro• a m .ln a•-�o• curcN a. ulir°ze `✓°w rr� o-u�aresaiim r� Y1`rnAB •Ar YIm1Aa •x• an.BN1RP NDWo •3m aP4YN.DR Pmwc•x• eANss • we Awzs •NPY PN�vr"ili"� �v �a • � �s ro t>� w r-ra• �A a roam w .w aar• o-uNX aria•r zerV• m' -m' NB arrayz5rw _ f.>.� Nm•IP • rr ru Amso •aI• IOI�mr :.PIE �musW • xac B Berri r >-r mV o• -r am N ra• ,�� �azl0ro w rw• r�1w � a rra z3 r w m•-rr n :°v, r6As • IP• ATewn.a7 rnNa • Ar D><wra7 •Nor rw Arowv •APs muss •nor � • ror Pr• roll 0./1 ?-ro• ��a IF i� °•i -n `�Iw Au isiy �' rr� Iw rs iarr°ejiw rnlc . a:• mzrns) wrr e • Ir r .+..o OlPMMRA N4PAY •MIN 10. PEFPP•' • 6YAF an1x5L •src gauss •NPt I Y THE D MAT IN OCTOBER 1D95 1 PASSED RIE SOL EVi) THAT 1C AW A ALYSS 9 BY ME OEPAR)LD1T OF p1MAWYFHTAL PA0IECTION AND THAT iNE ABOV£ ANAlY95 WAS PFBTABNm BY CONSISIFNT WM THE 7RDIARED RIAax4 EXPEAirSE AND EXPERIAA[ OESYRfBEO NI ]IO1a CMR 1101z w aa� DAR' B-7-20.17 AWNA SIALVAN 0 (SE UC / 2]78) DATE TEST NO. DEPT} BDT. ELEV. RATE 6/11/17 1 1 3r-50' 90.43' 12 MPI 6/11/17 2 34 --Sr 92.16' 9 MPI PERCOLATION TEST RESULTS 4• SWD PVC SLYL 40 COVER TO WITHIN OF FINISH GRADE ' R�,,Gt` Iw to 100 95 w 92 SYSTEM PROM SCALE 1•-1D• (HAR) I'.Y (1vrTrc o w LENADE(2X MIN) 96.65- 9 MIN. EXCLUDING TOP SOIL 2' OF i/B• TO 1/r BREAKOU 36' MAX INCLUDING TOP SOIL WASHED STONE 4- (HIGH SIC 9652= BREAKW P.V.C. 4' PERF. Sw t ° ' df bb 0-1bb ° • od 2 ' o'0. gyp. y• o� (LOW SDI W/ FlCES °. O4• 6' �4: tS �O •E: O� W E: O� ['S t6` b0 8' 3/4' DOUBLE WASHED STONE` 24' TO PREVENT BREASLOPNOUP. THE FlNISHED SIDE ES OF THE PROPOSED SOIL ABSORPTION SYSTEM 4 LEACNWO w1ES TO BE PROVM SHALL NOT BE STEEPER THAN 3:1. A MINIMUN 15 FOOT HORIZONTAL SEPARATION W7WLEAp6N0 BED AS SHOW DISTANCE SHALL BE PEo ADED BETWEEN THE SOIL ABSORPTION AREA AND M9IEETI OF 2 THE ADJACENT SIDE SLOPE LEACHING BED DETAIL NOT TO SCALE SYSTEM PROFILE NOT TO SCALE ALL MNG TO BE A MIN. OF SOLEDULE tG PVC . A NNNwN a< r P' CALFR FINISHED GRADE SEPTIC TANN \ "� A•N vl)°co� PROP. 1.500 GALLONI CONCRETE SEPTIC TANK fMnmlllNrr - YawwO (N -m Mlm7 6' CRUSHED STONE BASE >ro• DIA CLFAN0IT LDVER 3 PLACES C 3' 0 4- off 'uncr L� IWII VELtEV2J F. LIQI -SHEA N._L- l •.5061910) 51011E COIPACIE➢ BA4 1YF]011f NOTES: S11:00Y %IEW DOE NO. 114-1300 H-20 113,IT5jl 1. GOILRflE: 4�OLp 1`a MR6MVM — a VAYS 2. DESA" COr1FDPE6 MIN 510 CLW 13.00, IEP RDE 3 BEGS EDN SEPTIC TINI6. 3. All RENFORCOIENr PEA ASTM C1227-0.1. SEPTIC TANK (MONOLITHIC) 1500 GALLON DISTRIBUTION BOX SEPTIC TANK BUOYANCE CALCULATION: MAX ? S•PIIC TAr•r w.zs' SEASONAL GROANMATFR TAOf - B40f (Ai T tOGROi) UR1R FORL£ -V. ..r. Q75 z .4 LYS = 4768 !!fi XEfOR W TANK (NIM: 'Al- IBS > 2.RM IBS (010 FIRST 2' TO BE LEVEL 2X SLOPE (MIN.) r OF 1/B' TO 1/2 - WASHED STONE 9' MIN. EXCLUDING TOP SOIL a PERF. SCH. 40 PIPE 36' MAX INCLUDING TOP SOIL W/ 7/e'-5/6' ONFRES 5=0.005 7. 40 .15 6. OF 3/4' EL-8aoo, DOUBLE WASHED STONE EL�l.SO' C MIN GROUNDWAIT ELEV.. 95 (BASED ON DTHF7) LEACHING BED: 24' WIDE X 3Y LONG ELEV. CAP f 2 -D•~i 3.1 (1) 4' INLET 2'-1' 000 T(9) 4' DIA OUTLET PLASTIC PIPE SEAL r Ac - 2• 2 1/B'� PLAN VIEW SECTION VIEW 9 OUTLET H-20 NOTES: WE>cHT DEL No. B-90BN W CWFA OBI 1. C011C M 4000 P9 LD6MIIM AFIER 28 MM 2 TITLEN CO 1/[111 310 CMR 1tl= SA00 DEP I PPOME A• WD9IED S(PE BASE TIRE 3 BEGS.. FOt ➢ISTRIIUTIOL B�1 � 0.(L o -SW g111£W D) BE AT RE SAK FIEYARW 3) o-BAIt ro a AX1mnPR D•BOX (9 0Ui 0 BYSHEA CONCRETE PRODUCTS N.TS DESIGN ANALYSIS: REVISIONS 7-17 POt BENEM NYNF1Vi5 .OS SOS ESTWTED DARY PLO/': 111 HA h I BY 101 4 BEDROOM HOVSE (PDIPASED) 4 emamLs % 110 (WD/BEOROOM = 410 W (STATE RFL) 800 JOHNSON STREET TANK VOUINE: 39PIL' DJ3MW DESIGN ADN - 410 CPD 140 M X 200} = BBO WO PUN LOCATED IN NORTH ANDOVER, MASSACHUSETTS IFIGIING AREA IIEpUOrED: COTJNTY P13t=ATON PATE - 12 M.P.I. (CIAO 0 50.6) PREPARED FOR ob6 OPO/SF IFACXINC ABF/ PEAUOUD: TA31 LEC 140 WD / 0.x LPD/5F - 786.71 S.F. SCALE: I"- 20' DATE: TUNE 21, 2017 LFACHINO AREA PROAOED: PRP.!_a_r.D AY Al2 W➢ OED7 71ISSFE XBEQ w '102 SULLIVAN ENGINEERING GROUP, LLC DULY FLON CAPACITY:P.O. BO]• 2001 MDQ YI A7BBB (M2 SFX 038 GPD/SF) - 40.132 M (TBI) BEI -8814 443.52 01`0 > 110 TWD FWD SREEsT NO. 2 OF 2 North Andover Health Department Community and Economic Development Division July 20, 2017 John D. Sullivan, III P.E. Sullivan Engineering Group, LLC P.O. Box 2004 Woburn, MA 01888 Re: Subsurface Sewage Disposal System Plan for 800 Johnson Street (Map 38, Lot 106) Dear Mr. Sullivan: The proposed wastewater system design plan for the above site dated June 21, 2017 and received on June 23, 2017 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item where applicable. 1. On sheet 1 of 2, the foundation drain location and elevation were not shown (NA 3.2). 2. On sheet 2 of 2, the Design Analysis indicates the incorrect LTAR of 0.61 gpd/sf for a percolation rate of 12 mins/inch in a Class II soil. It appears the pressure distribution LTAR was used instead of the gravity LTAR. The correct LTAR is 0.56 gpd/sf in accordance with 310 CMR 15.242(1)(a). 3. The design plan must indicate all stone in the leach field shall be double washed stone (3 10 CMR 15.247(a -b). 4. On sheet 1 of 2, a swale is required on the southern side of the leach field (3 10 CMR 15.255(2). 5. On sheet 2 of 2, the existing grade was not shown in the system profile view. 6. On sheet 2 of 2, the Leach Bed Detail indicates only the breakout elevation on the low end of the leach field. The breakout elevation (98.65) on the high end should be indicated as well. 7. On sheet 2 of 2, four septic tank model numbers are depicted and refer to 2 -piece tanks. Please indicate the model number for the proposed septic tank to assist the installer (NA 3.2). 8. Indicate if the proposed septic tank is H-10 or H-20. 9. Indicate the size of the proposed manhole covers on the design plan. North Andover Health Department, Town Hall, 120 Main Street, North Andover, MA 01845 Phone: 978.688.9540 Page 1 of 2 Fax: 978.688. 9542 0 Although not reasons for disapproval, you may wish to consider the following: 10. The primary and reserve leach fields are designed using the same LTAR but the percolation rates are different. The primary leach field can be sized slightly smaller than the reserve leach field based on the LTARs of 0.60 gpd/sf (9 mins/inch) and 0.56 gpd/sf (12 mins/inch). 11. On sheet 1 of 2, it appears the finish grading on the eastern side of the leach field will provide limited cover above the top of the impervious barrier. Please review the finish grading to ensure appropriate cover material is provided above the barrier. 12. The slope of the longest pipe from the distribution box to the leach field lateral is approximately 0.002. It is recommended to have slope of 0.01. Please feel free to contact the office or Mill River Consulting at 978-282-0014 with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Since ly, Brian I LaGrasse, CEHT Director of Public Health cc: Robert Harding File Page 2 of 2 North Andover Health Department, Town Hall, 120 Main Street, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.9542 TOWN OF .NORTH ANDOVER Community & Economic Development HEALTH DEPARTMENT 120 Main Street NORTH ANDOVER, MASSACHUSETTS 01845 978.688.9540 — Phone 978.688.9542— FAX E-MAIL: healthdept@northandoverrna.gov northandoverma.gov WEBSITE: http:!/www.northandovenna.gov SEPTIC PLAN SUBMITTAL FORM RECEIVED 6123 JUN 23 2011 Date of Submission: '� TOWN OF NORTH ANDOVER 0A HEALTH HEALTH DEPARTMENT Site Location: 800 .TU�1�nScsr ��'c�eJi Engineer: New Plans? review only) 5('1ry4n) Yes-$275/Plan Check # 2 Sg77 (includes 1" submission and one re - Revised Plans?Yes $125/Plan Check # Site Evaluation Forms Included? Yes V No Local Upgrade Form Included? Yes No Telephone#: 9?9-8S2-4602. (fi )Mpg: -Tel', 7B1- 8S4-$649 (TOA S"IIiVah) E-mail: +ZeVf A CDM( ' ..mii Dp rt a. Zv&.0 �1�,(� Homeowner Name: FR?at��v �ct, IV 1 G OFFICE USE ONLY When the 'ssion is complete (including check): ➢z Date stamp plans and letter Complete and attach Receipt ➢ Copy File; Forward to Consultant Enter on Log Sheet and Database 6 v CLEW AIm EAEE R 51tl1E5 MD OWmERS I T M OR SEAMY AlTmNSMAK PRtlIItlT_ RNK COVER ABO £ ME SYSTESE 91At1 Be Gu,DET m Rmua AFYTRAT W a —Am wATR Atm YNAS W09ON. RMS, ORAOE --A— AM HALLMAT£A—AAflE NO IiBIMITAMFS 325 FEET, HOHO / I w I y R6IXW WS/PUBYC WFLS lE 5 InM A00 FFE'T..VB NO DRNHS =�� LE55 TiAN 50 FEET TROY TIE A RAVE DPROPA5 SUBD O. tlEPOSAL SYSTY TIE OEflIMO DR N01 MHO.. TNA( TAT AREA I IS PFNfIRATWS IN iWNOATW, 4PRC AHD % 54,681 S 1 m0 SflYR�1�5 TO IUK�MA1ERTtM JtlN1A NYd�T. 1 tNO W A CO k E1RY BASF, MD m BE IASr W W NMMICUS CRAOf dA STflA1tlIT UNE 1v 8' WNO ALO ]RS4tsF. (mOAilay 17. YAGNETC YARMXO TAPE SHNL BE PLACm AROJfID /� / I ALL SEP11C CWPtl1D1T5 MaOfl m BACITH. YN. NNND IaID (ESS CSA): SLeN ss. 16 TITS PS— OF IB NOT LOGIm RTtl! TIE OmDNATD WA0. M OF WfE OOtlO06WOt 1R. ANNUK MAOIIFNM•4E W TT: EEFLIGT F61m W TIE WHET SEPTIC / / IEE LS REOJBIO. � I I ZONING, WETLAND OWNEATW PER:ORMED / / iG•kvc DafscF! RA BY NORSE ENNRWYENTK SEANCES .� / e I PROP, SEA RING OLD 24'W , Bm AREA % Jlt \' w/ 4 DISlsrRmunW uNEs P ,--- --- D -BO / ,x o 1a00rrErt°Y':aY Bo X-20 CWG �� _ EMIT GT 3 FOOT OVERgC (M+) T-90UR£r _ .�I._-_ MS FlLL NATpNAL OF mYFET �EOFlGN SOOD .:...m / ;.^\ •. �., 13255(J) O< RITES 3 WOE PROP. f,SW CNLDV CDNG SEPDC PROP. 40 IJIL IIDPB BARRIER TANX DIWDUnBt) ' j TOP OF BARRIER - 5152' / ��T�,SO•Z�"" - BDTTW OF BARREN - 96.52' y I.AQ `L µPFa7 MSTNL V CFF mm OF 5Y'TDI Ti 1��% '+. wea AonAMc Ixi Mai 4 'a;�= I AwN / aecw."'D + xiPT.II tae w 4 xcWg. I G+Fc n o' .nm r '. D °T1ETar / 1 I u NAF wFYz e°mn�j ummER f L ie - ,� 'hP I 1 CERlF.Y THE LOCATIONS, ELEVATIONS AND TIES GI, 's�eAw;SHOVIN ON THIS PLAN RESULT FROM AN Im /ACTUAL SURVEY MADE ON THE GROUND. 0 cF.E : � • xT� Bi RcuTv nwxi'i % 05 S.n, aSfi' I SST AA AH45W sFIBST PIE /. F ?'qL mr'SE4wIi � •' J C M Gmn senl� •.�. 0.� 8-21-2011 JOHNSON !STREET JOHN D. SULLIVAN, III P.E. DATE: 800 JOHNSON STREET �.� TAX MAP 38 LOT 108 IHN AWW DAMN PIAN LOCA7WD IN EiEvlo6or NORTH ANDOVER, MASSACHUSETTS ASSUYm DAMN SSEX COUNTY PREPARED FOR T",, LLC SCALE.• .1"= 20' DATE.• JUNG 21, 2017 PREPARED RY GRAPHIC SCALE SULLIVAN ENGINEERING CROUP, LLC scue r"m' RENSIONS P.D. Boa .B4 FEET o ro 2P M BD 1 mzRA: ,a 01,B8 IN. DATE DESCRIPRW BY ORKb sHEET NO. 1 OF 2 LEGEND. 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MD AT (FAST tlICE Ek TMT YEARS NORTH ANDOVER, YA 01815 / / 1G 1X15 PIM HAS BETH PREPARm Fm ME WNSR —ON OF THE PROPOSED 4PDC SYSIFY ANY Musr BE AR r —0 BY THE a-0— 11, THERE NO PUBIm W MSVATE —S YETBN IW OF TIE lGpRiO FACIl1Y. I ► I 12 THIS $Y51m IS MOT OtSOIm m ACNEIWAm A I GRBAES GRAIDDt / 1] TIE SqL PLACED AB BAD01LL OVDi IME Yb ES I I IXNC TF50. MRD M NF1S SVEHgF1iRY CfA@ACTD TO PRw. AY / I CMIECT SIiNFACE wATDE "N MOVE TIE MIEM. BAOOOL MUST BE T CLEW AIm EAEE R 51tl1E5 MD OWmERS I T M OR SEAMY AlTmNSMAK PRtlIItlT_ RNK COVER ABO £ ME SYSTESE 91At1 Be Gu,DET m Rmua AFYTRAT W a —Am wATR Atm YNAS W09ON. RMS, ORAOE --A— AM HALLMAT£A—AAflE NO IiBIMITAMFS 325 FEET, HOHO / I w I y R6IXW WS/PUBYC WFLS lE 5 InM A00 FFE'T..VB NO DRNHS =�� LE55 TiAN 50 FEET TROY TIE A RAVE DPROPA5 SUBD O. tlEPOSAL SYSTY TIE OEflIMO DR N01 MHO.. TNA( TAT AREA I IS PFNfIRATWS IN iWNOATW, 4PRC AHD % 54,681 S 1 m0 SflYR�1�5 TO IUK�MA1ERTtM JtlN1A NYd�T. 1 tNO W A CO k E1RY BASF, MD m BE IASr W W NMMICUS CRAOf dA STflA1tlIT UNE 1v 8' WNO ALO ]RS4tsF. (mOAilay 17. YAGNETC YARMXO TAPE SHNL BE PLACm AROJfID /� / I ALL SEP11C CWPtl1D1T5 MaOfl m BACITH. YN. NNND IaID (ESS CSA): SLeN ss. 16 TITS PS— OF IB NOT LOGIm RTtl! TIE OmDNATD WA0. M OF WfE OOtlO06WOt 1R. ANNUK MAOIIFNM•4E W TT: EEFLIGT F61m W TIE WHET SEPTIC / / IEE LS REOJBIO. � I I ZONING, WETLAND OWNEATW PER:ORMED / / iG•kvc DafscF! RA BY NORSE ENNRWYENTK SEANCES .� / e I PROP, SEA RING OLD 24'W , Bm AREA % Jlt \' w/ 4 DISlsrRmunW uNEs P ,--- --- D -BO / ,x o 1a00rrErt°Y':aY Bo X-20 CWG �� _ EMIT GT 3 FOOT OVERgC (M+) T-90UR£r _ .�I._-_ MS FlLL NATpNAL OF mYFET �EOFlGN SOOD .:...m / ;.^\ •. �., 13255(J) O< RITES 3 WOE PROP. f,SW CNLDV CDNG SEPDC PROP. 40 IJIL IIDPB BARRIER TANX DIWDUnBt) ' j TOP OF BARRIER - 5152' / ��T�,SO•Z�"" - BDTTW OF BARREN - 96.52' y I.AQ `L µPFa7 MSTNL V CFF mm OF 5Y'TDI Ti 1��% '+. wea AonAMc Ixi Mai 4 'a;�= I AwN / aecw."'D + xiPT.II tae w 4 xcWg. I G+Fc n o' .nm r '. D °T1ETar / 1 I u NAF wFYz e°mn�j ummER f L ie - ,� 'hP I 1 CERlF.Y THE LOCATIONS, ELEVATIONS AND TIES GI, 's�eAw;SHOVIN ON THIS PLAN RESULT FROM AN Im /ACTUAL SURVEY MADE ON THE GROUND. 0 cF.E : � • xT� Bi RcuTv nwxi'i % 05 S.n, aSfi' I SST AA AH45W sFIBST PIE /. F ?'qL mr'SE4wIi � •' J C M Gmn senl� •.�. 0.� 8-21-2011 JOHNSON !STREET JOHN D. SULLIVAN, III P.E. DATE: 800 JOHNSON STREET �.� TAX MAP 38 LOT 108 IHN AWW DAMN PIAN LOCA7WD IN EiEvlo6or NORTH ANDOVER, MASSACHUSETTS ASSUYm DAMN SSEX COUNTY PREPARED FOR T",, LLC SCALE.• .1"= 20' DATE.• JUNG 21, 2017 PREPARED RY GRAPHIC SCALE SULLIVAN ENGINEERING CROUP, LLC scue r"m' RENSIONS P.D. Boa .B4 FEET o ro 2P M BD 1 mzRA: ,a 01,B8 IN. DATE DESCRIPRW BY ORKb sHEET NO. 1 OF 2 SOILS INFORMATION: IEBr WR KFRL PFMtlBBB BY J,YM 0 SUWYAN! PE, GS£ w AY 14 Jm)l MRLS4D er Asslc Bloc caaunwr ro evl DeX xa / Tar nr.nl-a eu1-Asa uc�r°i• Ara l°°MM•/�8n8 L�Iw, IB'°w°o''•" sa l°oMiR'VJM irm o-urLe armour Xa✓4/ it -m• /u sr/auiu rW • nr oedinr"m+®+c rad orawMirm smc lar Brows ! Iwr mnsN . 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EXCLUDING TOP SOIL 1 2' OF 1/8' TO 1/2' 36' MAX. INCWOING TOP SOIL WASHED STONE e PERF. P.V.C. f�A' s." 4n o sx" s5';, ak.W1 ERR n. oQ $o 'd: 04, Aid: 04, dP'd: 04, $: 04 �o : 04 yo 6• 3/4' WASHED STONE F I I � 6' T 6' � 8' 3' OF FINISH GRADE 1 In PREVENTBREAKOUT 24 -il �• (1p) F' SOUP PVC SCFI M THE FINISHED SIDE SLOPES OF THE PROPOSED SOIL ABSORPTION SYSTEM 4 LEACHING ONES TO BE PRONOID SHALL NOT BE STEEPER THAN 3:1. A MINIMUN 15 FOOT HORIZONTAL SEPARATION DISTANCE SHALL BE PEOYIDED BETWEEN THE SOIL ABSORPTION AREA AND MININ LF404MC 90 AS VOW ON SHAT 1 OF 2 THE ADJACENT SIDE SLOPE 5=0.01 LEACHING BED DETAIL S-0.020 NOT TO SCALE (21) a' SOVG Pw SCFL ap SYSTEM PROFILE NOT TO SCALE 102.00' ALL PIPING TO BE A MIN, OF SCHEDULE 40 PVC zG• EDA LI.EAlLA [OVER 3 PLACES EDI J 1' TAPER PLM YEW _ r4' RP I6' N -2m r y Oum LEVEE) t .... •OPTIDNAL .'iBAFFLE VALL `-SEE NATE S 4' 4• SHEA •. p' WM91m SfwE GtlMACTFD B,L �GHI NOTES: SET;I'ON MEW 0. -15GD STAHa42D 11 p7p 1. CONGRM' 4.000 P8I MINIMUM AFTER 28 MMS. M-1500 H-20 13,135 2 --N C R-- WIM 31O CMR 15.00, DFP TK-1S002G mAN 112 -nil TRIS 5 REGS, FOR SEPTIC TANXS. TK-15W2CH H-20 1<}ps/ 3. ALL RDNMK METT PER ASTM CI227-83. 4. METE WNL OMONM. FOR TWO COMPARRPJIT TANS. SEPTIC TANK (MONOLITHIC) 1500 GALLON SE277C TANK allQYANCF CAI Cr/1 ATIOM BOT sPnG TANK - W.23' MAX SEAS At GOIBDWATER TA - eft (AT TANV LOC.IMR) UPUFr FORM 105 X S87' X 475 X 624 — - 2188 1a5 WOGNT GF TANK D-T(J: 12470 IPB > 2106 IBS (w) -FIRST 2' TO BE LEVEL /— 2% SLOPE (MIN.) 2' OF 1/8' TO 1/2' WASHED STONE 9' MIN. EXCLUDING TOP SOIL 4' PERF• SCM. 40 PIPE 36' MAX INCUJ�ING TOP SOIL W00055 ORIFICES 6' OF 3/4' WASHED STONE GROUNDWATq 4' MIN ELEV. &915 _s (BASED ON DTH/7) LEACHING BED: 24' wn �P-O.�J _ 3•� CI) 4' INLET T(9) 4' DIA OUTLET 2'-l' -Tf —. 000 PLASTIC PIPE SEAL r nn 2u2 2' PLAN MEW SECTION NEW 9 OUTLET H-20 NOBS: WEIGHT REL N0. B-eOBN W/fpyER par 1. CONCRETE: 1,000 PA MINIMUM AFTER 28 MYS L DESIGN ODNTIXRl6 VITH 310 CMR ESBm DEP BPS` TITLE a REQS. FTA ➢ISTRFL/TION ➢OkCS. � W6 6' OIU9m STONE w.m ALL O�p,T aIIIAS ro ff Ar ME 694E ElEVAilw 3) Omar ro t:E wmrnwr D -BOX (9OUTUM BYSHEACONCRETE PRODUCTS N.T.S. DESIGN ANALYSIS: mmm MRr FLOW: 4 BEDROOM 4 BEDROOMS XO 110 (CPD/BEOmRGOM = W CPD (SPATE FEC) TANK wwue 800 JOHNSON mSICN ROW _410 CPD SEDW DINGN . 410 CPD X 2008 - 880 GPD T® LOCADV I ---GN. OR S MINIMUM) NORTH ANDOVER, MA: IFACMNG AREA REWFtE0: EESS$W C0172V7 PERMLAMN MTE - 12 M.P.L (CLASS 0 SOIL) LTAR. = .—p/sE PREPARED FOi lE4CMRG AREA REOUIRED: TA% LLC aro Gro / D.el oro/SF SCALE: 1"= 20' DATI LEAL111N0 ARF" PROMOEO: LEACHING BED : 24' WIDE X 31' LONG = 744 S1. PREPARED BY 744 SF >- 721.31 SF REQUIRED SULLIVAN ENGINEERING T -—P.. FLOW GPACrIY: BDX M. SF % 0.p1 GP➢/sF) = 03)94 cP0 wow”. RA Olppe 4 CPD > MO CPO RE0'D _ (781) 864-8044 CAP COVER TO WITHIN 6' N01E A wrAMUN o<n' OF mom TOE FRONDED aWER SFPnc TANK FINISHED GRADE OF FINISH GRADE ANp omBmunw eaE �• (1p) F' SOUP PVC SCFI M DISTRIBUTION BOX 5=0.01 WATERTIGHT S-0.020 �� (21) a' SOVG Pw SCFL ap BOX (H-20) _ FL599.OJ' mn � "w:rr 4 DUD PVC S=VARIE ..T FLOOR PROP, 1,500 GALLON CONCRETE SEPTIC TANK 6' CRUSHED d-• STONE BASE _A9.20 (unT1➢nR _ a+a+D1G) m pE Papwv Ar Au f0' MIN. N BLDG •O N E B lLNt158' P}_�g,7„n• amus /Aal D -BDA' Y,42 wOlxrOw � 6' CRUSHED STONE BABE ruWr ¢.-aXaas I _ 20' MIN TO BLDG zG• EDA LI.EAlLA [OVER 3 PLACES EDI J 1' TAPER PLM YEW _ r4' RP I6' N -2m r y Oum LEVEE) t .... •OPTIDNAL .'iBAFFLE VALL `-SEE NATE S 4' 4• SHEA •. p' WM91m SfwE GtlMACTFD B,L �GHI NOTES: SET;I'ON MEW 0. -15GD STAHa42D 11 p7p 1. CONGRM' 4.000 P8I MINIMUM AFTER 28 MMS. M-1500 H-20 13,135 2 --N C R-- WIM 31O CMR 15.00, DFP TK-1S002G mAN 112 -nil TRIS 5 REGS, FOR SEPTIC TANXS. TK-15W2CH H-20 1<}ps/ 3. ALL RDNMK METT PER ASTM CI227-83. 4. METE WNL OMONM. FOR TWO COMPARRPJIT TANS. SEPTIC TANK (MONOLITHIC) 1500 GALLON SE277C TANK allQYANCF CAI Cr/1 ATIOM BOT sPnG TANK - W.23' MAX SEAS At GOIBDWATER TA - eft (AT TANV LOC.IMR) UPUFr FORM 105 X S87' X 475 X 624 — - 2188 1a5 WOGNT GF TANK D-T(J: 12470 IPB > 2106 IBS (w) -FIRST 2' TO BE LEVEL /— 2% SLOPE (MIN.) 2' OF 1/8' TO 1/2' WASHED STONE 9' MIN. EXCLUDING TOP SOIL 4' PERF• SCM. 40 PIPE 36' MAX INCUJ�ING TOP SOIL W00055 ORIFICES 6' OF 3/4' WASHED STONE GROUNDWATq 4' MIN ELEV. &915 _s (BASED ON DTH/7) LEACHING BED: 24' wn �P-O.�J _ 3•� CI) 4' INLET T(9) 4' DIA OUTLET 2'-l' -Tf —. 000 PLASTIC PIPE SEAL r nn 2u2 2' PLAN MEW SECTION NEW 9 OUTLET H-20 NOBS: WEIGHT REL N0. B-eOBN W/fpyER par 1. CONCRETE: 1,000 PA MINIMUM AFTER 28 MYS L DESIGN ODNTIXRl6 VITH 310 CMR ESBm DEP BPS` TITLE a REQS. FTA ➢ISTRFL/TION ➢OkCS. � W6 6' OIU9m STONE w.m ALL O�p,T aIIIAS ro ff Ar ME 694E ElEVAilw 3) Omar ro t:E wmrnwr D -BOX (9OUTUM BYSHEACONCRETE PRODUCTS N.T.S. DESIGN ANALYSIS: mmm MRr FLOW: 4 BEDROOM 4 BEDROOMS XO 110 (CPD/BEOmRGOM = W CPD (SPATE FEC) TANK wwue 800 JOHNSON mSICN ROW _410 CPD SEDW DINGN . 410 CPD X 2008 - 880 GPD T® LOCADV I ---GN. OR S MINIMUM) NORTH ANDOVER, MA: IFACMNG AREA REWFtE0: EESS$W C0172V7 PERMLAMN MTE - 12 M.P.L (CLASS 0 SOIL) LTAR. = .—p/sE PREPARED FOi lE4CMRG AREA REOUIRED: TA% LLC aro Gro / D.el oro/SF SCALE: 1"= 20' DATI LEAL111N0 ARF" PROMOEO: LEACHING BED : 24' WIDE X 31' LONG = 744 S1. PREPARED BY 744 SF >- 721.31 SF REQUIRED SULLIVAN ENGINEERING T -—P.. FLOW GPACrIY: BDX M. SF % 0.p1 GP➢/sF) = 03)94 cP0 wow”. RA Olppe 4 CPD > MO CPO RE0'D _ (781) 864-8044 CAP 511-7-1- o / - 5-0-d 7425--b'7 C'on S�.r'✓a-��o11 6zorin5 *1" TOWN OF NORTH ANDOVER •°`"'�' . Community & Economic Development RECEIV ,- HEALTH DEPARTMENT Y 120 Mainn Street f )raj 7 NORTH ANDOVER, MASSACHUSETTS 01845 TOWW OF NO"Ty A"!DOVER 978.688.9540 — Phone HEALTH DEPARTMENT 978.688.9542 — FAX hen lthdept cc northandoverma,gov www.northandoverma.gov APPLICATION FOR SOIL TESTS ft DATE: �1f I I MAP & PARCEL: �'t^4 0 LOCATION OF SOIL TESTS: �y J6 6r OWNER: SID, 'Z60 Contact #l: APPLICANT:--TI<'Z LLLC Com 7 MORuJ �q Contact #: ADDRESS: 201 n Ajar -4\ AvJbLe(,� Jk A 0 I2q.5' ENGINEER: SL)Ujma Contact #: 7YI CERTIFIED SOIL EVALUATOR �•���� ��VI V ���i �.J—� Intended Use of Land: Residential Subdivision Single Fami=I-Jome Commercial is This: Repair Testing: Undeveloped Lot Testing: Upgrade for Addition: In the Lake Cochichewick Watershed? Yes No .. X RECEIVED APR 2 6 2017 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT THE FOLLOWING MUST BE INCLUDED WITH THIS FORM 6 to". tuek A Proof of land ownership (Tax bill, or letter from owner permitting test) 8.5"x ]]"Plot plan & Location of Testing (please indicate test Rit sites on lite mann)' ➢ Fee of $585.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of $440.00 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. A Full payment will be required for all additional tests within two weeks of testing. D Within 45 days of testing, a scaled plan (no smaller than I"-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 proval Date: Signature of Conservation Agen Date hack to Health Departtnet : (.st /lip in): 1 7840 o o3r •� ,..o ., rc . _ s Town of North Andover `�.�s :;;,o :•�' HEALTH DEPARTMENT SACHUSf CHECK #: Q `/S DATE: v. 0 % LOCATION: 800 M&ay) H/O NAME: (fxe,26c,11 CONTRACTOR NAME: Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service - Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal (Septic) Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPTIC Systems xSeptic - Soil Testing ❑ Septic - Design Approval $ ❑ Septic Disposal Works Construction (DWC) $ ❑ Septic Disposal Works Installers (DWI) $ ❑ Title 5Inspector $ ❑ Title 5 Report $ ❑ Other: (Indicate) $ Hea gent Initials White - Applicant Yellow - Health Pink - Treasurer From: Randy Hart randyhart7l @yahoo.com Subject: Fw: Authorization Letter for 800 Johnson Street Date: Yesterday at 9:52 AM -T(I: Tom tzeke@comcast.net Keep smiling Randy Hart RE/MAX Partners Hart of New England Team 44 Park St. Andover, Ma 01810 Cell: 508-662-0022 Office: 978-475-2100 Fax: 978-470-3040 On Tuesday, April 18, 2017 9:25 AM, "AnthonySalerno .AndoverResidential.com" <apsalerno verizon.net> wrote: Hi Randy, The trust attorney has given me authorization to allow the buyer to go forward with the soil tests he is suggesting. Note, the CC's above as they are unavailable to write the authorization. Meantime, if the buyer could give us some type of schedule and performance to closing it would be appreciated as we all left the offer open ended. Thanks, Tony Be Well! Anthony R Salerno, Realtor 978.828.7642 AndoverResidential.com "Helping Buyers & Sellers Move On!" Ori Apr 14, 2017, at 10:12 AM, randyhart7l@yahoo.com wrote: Hi Tony See below request. Thx Sent from my Phone Begin forwarded message: From: Tom Z <tzeke@comcast.net> Date: April 14, 2017 at 8:59:04 AM EDT To: randyhart7l @yahoo.com Subject: Authorization Letter for 800 Johnson Street Hi Randy, As we discussed, can you please get an authorization letter from the Sellers attorney (Nick Chapman) indicating that: TKZ LLC is authorized to perform soil tests on the site pursuant to Town of North Andover regulations. Emailing the authorization is fine. Thanks. Sincerely, Tom Z. Sent from my Pad 1 1 1 1 •Zi U. 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Additional data provided by the Executive Office of Environmental Affairs/MassGIS. The information depicted C� on this map is for RoadsC t-, Easements - 11' 9 planning purposes only. It may not be adequate for legal boundary definition or regulatory interpretation. THE TOWN OF NORTH ANDOVER MAKES ❑ Parcels Il NO WARRANTIES, EXPRESSED OR IMPLIED, CONCERNING Hydrographic Features y THE ACCURACY, COMPLETENESS, RELIABILITY, OR SUITABILITY OF THESE DATA. THE TOWN OF NORTH ANDOVER DOES NOT �`� • ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF Streams Wetlands ��c "•`�-` �,SS�CHUS�t THIS INFORMATION C Exempt Lands 1" = 102 ft ^�� � Ltx� "" � � y � ,: �y} ..� -' n -}�;, l.i �F • e°' Commonwealth of Massachusetts Map -Block -Lot 7 z . 038.00106 BOARD OF HEALTH PermdNo North Andover BHP -2017-0401 - ------------------ ---- P.I. FEE $585.00 F.I. DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted to (Construct) an Individual Sewage Disposal System. at No JOHNSON STREET as shown on the application for Disposal Works Construction Permit No. BHP -2017-040 Dated April 26, 2017 ------------------------------ Issued On: Apr -26-2017 -------------------------------- BOARD OF HEALTH Commonwealth of Massachusetts Map -Block -Lot 038.00106 BOARD OF HEALTH ----------------- North Andover CERTIFICATE OF COMPLIANCE THIS IS TO CERTIFY, That the Individual Sewage Disposal System (Construct) by _--------------------------------------------------------------------------------------------------------------------------------------------------------- Installer at No JOHNSON STREET 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 -2017-040 Dated April_26,_2017 ---------------------- ----------------- Printed On: May -12-2017 ----------------------------------------------------------------- - - - - ------------------------------------- BOARD OF HEALTH P -- Commonwealth of Massachusetts Map -Block -Lot '- '' 038.00106 BOARD OF HEALTH ----------------------- Permit No North Andover BHP -2017-0401 ---------------------- FEE $585.00 ----------------------- DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted ----------------- to (Construct) an Individual Sewage Disposal System. at No JOHNSON STREET as shown on the application for Disposal Works Construction Permit No. BHP -2017-040 Dated April 26, 2017 ------------------------ ----------------------------- Issued On: Apr -26-2017 --------------- BOARD OF HEALTH Commonwealth of Massachusetts Map -Block -Lot 038.00106 BOARD OF HEALTH ----------------------- Permit No North Andover - BHP -2017-0401 - ------------ -- - -- ---- PA. FEE F.I. $585.00 ----------------------- DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted --------------------------------------------------------------------------------------------------------------- to (Construct) an Individual Sewage Disposal System. at No JOHNSON STREET ---------------------------------------------------------------------------------------------------------------------------------------------------------- as shown on the application for Disposal Works Construction Permit No. BHP -2017-040 Dated April 26, 2017 ----------------------------------------------------- Issued On: Apr -26-2017 BOARD OF HEALTH --------------------------------------------------------------------------------- Commonwealth of Massachusetts BOARD OF HEALTH North Andover CERTIFICATE OF COMPLIANCE THIS IS TO CERTIFY That the Individual Sewage Disposal System (Construct) by ------ -- --- - - -- ---------------- ---- -- --- - - - - -Installer -- - -- ---- - - --- - - - -- - - - - - - Map -Block -Lot 038.00106 ----------------------- at No JOHNSON STREET ---------------------------------------------------------------------------------------------------------------------------------------------------------- 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 -2017-040 Dated Apr426,_2017 ------------------------------------------- Printed On: May -12-2017 BOARD OF HEALTH Commonwealth of Massachusetts Map -Block -Lot 038.00106 BOARD OF HEALTH ----------------------- Permit No North Andover BHP -2017-0401 - ------------------ ---- FEE $585.00 ----------------------- DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted ---------------------------------------------------------------------------------------------------------------- to (Construct) an Individual Sewage Disposal System. at No JOHNSON STREET ---------------------------------------------------------------------------------------------------------------------------------------------------------- as shown on the application for Disposal Works Construction Permit No. BHP -2017-040 Dated April 26, 2017 ------------------------ --------------------- Issued On: Apr -26-2017 BOARD OF HEALTH 0 J 00 M CLm U -)o J X aOODV CU m a F- 2 O N G � ) 0 J 70 a) OLO N > m c D a) i /� v/ L c > { m c c v c z p Q Q - ) �c CO N -tT 3 0: 0 1 0 co co Z (3 a) cu rn a o Z) Z ❑ ❑ w c } CL U o Z 3 i6 ❑ C ® ❑ C14 Z C�• U ❑ W O CD C�• O Z £ mm Z i L O > n Q U a t �C 3 C U U c UO) co m •- a) Q a a) Q o i Q 0 M 0 Q CO C: U) c D ca o a) O o i c c0 U_ a ❑ >, m a) m o) w o >, E 0 (: Q a' C Q o O CL c �' m ?a C7 ai Z (D` > > Z 5` ns ` �, 0 m f0 0) Z a N v c i o O O a�'i D o >' Q w LL 0 -0 J U O cri U 1.6 cD a 0 o wN o Z cc Z Q a o a CD 0 a' ?, m co N o Q ❑ a) c c o } ❑ N (a U) E J O ai a) = U) L `� a) cu rn a o Z) Z ❑ ❑ 1 N c Z i a i co C m m 0 0 0 0 Z Z Z Z o �: c } 0 U 3 C) ❑ C ® ❑ O C�• U W CA CD C�• O Z £ mm i L O > n Q U a t �C 3 C U U c UO) co m •- N 1 N c Z i a i co C m m 0 0 0 0 Z Z Z Z o �: } C) ❑ ® ❑ ❑ C�• CA CD C�• c ZO t0 a) cu += Q Q o i Q 0 0 Q s 0 ca o a) O 0 i c c0 a) >, m a) m o) w o >, 0 (: Q U C Q � 3 O CL c �' m ?a C7 ai Z (D` > > 5` U of �, 0 m f0 0) Z a N v c i o O O a�'i D o can Q w LL U O cri 1.6 cD r O N i0 CL W V/ 1 O L- 0 d s N > to 0 sr- O = O R Z 1 O r c E o E E �+ I- 0.- 0.— O V U LL N N c0 co � m O � N ca N m 13 co lz Q a E i Q C:) F.. 0 Q m �t O' O N Cl) N N O 0 O o 2 i u. 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Sidewalk Bit Cana Sidewalk nn 98x39 99xU8 99x97 100x62 847 JOHNSON STREET 0 BENCHMARK: STAKE &NAIL ELEV=100.00' (ASSUMED DATUM Commonwealth of Massachusetts City/Town of North Andover d Percolation Test Form 12 M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. Site Information 2:00 pm When filling out 3:15 pm forms on the Time Date computer, use BJF Realty Trust (Applicant: TKZ, LLC) PT -1 only the tab key Owner Name to move your 800 Johnson Street - Undeveloped Lot (Tax Map 38 Lot 106) cursor - do not use the return Street Address or Lot # Start Pre -Soak key. North Andover MA 01845 End Pre -Soak Citylrown State Zip Code 3:37 Tom Zahoriuko 978-852-4002 Contact Person (if different from Owner) Telephone Number B. Test Results 2:54 3:58 Board of Health Witness Comments: • t5form12.doc• 08/15 Perc Test • Page 1 of 1 5/11/17 2:00 pm 5/11/17 3:15 pm Date Time Date Time Observation Hole # PT -1 PT -2 Depth of Perc 32-50 34-52 Start Pre -Soak 2:13 3:22 End Pre -Soak 2:28 3:37 Time at 12" 2:28 3:37 Time at 9" 2:54 3:58 Time at 6" 3:28 4:25 Time (9"-6") 34 min 27 min Rate (Min./Inch) 12 g Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ John D. 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Sdewoih c Be JOHIVSON BENCHMARK: STAKE € ;MAIL ELEV=100.00' (ASSUMED DATUM) Commonwealth of Massachusetts - City/Too n Of North _nd0Vlzr Percolation Test r 0 12. Percolation test results must be submitted With the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health- Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use - When � — - - When filling out A. Site Information — forms on the computer, use BJF Reait' Trust ^ - - --� ---... — --- . Lnp.pllcant: only the tab key Owner Name — -- — --- ----------._.—.— _-- __- _ _ _ c move your 800 Johnson Street - Undeveloped Lot Tax Ma 38 Lot 106 cursor - do not — -- " Street Address or Lot ---- -- -� — ------ ------ --..----..—...— use the return key. {forth Andover r — -- MA 01845 City/Town ___ . _—. — __ .—_ State Zip Code : I om Zahoriuk° 978-852-4002 — — - --- ---- —.--- Ccn#ac# Person-- (-if dI ferent from Owner—) Telephone Number— -- — ---- — — Ba Test Results -- — Test Performed By: - — -- --- -- — -- ___ Issac Rowe - Consultant for NA Board of Healthu Board of Health Witness Comments: t5form12.doc- 08/15 5/11/17 -- 5/11/17 -- 2:00 prr — Time Date Time Observation Hole T pT-1 _. —_---- ---- Depth of Perc 32-50 — — --.— Start Pre -Soak 2_13 — --- — - End Pre -Soak =28Time at 12" 2.28 — -- --- Time at 9" 2:54 — — -- --- Time at 6" 3:28 — — --- Time (9"-6") 34 min Pate (Min./Inch) 13 Test Passed: XI Test wiled: ( I John D. Sullivan ill, PE, CSE Test Performed By: - — -- --- -- — -- ___ Issac Rowe - Consultant for NA Board of Healthu Board of Health Witness Comments: t5form12.doc- 08/15 5/11/17 -- 3:15 pm Date — Time PT-_ _. 34-52 _ 0-22 — -- — -- — - - - 3=37 - — -- -- — -- _ 3.3t -- -- _ 3:58 ---------- --- -- 4:25 27 min Test Passed: [� Test Failed: [] Perc Test - Page 1 of 1 000 ow o m " 0 o ? O C) rn m c0 978 8�52- yoo 3.. OWNER: TKZ, LLC 78 GREAT POND ROAD NORTH ANDOVER, MA 01845 OZ NINE• ZONING DISTRICT R2 ASSESSOR INFORMATION: TAX MAP 38 LOT 106 WETLAND DELINEATION PERFORMED BY NORSE ENVIRONMENTAL SERVICES LEGEND: Ajc = WETLAND RESOURCE AREA 9A0-- — WETLAND FLAG TOF = TOP OF FOUNDATION AVL BVW = BORDERING VEGETATED WETLAND / Ak AL TAX MAP 38 LOT 98 N/F TOWN OF NORTH ANDOVER 7A ^ +yam ISO , / O 0,45 iB LOT AREA 54,691 S.F.* AUL 38 1 CERTIFY THAT THE FOUNDATION SHOWN WAS LOCATED BY AN INSTRUMENT SURVEY AND EXISTS ON THE GROUND AS SHOWN. --100' BVW BUFFER ZONE / TAX MAP 38 LOT 60 N/F BJ REALTY TRUST / /808 JOHNSON STREET �• / Rebar / / 1 Found 30.0' TOP OF REBAR ETEV- 96.40' S87' FOU�nO I 3 ar �` . 20 I /� �1Boo 1D 'f 12.0 io �0 OT' 2' �N L. o 2 WLMom�« nwT Oar NO3Y 1'10"W Rebar 141.15' / Found ,�"� JOHNSON STREET ZONING i u 1 i 1 i wru 51,!01 SFS uHA10 A9FA np11ss. (NIIICItt6) Yl IMAGO RFP�EO (� ®Ak .9.C)0 u. 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