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HomeMy WebLinkAbout2016 Revised Proposed Plans I I r i 4 1f.; # 70MttJ NORTH ! / PARCEL 106.H-0561 IT LE 0 PARCEi tOe-B.p106 ANOOVEN / pENiSELSTABILE N.F / LIVING TRUST I 15ROP ED EcwARG L INOISE / / HODS ,BAN 0 9 201? i SITE PARCEL 108.BA015 r f - - I'- �' M€GHA'L 1eO '• --' / '� L0.CHAPELLE PARCEL 166,Bfil79 / / BUFFERZONE BUILDING MICHAEL G. / SETBACK !{ -.f NEWMAN 91 LOCUS MAP ---, >< RNEIRFROLITAREA SCALE 1'»400' / j s �� PROPOSED / HOUSE v I € j \ \ ASSESSORS REFERENCE / I zoT t CWFTOFiW`\ UFFER ZONE MAP IW.B PARCEL 16 PARCEL 108.8-01 B 78 ! - / / $ �\ \ s>7- ` DEED REFERENCE FRANK V.ROF NERD,HOOK 3539,PAGE 353 (RECORDED SEPTEMBER 9,€992) C . I `��\ POvrER � ZONING DISTRICT:R2 16 NE� ��>,, /\`� / —E P ` MIN.LOT AREA=43,560 S.F. MIN,1AT FRONTAGE=150 FT. PROPOSED ,fie tea• - HOUSE SETBACK / / MIN.FRONT SETBACK=30 Ff. �04 SETBACK / PARCEL t06.BA145 r I ( MIN.SIDE SFT13ACK=30 FT. ` eunLjlNO / MIN.REAR SETBACK=30 FT. ''�T SETBACK $ // / r + I / TOWNOFNPRTH I \NOTES: PARCEL 108.E-01TI LOT Z PROPOSED � / ! / ANDOVE OFNNIF R f HOUSE / I 1. LOTS 3 AND 2 HAVE DRIVEWAY ACCESS VIHHASHM.DESA1 3WOFFSET THROUGH AN EASEMENT ON LOT 3.A FRO POOL L '• ti -------- 1~ \ SPECIAL PERMIT IS REQUIRED UNDER AO' Pooi \ / 33 ! ! SECTION 7.2.1 OF THE ZONING BYLAWS. EGO'OF 2_ LOTS I AND 2 ARE FRONTAGE EXCEPTION \ 1 HOaDERwc TOP OF PERENNIAL SANK - VEGETATED j ! (BOSTON BROOK) j LOTS HAVING A MINIMUM FRONTAGE OF 5U' L oT 5 I WETLAND AND A MINIMUM AREA OF 3 ACRES.A `jjz 338.28• / 1 I I I' SPECIAL PERMIT IS REQUIRED UNDER SECTION 7.2.2 OF THE ZONING BYLAWS. 1oB._� 173,39' PRIVATE Y AP\/-UMIT OF IDLE MOW. j 1 BUFFER ZONE I Ikk I I f RNER RONTAREA I I E / 8.56E \ PARCEL s0sA-=6 $ 9.71E I lj I 14.45 '- PARCEL i6BA-0002 NF / STEVETi C,C.ASEY N1F F F. M AMCWSWSKI I / PARCEL 101.A-0031 1 o / i NIT 16AAC P. BLANCHARG PARCEL 108.A4)032 !E� PRAFULLKORE f 02NS CHRISTIANSEN&SERGI,INC. j PLAN 10B_.I t � sQ' G eG, 100' SITE PLAN FOR SPECIAL PERMIT FOR SCALE:1'=50' LOTS 1 -3 SALEM STREETPLAN OF PARCEL IN PROPOSED t98 A-0029 WE NORTH ANDOVER, MASS, ANOREW K GPAFF $ /$ PROFESSIONAL LOTS ER 1 too. ENGNE RECOROOWNER: APPLICANT: V 1 � 10r u.l;, LOIS LACHAPELLE LIVINGS-TONE DEVELOPMENT CORP. 931 MLTON ROAD P.C.BOX 50 / pp� ,Q �^r'a MASON,NH 03048 TEWKSBUAY,MA01676 4 I .001 S$ pma m'" pA7E:OCTOBER$2016 / ��rn � TEL;978�835A847 'I / x� REV:12R8IS8 I / t 0 0 PROFESSIONAL ENGINEERS&LAND SURVEYORS i ' $ CHRISTIANSEN &SERGI, INC. 160 SUMMER STREET,HAVERHILL,MASSACHUSETTS 01630 SHEET I OF 3 P 1!'G.CHIRISTSANSEN cs, WWW.CSI-EWRCOM TEL.97&373-0315 FAX 978-372-3960 DWG.NO.lW47003 i { i 3 r Ye - m�fiF16 i NOTES: 1. THE LoCAT!ON OF ALL UNDERGROUND UTILRTES SHOWN HEREON ARE 1 RF72 APPROXIMATE 6 ARE BASED ON A COMBINATION OF FIELD LOCATIONS& Al 7p 1\ _/ �_. �RF11 COMPAnO INFORMATION FROM PLANS SUP PLIED DY VARIOUS UTILITY SITE PLAN ( RFhv RF13 NF wMPANIE3&GOVERNMENT AOEkCIE3.IN ACCORDANCE WTH M G.1_ BENCHMARK f A♦ A \\ N.E.POWER CO. I 30' O 3a' co* NAIL SET IN / _-}'.', p-� \ LHAPTER ex SECTION 40,INCLDRINO AMFNOMEN7S,ALL CONTRACTORS } UAILSE IN RF14 SHOULD NOTIFY IN WRRiN4 ALL U7ILRY COMPANIES&GOVERNMENT p A76 A \ AGENCIES PRIOR TO ANY EXCAVATION WORK 4,CALL DIO-SAFE A7 l FSEV.=102.65' \ 5 1 \ 1 W F1U 1-66&OIGSAFE _ SCALE:1"-30' 1 > DAIS LIMROF 25'NO-DISTURB ZONE \ \ 2. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP NUMBSPECIALER $ 1 OQ _\., A14 LIMIT OF 60'N4BUILD TONE \ � � HAZARD2AREAS.THECJECT SITE LIES OUTSIDE OF ALL =YEAR FLOOD ELEVATION ASSOCUITEOWITHFLOOD PARCELA �\ A p BOSTCN BROOK ISAT EL'cVA710N 93 FEET.THE EaGE OF PAVEMENT AL AREA-1995 F PARCEL 106.B-0145 RF9� ALONG ALONG THE EAST S!DEOF SEM STREET IS AnOVE ELEVATION 98 pA13 WF FEET,SOTHEL!Mil OF THE B.LS F.IS EAST OFTHE PAVEMENT IN SALEM TOM OF NORTH ANDOVER ll � JJ STREET S OUTSIDE OF THE PROPOSED WORK AREA /�FB f 3. THE SUBJECT PROPERTY GOES NOT LEE WITHIN THE LAKE CaCHICHEVACK G PROPOSED CRUSHED WATERSHED PROTECTION RESTRICT. 9 ;x__ \\ \S70NENTRANCC�CrION // / \ / 4. THE CONTOUR ELEVATIONS SHOP{N ARE RASED ON NA77U 198BOATUM. _ _11A-�-��� \ \ \\ pA1P INV IY RCP / r \ \ Tl _srR / TOP OF PERENNIAL BANK 6- THEWETLANUS OELINEATIONWAS PERFORMED BY NORSE upp1tT T500'-'♦ �� \ ,,// (BOSTON BRDOIh ENVIRONMENTAL SERVICES,INC..92 MIDDLESEX ROAD-UNIT 4, $OFFER 2ORE Y p A10 1'-\ TYNGSBORO.MA 01079. PARCEL 106.E-0015 ! WE UNDER LEMR OF 100' / 6, THE TOTAL RIVERFRONT AREA ON THE PROJECT SITE IS 31.305 S F, MICHAEL LACHAPELLE UTILITY SERVICE \ _ RfYFAFROk7 AREA / ARFB - \ 71 THE PROPOSED DISTURBANCE WITHIN THE AIVERFRONC AREA 154,090 S.F., (TYP.y & ( \ A9 WHILH IS LE55 THAN THE 5,000 SF,MAXIMUM SPECIFIED IN 310 CZAR H / \ IO.fi6{4)(dyf FOR A LOT RECORDED BEFORE=OBER B,1991.NO LIMIG OF 200' 1 EDGE pF BORDERING \ r DISTURBANCE IS PROPOSED WITHIN THE 100'REVERFRONT AREA RNERFRONTAREA `VEOE ATIA WETLAND pRFb \ ' � ,, p / J � S. THE PROPOSED DISTURBANCE WITHIN THE 109'BUFFER ZONE IS 3,2365,F, I i 4a WIDE DRNEWAY / �/ \ \\ I� pRFd ' BUTBJTY>•=kSFMENr B- THE PROJECT SITE LIES WITHIN N H.£S.P.PRiOAITYLtARffAT 1339. / - e �' �A7 'i"` \\ \ \ A6 V \ 1 \ �\ A© pRF3 5 p BENCHMAR7� PARCEL 100.B.0105 NAfI SE7IN 12' i / / \ 1 I \ GPGSF \♦ \ \ TvnNMAPLE // /\� I A. � r � ; iV 'v�-s ME / /y1\\♦ \♦\ A1A2 N!F ELEV.=i 1829' I _ CCNTT aARR}ER I DEk!SE L.STABILE LIVING TRUST ` // - \ I I /\ \♦ \ ♦ ♦/O \ A RF2 1 / PROPOS�DSEPTIC ` p / SYSTEM R£5 RVE �' ' '-F LIMR OF SORK !I! \ ♦� / I I w\♦\ ♦♦ F ?aA1 \\S I/ r I \\ANH ARF1 LIMN OF 5ar�1 I \ - BUFFER ZONE SYSTEM LEACHIN _ - I 1 � /,\ � �'�� I! \♦\ ! $ o -!� \ EtlOES OF AREA RYP.} / �' `.` 1 11 �1 / \ e I 1 PROS SEO 7 E PAVEMENT \ I � i 11 � � mre .--����-♦ .'� `�;3. n/1�=nr\ ♦ � .c1r.-.- /• INFt90HE0N ' �. '''m `� I 1 ` / f� -'P S \1 \\ (1 ih ! ♦\ 1 \ 1 ( 1 SILT '� S \ \ / / - SEP i) • ♦ \ \ \ u u \ � ♦ 1 1 \♦ ER R OM A FENCE - \ \ ♦ ♦\ / / / �\ / i 1 \\ 4 ' // -�\ ♦�`M1�-�__ �' .. �\ FUVERFROM AREA 10' (7YP.) SOIL STOCKPIL> frYPl t / !\ \ ♦\ ♦ \ x / // / \ d \' _ 1 1 1 1 Y'° / / __J _ \ \ \.'4: ♦7�* RO.W.'A' 71 ♦\ \CIS \♦♦♦♦ / / \ 11 11 4 1\ 1111 / IAA' 1 i-y v-t24 �>p♦ \ PROPOSED NfF �� 5 1♦ \ ♦♦ � �:� .'. � 1 \ ll ♦ ~~ � ♦ \ \ SEDIMENTATION / ( ! ♦ 7 / - ( \ 1 S1 ! / \ \ - \' �7>' CONTROL BARRIER — — - 70W11oF '� ♦ 1 / 1 \ l `1 �' 1 ♦ �l26- \ `( ?\ 11 ORkGINAL UROUNO SVRFACE II NORTH f` 11 \\ �\ \ \ ♦\ \\ \ \ ♦/�9 \ 11 W1tlOVEA PROPD@ED I / s .7 \ I i `,14 1 1 \ mr I J- ♦ \ ` �\ \ - \ ♦A7 - U SEPROP;r 7FON / •i CONTROL BRIER \A �• ' ♦+ v-53r =.1 1\ \ 11 \ // \ r A7g \ \ B\ / EDGES OF 1 } I PAVEMENTIN TEMPORARY SOIL STOCKPILE I \ � ! COMMON NOT TO SCALE E \ , 1 / / / ♦ \i .t34' 1 1 PROPOO r 52- \ D70AFD,yL I: 1y�/ = DRIVEWAY ♦\ 4 / / / a \ i ).. 5 ,4HflVioFJi r\ ♦� Aq�kO NOTES: \ �/41 / r 1 ( Ra ♦\ ",Sn ~Y 1,SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE IF CH LEVEL GROUND I \ 7�0 '++` �Q OR TO EXTEND AROUND OOWNGRAIDIEW PORTION IF STOCKPILE IS ON SLOPE, 1 `�♦ 1~ / \ # Q" 2 IF THE STOCKPILE IS YD REMAIN FOR MORE THAN 14 DAYS IT SHALL BE STABILIZED WITH l /// PROPD / I I �I 1 \ / ```♦ \; I " r r AN ERGS€GN CONTROL BLANKET ORSEEOED(IF LOAY). I / 4 ♦/ �- '"!// 5LBE6ROOM HOUSE i1.. .\ 4 5 (�? \ / LOT 3 \ ! �`• I 7 y �Q= 3.INSPECTION OF SILT FENCES SHALL BEAT LEAST CNCE PER WEEK AND AFTER RAIN j 1 \ \ ♦ 1 1 Q V EVENTS IN rXCE55 OF 112.REPAIR OR REPLACEMENT OF SILT FENCE SHALL BE MADE 134 I l \ ' ♦ r PROMPTLY AS NEEDED. p ♦ \ AREA=60,000 S.F. \ ` I 140' \\ \ ` L4\ ♦ \ ♦ 4.SEOtMEHT TRAPP£TJ BY 53LT FENCES SHALL BE REMOVED AND PROPERLY DISPOSED OF ROPaEEO WHEN SEDIMENT DEPTH REACHES 12'. ! PARCEL HII)A-0180 _ / INFILXIIATRI' ♦\ ♦♦ '\\ r\ \ } i I 6.SILT FENCES SHALL SEII.WNTAINED UNTIL STOCKPILE IS ELIMINATED. NA 8Tdk� \ ♦ \.. \ \ `� NAIL SEY W= //"�� I EDWARD L.WOLFE '3 /r Tip ,7 ! ��• -, `7?♦ \ \ - '.•\ \ `� ECEV.24V W.PIN'(26.b6' i 11 1 PARCEL 108,A9002 h \ ` ♦ ` + i ! rM117 7 \ ` --. !r /lLag^♦♦;♦♦♦\ ♦ ♦ � ` \ \\\\\ i�'L� JEFFREY F.MAKOWSKI E 7�� S t 1 \ •) \ y f 1 ! !/0 ♦\ ♦ \ \♦ \♦ \♦♦� �/ /\ 0291E CHRISTIAIiSEN&SERGI,INC- \ J..T3B-♦ �R 1 \ ! 7 (� \ \ \ - ` ♦\ \ ` SGP6£G LIMIFl3' \ ' AREA=136.731 S.F.\ 7 7 f I �N ♦ \ ' \\ \ 4S 1 ♦ Z: \\ WORK rTy3 \3ti� SITE PLAN FOR SPECIAL PERMIT i nJ \J ; _'139---._� I7 JJ fl ♦ �;'\♦���(• ��♦�\\♦\ 1 J�. FOR EDGES OF `;� I/ -140-- LOTS 1 -3 SALEM STREET �-J--BarsoERlNo l �} F 1' VEGETATE 1 1V 4 I f` I 6gOPFND=µ 4B0 y \\ \\ \ IN PROPOSED OAR.FLR.�144.m `1 �\ \ \\\\\��r1'SB�/ PRNATER.O.W. NORTH ANDOVER, MASS. SITE PLAN PARCEL 106.E-0179 1 1 }PROPOSED) _A38 PROFE59IONAL { V WELL ! 1 3 ♦ 1 ♦ ♦ ♦� \ ENGINEER N+F } I�(TYP.y \ ♦ \ RECORD OWNER: APPLICA.Ni: MICHAEL G.NEWMAN 1 1 1 \ \ys � (`♦♦♦ ♦♦ :a8I4I�a+s� LOIS LACNAPELLE LIVINGSTONE DEVELOPMENT CORP. ♦♦\ (`4 $31 WILTON ROAD P.O.BOX 60 1 1 1 a \ I ! !f 7r naG LSE" o, MASON.NH OZ48 TEWK URY.M 01 LOT2 76 EATS OCTOSER3,2016 \ h REY:1212NI6 1 1 1 11 I 1 PROPOSED AREA=134,W0 S.F. 8/ i WELL ♦ k PROFESSIONAL ENGINEERS&LAND SURVEYORS PARCEL IDEA-0033 I (TYP.) s"& 1` 7q t„F r , CHRISTIANSEN &SERGI, INC. ISO SUMMER STREET,HAVERHILL,MASSACHUSETTS 01830 SHEET 2 OF 3 = ISAAC P.BLANCHARD _ E P ILIP G.C"RISTIAN5 N csl5WN/.C31 FJJGRCOM T£i..976-37.7-0310 FAY 970372-39E0 ELEV. ld6.86' OWO.NO.1047003 i k � i I I I r,,,,rJ�sisa�T^• I i �Iti Area mbe P+ateGai A'oiK Area lvea mbe#ioRw1^4 I EXFILTRATION WATER STOP RERAR FOR eAc FOAM --.�, \ REMOVAL FROM INLET j SYSTEM SEE LR[BR NOT INC UDEU, o DETAIL ° ` OPTIONAL OVERFLCW W'�L ARs _,-` F7'Vea&0o'pW :S $i5on•' H EXFILTRATION SYSTEM SEE DG DEN I FRfrexK®SillSo ot^ y EILT3ALH Plen V' FlVO1Od➢SiltSO>oLT"Sec11On t' DUMP OOPS , SEDIMENTATION CONTROL DETAIL WATER STOP DETAIL r (RE9AR B7 LDDm, \\`Jyl N.L. 1.Pd maleHelm lfavm.LJpea.ra7ms. `4 2Sa°no^m,pnsysoJhurL4ee3 Fammeei eOG.afr+rlcG�:veme�k,'t• .1}' F 6\ 3.S1L°an"`4eEWM BR,aki-e'0(�Gez'sr SL1pElmaF j.:ie3aSV JndlTfl�BF J�Nt4. 4.C,,,,Mre,Ije,4III W dLVoeeeen vm,ea dalA--re76yd4Enirc L WMI 4 G EXFILTRATION LOT 1&2 EXFILTRATION LOT 3 USE 10 STORMTLCH 74U CHAMBERS USE 10 STORMTECH 310 CHAMBERS 2s MIN. 1.SILTSACK OR EOUNALENT PROOUCTTO BEVSEO. 1 tq CATCH BASIN INLET PROTECTION DETAIL .L .giyr' '. r kai TO SCALE EXIST1Nq 10' ;�EXIST4J0 USE f2'STONE8ASE,1B'STONE COVER ANO l2'SIDE 25'MIN M 6 FTSHOULtlER WREI1 T07Si0E SLOPE GROUND IN PAVEMENT i ]� ! 1 DRIVEYVAY LOAM Ako SEED 2-TO 3`CRUSHED 1B I 6 F7 SFopULOERLMAWALY STONE,TO A M W IMUM (Rt0011MFH0E0 FOR SI GREOrt T)0.4 3:1) DEPTH OF W 1 y, f EXISTING SVBGRAMEMATERW. (ALL EXISTING TOPSOIL,SUBSOIL,&UNSUITABLE a 4 ! MATERIALS ARE TO eE REMOVED) T, • • • , . , • I i •ayi3'T"a_ _ t WATER STOP CRUSHED STONE CONSTRUCTION ENTRANCE GEOTEXTILE FABIZiC yq JkCH WASHEESTOHE NOT To SCALE DRIVEWAY EXFILTRATION SYSTEM DETAIL LOTS1$L2 -3'y ,,; CRUSHED STONE ENTRANCES SHALLVE INSTALLED AND VAkfFAINED AT THE �- USE 3105TflR7ATEtH£HNABERS rf fir-fry_- -. /—'% PROJECT ENTRANCE TO PREVENT THE TRACKING OR FLOWING OF43 SEDIMENT STALLE , - -i: _t \'7' SA .,.; OM0 SALEM STREET.THE CHUSHEO STONE ENTRANCE SHAu.&E INSTALLED i •V .,,�y ,}� -%� { AT7HEBEOINNINO OF CONSTRUCTION AND 5HALLSE MAINTAINEOUNTSL'N1E DENSE GRADED CRUSHED STONE DRIVEWAY BASE IS INSTALLED. '1 1Jr USE 12'STONE BASE,6-STONE COVER AND 6'SIOE �S . fi FTSHOULDER WITH I TO 1 SIDE SLOPE 14 DRIVEWAY i 6rTSHOULDER sl T,� ., �./ � .ly�;s PAVED UNPAVED HO7F:REFER TO GENERAL 5}/,pD'pATIFAN DADE FOR CORRECT pAVF}AEkT AS REODIRED - 4'LOAM&SEED ICI STAPIF PATTERN RE(OS7VETiOKnON5 f0R SCOPE 815TALLlRON3. 3 . GRAVEL ROAD RASE I IST1NG SU8GFAITE MATERIAL t I EX(ALL EXISTINGNG 70P50iL,SUBSOIL,6 UNSUITABLE t I.PREPARE SOIL BESORE DrsrAu.u1O SLANNEIS,ufOLU01HO APPNCAnOH Of WE,FE'NDL2EA< i MATERIAI.SARE TO BE REMOVED) ANO 5E®.NOI&NlJEk U9H0 0E11-0-SFfn 00 N63 SEEU 1'(1[YAREO ARFA FELL-O--SEEn SURABLE GRANULAR MATEPoRL ti COMPACTED W ER S'PT OOyna. hiO ROUGHLY COM w IaD57 eE IN5TAIJID y11B4 PAP n - 12'L1FT5 TO 95%OF AASHT O HET IN O'DEEP X 6'YIIDE fFENCH. d LE FABRIC f. E TOP OF TH[SLOPE 6f ANCH OR'NG THE 1RAN OEOTEXTI .REGY AT Tli _ _ 3141NCHVIRSHEE STONE 2 AFIEx S7�11,7 789 MAXIMUM DENSITY ti - 91LKFRL MJa CORPMT WE TRETI[k1 DRIVEWAY EXFILTRATION SYSTEM DETAIL LOT 3 3 ROLL THE e1 NKEIs(A)DOWN OR(a)HOR1EOWAJLY ACROSS THE SLOPE. °+ OF PiP Z •!.`; AT TOP OF PEPE USE 340 STORMTECII CHAMBERS 4.THE EDGES OF PMTN-IEL n[MXLTS MUST OE STAPLID MFIFi APPROKIHAIELY Y OYERIAP. 3,wHsgl�AIiKET3 MUST BE SPUCTO Of"THE SLOPE,PUCE BLANKETS 1310 UYFR Dd1(SMN0.[ FORPIPEMATERBLE OTHER ! I Q'MII THAN PVC,SUITABLE BACHFILL '{ smE x1n!APPROXIMATELY f'ovERIAP.STAPLE THROUGH OVERLAPPED AREA,APPRaxi1.4H1FLY SANG CUSHION:HAND h MATERIAL MAY BE USED fR47A I yZ• PLACED AHD COMPACTED MID-DIAMETER OF PIPE TO 1 F• _ USE 1 r STONE BASE,6-STONE COVER AND 6 SIDE }7 ABOVE 70P OF PIPE 6 FT SHOULDER WrfH 1 TO T SIDE SLOPE COMPACTED SCREENED :�`.•�, j DRIVEWAY h. LOAM AND SEED GRAVEL(06%OF AASHTO \ _ _ 5FTSHOULDER I�'e 1'a1T.CONE.TOP COURSE T-99 MAXIMUM DENSITY) -6.'MIIy I 4'OF DENSE GRADED VVI CONE BINDER COURSE SHEETINGAS REQUIRED I CRUSHED STONE '4LOAM&SPED TYPICAL TRENCH I�"4�•� ail I - rX STING SUBGRADE MATERIAL NOT TO SCALE (ALLMSTIHG TOPSOIL,SUBSOIL,6 LNGUNABLE MATERI ARE To Be REMOVED( EXF1LTRATI O gEo7xILE FABRIC SA ',:..-...,.. MIRGRAVEL, .... 1I SYSTEM SE / a~J ;.;,"y'•i %'1 49206 CHRISTIANSEN SERGI,14C DRIVEWAY EXFILTRATION SYSTEM DETAIL LOTS1&2 DETAIL USP740S7oRMTECHCHAMBEFS SITE PLAN FOR SPECIAL PERMIT EXISTING SUBGRADEMATERIAL { (ALL EXISTING TOPSOIL,SUBSOIL,&UNSUITABLE FOR MATERIALS ARE TO BE REMOVED) DRIVE AY PAVEMENT DETAIL LOTS 1 -3 SALEM STREET CONSTRUCTION (NOT TO SCALE) IN NORTH ANDOVER, MASS. DETAILS f PRCFESSICNAL EXFILTRATION LOT WFNOINEEA RECORD OWNER; APPLICANT- 1 'i USE 38 STORMTECH 310 CHAM6ER5 DRIVEWAY LOIS LACRAFELLE LIVINGSTONE DEVELOPMENT CORP. 1 ,i,;a :`iT `411 e1 J11ys+ Sal WILTON ROAD P.O.BOX 60 •A QY rrwva MASON,HH 0304E TEWKSBURY,MA 01570 DATE:OCTOBER 3,2016 ? r �m5 vtSrN TEL,91"15-4847 REV:17R9 16 3 X 5 CONCRETE CULVERT ; NOY 70 SCALE ' 1 PROFESSIONAL ENGINEERS&LAND SURVEYORS CHRISTIANSEN &SERGI, INC. 1608UMMERSTREET,HAVERHILL,MASSACHUSETTS 018M SHERT 3 Of 3 PHIUP 0.CHRISTIANSEN WIkW.CSi-ENOR COM TEL 018073-0310 FAX.379-372-3950 pWG NG.15047003