HomeMy WebLinkAbout2015-09-01 Septic Design 45 Wellington Way lyp SOILEVALUATLDN RESULTS LOT _ -\
}ji1 n� OATS OF TESTS:Ian 11,2015 1 ♦\
y„ SUIL LVALUALOU NO'P Ch1811ansH1 �� \
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{e,1,TERR7 - \ 1 TOPOF WALL=126O;S1';N.1
Surfacr Elevation=173-S Surface Elev,Uwk=12400 Surface CRwatlen=12500 / \ r..r
afN `• v 461ER HOPE
Lmu i ! IMPERVIOUS �i/`'✓5` .Ix'
0.5' A fSL 101A3/2 05' A FSL 10YR3/2 0-4' A (St 10YR3/2 REMOVE IOPSOIL IN IFIISnREA � �W6�`� A'
I BARRIER \ v.::AeA
NEu T FWAY 5-761 HW LS LO5A4/4 5-26" OW LS 10YR4/4 4-31' BW FSt 10YR4/4 AS PER I6 mqs)BElO'N \\ \ SEDII,IENTATION er.at'�
7651' C1 CS 10YR4/S 7651" cl CS 10YR41S 32-84" C1 FLS 2.5Y6/A r1618�' o +• �, CONTROL FN dS:lvSmvTM Ili
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S r� 96" REFUSA? �06' REFUSAL aa• RErusnl 1 ',j 'Sz 1-,__ SEDIMENTATION CONTROL DETAIL
g R OSSERVEDWAUft: ;OBSERVEDWATER go, RLV=118DU OOStMOWAT€FE 64' 1 13 T0(iyp) - A -
L 5 1
ESRWT 'Et-1155D -1S11Wt 72' ESRIYT 51 e:FY 1207E
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\ rI �r 124 - ,L 7A x4 ?�_�, !/ ta,rysa.aayF aYe.,wms.A.ma�+z-,red t,re E.rn:•.uwn•.
LOCUS MAP DepUlofpwtT i; 30' Oeplhefperctast: 30' h\ 1 1 rE$EfivE Ty V. SEDIMENTATION CONTROLINST,ALLED
NOT TO SCALE 5tar1 pre-soak t1:2a 'Slav prPTu3E t:BD \ j All rQ�� .�. IF QISTURBEE]IT SHOULD BE CARRECTEP ACCORDING TO
GENERAL NOTES EnarresPaL 11:39 EnCPresoak 1:15 Nv-1so.D THIS DETAIL
17" 11:39 32" 1:I5 \\ ..>m�,+ +: TP Tc PT 76far ,\ . ,
it rnL xln,Fy4ut rrrt srsresLs naNsrnucrtOly rlLLsruuL vr+.sTrx sFSEeT FnssnE 9' LIAO 9' 1;17 }I�" �IISPECTIO' 25' "��� BEIFCHASAAN:
PR5t4'4NliLD 5041MrfttAL.nIF.F1l NATFP.Iri SIW1FiE CYY.4YY•iE3}OE GtEAd 6' )JA2 6• 1^2D I! ! CUT SP IKE SET
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S.IALLEE HRFPRVFPry I,IFEnACi,GII OF Off F+a riA FFAIuuJ Mcm SnVL \ ,RIFILTRATION \` _
SUCH N:A1v CE4 UU51 FaENONSmATE M41 nIE fJAtERIA r.LEIS EAfA1 PF n:E rotLalnno Qj _ SEPTfo I AREA: I
TANK
siFYF sraE ErvEcrrrE v;niAT wJST 2a 13.3
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§Ito B5B rvY.a A DESIGN PARAMETERS LOT 5 MESSINA fa 134 �� � � l
=xo nr4smm BY-••% GEv£LOPoRErrr LOTS
.I YnrnErnLGREbu'nEn rORwncELH>LnAJ4LE PF4 nacTOmnELe w'aS.n+F NO.OF BEDROOMS 4 COMPANY
ecOAvnntiN or nls u4s+.IlrnBtE uArERlu s,IALL Ex1E1run4sNls4vy of mTd rT:>;r - fvf I HEREBYCERTIFY 711AT THE LOCATIOt4S,EUVAIIONS,9 TIES
uTFRA+LYMNL G1xFcn•NJ56EY0•,O THE OVrER PEUA}Eli]i Ci n:E£09.AHSnRPIY}4 FAAX-NO.OF ROCILAS 9 _ `--'- _
sYsrvJ inrNFcErnlO NAruwuvcxcurucrxe Prnsuus lAATEnruunela[+REn Rv _ _ L•ESSItL1 SIIIll T tB,PLAN?iE LT FROM lJl ACTUAL SURVEY v.AOE
a l4cNRisarO4:PIL R%5c nrr✓>N SYsr€LLs1A:nRLsitcFnuYlrreT ualEntL DESIcN FLol'1 4400ALUAY "'F3Z_ _I PROPOSED HOUSE UE4ELpPME11T UN i •176//
sPEcgr_Aniw301 uorE o,I.ariE tOP FNO=14t.4 --12Q._ COMPANY ,! r//
.`dRR+r4n TOFSAcualrtarlaL.l�n[cN SIFUL eE srocrwn_L-o ArnrEEccEarlrk PEflC RATE USED 2f,SINlIIF t - _
FXCAVATTM MID Ei=NGR VAi LY.n�CAOrTGLFCY'ni:F CAVAM"W1 BE $OIL CLASS CLASS GAA.FL=1a6D l ���,�-
.'234. BSMT.FL-f34.0 SIGMA EOF OSCSIGNER o Tf;
sunstoN.PREIAIn•Etronv.Fals,ul,-Nor uf:s=r rcCP wca.'c F:wlcve rsJow LOADING RATE 0.74 GPSF \p
SrCaiN9 GnE WA1E.R IA4E ELEYAII<iN IS A50YF.INE EtEYAIYJN PF me BOITOLI W _ '1aQ-
OEn,EEA:EAYAnON•INEI a CAVATIPIIFIWLOE ATETrEOASW CESEmiY. LEACHING AREA REOVRED 6955F gr _
41 A TWO to FLI,"1NI FEE711,TA14K FLI-1136Y}rFPVLE IS IitCN. ,IrTO TO AVOJ]
lEAt 411+tU NieA F'440�Ms.
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OB PEREOFuam AS Pm VANlsrcruwixs v,FClFr.arinris. FIFE SPACING
elneF Buso:=4P SFnT�t s4l)LL BEoscrl lA F>tv;HsF sl4:nrAlmx�BYn u3wetuu DEc eliASxL. 37 _ __
R nIERE A0Er4PRYavnI WEfLS mn:w nq rFFr oEn�rRa•t4sm ayslelx SEMICTANKUSEO I,"GAUO"}
e)ASEn'F ANALYSTS 5)}ALF[E EEItrOrsY.m tW nlE Fal IRATtRVi rOl1C USER Acw,
OF TkE RIESlAr60F nirfNnLY5145MALL 6E 5U3,/II TTP T013sE nUf+U,nrIN:NTIi L--IaB— L=9 -138
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SC¢n'IS LOT ODES)NT LIE W P BIi A H4i1rr'riEN rf.Fal4E A,EA -142-_----
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I)IABEhCIn/ARKl1,LL SESEYINAL[KATkkdNf7.A TILE L[J+GHeb FAfdS1Y FHWR TD AYY LONgr14}GrKM. SYSTEM ELEVATIONS •L
,E_
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LSII10 svEnABO,ErJSTV-11 uu OF nl'MO4'OSm LFr-BOO--k NE, 6t AFICiL TEST PfT70 SURFACE:ELEV 124.00
1 4TFEiOCATIM 7
GRQUNDIYATF .
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PILOR TO NJYEIEAVAIN,4N'PnKAVn CALL[,nsnse 0.11-th&n[4}yVFE. INV OF PIPE ENO OF FIELD 127,50
I E1nCCOn011.'U TO DIE LELIA11ATt"ikt MnUn MSURA:atE FIB%6HAM MAP GFiU.MDr.nffrDu l51WBPLSf TVE
WiniMnsrl;uAl nPPOIl47A4PµEA IhV OF PiP£AT DEGINNING OF FIELD i2703 20' 0 20' 40,
[6=WE SITE DOES NPT(-F%Y n11-N 11 lAVE urLratitEVAri(WA!ErSHEO P.=ET+UF4015TRICL INV AT DBOX OUTLET t2113
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FlEm SURVEY NsnCfd.EvR AY4 W04M ISSUD SYME NY,111 A4Y4VERCVASLRVAIg SEPTIC TANK OVTtrT 120.68 SCALE:1'=20' _
IX
4 JISEON J"IukAY 2315
SEPTIC TANK INLET 121).0 -
9 INV AT HOUSE 130.D3
3 - IV-IV
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a'1fiA l�lu41 ItA4 YFW _:f'lliN Ain SPACEAIrYrF.nES J— TOP VIEW
zI — FATE SIDE VIEW ASSESSORS REFERENCE:
I wunLnrl B•u.0 ,• =)=i DISTRIBUTION BOX
I USE SHEA CONCRETE PRopucTs MAP105C,PARCEL(SB
V.I I i4. 55'
1F s rrl4rs 6-OUTLET H-20 DISTRIBUTION BOX,
1'0N A— ITEM NO.8-6DBH
oAS J� E]2016 C31135TfA115EN 6 gERGd,INC
Iwl
SEPTIC SYSTEM DESIGN PROFESSIONAL
U4EER
-fimve<N NOTES FOR
_..r IYFI+Im 9• i1,1ICY,\
SPECIFICATIONS: I. DISTRIBUTION BOX SHALL E OF REINFORCED CONCRETE CONSTRUCTION AND (LOT 5) 45 WELLINGTON WAY
Lca,eREYE4owra raN 4aEu r;rrrT zr c*51s )IaJcvL4cta(rre Jc•ul eEhLEBµTrN R�mr>=Fzsar gl IA11 OE WATERTIGHT hfAOUGH MAfFUFACTURF�1'S SPECIFlCATIONAIfO ,�
F s4(xrl ra rrcism s,N.rYa�u SVARRAN7Y. !t-0 1 i4 T
zuL - P4c£f.FFfaFrrn nsnanmaJ
�1500 GALLON SEPTIC TANK NORTH ANoovER, MASS.
2. OISTR{BUTTON BOX IS TO BE SET LEVEL AIM TRUE TO GRADE ON A LEVEL STABLE 1.
43A,SE WHICII PAS DEEN MECHANICALLY COMPACTEO.IF THE DISTRIBUT414 BOX
EY SHEA AMESBURY MA ANDTO PRIM FILL,PROPER COLAPACTION IS REODURED TOENSUREMLULITY �) S
AND
TO PREVENT SETTLING;NATIVE GROUND WITH A SIX INCH STONE BASE 6
NOTES: OTHER5YISE ADEQUATE. RECORD O''ANERJkPPLICANT �
s raelA:,ANK F:rnn-t a7N�rr.,s Nu PR a 4. nc MESSINA DEVELOPMENT COMPANY WLIPG,CIRISTIANSEN
v,nlLrNn'„nn,.iaJal unwrvnwu.:LS SFEcrFlCsrur4 W.uxAlownY 3. AN INLET TEE FXIENDING TO ONE INCH ABOVE OiE OUTLET INVERT MAY BE PROVIDED IN PLACE OF THE INLET BAFFLE. 277 WASti'fFOI01l STREET t
2 II.L I:u'I+<:In,•.x SFI.S[L EE+Us,NLEIUFZa u.o TmR.,n CRW4C BATE FESNI7ARY 19,2016
cw A Irss t yruaE LtAse rxa a(s nFnu,el:nrh',rs4.tY cumm:rFu GROVELAriD I.FA Of Rao
rY.L in,o �tr�r I LrT � E - s 4, OISiRIeU7foN BOX SIiALL.B[DESIGh1EU Ars}CONSTRUCTEO SO AS TO REV:MAR.21.2016,VAR.0.2017,
i 1.,1-DER CfA•ACl�H S3 FCOlri]a rUCM1 l-L- VVITHSTANn H 2010AOG.:N
a h r a m C INrn tru I-. PROFESSIONAL ENGINEERS 8 LAND SURVEYORS MAR 24,70f7
AVM ,t L,b N(IS E
a n4E Errr;re.rn scev:4r..en(v.''r r:)e:wi[eusyl;FS} 6. ARISER TO T`f1TTllN 61NCHE50F FINAL GRADE IS REgUfRED IF n1E O'STRIBUNON CHRISTIANSEN &SERGI, INC.
u:ualr.'�n,Lwnu:+,A9 nshnrvarAan A4Nn.'rA— Hr) BOX IS TO HAVE CREATER T1 LAN MILES OF COVER, S60 SUMMER STREET.HAVERIINL,L•ASgACHUSETTS DIM511EET IOF2
CSI
LOY"v' Vi,%V.CSI-ENGR.COKI TEL.928-37d0310 FAX 978-3223%0
DWG NO.1403 0`t9
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$OILLVA1UAl1PN RESULTS LOT5
DATE DE TESTS:Jan 13,2015
- SOIL EVALUATOR:P1,E6p Christiansen
++� -WITNESS:Isaac R",e,MILL RIVIERCONSULTING NJF fNxnS515rn
TOWN OF NORTH ANDOVER ry,. rT'r-aal
-i.. ;-ieil Pitk7A Test PitiF7R Test Pit p7L UInTra°axs A-•IA - P-"Et° 1t°
I� Surface 11I=123.5 Swrace Elevallon 124.00 Surface Elevation=125.00 ' ` �31
T N WAY LOCUS
! 0-5" A FSL 10YR3/2 0-5" A F$L laYR3/2 0�' A F51 10YR312
IItG 6' Clu°'
I 546" OW LS SOY94/4 5-26" BW IS SOYR4/4 4.32" 'BW ESE 10YR4f4 /SEDih4E14TA ON
16.5t" el CS ]OYR4/5 : 16.51" Cl_ CS 10YR4/5 32-94" Cl FLS 25Y614 €84.87 5/ CONTROL Eaae.r05715D.r^"
Sf%' C2 MS nY5/4 51.86, CG MS 2bY5/4 _ { O .Plan Vww� PiIreF�SEIiSo ^'S°cticn
6 96' hEFUSAL 86" REFUSAL 84" 'REFUSAL L /�
3 d OBSERVEOWATER! OSSERVEDWATCR 80' ELEV-118.00 OSSERVEDWATER: 64" _ r],AL `7�2 SEDIMENTATION CONTROL DETAIL
LShWT -. EL=11S.50 ESHWT 72" ESHWT 51" el"00.7: PEA=•2i,70U TT 14
Mnar^NDn41}rr..x.
T M 1213.4 z w.ssr.'.< �:va;,.roNlo-never rm.z+�,3
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.Perc Test 7A Pore Test]0 _ C �j �.1 P°R
LOCU j MAP Depth°fructest: 30, Depth otperctest] 30" ��R $ERNE SEDIMENTATION CONTROL INSTALLED
NOT TO€GALE $[a,£prrs6ak 11:24 Start pre-soak t:170 D9GX IF DISTURBED IT SHOULD BE CORRECTED ACCORDING TO
End Presoak 11131 End Pre-soak 1:15 \ �-� THIS DETAIL
GENERAL NOTES
12' 11:39 12, 1:1S
51 FlLLMArEa101 POR SYSTF.rJSCONSINUCn a1N nLL elwLm!:`Tsr b'SLkECT a4_SITE 9' 11:40 9" 1:17 / I
OITlL1PORTEP
GFiA4 W-TItE rLLI!}AiER�ALSIlALL 6E COW'nIiEAUFG�AN MIKTLmES 6^ 31.42 6"
SPNE
11LAn NTEANM HESmlou5 SLWTAICS. 1"2B is
ANa SAYERS OF DtFFFAEFIr CVL55ESUFSrIk$SIW.L IJD71TE 1}SED_I11EnLL51Va1 NOT TIme9'1:06' 2MIN Times,to 6" 2MIN r
CONTNN ANY IMIEnIn URGER TFW 12 W 14ES A S&,yE ANALvrIS.Us°:GA e4 SIEVE,
SIMLM PERFORWOOIArtEs'RESENrhrXGAFaIYE rsP TI.Fu DP Tais%RY \ SEPTICTANK A �L
WFJGISTOF iTIE SAVPLE MAY tSP RETA/4FDUH THEWSIFVF.SIEVEAI YSESALSO Pero rate: 12miDllnch PT rate: 12 minfinch _ A
SIIAILOE vsEs RM£D DNn,ETRAC vP ce ATSAf.KtE PASa1NGn Ti SIET,E. -
SVCIa A4NVGE3 LNSr DEUL1i5ERAlE 111At nIE RATER W,uEf1S ENPI OF n1E FIXlO'h1Na
S'CVE ST,te E %nor ukrSr
iEC1nE - n O
PPRFEY,I E b 3.5 NIG7f ULNOS�APEWALL
01,
PASS
w 4 415 mn msSEIE 'y _
wso Ow-1 tax-t00% -- ..- ........_. OJ \ � o L�iOLJfW1TH DROP
AIOe D.LGmmT,.2:% DESIGN PARAMETERS LOT 5 Y
O
PaD6 ooTsrrr� o;l•sx Y
21 YJNERE PILL 0 REOVIREO TO REPlJIC:ON'qIwrAslr:oRlnvElu.IFnssr:SotSnrt No,OF BEDROOMS 4 SEPTIC TANK
LLI
O( AMM GF PIE 11!iSUrrAILLE MAIERIA 51 W.L FaRElrn A Mtt�DIL1 OF rnra FI:Er
LA11F.lV wxLD�nEcnoNSDEra:°nl ouTER PERAaETPJT OF TRH Sn AA',Cft Mj MAX.NO.OFROOMS 0 ��yR P f1 u�u _ p IHEii YCERTfFY HAT DLQCAiI0N3,ELEVATIONS,8TIE5
SYSTEM TO 40t"ILnTOFtIATO'JMLJfl IVRn!4G 1'EI24TWSAUTERNL IS RE4RREa DV J - Q OSED HOtS� 1_ _ SHO T}`€$ '! UL[FRDM AN ACEUAL 5HRVE'f A1ADE
]socLm+szi°tsaR AFso++PnO4aYgTFaIIyN�RePLM:EDvtnlrnLEumtLu DESIGN El.U4Y 440611LJDAY y
MEErnIOni�sPEc°ILAr1DN5OF NOTE vet AovE PERC RATE USED 2MBUIN -1 T.O.F.= 4a4�8
31 PRIORTOf CEAL ftOF1AL.xv'CNS}uiLaESTOCMF,ILOATn EOGEGF11ff p fiAR.FL.=136.00
ExCAVATIO. .4W MLE.etnnuwAUV,nI E 130 o of ni CAVATK"E+iM1LL SE SOIL CLASS GLASSF
SCAft'Fff0AF10 REUmT1Y aRY,F44$lW LNorBE PIACEO WR;I:n RAN DR SNON LOADINo RATE 0.7d GPOMF
4 BASEL=134"00� 2iPDESIGNER DATE
Sv nEmES ICAVATION,TT TUCAV TIMN&N43 RE(WE VAT EL£VAs Wy .e m BOTTUAF "
QF Dff ETICAVAnaN,THE ExcAvnr1a451V,r1 DE aErVATE1TE0A3IIEL'EsSARY. LEACHING ARI=q REQUIRED 695 SF
41AnY0TOFp{,0.yEF/i SEPTIC IANK PUlel3l,0$LTIfDFILEii FEG6AR'Prl]EU LOAI'Gitl Lilt 1 d' _ _
I EALHWG AnEAPFFUSIENS P _
FIELD 24'X 25'=600 S.F. _
R ALL PIPE W STALLEa A.FIER n1E$PFIIC rAi K SFViL EE SCHEDVLE 46 F1G.J0143 X
SiV,LL EE EV.410\I£TR:C aASXETEP F171FGI'N-LIELL n'PG IOINrs AsSEUSLY SIWL DEP111 OF STONE 0.5
uE PMFORVED MPER 3JN:IJFAC IIIFI'ECTICATIONS PIPE SPACING 8FT
61 nis BU:LO:NO5 %Uk SIVLL BE 4•S Fl 40 1 W KPE SUAROVNDEUDYAL11Na1LAI01'V VFL. 4 ~
H n1eRE A¢E rro lmOTbrl]4'PElswml:N lS°I,EE[crnxn+oroseD srsrEsw SEPTIC TANNK USED 1500 GA11-ON
T` TO
61 ASENEANALY61s SIW.1.RE PERFOR'+Eo'Nnrt FLi VAIFR+Al TO GE USED.ACOPY
OFn1ERESULTS OFTHENi4LY515SRAI IESV°N OTOTiff DO.WaOT1E nI
FOR APPROVAL PRIOR TO ANY PIACElSFn'�r FILE 'S
s1 THEM RATERNL USED SFSAtL DE RACE,',I0IZ4A1l"IC0MPACTFDMFTS
SOl l W S LOT00E3 NnrLaE SYnEENA T:R32aF{F SFJSm4E Ntth (�
121 kIIGN'ETIO TAk'E TO SE AP%4EA O�r3T A11 iVBTEMIUhInf)IFNrS +- -
,]IADUXC VAWtl\SLL DE.ETINALOOAnar RF2IE FIIE LFJ✓JNNOFACfIftY H]IpR TO AJN GOh5TRaCt,D}a SYSTEM ELEVATIONS "
t4I ALL PIFIN43HALL 8EAN'NotI,JFI Or SLii VLE 46 PS'CAND/N1T:IYM1TERIIGM lDIMSLNo O1IA COlry"pLT,FaUI BASE ��{�
I SI w Omw'gEU:F'OSAiSp}iE TO DER:SIA LEE.
16J riO WEn ANDS EUS1 VAlIir,4 RO OF O> IOPOSM ti A[Frrtl Fg ORRESERYF:kw TEST PIF 78 SURFACE ELEV 124.00
1N HIE LOCAnOYOF AILUYOERGRWNa IIT JTIES$FW'',"lt 011 ARE Wl`R01(RNTE AND ARE l SE904A GROUNDWATER ELEV 11800
cOMDINAnaeIOF FlEtO LOCAnON3 ANA°Im INSORalAnONrF.ONI P1AlIS SUTST.IFA evyNupUSIRVIIY ITT-= -�'
COMPAN:ESANtl GOVFJtrTMEN[AGENGES,INAGCORAM�CE N'ITNM.01ClV MMZSECTKW d.NCLUDoM BOTTOM OF STONE 123.00
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ASSESSORS REFERENCE:
I Ir M. sA• USE SHEA CONCRETE PROOUCTS MAP105C,PARCEL 88
sFwm 6-OUTLET H-20 DISTRIBUTION BOX,
Q.r rItiN. ITEM NO."0811
_ G 2016 Cl RLSRAHSEN d SERGI.INC.
F E SEPTIC SYSTEM DESIGN PROFESSIONAL
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-] sEcnrNvxw NOTES: "4? FOR
r rPJrn SPECIF 1.
tCI DSSTRBTLFTION BOX SHALL BE OF REINFORCED CONCRETE CONSTRUCINONAND � 4'PVCPIPE (LOT 5) 45 WELLINGTON WAY
ITIONS: WQ
f Con'cnzri 4."'Fs M:N°Rlll AFIEn M WARRANTY. IN
2 ua RSrs SHALL BE WATERTIGHT THROUGH MAN UFACTUREE2'S SPECIFICATION N!O
nEWr RLFJ¢Tar l'PI A9rM D1)11.Q] 4'PVC WYE NORTH ANDOVER MASS.
]TUNGUE li snOOYe JDRIr SEALEL vmllwmE REsrI 2. O15TAIRUTiON BOX JS TO BESET LEVEL AND TRUE TO GRADE D24 A LEVEL STABLE 1 '
4 MOPELN6 TK I5N 5rPNDAAD
1500 GALLON SEPTIC TANK IS SE PLAC ICH HAS IU-M I E COMPA COMPLY ACTION
IS REQUb U.IFTHE DISTRIBUTION BOX
IS PLACEO IN FILL,PYtOpER COMPACTIONIS REQUEREtl TOFI4SURE S7ABULITY 4`-45'6EN6 4'Pl/GPIPE
AND TO PREVENT SETTLING;NATIVE GROUND WITH A SIX INCH STONE BASE IS 70 UUOV
NOTES' OTHERWISE ADEQUATE. RECORD OWNER7APPUCANT
1.0d SEPTCTANKIS1 a eE LIDWtlnt:c a 11RUCTRN MP SHIM EE
NAIEnTPNTr„RU iNIWIurAcnnT£R'S SPLL4lcwnolT KNOWA IUWIY. 3, AN INLET TEE EXTENDING TO ONE HCHABOVE THEOUTLET INVERT MAY BE CAPS MESSINA DEVELOPMENT COMPANY PHELIPO.CHRISTIANSEN
2.WE SEPTIC Tu K,:+�.I IA PROVIDED IN PLACE OF THE INLET BAFFLE. 2"WASHINGTON STREET
1]RALEY}I.sTAeLF A=-E ntAT K"Mll oP(sA YAIIYW0 A5R DATE:FEBRUARY Is.2056
Pw ar ro N11,!!1 s 11ranEs aF crvsr.Tn snr,L:lus cRzrl --- GROVELAND MA D48-45
nA.cFa To IuarL"rt uni:lEll sETrUxo R nce sEmrc rANals 4, DISTRIBUTION BOX SHALL BE DESIGNED AND CONSTRUCTED SO AS TO
rIAtED ry F12 Pli eccVPu:,soN is RCDlnnEa loos+J0.E WITHSTAND 11-20 LOADING. RPV.RAR 22.1016
srw'urr,uuTorEVTNr sETR�NG me sanaTANR swot vnsc CLEANOUT WITH DROP
Aara:,Aruu Lvint r.mE FucNEs PROFESSIONAL ENGINEEft5&LAND SURVEYORS
a-RA';DI:ollcrMM.1-errErss 5. ARISER TO WTT}IIN B INCHES OF FINALGRADE ISREQUIREDIFTHEDISTRISUTION N.r.s. CHRISTIANSEN & SERGI, INC.
snu�En al As ra Y.nu>FAAONIA4TTCT'ArFnEL,I„AUaN Ia BOX IS TO HAVE GREATER THAN9 INCHES OFCOVER.MI-1- 160SUMMER STREET,HAVER!€ILL,MASSACHUSETT501030 1 SHEET 10F2
wWL'I.CSI-LNGRC0Il TEL 9701 FAK 97AvT720960 UVJG,NO.14031323a
.