HomeMy WebLinkAboutApproved Septic Plan - 1679 OSGOOD STREET 7/12/2013 TRANSMITTAL SLIP
CS1 CHRISTIANSEN & SERGI, INC
160 SUMMER STREET,HAVERHILL, MA 01830
DATE: JULY 12, 2013
SHIP Judith Tyman Saracusa Way
TO Planning Approved ssds plans
PROJECT NUMBER
ITEM# � DESCRIPTION QUANTITY
PDF Plans of approved Septic System Design, Lots 1-8 and 31, Saracusa 1 CD
Way
Stake out plan 1
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RECEIVED BY:
Please contact Christiansen &Sergi at 978.373.0310 with any questions or comments.
THANK YOU FOR YOUR BUSINESS!
HAVERHILL
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DATUM ELEv IEEE DETa4 a �.:
_ ELEVATIONS NORTH ANDOVER,MASS.
OF PIPE IMT OF HOUSE —FE J
SITE PLAN °GEM.Z.REALTY TRUST APPGREEN&COMPANY
01 PIPE AT SEPTIC TANK I1LGT_PROFILE(TRENCH 11 INV OF PIPE ATOBOX NLET P.41 SCALE,=3O'INV.OF PIPE AT IEPBG TANK 1UTLET -B, rvORTHANO MAo,SHE TELE HONEP;-°o"oo;?oaa;`s
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TTOMo LEACHINGCHA BER
SOIL EVALUATION RESULTS GENERAL NOTES
2001 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS DESIGN PARAMETERS FILLz NO cgAPMATERIALFO EIETE STO BENCTB..D. L
F-EVAIM'-' -AG.GTOP, E,OSG'OO MATERIAL.THE FILL MATERIAL SHALL BE COMPRISED OF CLEAN GRAINUALAG GAND.FREE FROM ORGANIC
MATTER AND MLETSMOLE SUBSTANCES.MIXTURES ADD AYERE IF DIFFERENT I—OF$01—
WITNESS.HANDY BURMY.MILL RIVER CONSULTING WITNESS.ISAAC FORME.PIU.RIVER CONSULTING Ms
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ESHWT@4s•REDO. BI-Ill. ES A MINIMUM OF FIVE FEET LATERALLY,N ALM DIRECTIONS BEYOND THE
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no fteluza,®100. Perc Test 22 90 TP 1125 T OI�SOILaesoRPnON SrsrEMs )ANO REPIACEpwIi nIrGL MarFa1AL
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I:Bs Pee pale.2 Minuses Perm AAO GPO/O.T4 GPpISF.5955F B. ALL PIPE INSTALLED AFTER THE SEPTIC TANK SHALL SCHEDULE d PVC.JOINTS SHALL BE ELASTOMETRIC
9o 0
TIma 1 Min TAHITI s': .... HELL TYPE 4oINTs A11-11-YSNALL BE ISH ORMEOAS PER MANUFAcnRERE
4 aISN. T-IFT.IES REDu1RED SPEGIFIDATIONMIN.1EPT B.
Perc rale.2Mlndez Per lna Pare pale.¢alinuks Per ir,d, s S SII OF CTANKIAPALED T. THE BUILDING SEWER SHALL BE 4-SCI 40 PVC PIPE SURROUNDED BY AMINiMUM OF V GRAVEL.
.-1411111
I_I VA CALLONTpryK)L NS a. THERE ARE NO KNOWN WELLS WITHIN 200 FEET OF THE PROPOSED SYSTEM.
A 1111E 'I IL BE PERFORMED IN All F ECI�I.SILI.*T11
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llTIE FILL MAMIIAL UIEI lHAM BE PLACED 1111-MAXIMUM COMPACMD U-
11. THIS LITWES NOT LIE MIN A NITROEN SMSIRIVE AREA,
CONVENTIONAL SYSTEM 12. THE INSTALLER GPLLBEDERTOEDBTGNMITHA.RSTBTEMSND.
REM—ASOBEHOCAP POP CIE. CLA.1 11. THIS LIT DOES
_I ! 4. LEACHWGnaEEA—NRED 590 SF F 11. TOWNACCEPTSrt? IOID TNS RIGHTS TO THEINANAGE EASEMENT ON THE LOT UNTIL SUCH TIME THAT THE
USE
2o' I CUT GOT
C 10 4� UPR—ARKEO 44 PVC PIPE CUT TO P? GTRENCHES HENDTE5NE NEO"�.S.
CIA°�B PLAo COVER CIRCLE
01
- - - _ PERFORATED PVC 'COUPLING(UNION)OR rRENcn LExcin 25 Fr
F-TrrE SEAL
PIPE TO REST ON PIPE GLUED TO COUPLING II I
BOTTOM F ORFITTE THROUGHTREN. 0 0 0
BOTTOM TO BE LEFT OPEN
4 TO ALLOW FOR EFFLUENT --T Qo Qo Uo
PV LEVELMONFORING
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0lMNftEaOVETSBE NOt TO SCAE
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VIEW �-
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PER BEDT1oNWEw L � I — FINISH GRACEOVE QUICK4 HIGH CAPACITY CHAMBER
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ATIM
SPECIFICATIONS: SIDEVIEW SB..M PEG, xs
z A�REFoaDE„MNMUMA ER aDAYe. DISTRIBUTION BOX °
S TONGUE a cgoovE JDixisEUEDivATI euttLE REs N. USE SHEA CONCRETE PRODUCTS 12 MINS.TO
S-OUTLET H-20 DISTRIBUTION BOX, x APAcfir TOR(ttP) -
1500 GALLON SEPTIC TANK ITEM NO.MDBH EPTH PER DESIGN
USE SHEA CONCRETE PRODUCTS NOTES: _� SEPTIC SYSTEM DESIGN PS°HEET272
ITEM NO.TK-M1500 STANDARD I O STRIBMIN Box SNAU.BE OF REINFORCED CONCRETE CONSTRUCTION AND FOR ==LONA/ENGINEER
NOTES: RTGHTTHROUGIMANUFACTURERSSPECFCATONAND - LOT 16-1 SAIRACUSA WAY
,. wATERTIGMTMNOUGNMANUFACTURERssPECIFIcanox_ A.._ 2. wARRArvtt �14p� Ba9sEPAw,nDN yl NORTH ANDOVER,MASS.
I1-11EL—TWE To2 STABLE GASEixgTasBEEN MECLNANICA_C_P_DA-ON T°OWNICH SIXAN.T.PREVEN
NATIVE GROUND WITHASU INCH STONE BASE is
WE LIco.NT:
PweEM vRoaea cGVRA.MoNis RECON oro°
oTHERWRSEADEGUATE. D G.M.Z.REALTY TRUST APPGREEN&COMPANY
ENSURE STANUTY AND MN,MOMDDYERDFNINEINDNES. SETTLING.THEEEPDTANKB SHAM PRDNIDEDNpADEpFTHE,NLETBAFaE. HED EI ERTMAYBE TYPICAL CROSS SECTION NORTNANDDYER.Mae,ee
B. NNE TIllANDPIPI GSRALL111ESIGNEDAND GNEDANDWISTROCTEDSOASTO QUICK-4 HIGH CAPACITY INFILTRATOR TRENCHES TERE o�E°0 9 865 HFIB
CONSTRUCTED$°AS TO WITHSTANDAN AN-11-1 MINIMUM 1-10 WADixc, wlmsrANO H-20 LOADirva o PROFESSIONAL ENGINEERS B LAND SURVEYORS PH,uP G.c TwxssN
1, A NIGER TO I INCHES OF 1111 GRACE IS SGX,BTGMNEGREATERTNANB,.D.C.UPCOVER ED IF TIEp,BTR,B D �, CHRIST/ANSEN&BERG/=INC. I B-18.20,
REVIseD:BNVIe
TEL,97-111 FAX.1-2-1111 COPYRIGHTNI'l-T G.N0.1zoo2 SSDS LLI t
\ ASSESSORS REFERENCE:
1 \ MAP 61,LOT 16-2 HAVERHILL
\ ------ ZONING DISTRICT:R2 ' 7
� cnEEY ST-1I uO rvLOT AREn= Locus
\" a NFRow EA_ T v DR NO t�
\ r r g r 'IN,
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\ I\ r r v wMEd i r I v n NORTH
caNTR�ar DanwER rr
DE NMVAL E
- DANDOVER.".OunO EACHINDCNANA
LEACHING AREA DIMENSIONS
LOCUS/MAP
c-i'•., FFA
LOT 16-i
mss D.
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LOT 1,6/ -2 \$ r l sEN TO WITH
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INv�s�c Anxourl"�1
ELEVATIONS 1
11
........ LOT 16-3 �\� ; g\se r 'r / � \°�� aD�P e� Pvc s z
IN
r
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is
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aw
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/ PROFILE(TRN—NTAI ENCH 1)
/i s DUFFEN ZONE / i i _
PR "DE SITE PLAN /
/ OSOxOUTLETAREE,ODPATM EESAMEznvENTEAEVAn'HE
`I r OunET OIsrRleunOrr I IS sHAu DE LEVEL FORAM,wMUM Dr mE FINST Two FEETOF TnEIR LENcm.
/ r '
S,ELEVATIONS.AND TIES
I� vs s CALCULATIONS FOR ha `� �' ,�' i i' ONrHEDROuns. NEsuLTFROMANACTUALsuNVEYMaDE
LIM,TSOFREMOVALOF
CONVENTIONAL SYSTEM
GICSTTOPSOIL AnnEs EEas RE 2&I ONS wrtH \� m,p i, ii % /� siONaTDRE OF OesIsnER Onre
norEszaaon sNEErz \ zs
D.DD Ms GA— a !' ' "' / SEPTIC SYSTEM DESIGN SHEET 1 OF 2
v' TD P as•LONG x s•WIDE x 2-DEEP'S
O
=lIE
I'll
N D.ED SC ':TRi,NCHEsLOT 16
-2
SN
A
CUSA WAY
PROFEssi°NAL ENOI"EER
roP OFSTONE °D:s
O°'RD / NORTH ANDOVER,MASS.
TRENCH WIDTH
° EAFT
CROSS-SECTION A-AFEE'GOT TRENCHA ,NT I,, M.2REALYTRST GREN&
ET COMPANY
NORTH ANDOVER, ;EiP" e';a""ieasv[Rncn�sGALE:1 z NOF TRENCHER DET \ TELEPHONE oe
LENGTHN vOEO r �\
E DF TRENCHES PROVIDE° , IT,� \ 1� I PHILIP°.cNRisnaN
u D
PROFESSIONAL ENGINEERS&LAND SURVEYORS
TRENCH LENGTH LETCONVENTIONAL SYSTEM PROOF PLAN �' CHR/ST/ANSEN&SER�G/T�INC.
LEACHING AREA PRDVIDEO 6D15F D REVISED:si1>rz°t3's
STATE:-2LL TEL—IN Pm"=CG5M
GENERAL NOTES
SOIL EVALUATION RESULTS 1. NO GARBAGE DISPISALSABETOBEINSTAU-D
2007 SOIL EVALUATION RESULTS 2007 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS DESIGN PARAMETERS F. TO'IN NINE-ID-BAN.BBIULAREAN IREEIRD ONEAND
reaiolRiE EuesTaxcas 1DOURES ANI wYE UL OFDIFFEENT GwssEs or sons sxau
DATEOF TESTS:DECEMBER18,30DT DATEOFTESTS:OECEMBER18,2007 DATEOFTESTS:TEST PIT 4/14/2010:PERCT/14/2010 MS NO,OF DBURCIA, TTEa�00ELE INTAin Arry MATERIAL LARGER THANaINCHEs.asle/EAxuvsls.uslNc
Po sIEVEBE ESHALL BE PERFORMED ON a REPRESErvTATWE SAMPLE O..HE Flu.UP To459e evwElGxi IFIHE
SOIL EVALUATOR:THOMASHECTOR SOIL EVALUATOR:THOMAS HECTOR SOIL EVALUATOR:BEN OSGOOD DESIGH FLOW AID
WITNESS:RANDY BURLEY,MILL RIVER CONSULTING WITNESS:RANDY BURLEY,MILL RIVER CONSULTING WITNESS:I.ROWE,MILL RIVER CONSULTING R o GTHE a4 SIEVE SUCH ANALYSES MUSTEMONSRATEFTHAT THE M 101 MEETS
sol cross GLASSI USED EACH OF THE FOL
LOWIHIS BPEGRCATION.
Test Pit#10 Test Pit#11 Test Pit#26sF F
LEACHING AREA REOUiRao Ess -BE PASS SIF"E
Surface Eley.95A Surface Elev.95.5 Surface EISV.96.5 Isa sFAF
0-14^ A 10YR3A SL 0.13" A 10YR32 SL 8-12" Ap 10YR3s SL HIGNCAPACITYCNAMBER
1,I 32^ B 2,5Y 6/6 LS 13-31" B 1OYR4/6 LS 12-55" B/C 2SY5/6 B _
LVATCHOFTHE
32-96' C 2.5Y 6/4 FIMS 31-53' C1 2.SY 6/fi F/MS 55-120" C 2.6Y 5/6 5 S.
53-101" C2 2.5Y 6/4 FIMS VIDE° RALLY I"III IEBEC THE
Observed Water.None ENCHIS ETERR.
F THE Boll Ae..RPTION SYSTEM TITHE DEPTH OF NATURB"Y OCCURRING IURVIOus
Observatl Waler:None Observetl Water:None MEEnxc THERE EUIF GBI03tB cCMR tE.x4D(SOIL ABSORPTION-MS)AND REPwcEDwITH FILL MATENAL
ESHWTQp36"REDOX EISYB2.4 CH sPCI NS OF NOTE a2 ABOVE.
ESHWi®53"REDOX Elev.91.1 EBHWT@ 48"REDOX Elev.92.5NO 4. Oc+wILEDATTHEEICEOFTHEExcwva,Dn ANDIIuEDIN
Perc TeGt10(cbTP 10 .I c Rs ip GARPII All RELATIVELY DRY.FILL SHAD NOT BE
No,Perc 11(S TP 11 SEPTIC TANK USED I—EALL.. eonoM IF THE EXCAVATION.INE EXCAVATION IUALL Be DEwnrexa0 as nscesv.Rr. ELEVAnoH OF THE
Dept hof Perc Test 3:2 EAT i KPUMPING SCHEDULE IS RECOMMENCED TO AWRI Lwcnlxc ARw
Depth Or Perc Test 58" Perc Test 200 TP 26 CALCULATIONS S. RYEARS IG TIN
SIaTt Presoak: 3:25 PROBLEMS.
SfaH Presoak 3:37 Depth of Parc Test:55" plD+oANDA
i4 cvorsF lRBBse E LPIPE INSTALLED AFTER THE SEPTIC TANK SHALL BE SCHROULE 40 PVC..IOIRB SHALL BE EwsiOMEIRIC
9� 3:45 12" 3:52 a4oc = F ETEI INTEGRAL BELL TYPE JOINTS.ASSEMBLY SHALL BE PERFORMED AS PER NANUFACTUREEE
6" 3:50 H. 357 StBN Pre-soak: 9:20 TRExcHESRECUIREO sv."ICATI-S.
Time W HE 5m1n 6" 4:01 12" 9:35 OSSEF/7
CB.1DF ISP FT. T. THESHIDI"G SEWER SHALL 18 4'SON 41 PVC PIPE SURROUNDED By A MINIMUM OF IF GRAVEL.
Time 9"-6" bmin. 9" 9:37 IEEI TANK CAPACHY REOUIRED
Perc rale:12 minutes per inch 9:41 a, rxERE ARE NO Known w[LLswrtnw WR FEET OF THE PRovoss0 srsrEM.
P. OUR:-2 minutes perinch Tim.9"-6" 4minutes IusE GwocA`YoN T= LONS
IL A SOLVE ANALYSIS SHALL BE PERFORMED 11 THE FILL MATERwL To BE usBo.ncoPr OF THE RESULTSOF THE
Perc rale:12 minutes per inch ANALYSIS SHALL BE SUBMITTED TO THE BOARD OF HSALTI FOR APPROVAL PRIOR To ANY PLACEMENT OF PILL
10. TIE FILL MATERIAL USED SnALU BE PLACED in I Y MAXIMUM COMVACTEO LIFTS,
,,. THIS LOT DOES NOT LIE WITHIN A NITROGEN SENSOME AREA.
12. THE I"sTALLER SNALL BE GERTIHED BY WFBTRATORSYsTEMe INC.
11, MAGNETICTI BE A11U11 0Y11 ALL SYSTEM COMIDNENTE.
11. A BENCHMARK WILL BE GET IN A LOCATION NEAR TNE_FA1HIN1 FAIIHOY PRIOR TO ANY CONSTRUCTOR
16. ALL PIPING$HALL BE A MINIMUM 01 SCHEDULE 11-
11. THIS LOT DOES NOT LIE WITHIN THE LANE COGNIINDA111 MALERINDO PECTECTON DISTROT.
RFt4ovEAeLE END CAP 1T. THERE ARE NowETwnos IDNIN,II FEET OF THE PROPOSED IEPnc A—E"*
RIG NTS TO THE SEWER a DPANAGE EASEMENTS IN THE LOT UNTIL SUCH TIME
USE 1IL1 SAW 2+O HELL
To CUT GET
CUT GET
DF DW c(Plncl:sl+CVE 4� cRCRIE D I- 4 PVC PIPE CUT TO FR
THAT THE E=
accEPisLO
4"COUPLING(UNION)OR
TUF-TRESEAL
PPEERFORATED
VC UPLING
PIPE TO REST ON PI GLUED
FITTED THROUGH
TRENCH
Pc TUFJITE SEAL
6z TOOMOWTOFOE LEFTOF
vEPP EFF
UG
O O
LEVELMONITORING
PLAN VIEW EFFLUENT MONITORING WELL 5
4 TIP(B�HD) M+N.A PA ABDYETEES
IF TOPYIEW
ETINSM� P GRGN
ui
LEVEL
B'i IN MULTIPORT END CAP
,B,MIN. 40 �IR
J i— NOTTo CAL ® ® i
-'s-
a} BAF 1
�II
sIDEwEW
EEaSECTION VIEW
EA A.o INFILTRATOR SYSTEMS
PER nDYIw
TOPVIEW � ESTAGLIBHVEGET N.GOV. ALOPs11I1 M QUICK4 HIGH CAPACITY CHAMBER
SPECIFICATIONS: SIDE VIEW `saEmHcanoxs NOT TO SCALE
1.GUNCIETE:4,11 PEI;EpMUM MC 22;�°ars' DISTRIBUTION BOX
O
a roxGUEacaoovE�o Ni sBaLEDwTx euttLE RESIN USE SHEA CONCRETE PRODUCTS .
GAPAITY NFILINATOR 17) SMAIL
&OUTLET H-20 DISTRIBUTION BOX, DEPTH PER OEBIGN
1500 GALLON SEPTIC TANK ITEM NO.B-6DBH
USE SHEA CONCRETE PRODUCTS NOTES: -� SEPTIC SYSTEM DESIGN SHEET 20F2
ITEM NO.TK-M1500 STANDARD , IISTO UTIon II SIILLBEDFRENFORCCIIINc IICIIs UCC ONaD OR PROFEss+INAL ENGINEER
NOTES: wARRAHry RnGNTTHROUGHMANIFA rUISPEGIECFICALONAND _ LOT 16-2 SARACUSA WAY
1 CT-AND.NB LSE IN
wATERncH;"Aouc°MMUFnc en s"SPECiNCAno"AHIMMANANTY. oXISTIBESETLEIILANDIRUETOGRADEONAI,YELSTABLE �—np.— �� —SEPARATION �) NORTH ANDOVER,MASS.
EWLICHH, xaulvtir coMPacTEO.IF THE DISTRIBUTION Box
111111 ON A LEI I
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SOIL EVALUATION RESULTS GENERAL NOTES
NDGARGAGED,GPDS SIRS TOBEINSTAMEp.
2007 SOIL EVALUATION RESULTS 2007 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS DESIGN PARAMETERS 2. HELIKUTRLFONSYSTEMS CON6TRUDTEDINFILLSHALLCONSIs OISELEcroN-srtEDRIMPDRTEDSDIL
MATTERANDI EFILL MATRIAL SHALL BE COMPRISED OF CLEAN GPANUTAF sgxp,REE FROM oacaxiC
DATEOFTESTS:DECEMBERI&2007 DATE OF TESTS:DECEMBER 18,2007 DATEOFTESTS:TEST PIT 4/14/2010;PERU7/14/2010 MS "THE US_
THE TFIL SH LNOTCONT Na YMATEAttALw ERTHa"2,"cHEs.A SIEVE ANALYSIS,SING
SOILEVALUATOR:THOMASHECTOR SOIL EVALUATOR:THOMAS HECTOR SOIL EVALUATOR:B.OSGOODLOW
WITNESS:RANDY BURLEY,MILL RIVER CONSULTING WITNESS:RANDY BURLEY,MILL RIVER CONSULTING WITNESS:I.ROWE,MILL RIVER CONSULTING EO ` SUCH ANALYSES MOST DEMa"sTRATE THATTIE MATERIAL MEETS
SOIL—ss USCLASS EACH OF THE FOLLOWING SPECIFICATIONS'
Test Pit#23 Test Pit#24 Test Pit#27 F
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Surface Elev.BIG. Sulfate Ele,81.3 Surface HIS,79.9 GAREA FOR BUILT7sB SF,IF
0-12" A 10YR312 SL 0-24" A 1GYR3/2 SL 0-18' A 10YR313 SL HiGNCAPAattcNAMBER
12-30" B 10YR4/6 LS 24-58" B t0YR4/6 LS 18-45" BW 10YR5/8 LS D.Dis mm -
30-103" C 2.6Y 614 F/MS 58-110" C 2.5Y 6/4 HMS 45-120° C 2.5Y 5/6 LB
vIOEDISWHERETABLE11 MTF�ILSHALL REPLACE UNSUITABLE Oa1MPERMEaeLE soils.THE EXCAvanONOFTHE
s"I'LI B MT R 11 SHALL EMErvO A MINIMUM OE FlVE FEET LAT1 OU_Y IN ALL OIRECTIONs BEYOND THE
Observetl WateC None Observetl Water None Observed Water: Nana Es CUTS
ERIMETR of iHESOiLAesORPTON GvSTEM iOTHE DEPTH OU
NATRALLY OCCURRING FERVIous
ESHWT@ 42"REDOX EI.176.4 UXG ASREQUIREOBY aID CMR 15.210(SOILABSOWTION SYSTEMS)All REPLACE)FVTH FILL MATERIAL
ESHWT@42"REDOX EBV.79.5 ESHWT@66"REDOX Elev.75.8 IF CHAMBERS PER ETLENGTH OF CHNNIBER MEEnrvc THE SPECIFICATION$OF NOTE W ABOVE.
Pera Test 21 aa.TP 27 TOTAL_OF CHAMBERS 4. IacEMENF OF FILL,WHICH SHALL BE STOCKPILED AT THE EDGE OF THE EKGAVATIO"ANO FlLLEDIN
No refusal @ 110° THE EXCAVATION SHALL BE SCARIFIED AND BOATiVELY CRY.FILLSHALL xOT BE
Depth of Perc Test:64" SEPTIC TANK USED ,Soo—H BOTTOMOFTNGEXCAvanory THE ExcnvnnoNs aTRTaeLE ELEVAnONIS ABovE ELENATON"THE
HALL BE CHWATERED AS NECESSARY.TME
2010 SOIL EVALUATION RESULTS Siad Pre-soak: 9:37 CALCULATIONS s. RYEARSEM,CTA"KPUMPINGSCHEDULE,s RECOMME"DEDTDAVOIDLEAGNINGAREA
DATE OF TESTS:4/142010 12 9.52 _ PROBLEMS.
BOIL EVALUATOR:B.OSGOOD 9 9 ++o GPOto.74 GPo/sP=SsssF 6
WITNESS:I.ROWE,MILL RIVER CONSULTING 6" 9:56 uIRED sPEgFlcaiINT
loxsLEO AFTER THE SEPTIC TANK SHAI.SEscHEDULE 40 wc./oirvis sHALSEEIAsiOMETRIc
Time 9"-6" 2miDutes RALOO-LIPEII)INTS.ASSEMBLYSHALLBEPERFIa EDASPER UFA RERS
Test Pit#38 Pere Tate:<2 minutes per inch1. THE 61IOANG SEWER SHALL BE 4-SC140w
MIN.SEPTIC TANK GPaCItt REQUIRED cPIPE suaaOu"o[O BYa MINIn,UM OF 6'GRAVEI.
Sulfate Eley.81.D IusE GPD GaL�iO-880K NTANL"S e. TnERE naE rvD KrvowxwBus wOHN20o FEETOFmEPROPOSEDsysTEM,
s. sE1VE a"aI.YSIS SHALL eE PERFORMED on iNEFltI MATEa N TO REUSED.ACOPvofTHEaESULisoI.-
0-12 Ap 10YR3/2 SL ANALYSIS SHALL BE 1111ITTED TO THE eoaao of HEALTH EORAPPRovAt RI Oa TO ANYPLACEMEMOF FlLLE
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11, Y
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LLER SHALL BE CERTINE Y 1i1r LTw.TOR srsTEMs,NC.
14, ABE"cHMARK WILL BE SET IN A LOCATION HEAR THE LEACHING FAC,LRY PRIOR TO ANY CONGTRUCLON.
16, ALL PIPING SHALL BE A MIIHNUN 11 SCHEDULE 11 F
11. 1111 LEF 1IG1
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SOIL EVALUATION RESULTS
GENERAL NOTES
2010 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS 2010501E EVALUATION RESULTS 1. NO GARBAGE DISPosus ARE TO BE INSTALLED.
DATE OF TESTS:TP:4/142010:PE DATEOFTESTS:TP:4/14/2010;PERC7/14/2010 DATE OF TESTS:TP:411412010;PERC 7/14/2010 2. YSTEMS CINSTRUCTED IN FILL SHALL CONSIST OF SELECT ONSITE OR IMPORTED SOIL
WIT ESS'I R OR:BEN OSGOOD BOIL EVALUATOR:BEN OSGOOD SOIL EVALUATOR:BEN OSGOOD CIU1AR EDOFCLIAYEI lUt-A GAND.FF E ER O ORGANsx
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o ry Ess IL Au
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Sulfate Elev. 79.0
0-20" A 10YR312 SL 0-10" A 1OYR3/2 St. Ms
20-29" B 2.5Y5/4 BL 10-24" B 2.6V5I4 SL o-10" A 10YR3/1 SL _
29-120" C 2.5Y4A SL 24-120"C 2.SV4/4 SL 10-32" B 10YR516 LS D EVE
32-72' C 10YR416 LS folk
I VIA
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TRENCH WIDTH FTsUliaeLE MATERIAL SxaLL EXTENDa MIMMUM OF FIVE FEETLaTERAuv IN ALL DIRECTIONS aEroxD THE
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ERIMETERof THE SOIL ABSORPTION sYSTEMTO THE DEPTH OF xA1Uw.LLv IcCIFE ePERVIOUS
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EMENTOF PLAOF
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PGAIN OR SHOW OUMPING SCHEDULE=R
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SPECIFICATIONS.
A'PVC PIPE CUT TO FIT CALCULATIONS
> THE BUILDING SEWER SHALL BE I-BCH 40 PVC PIPE SURROUNDED 811MMMUM OF 6-GRAVEL
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LEVEL MONITORING
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NOT TO SCALE 15. THIS LOT DOES NOT LIE WITHIN IF LAKE COCSIHEWICB WATERSHED PROTECTION DISTRICT.
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SCALETO ITLE
DISTRIBUTION BOX
SPECIFICATIONS: U SHEA CONCRETE PRODUCTS
s. 9-OUTLET H-20 DISTRIBUTION BOX.
G. ITEM NO.B-9DBH
I TONGUE a GROOVE ANIT SEAL11 WITH 1-1 NOTES:
1500 GALLON SEPTIC TANK 1. xSHALLBE OEMEINFOROED OONCRETECONs,RUGTION D
USE SHEA CONCRETE PRODUCTS ,EanGHTTHROUGH MANUfAGTUR.A.aPEG1FIGanGI AND A" SEPTIC SYSTEM DESIGN SHEET 2OF2
ITEM NO.TK-101500 STANDARD wANRaxrv. FOR
NOTES:
J. DIBTERICOUR6 IS TO BE BUTELA11 TRUE To GRACE INALEVELSTABLE LOT 16-4 SARACUSA WAY PRIFEBBIUGA,ENGINEER
I E
1 WATERTIGHT THROUGH MANUFACTURERS SPED,11CATION AND WARRANTYINSTRUCTION AND 111111 sRE10u".TT HER SURE/I AB'I ITYx IN
N 1EGROUND RHAEDINCHSTONEBASEIS NORTH ANDOVER,MASS.
2. THE IE"'TANK BHAIIBENSTALL.ENIcn,L�iLCO1TRUE To 111.
TWRIo A HC.El* 0"ERw1SEAOEouATE. WNE(1 LlcArvi:
INciesoFcnu NEo.`P`1`1'1 PaGED TG"A"1E UNEVEN SETTLING. 3' PRovlpepwvucE of THE INLET BAFFLE. THE oun9r 6uvERi MAY BE IG.M.Z.REALTY TRUST aPPGREEN&COMPANY
ENSURE TI III BEFT-111.TIE SEPTIC TANK SHALL FAVE A
N HOXrL BE DESIGNED AND CONSTRUCTED GO AS 10 B...A..1.4._G.S NORTH HAM TON NN
3 1,CHRISTIANSEN,HE,
COxSTRUCTEI So AS TO—HEIANO AN ARTICIPATED MINIMUMTIESEPTRTAII, BEH11 LOADINGADD B A'R%ERN,H JD .NCNEI oFFIALGHAOEISREIuiRED(ITHEIIsiweunox
Box is To nnvE GREATER THAN Bwcnss of UCVER. PROFESSIONAL ENGINEERS&LAND SURVEYORS
CHRIST/ANSEN&SERG/s/NC.
D.RIEERr THIN—TOMSTHI.-IONIS1 ELEVATIONS ASSESSORS REFERENCE:
MAP 61,LOT 16-5
=se.O INv@SE nc N RADE HAVERHILL
INv @ SEr Nc TANK OUTLET
ME ZONING DISTRICT:R2
scao Pvc,s'z,®oeox-I s " v',oP PIPE AT oeox IN-.IF PKE AT SEPTIC TANK°�ET S3.71 MWN.FMORTA.FARRA-s LOC US
Nv®oeox Our ET=ez.sa cHA�E RVP.I MIN.PRDNr YnR sD Fi.
=saxa Iv®cw.MeEa�z. GRADE .1111.AT
S WN NEARYAND so ET BOXFORD
so.so y
SEPTIC TANK Rs®a'=TzAN
fn'a.l o uuxlaoAiuxaom �
MR—ST
11—FIND 1"APIER I
R OOR� - -, e
NORTH
I HwTITS / D ANDOVER
EFNG
j °E'z '"i ,^�
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C-=l Eos;D E ELIMITS°IL aH MGVA i LOCUS MAP
- - cRE
EE DTE 28 SON SIFACEMTIit Ts25AN°. sa 1'_u
85.pp APPREXI rtM1EO%IMAi LIMITS
NOTEsx MO Al OF
SHEET P`` �Ct,�-
T11 IDEA, , _ ,a CALCULATIONS FOR
,� CONVENTIONAL SYSTEM
0 0o PROFILE(TRENCH 1) oo
\ RrE E°°
vERnOAE SOwE., �
.,z
uEouners PR°MrxE oeoxounI..ETAaETOSE ATrHE SAME \ , '� 's `b W aICRSArE E
P R NMUM FTHEPRSTTw FEET OF EE 7v -,T CROSS-SECTION A-A \� \ ��, .>4. GAREAREDURED ESP
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LENITH OP TRENCHES REOU RED of E,
LENGTH IF TlElClEl os IT
"nMaE-To 1 ,eb > r \\ ROP TRENCHES PRov,IED
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I.
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CONVENTIONAL SYSTEM PROOF PLAN
/.' \j \ ,�
WATER _ SEPTIC SYSTEM DESIGN s SHEET 1OF2
/ 4z.1 / —se — �' FOR
PROFESSIONAL ENGINEER
LOT 16-5 SARACUSA WAY
/ W/ N
cANNE NORTH ANDOVER,MASS.
LOT 31 Ions ,01 ' o� °GE z REALTY TRUST APPOREEN B COMPANY
_ —
SITE PLAN I .a _lam oNTHEGROUTIEYTRATTHEE°GATI°Ns.ELEVATIONS,AND TIES NORTHAN°o�E°RSMa�oes TELEPHONE HAMPTON.15
r'IS PLAN RE"T PNOMAN AC,UAE SURVEY MADE
41 IF
IONAL
scAEE., zo T' sIGw.T°RE or DESIGNER Dnre [tg�
' CHRISTIVIAINGINEERSBLAND SURVEYORS
CHR/ST/ANSL'N&SERGIs/NC.
SOIL EVALUATION RESULTS GENERAL NOTES
1. NO GARBAGE ISAIRLS ARE TO BE INSTALLED.
2007 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS DESIGN PARAMETERS 2 L
DATEOFTESTS:DECEMBER18,2007 DATEOFTESTS:TEST PIT 4/14QOIO;PERC7/14/2010 M. -GANNO.OF BEDROOM$ G oSUPTLERIouslsuBS HEs�oi4unuREs Atao uv[Iis of oIFFEAE�c nssEHIM!
osonssxAu
SOILEVALUATOR:THOMAS HECTOR SOIL EVALUATOR:B.OSGOOD v EU.FD.THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER inAN21NCXE5.ASIEVEANLvsis.USING
UL
WITNESS:RANDY BURLEY,MILL RIVER CONSULTING WITNESS:I.ROWE,MILL RIVER CONSULTING pI..PRACTUN
OR CI�SUSE E FI..AMPL.Pass cVGE w.IEEVE,SUCH ANALYSES MUST DEMONSTPA EF-I iHEMITERIAL MEETS
Test Pit#20 Test Pit#22 Test Pit#30 Test Pit#31 Test Pit#35 F CAL„I'll I IF TIE FOLLOWING SPECIFICATIONS
.-B,Elev.102.2 Sol- I.V.83.9 S.-Eley.BE.. SU...Ele,IISI Sol-El-99.5 LEA11INGAREA1-11E. ..TSF
fFECTIE LEACHING AREA
0-6 A t0YR313 SL 0-12" A t0YR313 SL 0-10" A t0YR3/2 SL 0-10" A 10YR3/2 SL 0-10" Ap 10YR312 SL FOR iNHLrRATOR IIIcx4 Tai sFAF
6-28 B 1DYR5/8 LS 12-35" B 10YR5/8 LS 10-24" BW IDYR5/8 FLS 10-28" BW 1DYR.8 FSL 10-24" BW 10YR5/8 LS .-CAPAITY cHAM.ER
28-66 C1 2.SY6N MAPS 35-56" Cl 2.5Y SO MS 24-120- C EY 4/4 LS 28-120" C 5Y4/4 LE 24-68" C 2.SY5/6 S pew B.oTS mm -
66-90 C2 2.5Y5/3 MIFS 58-108" C2 2.5Y]2 FIMS .DEO 3. vR IMPERMEABLE SOILS.THE EXCIVATI-I THE
Observetl Water. 24" O--H Wale,. 20" ESHWT@36"REDOX Eley.96.5 Es NB1nuM 11111E FEET LaTERAU.Y IN A DIREDGIIA BEvoxD THE
Oo,-Water: None ONS.-...0 None ESHWT@16"REDOX El-8].8 NCH ENGiNNL» oN SYSTEM TO TRE DEPTH OF NATURALLY OCCURRING PEallous
ESHWT@16"REDOX El-85.5 LENGTH OF CHAMBER MEEnxGTHE SPECIFlunoxs of NOTE2xE'aeOILABsoRPnory srsremsl AND aEPLacEOwIrH FlU MAreaIa.
ESHWT @ 37°REDOX EI-99.1 ESHWT @ 35"REDOX EIev.81.0 Parc 26 C4 TP 31 TOTAL, 1A, CH ovE
No Refusal@90' No Refasai@1BE, PBTC Test 26(d TP 30 SEPnc TANK USE. ,500GALLON a. GRAOCALLYPNE6OFTGM KPIISE.I TXE Fp GE OF TXE ExD-OLNAxDB OTRE
Depth of Perc Test 48° WATERT LLE ELEVAn.2 ABOVE THE ELEVATION OF TME
Depth of P.H.Test:le" BOTTOM OF THE EXCAVATION.THE FXCAVanoN SHALL BE DEWATEREO Al NECESSARY.
Test Pit#21Star)Praseak 11:21 CALCULATIONS 5.
SIa11Pre-soak: 11:17 12" 11:36 YEAR SEPrw TANK POMPING.LHEI.LEIS aEL.MMENDED T.AI.ID LEACHINCAaEA
12" 11:32 GPOs/F=ESI SF PROBLEMS.
SUIfAc.Elev.91.8 9" 11.43 W 11:59 440 GPD 6. ALL PIPE PVC.AFTER THE SEPTIC TANK SHALL BE SCHEDULE 41 40INTSSHALLBEELASTOMETRIC
8" 12:05 Th.9'I.6": 14 MIC. UiREO SNTEGERAL BELLTYPE doINFs. -1.ASSEMBLYPER MANUFACTURERS
0-10° A 10VR313 SL Time 9B
I,
22 Mtn. =sea SP/T93 HUT
84.1 FT, SIDDI-ATIONS
10-34" 810VR5/6 LS Perc Rale:E Minutes Per Inch T THE BUILDING SEWER SHALL BE I-SCH-W
c PIPE suaaoux.sD BVAMINIMUM 116-GRAVEL.
34-54° C1 2.5Y6/3 MB Perc Rale:BMlnutes Per Inch Ep
54-108' C2 2.5Y]/2 MIF
SE
GS K GALLON TANK, orvs B. THERE AND NO KNOWN WELLS WTTNIN-FEET OF THE PROPOSED SYSTEM,
OH-Sd Water. N.F. S. =,A
TO THE BOAR.
o11u MATEakl iO eE USED.IACOPV OF THE PESULiS of THE
ESHWT@36"REDOX El-aB.8 REM-LE END CAP 10. THE FILL MATERIAL USED SHALL BE PLACED IN 12 MAXIMUM1IIAPPC11FACTE.uFT.Oa i.ANYPUCEMENT OF FlLL
No Relusal @ 10B'"'
11, THIS LOT DOES NOT LIE WITHIN A NITROGEN SEISGIVE AREA.
USE HOLE SAW 12 THEINSTLLERITILL BE CERnF E.ev rvFlLTPAioRsysTEMS Wc.
TO CUT OUT 13. MAGNETO TAPE TO BE APPLIED OVER ALL SYSTEM COMPONENT..
9-PVC PIPE CUT TO FR
RLIRLtEEO 14 AeENCHMARKWILL eESET INALOCaTiOry 1EA0.TNELEACH1NC FAC LRY PRIOR io ANY coxsraucTloN.
4 NIUF-UTESEAL 15. Att PIPING SHALL BEAMINIMUM OF scNEOULE 4a Pvc.
GLUED TO COUPLING 10. THIS 1111111 NOT LIE WITHIN THE COCWATERSHEDT.
PROTECTION DISTRIC
PE BOTTOM O ON PIPE HICEwiCK OB I.EO TROUGH
! �I RENCH OF-TRE SEAL
B-M TO BE LEFT El
20OIACILEAROUTI'VE a� LEVEL MONITORING TO AULOW FOR 'p HT
SEPTICRTAo K BOUYANCY CALCULATIONS EFFLUENT MONITORING WELL
HIGH TING.AT
BD,I11-10.EXIBTINGGROUNIAT MIT To SCALE 0 0
2. WATER LIS PFACED-VOLUME OF TANK BELOW ELEVATION
FT X IlES PT CU 1.
PVC TEE CTLE 3. UPWARD FORCE Cl FT 62.4 L-U PT=2452 LIS. O O
1. WEIGHT IF
ECHAMBER WITH 4-TOP 11LBS S IFROM 11.5" i6
4 TOP lfi'ND) Pux wEw MIN.a1RSPACE E asvETE s MAN
U..CTURECONCRETE
pR� TOP VIEW
PiL€STIP L
ESEr FORLE_1,.835 2.452=B5e3 LBB p1.NWAR (M �• _� 48 'N6PELn T
FA
i ylaR
4 4INLET
N 5 N MULTIPORT END CAP G.
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BIDE VIEW
3 y AIN
CARF�
BE-.
=rt6)4LIw
�ITO.L � ® ® u.n.PIPE IPE.EAL INFILTRATOR SYSTEMS
`Ea .Ecn1Nw w - QUICK4 HIGH CAPACITY CHAMBER
TOP VIEW z•- -3
E. -U. -VER sLVPE012xn1AAV NWU. TERwL:
NOT To SCALE
HATIM
SPECIFICATIONS: SIDEVIEW
F1 NU
LIEN
SPECIFICATIONS
I
A1NaEN ogcE^1EMMER c zz AoaY. DISTRIBUTION BOX
3 TIIIIE SGRopvE+o xr sEaLED wRH aumEa55ry USE SHEA CONCRETE PRODUCTS m IrPAioalirvl
6-OUTLET H-20 DISTRIBUTION BOX, HIGH
1500 GALLON SEPTIC TANK ITEM No B-BDBH DEPT"PER DESIGN
USE SHE A CONCRETE PRODUCTS NOTES: SEPTIC SYSTEM DESIGN
SHEET 20F2
ITEM NO.TK-M1500 STANDARD 1 RCEDCOxcRETECGNsiaucnvNAND j FOR
O siRBOx SITALL BE of RE NFO -
NOTES: 'EAW ATERTGHTT„R11G»MANu1ALTpREI:..PEL1LAn1NANp - - LOT 16-5 SARACUSA WAY PROFEssONAL ENGIxEER
1. WATEAIN
TIGHNC TANRITOeEMONOLITHIC IERSSPTRULnoNAND DWARRAm 2 WARRArvrr. 34' III-EPARAi10N -+_.. NORTH ANDOVER,MASS.
GHTTHaouNMArvuFACTURERssPEcfcAnlNarvpwARRA C°„"H eE'TIIEIETLEIELLANDPEUEE00.FRA TYP
2. .HALL BE INSTALLED LEVEL AND TRUE TO GRAGE ON A LEVEL wH ANXIIII 111-11 THEDSTRBUTIONBO
PrBLET»nT HAS EDEN MECNANEALLY COMPACTED AND ON TO WHICH SIX oPREVEACED 11 1NTSEtTLIxG;NAnvE GaOUNov4uiHASIX INCIRD TO H STONE eASEI1sx wxER LOCANT:
INCIE1 11_RUSHED SroNE I1AS BEEN PLnceD ro MIwMI2E UNI;veN SI;rnINc. Oilpil awlsC ADEDuare. pG.M.Z.REALTY TRUST APPGREEN&COMPANY
EG1wE1r1
MINIMUM"VER F„IIN„C„SE"SETTLING.THEBEPnLTANKBX LHAVEA PAN INLET ROVIDED INP LE IF THEIN IA LE TNE.ITLETHWENTMAYBE TYPICAL CROSS SECTION NORTH ANDOVER.MADUNG ;E oxE
3. TIESSITTITAN1. NpPIPiEG.HALLBEpE.IGrvE.AND 4. m.TRIBUGO1BOX MALLBEDESIGNED AID LONSIRUDIEDSOASTO QUICK-4 HIGH CAPACITY INFILTRATOR TRENCHES N�2�3B5B PHILIP 1,LHR,
coxsTaucrEo sOLTowRHSTarvo An arvnc PAT OMIN MUM»no LoallxG. 5. BOX Is io HnvE GREATERTHANSIxcHEs of cov.R. EDITHE D15rRieunox norm scLE 'C�' PROFESSIONAL ENGINEERS SURVEYORS DATE:IAPRIL22.2012TM
CHR/ST/ANSEN B SERGI,INC.
' iD. .o.RISER TO W—N 6 OF FINISH—DE \
TO: 6J ,o / HAVERHILL
IN
*CHAMBER= seO GRnG / Locus
1 Nv@SEPTI TAN'INLET=,21.112 / / _ c\ w•LONcx rwlDe x,.s• 1 `' BOXFORD
HIGNt2 Nv@sEPnGTAN'ouRET=,2J.70 / / `�"\ DEEP LEACHING TRENCHES, 1 °
�E EDI % \` TOPOF STONE=,23— 1
122
HAM EEm4E) '2x RADE _ _ _'�\ 112 1,2183
22
I' sEPTCTA .1 \\ / �\J\ 1\ I I )o
NORTH
L v 15' ",z1. ANDOVER
v 6
IS
RACE IF
RGGHEn
,IS
„7J3 5`\ PPED GVAI ; `i \ \\ \ - LOCUS MAP
116
T TH
T"T
s AJONG NG
Rn �,
DE 'IS
1.EvI ,1.o ASSESSORS REFERENCE:Hw
CONVENTIONAL SYSTEM PROOF PLAN MAP 61,LOT 16-6
ToPSCIL
O.00 0.60 ,.00 CALCULATIONS FOR CONVENTIONAL SYSTEMAIPROM IATE LIMITS IF 11 ZONING DISTRICT:R2
TITLE NG G22 'IN
pp PROFILE(TRENCH 1) MG ;a 5005F'LF II oRGMvaRo,�o
EXISTING VERnCALSCALE, 2D.C. D RENGHGARDDIRED „1 MIN.REAR YARD 31 FT.
R N H G TRENCHED PaGu,DEG ,2 T
PRIM THE o- ME EGPRGVIDED 3
i EBmsm TOM1ID 9B5 AL aE LEVEL oFOINGRATE F
FOR A MINIMUM OF HE FlasrrnO FEET OF THEIR LENGTH. -INFO
DATVS. I� HGIGEWALL ,.GFT
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. .. " N Muco E - '>'•--_�,
< z _ GF mafiOaa �mP.I GN 6T
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/ - I
'sEmMENTAnON s,1.
ELEVATIONS i / ' S0 _-�� GN RGL6ARPIe�
e
'� ' 20 �.. �` 1 1 __�TYPa WFA,P l I
'I 1 LOT 16-6 ��/� R }yh
INLETINI OF PIPE AT SEPTITAIN ' ✓FO HJ .�� \ \ AREA N / /- mP.1 / c" N •�
NY GFPPEATSEPnGTAn' -
NvOFPPEAT—MLEr f^D / / i I GP 4 �Q. ""\\\\ "1_ \_ 1 / /w a,
IN'.OF PIPE AT
INV Ar LEACH nT.
G CHAMBER tT / i mATION / iaBEPVOGEousf � ^7 a`PE�C,i \ ` \ \ \ �Ht W A
9 R f
BOTTOM OF LEACHMG CHAMBER, �'+' / TOP 1263 TP SSI \ \ -� 5Q QWFp20 3 I
INV.ATLEACHNGCHAMBER2 +2063 /NsrsiEM / GA9.FLR=1263\\ 1 \129•\ '\ x" $ ----- -_
„J F
250.7,
- Y_ . 1� I
GGTTGMGFLEADHINGGHAMBER2
GFS
' 1 SITE PLAN
SCALE: 20
o-50z C `� / 1 .µ \\ LOT 16-7
SEPTIC SYSTEM DESIGN SHEET 1 OF 2
2-1E.)P.l FOR
Pr,
GEOTAN' J ' \ LOT 16-6 SARACUSA WAY PROFEGGIONAI EnGMEER
,N
i r I� \\ •� NORTH ANDOVER,MASS.
MFIL HIGHu eeR iiiTYPI "P INC. I _ wnEr< ucA.1
T�""(O0.P""�' ""E MAI 31 cors -+zs-__- D G.M.Z.REALTY TRUST APPGREEN&COMPANY
NORTH ANDOVER,MA 0-5 TH HAMPi� HN
g I MERE6Y cEl—THATTHE LOCADING.ELEVATIONS.ANOTIEG ONE:,an0o-,2965,5
ry iHN5OPIAN RESVL TELEPHONE:
LEACHING AREA DETAIL / O° GRo ROM AN Ac ALsuavEYMGE pROFE5510NALENGINEERSB ANO SURVEYORS
GULE.,=20 sIGNATUREOFDESIONEa DATE kt�',
CHR/ST/ANSEN&SERGI,INC.
a�r"nGro 3
SOIL EVALUATION RESULTS GENERA 1. E NOTES AETDBEINITAED.
2007 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS DESIGN PARAMETERS 2
DATEOFTESTS:DECEMBER18,2007 DATEOFTESTS:TEST PIT:4114/201D,PERC TEST:7/1412010
BOIL EVALUATOR:THOMAS HECTOR BOIL EVALUATOR:BEN OSGOOD Ms OSEMAYBE RETAINIED IN THE x4 IEVE. aSIEVEANALYSES ALSO SHALBE ERFORMED N THE FRACTIONS
WITNESS:RANDY BURLEY,MILL RIVER CONSULTING WITNESS:ISAAC ROWS,MILL RIVER CONSULTING F THE FILL SAMPLE PASSING THE AI SIEVE INCH ANAINSES MUST ISMONSTRATE THATTRE MATERAU MEETS
FIR.RATE ° EACH
of THE FOuovnNG SPEC-AIIINE
Test Pit#14 Test Pit#15 Test Pit#16 Test Pit#32
F aancAL SUE
SVTfa10 4 A, TCRI
ce Eley.120,6 Surface EleV. 128.1 Bud..Elev 114.3 Surface EleV.121.0 LEACHINGaAREA REQUIRED ws IF
0-11 A 10YR313 BL 0-8" A 10YR3 SL 0.7"' A 10VR3/3 SL 0-6" A 10YR312 SL 7AS.lLF
11-33" B 10YRWa LS 8-33" B 10YR5/8 LS 7.26" B 10YR5/8 LB 6-32" Bw 10YR5/8 LS HIGH CAPACITY CHAMBER
33-86" C 25Y6/4 F/MS 33-el C 2.516/4 F/MS 26-54" Cl 2SY6/4 MIFS 32-120" C 2.5Y SIG MS O. 11EHE FILL 11
54-102 C2 25Y7/3 MIF S PROVIDED
T a REPLACE
j VTEIAMMIIu.UM OOFive FEET uiERn�ivSNnu CIRe°TIOHSIETONDTHE
OEservetl Water: none Observetl Water: none Observetl Water: None vE PERIMETER
OF THE SOLLAasORPTION SYSTEM TOTHI DEPTH IF NATO=OCUL.Re.ERVIOUS
Observed Water: Nene Es ERML AS REQUIRED BY 110 CMR ISSID(SOIL ABSORPTION SYSTEMS)ANO REPLACED wrtH FILL MATERIAL
%
ESHWT@ 5W REDOX EIOV.115.9 ESHWT@ "REDOX El-123.4 ESHWT@10D"REDOX BID,112.7 M EETINGTHESPECIFICATIINS OF HIEm1 ABOVE,
ESHWT@45"REDOX EleV.110.6 lRIT".lAI=ll .1 FT 4.
NO refusal@64" T H BRT N PUCCODURNINSH OR NOW FOR-IF DI TE EV BAS THEELEVATION OF THE
Perc Test 14 @ TP 14 Perc 15 w TP 15
NOW usal @ 192^ Perc Test 27 TP 32 SEPTIC TAN,,UEED :MO GALLON BOTTOM of THE EXcavarON.THE EAGAVATION SHALL BE DBwnTEED As NECESSARY.
Pere 16@TP 16 OeRC of Perc Test 48" s. YEAR SEPTIC Tung PUMPING scHE°ULE IS RECOMMENDED TO AVOO LEA-11 AREA
Depth of Perc Test 55• GIRD,of Perc Test 60" CALCULATIONS PROBLEMS.
Depth of Per.Test 56" Stad Pre-soak: 12:09 IL LPIPE INSTALL IC
Start Presoak: 2:35 Start Pre-soak 2:40 12" 12:24 =.I=
e6U ttPE�oINTs.as BEM ELY sxnLLBE PERFORMED AS PERMArvuIAcrIRERs
12" 2:50 12" 2:55 S-Presoak: 2:25 Added 259,11... abo GPD/0.TA'.vorsF sss sF sPECH-.Ns.�L
9' 2:51 9" 2:56 IRE GSEwE s E SC 0P PIPESURROUNDED e MI IMUM orb GRAVEL
6" 2:53 6" 2:56 1. 2AI Perc Rata:QMinutes OR,lR.M1 =Sss sFITAB SFn.F=7s.0 Fr. T. THE eu LDry a SHALL + H+ rA 11M
MUM
BID 6": 2C,IL TIme IF R,6' 2m1n. 6" 242 Ep a. THERE ARE AD KNowN wEuswITHIN 200 FEETOF THE PROPOSED SYSTEM,
Perc Rale:Qminutes N. Perc Rate:Q minutes lCcb Time IF R,6" lmlm Ns B. NLvslssHAL11
eEsuaMiTr60 ro THE aoaao of HEALTH FOR mPRovAL PRloaro Arvr PLacEMBUT1.11 L
par per (USE Gsoo GnLLo"NTnNK)LL A A
Perc Rale:12 minutes per Inch
11. TIE FILL MATERIAL NEED INALL BE PLACED IN D'MAXIMIM CIMPACTED LIFTS,
ll1111 LOT 1111 NIT Ul IM111NA NITROGEN IENIITIVE AREA.
11, THE INSTALLER SHALL BE CERTIFIED BY INFILTRATOR SYSTEIRS INC.
11. MAGNETIC TAPE TO BE APPLIED OVER ALL SYSTEM COMPONENTS.
THE III COI"II"
Il PATEll"ll
tT. rRERIOAAEONO IETTLAN sl 11HiN III FEET IF TRE 1111 EED SEPTIC srsTEMi ON OIsrRicr.
20 D 10 +-7 USE ROLE
T.1
ERVAI - d
DIA CLEARNO`T'OV -MARKED
4 PVC PIPE CUT TO IF
RCIRCLE
COUPLING(UMON,OR
E%TENG4'RFORATED VC TUF-TRESEAL
PIPE GLUED TO COUPLING Q Q Q
PIPE TO REST
BOTTOM OF OR FRIED THROUGH
TRENCH F- E SEAL
OTR TO BE
TO ALLLUE
OW FOR EFF �R
PVC LEVELMONITORINGQo 00 Qo
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NOTES. SEPTIC SYSTEM DESIGN
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CONSTRUCTED 61 AS To PINI TANI AN ANTICIPATED MIRMUM 1-10 LOADING. � V ETANDw LOADING. PROFESSIONAL ENGINEER SURVEYORS
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$ DISTRICT:R2 ZONING DIS
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-_ - S MDDC RATE O ' P E-ISO FT.
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CROSS-SECTION -A ATLEACxNGCHAMBERBFE o orvHEIROU ROMarvAO ALsuREVMOE ; ROFESSIONALENGINEERS&LANDSURPEYORS
51GNATURE DFDEEIGNER DA,E CHRISTIANSEN&SERGI,/NC.
eiseMRoia Av
SOIL EVALUATION RESULTS GENERAL NOTES
1,
2007 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS F"GATEcoxsiaUcrEox
RTIwILEFDRsrsi_DE FILL
..ALL CONSST OF SELECT ONSITE OR IMPORTED SOIL
DATE OF TESTS:DECEMBER 18.2007 DATE OF TESTS:TEST PIT 4/14/2610;BERG 7/14/2010 z HILL AT.11..ALL S
SOIL VALUATOR,THOMAS HECTOR SOIL EVALUATOR:BEN OSGOOD DESIGN PARAMETERS 11 IIIIELE""U"UTSOUP
WITNESS:RANDY BURLEY MILLRIVER CONSULTANTS WRNESS:ISAAC ROWE DF BEDRDOM$ NO E LASED.inE Flu SHALL NOTCONrNN ANY MATERIAL LARGER THAN 21NCHEs.A SIEVE ANALYBIS
EI SIEVE,SHALL BE PERFORMED DNNA REPRESENTAT VE SIMPLE OF THE FILL.UPLT045%BY WE GNTOITHNE
Teat Pit#1T Teat Pit#18 Teat Pit p33 ODUS FLOW OMs .1 HE FULL FTHEFOLLE P.SPECIFICATIONS
cH nxnLYSESMusTOEMoxsTRATE inAi TnEMATERwLMEETs
S.I.OS Elev.117.8 Surface Elev.122.5 SDrf.RG EBB.121.9 POR,RATEusE D
'"ll STRAT111T
SOILcvssCLASS I SIEVESLEE PASS G_
0-E" A 10YRW3 SL 0-10" A IOYR313 SL 0-6" A t0YR3/2 SL F
14 411
6-40" B IDYR618 LS 10-26" B 10YR3/6 LS 6-24" Bw 10YR5/8 LS LEACHwGAREA REQUIRED SRS sr
40-6E Cl 25Y 6/4 F/MS 26-60" Cl 2.SY 611 FIME 24-120" C 2.SY S/6 MS _
66-94" C2 2.5Y6/1 F/MS 60-53° C2 2.5Y 5/3 SL 1 11 ].es sFrLF moo D.DTs mm o-
ObservetlWaler. ]0" nGH CAPActrccHAMBER x 5%
Observed Wale,.. None Observed Water: None sl TA RExrExo n MlxlMUM OOFlVEFEEr u�rERaLOLS. E Ecnaus BEYOND THE
ESHVVT Qa 64"REDOX Eley.116.6 VIDEO sOILABsoaenox SYSTEM ro TnE DEPr"IF xA11 ALL DI—TIONS
TIE
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Perc Test 20 A TP 33 TRENCH LEW— MEETING THE sPECIFlGTIoxs or NOTE m ABOVE.
Perc Teat 17 Cd TP 17 Perc 180 TP 18 LENGTH 11 CHAMBER a THE EDGE OE TRE EXCAVAUGH AND FILLED IN
Depth of Perc Test 4fi' —OF CHARBERS PER Gx Iscona FIED DEL ELYDRY.Ru SHALLNOTSE
Depth R Pere Te5C 55" Depth of Perc TESL 49' To LNO BEas WABEETABLEELEVATIONISABOVETHEELEVAnoNOFTHE
Start Pre-soak 12:20 BOTTOM OF TxE ExcnvanON.THS
EXCAVAnox SHALL. DEWATERED AS NECESSARY.
S-Pre-soak: 2:20 Stag Pre-soak: 2:00 12" 12:35 SEPric TANKFUSEOM 1500 GnLLON
12" 2:35 12" 2:15 ASSISI! s TEARS 25 gallon PaoBLEMSF EPTIC TANK PUMPING SCHEDULE IS RECOMMENDED TO AVOID LEaCHINVAGEA
9" 2:36 8" 2:50 CALCULATIONS
6" 2:37 6" 4:05 Perc Rate:<2 M11-1 Per Inch AREA REOF/RED= G PIPE wsTALLED AFTER THE SEPTIC TANK SHALL BE s.H60uLE aBPvc.JOlxrs snuLBEE=TUE` Ic
Time 9"toff-: 1MID. Time 9"IS 6": 75 MIA. LEACID
G AREA NEO•SBS SP sG EKETEDINTEGRALBELLTYPEJ_S.ASSEMBLYMHALLBEPERFORMEOAG PER MANUFACTURERS
Perc Rale:<2 MIAUtes Per loch Perc Rale:25 MI.-S Per Inch MIN,LENGTH OF TRENCHES REOUIREO T. THE BIUIOOING SEWER SHALL BEA SCI 40 PVC PIPE SUeROUNOSO BY A MINIMUM OFB GRAVEL.
1, THERE BID"I PH
I N.SEPTIC TANK CA11COY
211 lEl 1111 P1111—I
- - Ns EO a. sEIVEANaLrsls sxALIeE PERFORMEOON THEFlLLMATEBNLTO6EUMEO.aCOPr OFTHE RESULTs.1.11
BE L50o GALLON TANK)LL ANALYSIS SHALL BE SDBMNTED TO THE BOAROOF HFALTH FOR APPROVAL PRIOR To ANY PIACEMEM OF FlLL
10, 'HE'ILL MATERIAL'WED SHALL BE PLACED 1112-1—Ul COMPACTED LIFfS.
11. THS INSTALLER SHALL BE CERTIFIED BY NFILTRATOR SYSTEMS INC.
11. MAGNETIC TAPE TO BE APPUED OVER ALL SYSTEM COMPONENTS.
11, ALL PRIII SHALL BE A MINIMUM OF SCHEDULE 11 PNC.
BB..B..B DR.CAP 11, TNO LOT DOES NOT THE LA-11LICEWCK WATTIS111 PROTECTION DISTRICT,
USE HOLD
TO
CUT OUT e
INC PIPE CUT TO FIT
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B0 ENCHF IDR FUR TEHROUGH
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IF QP IBnDI MIN.ARM ABOVE reBs QPVIEW��' NOT TO �r �.. xMPEGnDN
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NATIVSPECIFICATIONS: SIDE VIEW pEci s
L=4,11111MNMNMAFTER 1—1,
DISTRIBUTION BOX
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6-OUTLET H-2G DISTRIBUTION BOX, DEPTH PER DESIGN
1500 GALLON SEPTIC TANK ITEM NO.MDBH
USE SHEA CONCRETE PRODUCTS NOTES SEPTIC SYSTEM DESIGN SHEET 2OF2
ITEM NO.TK-M1500 STANDARD 1. o FOR PROFESS ONAL ENGINEER
DIsrR BunoN BOX MHALL BE OF RE NFoacED coxcRETF coxsmUceDN Ary
NOTES: BHALLBEwnTERnGHTTHROUGHMANDFAGTGREaaEPFORDATIGNAND LOT 16-7 SARACUSA WAY
THE BEPnC TANK ISTD BE MONOLITHIC CONMTRUCTIONANDSH 1 WaaRANrv. IN
' WAT. .TTRROUGHMANUFACLURER'sMPECIFICPTIONANOWARPnNIY. 2. DISTRIBUTION'T"'SON
►—T'r°P.�r 8.49'GEPARan°" —� NORTH ANDOVER,MASS.
'"EIIPIIIINI"NE INSTALLED
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2 STABLE I I011a sne 1TOIIS1.1 eeel+IPu DCI MIIIM.0 NEN-INc�` ANG TO oTHERwISEnaEa�nTE"G'"Anve caouNOwRHAsxIxOH BroNFBABF IB DGEM.Z.REALTY TRUST PPGREEN&COMPANY
EETIG T.NIM PIACED IN Flu.PROPER COMPACTION Is REQUIRED To NORTH N�A
MINHEM STM—AND TO PREVENT SETTUNG.THE BE—TANK SHALL HAVEA >. TExII GTO ONE INCH ABOVE THE OUTLET INVERT MAY BE TYPICAL CROSS SECTION —ANDOVER.MAI'.
IMUM COVER DP NINE INCHES. PROVIDED IN PLACE OF THE INLETBAFFLE.
ESIGNEGANDCDNSTRND1eDSDAMTO QUICK-4 HIGH CAPACITY INFILTRATOR TRENCHES ELEPHGNE:,BO 28aB,5PHILIP G.CHRISTIANSEN P.E
3. coxsiaucTEo sons iowlinsraxo ANANTICIPATsO MINIMUM Ii-10 LOADING. eoxHisrANOio HAVELF2DGREAiERTHANSINCHFS OF COVER G. NorrO scuE �' TEL
ENGINEERS 8lAN0 SURVEYORS
CONSTRTGTDNK.CDVIWITITAUNDANSANDPIPING SHALLBEU-10 LGNEDAND DISTRIBUTIONBOtOADIN BED
160 SUMMER IT.HAVER—Ml IROS—POERCH—
B ED IF THE DISTRIBunOH CHRIST/ANSEN&SERGI,INC.
IU.°.°SO. .s G1GRAEAM.NIMNMSLOPEG1:1. ASSESSORS REFERENCE:
= rvp� G.RUBS,ro R.B. Cf FNISR GRnGE I"FIE T'ORL eE -GFLf"G.
r""tnpl�"'L ° MAP 61,LOT 16-8 HAVERHILL
t° MB
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v®CNAN.E= pROP EG.—FGISING 1. MIN.LOTAREA=aS G.F
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sEPncrAN , s RouNONenc i�c n�AN s �e`y� ``� D ANDOVER
nvnno TN IEmS of r°Psa a ° eorroMov TME BELOW
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il
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I 3 AaEa F. I PARCEL B
i A CALCULATIONS FOR I '� SCALE, z°
° \ CONVENTIONAL SYSTEM i
MAP61LOi" SEPTIC SYSTEM DESIGN SHEET 1 OF 2
=USEG - FOR
LOT 16-8 SARACUSA WAY PRGFEaaIONAL ENGINEER
F IN
NORTH ANDOVER,MASS.
FRENCH of ALL 21
EEREGGT OETR"E-11AREA ',°°sF,LF "n.Z.REALTY TRUST PPGREEN&COMPANY
LENGTH of,RENLRES RE pR� ss FT
NORTH ANDI ER.MA°,sAE
=Y CESTIFY
PROFESSIONAL ENGINEERS&IANG SURVEYORS
CONVENTIONAL SYSTEM PROOF PLAN LEALnI"GAREnPRouSOEpOV°EO °:Sf GN,NEGRGGNp.`n"Res°LTfaGMANAL,GALEpRUE.MA°E I s' CHR/STIANSEN&SERGI,,INC.
A.
sLALE, zo SIGNATURE GEGESIGNER GA,E
SOIL EVALUATION RESULTS GENERAL NOTES
2007 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS ,. xO cgaBMEOlsaosus MEro eE INSTAueO.
E. FSELECTI REORIMPORTEDSILL
T PRm,4T2m0:PERc.n4amn PERI vn4aoIo DESIGN PARAMETERSALLCOMPRISEOCLEAN
SOIL
"ALGATIB0.IEIIE HECTOR 201 SOIL EVALUATOR BEN OSG000'0 vaac T/t4rz0f0 SOIL EVALUATOR:BEN OSGGDOSOIL EV UR R
WON 11 111GE1.11LL RIVER UCIIULUNI IITNEII;GAII 111E.1ILL ItIER CONSULTING IDGEIS: ILL RIVER COISIFENG WFUNE-CRAD G—E.PI1 IVER COGGILINA NO OF =
I ALL BE PERFORMED ON A REPRESENTATIVE SIMPLE OF THE B1.UP TO 45%BY WISCHT OF TG
Test Pit 019 Test Pltli 34 Tesl Pit M9 teat Pit#40 SIGNSR'INIDTHE"—DAY C,THESIMPLE'ASESM. cH ANALvses MusT 111 11 ALI'DEMONsragiE iPAT THE THE mEST.
ousEoEACH OF THE FOLLOWING SPECIFICATIONS'.
SLIS.E-TVA E.—Eiev l2d.] S.—GIVY.TIRE I.I.MAY 1ST.e po1NGSSATE F
LEACHING AREA FOCUSED 5B55F
EFEETEGI LEACH AREA
45-95 G 2.SYSn SL Oeee,veawmm:� Nme SL OEservee Wafer. Noae DUaerveewmer, U. rylGry GAPAC(IY CHAMBER T.9B SFILF BSES 0.oT5mm 00%Z5%
Oesewae Wefar xone EsnWT®te'RE00% Eiev.,23.2 FSHWT®too RECOx EI..ITS. EE.-@BC SEN. EIev.130.0 TRENCHES REDufRO 0. REFILLISRONREOTIREIu IINIIR BLEORIMPERIE LEMLS.THEEXCAVATIONOFTHE
SUITABLE MATEIIAL SxALL E%TENDA MINIMUM IF FNS FEETv.TERALLY IN ALL DIRECTIONS BEYONDTHE
ESIwT®26'REOD%Eiev.12'1.5 ES 11 vI0E0 PER
ixE SOLLAesoRPTiON sysiEm TOTryE DEPTH OFNATURAItV OCCURRING PERVIOUS
Perc Teet 29 Cd TP 39 Pere 30(d TP 90 ERIALASREOuiRE1 BV III CMR15.240(SOIL Ae50RPnONEYETEMs1 ANO REFLACEOWRH BLL MAieaIAL
NO Re+usal®e6' OepiM1 of Pa,c Ta.145 DepfM1 or Pem Test se11N MEETING_
SPECIFICAT.—I NmE p2AIDAE.
A. OR TO PIAOFMEM'OF FILL.WHICH GRgLL BE SIGISPILEO AT THE EDGE OF THE EXCAVATION AND FILLED IN
Perc 19 @ TP 19 Sean Pmwak Cx GRAODALLY THE BOriOM OF nl
65 Ena Pre-voak,250 r TACH.F AMBERS 20 I—EO DUWNC RAIN ORSNOW EIX PMsnoNTHEWAiER TABLE E�EVATIOHISABOVE ELEVATION OFTHE
OeplM1 of Part AM. g . A,11259.1,. SEPTIC 1Ary USE. ,600GALLON BI OM OF TIE F%CAVAHON,THE FACAVAnax SHALL BE DEWATERED AS NECESSARY.
THE
Slen U. 5. MS.CUP YEAR SEPTIC TAN%PUMBNC SCHEOILE IS BEcammENOEO TO AVIIO LEACHING AREA
R Ie.aMlaUfaape,Ia Part,afe..2AeePeapa CALCULATIONS PPOBLE
L PICKING AREA REDUiRED= S L PIPE INSTALLED AFTER THE SEPTIC TANK SHALL BE SCHEDULE 40 PVC.JOINTS SHALL BE ELASTOMETRIC
TIma9 ¢ IlsslabwfaC) 440GPD 1 R14 GPOISF SEE IF SPECIFICAnONES BELL TYPE JOINTS.ASSEMBLY SHALL BE PERFIRMED AS PER MMUFACTUBERS
LENGTH
=5955FGT1TRENCHES
,oUIREo T. TIE BUILOINC SEWER SHALL BE 4'SCI 40 PVC PIPE SUBROUNOEO BY A INN1111 OF 6-GRAVEL.
(VSE IC,E OGALLON TANKI ZONE
e. ANALYSIS SHALL BE SUBMITTED TO TIE BOARD OF HEALTH FOR APPROVAL PRIOR TO MY PLACEMENT 11BLL
10. THE FILL MIJERIAL USED SHALL BE PLACED 1112-GRATILI 11—TED HTCTI.
,t. THIS LOT GOES NOT LE—MIN A NITRICEN SURE AREA.
IS THE INSTALLER SHAL L BE CENTIR ED BY INFILTRATOR IYITEIS 111.
U. MAGRET11 TAPE TO BE APPLI ED OVER ALL SYSTEM C—PINEPTS.
15. ALL P IPING SHALL BE A WN IMUM OF SCHEDULE 10 PV1.
MEW-EA.LEGN.CAP 11TIII LET 1111
LIE
LINE
ITEGGOI
� 11. THERE ARE NO W'ETTIANOSIwRNINESD FEET IF THE PFDPISEO SEPT SYSTEM. pIOTSICT.
2ND 10 47—ET
USE
CUT OUT 4 ,e THE OWNERS OF Lois 16-7 MI 1M WILL HOLO TIE RIG TO TIE SHARD OR VEWAY BASEMENT ON LOT,6a.
N Cj3E NOtES'OV PREMAGN G 4-PVC PIPE CUT TO FR
ICT
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ALTERNATIVE SITE PLAN
FOR
LOT 4 STANTON WAY
eve-� c\ ^LOT 18 11 Ise se.� IN
N� NORTH ANDOVER,MASS.
G.M.Z.REALTY TRUST
PREPARED FOR:
SITE PLAN GREEN&COMPANY
11 LAFAYETTE ROAD
NORTH HAMPTON,NH 03862
-UE--. TELEPHONE:1-800429-8616
DATE:NOVEMBER1,2013
PROFESSIONAL ENGINEERS 8 LAND SURVEYORS
CHR/ER AlEREN&SERG/,INC160
M_.0 S7M_3l HPVERHILLMA01930 WwW.C51{HTR13
TEL 9]&3]30310 FAX 9]BJI2-39fi0 COPVRIGHT2013
CHRISTIANSEN & SERGI, INC.
' PROFESSIONAL ENGINEERS AND LAND SURVEYORS
CS160 SUMMER STREET,HAVERHILL,MA 01830
tel:978-373-0310 www.csi-engr.com fax 978-372-3960
May 21, 2014
North Andover Planning Board
Town of North Andover Planning Department
1600 Osgood Street
North Andover, MA 01845
Re: #30 Stanton Way
(Lot 7 "Stanton Woods")
Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Plan Approval issued
by the Planning Board, I hereby certify that the building and site layout on Lot 7
substantially comply with the plans approved by the Planning Board.
Very truly yours,
Christiansen & Sergi, Inc.
Philip G. Christiansen
C.C. Michael Green, Green&Company
CHRISTIANSEN & SERGI, INC.
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
C51 160 SUMMER STREET,HAVERHILL,MA 01830
tel:978-373-0310 wNvw.csi-engr.com fax 978-372-3960
May 27, 2014
North Andover Planning Board
Town of North Andover Planning Department
1600 Osgood Street
North Andover, MA 01845
Re: 46 Stanton Way
(Lot 31 "Stanton Woods")
Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Plan Approval issued
by the Planning Board, I hereby certify that the building and site layout on Lot 31
substantially comply with the plans approved by the Planning Board.
Very truly yours,
C 7h ' &S
Phil'/' G. Christiansen
C.C. Michael Green,Green&Company
CHRISTIANSEN & SERGI, INC.
CS111 PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 SUMMER STREET,HAVERHILL,MA 01830
tel:978-373-0310 www.csi-engr.com fax 978-372-3960
June 27, 2014
North Andover Planning Board
Town of North Andover Planning Department
1600 Osgood Street
North Andover, MA 01845
Re: #42 Stanton Way
(Lot 6 "Stanton Woods")
Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Plan Approval issued
by the Planning Board, I hereby certify that the building and site layout on Lot 6
substantially comply with the plans approved by the Planning Board.
Very truly yours,
Christiansen & Sergi, Inc.
Philip G. Christiansen
C.C. Michael Green, Green&Company
CHRISTIANSEN & SERGI, INC.
C51 PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 SUMMER STREET,HAVERHILL,MA 01830
tel:978-373-0310 www.csi-engr.com fax 978-372-3960
August 12, 2014
North Andover Planning Board
Town of North Andover Planning Department
1600 Osgood Street
North Andover. MA 01845
Re: #26 Stanton Way
(Lot 8 "Stanton Woods")
Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Pian Approval issued
by the Planning Board, I hereby certify that the building and site layout on Lot 8
substantialiv compiv with the plans approved by the Planninq Board.
Very trulX urs,
Christian .,Sem Inc.
,Phili ar�r�eri� ' -----
CC- Michael Green.Green&Cornimv
9
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1
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CSlj,7 CHRISTIANSEN & SERGI, INC.
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 SUMMER STREET,HAVERHILL,MA 01830
tel:978-373-0310 www.csi-engr.com fax 978-372-3960
September 8, 2014
North Andover Planning Board
Town of North Andover Planning Department
1600 Osgood Street
North Andover, MA 01845
Re: #51 Stanton Way
(Lot 2"Stanton Woods")
Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Plan Approval issued
by the Planning Board, I hereby certify that the building and site layout on Lot 2
substantially comply with the plans approved by the Planning Board.
Very trul yours, \1H OFM
Chris ' rxs S �, In
--PHILIP G. cG
CMRISTIANSEN W
P 'i nstiansen clviL
N0.28895 `n
C.C. Michael Green,Green&Company PF sFG'STERNG\��`�Q
NAL E
CHRISTIANSEN & SERGI, INC.
' PROFESSIONAL ENGINEERS AND LAND SURVEYORS
CS1160 SUMMER STREET,HAVERHILL,MA 01830
tel:978-373-0310 www.csi-engr.com fax 978-372-3960
October 6, 2014
North Andover Planning Board
Town of North Andover Planning Department
1600 Osgood Street
North Andover, MA 01845
Re: #64 Stanton Way
(Lot 4 "Stanton Woods")
Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Plan Approval issued
by the Planning Board, I hereby certify that the building and site layout on Lot 4
substantially comply with the plans approved by the Planning Board.
Very truly yours,
Christiansen & Sergi, Inc.
Philip G. Christiansen
C.C. Michael Green, Green&Company
CHRISTIANSEN & SERGI, INC.
' PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 SUMMER STREET,HAVERHILL, MA 01830
tel:978-373-0310 www.csi-engr.com fax 978-372-3960
October 16, 2014
North Andover Planning Board
Town of North Andover Planning Department
1600 Osgood Street
North Andover, MA 01845
Re: #35 Stanton Way
(Lot 1 "Stanton Woods")
Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Plan Approval issued
by the Planning Board, I hereby certify that the building and site layout on Lot 1
substantially comply with the plans approved by the Planning Board.
Very truly yours,
Chr' t,' " &Sergi,. Inc.
Philip s iansen
C.C. Michael Green, Green&Company
CHRISTIANSEN & SERGI, INC.
' PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 SUMMER STREET,HAVERHILL,MA 01830
tel:978-373-0310 www.csi-engr.com fax 978-372-3960
December 1, 2014
North Andover Planning Board
Town of North Andover Planning Department
1600 Osgood Street
North Andover, MA 01845
Re: #65 Stanton Way
(Lot 3 "Stanton Woods")
Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Plan Approval issued
by the Planning Board, I hereby certify that the building and site layout on Lot 3
substantially comply with the plans approved by the Planning Board.
Very truly yours,
Christiansen & Sergi, Inc.
Philip G. Christiansen
C.C. Michael Green,Green &Company
CHRISTIANSEN & SERGI, INC.
' PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 SUMMER STREET,HAVERHILL.MA 01830
tel:978-373-0310 www.csi-engr.com fax 978-372-3960
May 13, 2015
North Andover Planning Board
Town of North Andover Planning Department
1600 Osgood Street
North Andover, MA 01845
Re: #50 Stanton Way
(Lot 5 "Stanton Woods")
Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Plan Approval issued
by the Planning Board, I hereby certify that the building and site layout on Lot 5
substantially comply with the plans approved by the Planning Board.
Very truly yours,
Chdstiansen &Sergi, Inc.
10 OF�N9ss9
O PHILIP G. �yG
CHRISTIANSEN c,
- o CIVIL
4Phili . hdstiansen N0.28895
c>�oF 9FG/STEO
C.C. Michael Green, Green&Company NAL