HomeMy WebLinkAboutApproved Septic Plan - 168 GRAY STREET 12/8/2017 (2) ...........
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TITLE 5 OFTHE' STATE EN'VIRO.N-ME-NTAL C 0D_l,`:-, OR 1,0("Al, lAEAL'rBl:, W I'l]CHE VER,
2 IS MDRE STRfN(ll`iTq-
OPTK)INId 112"' NS�,-�'R
1 ALL WORK ON LANES, GRAIYESAND DEl'AILS SHOWNTO BE DONE BY A
WEIGH1
,TEM NO, B.-61A3 LICENSED DISPOSAL WORKS INSTALLER,
..........................................
6 O(JiLET Sf�_T�lffATFJ"'\ 3. ANY jN,rfzNDED RFAqSION OF PROPOSED ELE
6-608c" c7JWfT 6�iY 4 fa 'I
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9-608R RISER SECDON 1 7
LOCATION'S AS SHOWN SH,&LI,BE APPROVED BY THE ENGlNl`,.,ER AMD ffl.�iA
AGENT T�RIOR '170 IMPLEIALNTATim, . L'Ili
4, PR0Pl.-,,lCl`Y Lf.Nl.,.S Al' " AS St )WN ON A Pl'.,AN.ENT.r'rIED "PLAN OF LANDIN
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NOR111 ANDOVER ANDAN130VER, M,A., AS PREPARE'l)FOR,MARYA, S`113LLA
REALTYTRUST Ill, YNNE"I'KILISKA, TRUSTE3,0% SCALE" 1":---40% DATED 9/12/02, 13Y
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PEMBROKEI.,AND SUIJ�VE`Y C
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(3) V WA INLO ............ I .. J
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vq, 5 'I'lil"i CONTRACTOR SffAll.NOTIFY 'rIffi PROPER INSPEC'I'ORS ANDALLOW SUCIf,
3* 21
TIME AS IS REQUfRED �ORMSPEC,rm&
L-9, oc 6,, SAFISTY �W]�,ASTJRES, DAN�"'-'T�"�O-DAY'(,'O,N'I'R'.01, OF WORK AND CO3NS`.f.'RUC'ff.0N
i" TAPER METHODS SliALL BETHE", RESPONSIBIL11'Y I OF, 111E CON'TRAC17011,.
fl AN 1 EW SECTION VWW' 7. THE ISSUANCE OF A PERMITTO C0NS'rR0' CT OR.A CERTIFICAll OF COMPLIANCE
WEIGHi' SfJAIA,, NOT BE CONSTRUED AS A GIJARA�TEX THATTFIE DISPOSAL SYSTEM
6 OU"FLEl' BAFTLE BOX WILL FIJNCTION' SA'rISFA(""I'OR,11,,Y',
B6I)FABC COVER ONLY
8, PROPOSED B LJILIDIN G FOUNDATION CO
Nf�,JGURATION ANLYLOCATION ON ITIE
LOT AS SHOWN SHAL.I.,B143 VE.Rifff."I') AS ,r 6(.,'ONFORMANCE wull FINAL
N D ZONING BY[ LAWS
AlKJ11TEcnJRAL PLAT S AN
9. TFIIS Pl_AN IS NOT INTENDED ,'ro sHOW A p
CONCRET`� 4�000 PSI WMMUM WIk'A 28 CAYS, 1�1_`�.N'Gl qE,'EREf) BUH-,DING FOIJNDA110N
'NEW ENGIAND DESIGN, WHICH,W0Ul,,,,D.1,NC.ljjDf�j L,,rAj S
2, DESIG'N rC)NFORMS WlTH 310 UIR 15,000, DEP I A ND 1FINAL ELEVATIONS. OF
PILE 5 f�LGS, FOR DISTRIBLA1110N [30XES, C-O.N(TETE PRODIN13 INC, I
FOOTINGS WAL LS AN SUBSURFACE DRAINAGI:'� TO PREVENT IN17E, UOR,
D
FLOODMG, SUG( ST
1)1 S'T�_�I B Ul 101 N B 0 113 FOUNDKrIONDRAINAGE MEASUR-ES, AS MAY BE
SHOWN, ARE SHOWN ONLYAS TO INDICA� 1�,f
6 0 Ulli F .17EI TFIEIR RELA' " ONSHIly W1114
-------____--------- VARIOUS SETBACKS AND Wl`�',11JVND CRYIJIMIA.
vIliJANGION, MA (97B) 65B-2645 AMESBLJRYI MA (9�78) 388-N509 PAGE 1), 10, Tllf�', C0Nl'RA(,,70R SHAI.I.,Narwy -DIG-SkFE" AT' l-800-322-4844 AT LEAST 72
NOffNGHAM, NH (6,03) 942-5668 110URS PRIOR,TO ("ONW.13NCEMEN'r OF CONsm'UCTION,
11, ALJ.,�PIPE JOINTS SHALL BE MADE WATERII,TIGHTPER 222(3)8r, (4) AM3 MA,11�02,
12, THE 131JILDING SEWER SHALL 'BELAID ON:;A COMPACTED FIRM BASE MAI.222(5�),
Tf.`113 131JILDING SE,WER SFIALL Rr]. LAID (YN�A c'0Pq,rrNU0US GRADE D,� A. STRAI(All'
LTNE PER 2,22(7),
14. A M1NIMUM OF �ONE 24�'�' Cli�f�[�,,,I)PROOI;'RISER/MANl-,](").L,]'.4, WITHIN 6" OF FINAL,
S011 DAT'
�1 !0�lxfik GrRADE 0Vf,,R, ,n-u:i, OUTLET END OF 'I',[,-g,, S.RP'TlC TANK' PER 228�(2).
g',VA 1,u A-ro K - Zy'�O Si� 4--':rZ VvA-r�4 A 15. IF PLACED INFILL, PROPER COMPACTION IS REQUIlU31) UN1,)Ell, TANKS AND
DATEl- MAY30, 2002 DISI,Rff�1,17'10N'BO.XL,Sf)l-;,R 221(2), A SIX INCH CRIJSHED ST GNE BASE IS TO l3f,"
WITNILSS' JOHN NOONAN' R
PLAk"l,"iD UNDI:.� COMPONE,,NTS.
16. SEPTICTANK, is ,rO B A ONE COMPAlt
E ,.1'MENT, 11-10 TANK_
14-1 (1912,51) 17 SEPl."'Ic 17ANK ANDDISTRIBUTION BOX SliALL BE WATE',R-,'TlGfJTPER 221(1),
.p ri r IM I
0-12", Ap, FS1, I OYR3/21 I& SE ' C TANK "' 0 HAVEA MIN lJM 9" ,�N,;MAXIML M 36' OF COVER,PER 22](7)&
12-21", flw,FSL, I 0YR4/6 228(1)�
21-75", C, I S, 15Y5/4
19, ALL OUTLE"I'S FROM111E,DISTRIBUIIONBOX ARE TO BE CONSTRLTOITiD Al,�
E,SflW�T, '2'4"Sl90�5')
------- vv SAME, ELEVA.110N 11ER 232(3'(b):, AND LAID
LEVEL FOR'HE FIRST TWO FEET PER
2,32(3)(b
14-2 (193.0') 20, Dil,PTH 01�, ("OVER.OVEK DIS'FRIBtYrION 11OX SHALL NOT EM."E'l,1) 36", PER 221,(7),
20" IIIA 0-10", A�p, FS1, I ONJ(3/2, 21. LEACH SYSI"EM EXCAVA110N SlIALL EXTEND 6" fN'l"O Nlkll'JRAJ�� S011,PER N.A.
Cl�:Ar,10IJT CDVLF� 10-18"', Bw, 10YR4/6 9.02.
18-92", LS, 2.5Y5/4 22- F11
L MAJI.ERJAL SHAIlL,BE COMPRIS
ED
E�S,11W T 14"(191.0) 0F:P' AN, (3RANULAR SAND, FREE FR,()M
ORGANIC MArrER AND DEilAirr , 110(JS SUBSTANC.ES Pl-.,R,Z (3)
Ell .5
P-lonAUGUS'1727, 21003 23. PROVII)E MIN.IIJM 0.0211,/ft GRADE SLOPE 0�13R LEACI-f SYSTEM PER.240(l 0),
24. '11,11
5 , 8' AIU�,N�O Sl,,fRFA( E WAl 'it SUPPL113-S W1 IflN '].,LS Wl"J"f N
7 min/in 1E T 400% PLIBLIC WE, In
400', AND NO PRIVATEW13LLS WITHINA 00'��OF SEPTIC SYS]E
M,
p `PF
25�� ALI PLASTIC PIPE SHALL BE SCf-1E'DUflb, 4101 V(,,, R,N,A, 10�01.
SUPPLEMENTAL DATA. 26. THERE SHAL1,BE A,3 INCH AIR, SPACE BETWEE lNI,OPS OFTEES AND INSIDE 017
7",01 fo DATE,� JANUARY 13, 2005
TANK COVER PER 227(4)- 'rrlL5'S MUSTEXTEND 6"ABOVE,FLOW LINE PER 227(0�
WlrI TNESS� M.111,RIVER (AMOY I ',
IN ETrlu,_'Nl1JST EXTE'ND I 0"",B ELOW FLO
Wl 1, WLINE PER 227(6). OUTLETTEE MUST'
. _4� EXTEND 14" BEL() 'Ir"�OW I',. -
........ NE, PER 227(6),,�!�TEES MUST EV, E
............... 14-3 (194.0') i 1ENDT01 Cl-iNTER OF
------- ACCESS PORTS,
F'LAN VEW D?,W, 11,11, 0-8", Ap, FSL, I OYR,3/�2 27 PROVII)E- 6 INC"-' CRJSl1f3rD S170
""-TRAME AND C[I'VER 11.1 NE' flASE BENEAllf SEP,ricTANK AND
�:,�ASH (3RADE
8-22", Bw, FSL, I OYR4/6 DISTIU13UTION BOX,
...... Z- 22-108", C, LS, 15Y"5/4
E,S.1l,'W,T, 14"(1918p)
e52 f�el 1)651 6v E�,e4p C4"I
..........
p
_21�_
PIPE 4 PL A S T 1 4 (194,0')
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4 LA 0 C-A,-",r& P I
3' Pff-1 SEAL 0-11", Ap, FSL, 1.OYR3/2
H,-23"', Bw, FSL, I OYR4/6
V' MA
B),e W"4 4,E�A-r(4, 'A t X 6'v"J 6,0",
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Al DAILY FL,O'W,,
- --------- Dfi'SIG" FLOW
110 GPD/1"3DIR TOT
28 [M)",
L
CONCRUE! 4,(r)&' PSi I,Q',W,1UhA AFTD 14- 3 550 GALS
:�lzi GAMIAGE GRINDER,
5,;,E N,k''o NO GRINDER SfIAI�l BEINSTALLED
DEDGr4 3]�,) Clvff�, 15,00, DEP '92, 8' V fl,,:�, OBSERVED PE,,RCOLATION RATI`�,',,
5 REGS, F�OR! ""A S[C 7M
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'REQQkARE
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"AR"NvIEM' �"MWS� T()TAI LEAC1171ING A '
O�P _)N/, I FOR MO CONCRETE P"'OD"',71"' ltl'�A REQUIRED: 982 SF
t) TEES A�%D GAS BAFF L, SOLD SEP,4IRATELY., S E F"'I" C 'TA�11 TOTAL LEACIUNG ARFA PROVIDED� Xr /�J
9910 Sf,(45�,M- 5,5SF/rFT)
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JU FILE 14� Grray Sh �(,wt
AU:,5fl) AVAJL./'4,"dL,(: WJ -20 LOADINC,�
1"=-20' FIOR, JOSE,PH J. SERWAWA, P.E.
'�,,IA, (9'y 8) C5'5 b-- 6, AMESB(JR"Y', MA, (978) PAGE B14 "'=2' VER.T. POST OFFICE BOX 10,16 INDIVIDUAL SEWAG
kkC)I- NG,�V�dvl, �,fll (603`� N2--5668 E DISPOSAL SYSTEM
NORTH ANDOVERt MA 01845
978-683-6595
SCALE D A TE NORTH ANDOVER, MASSACHUSETTS
DRAWING No.
3
Q�vl 11.Ei S
20 FTO SE PTEWER 28, 2004 6 L.)
MARY A. STELLA REALTY TRUST LITCHFIELD COMPANY, INQ.
REET
162 GRAY Sl
JOB No.
NORTH ANDOVER, MA 01845 126 CAMBRIDGE STREE-,r
SHEET No,., 2 OF 2 978-683--21,32 BURUNGTON, MA 01803
781 -270-6859: