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cr• NO(E: All INlCTS& OVilEtS SHALL CBE SEAIf.D,
SL.Ci.I�.O,�yltw - 1!ITH HYDRAULIC CEMENT. ''
6:COYPAC+(D ClYSNCD .
• ..aiDS/L SDAVCL 3YB-RAsr ; -• •' :DE SIGN...CALCOLATIONS .
'IL65,WILEIa,'rxNrS.AND COVLas. • (� �/ DETAILS
e ar SIALCD AND MADE WI Ira rrSNI' .. Q�—BO/� -. •.
... .. !P_. CAL./DAY =._lS.'.:-�C'
'TIC TANK ViT'AkL Nor.to scALE DESIGN FLOW �_.. BEDROOMS z
NDI rD ScAr
Of SIGN'PERC RATE:..I D-- M.P.I.
} SOiL.CLASS: .. ._....�__
OfsioN'FoR uucii FIELD (SEE DETAIL)
PERC TES f RESULTS ..LEACHING AREA.REOUlRED =!lx�C,_ GAL. z•1/�g,GPD�S.F.
TEST RESULTS mow'. LONG = .._.��"••$.f'.
�j LEACHING AREA PROVIDED: WIDE N
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cl•= y oEPrH rA��-•- DEPTH -- ' 1 CERRFY THAT ON MAY 9, 1996, 1 PASSED THE EXAMINATION APPROVED
1 SOAK TIME � �- soAx YfMC BY 7Hf or OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE
(...� t, rr, •r,. LL /l IU Iz"-s" YRor_..---- ANALYSTS WAS PERFDRMED BY ME CONSISTENT WITH THE REQUIRED TRAINING,
n„ 1 z" 5" DROP ('X('FRT)SF AND EXPERIENCE DESCRlBEO IN .3l0 GMR 15.0 f 7.
p. '�(,..+� (<t. •..<<(� ?..G'`' (J it, 9.. s" DROP DROI`...._......_ DATE.....M.l'.t. A
6 PE RC RAtE _IQ.M•P.I. PERC NAIL' 1 ___....._._�.�............
siGNArURE Ut x I' =-
rEST DATE;
�y, .,,�+ 'PLAN
INSPECTOR: ..�1 .L:....._.......... .......... .. .A!'.. 1"✓E iL: !r O�
O.W.T. o ..L,1_ �S'�JBSItIRI{'AC,E 7.SE�IrAGE D�",S�'POSA1� SYS�'oFNDt,D P.
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AS PREPARED fOR(•,`•< a, > V 1 I.
DATE:. ,
? - • SCALE: AS SNOWN
r. ASSESSOR
MAP LOT J. _' SU001VJSlON L07 I ='
REVISIONS: T
.. - NO. ' DATE BY r �
MERRI.M�ACK ENGINEERING SERV1'G�ES
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l vl2.C> G�cn n•lli,; 1r�%�_c- r �, '4. 66 PARK STREET
ANDOVER, MASSACHUSETTS QI810
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SET LEVEE .. •
'•I r' !r• FINISH ORADI TO BE .
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PUMP,
CHAMBER
1000 GALLON
I , I .• `"( ' _SEC NOTC 5_. JA rg• 10` tr-20>
51.99' .. �W 1
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LOCUS_ MAP
OxC riEpO N07_TO SCALE _
ON FOR TYPlCAt - .• � .. - .
f DETAIL
' —UNTREATED BUILDING - - FINISIf GRADE TO BE
'OT 1/8._J 8" PAPCR OVER STONE a F'LOAMED4 SE£OED L LAIId
" 41r-STONE E
1 r df
PIPERS ENDS • _.__ I _ ____I�l i_t I(:I �1y'
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LEACH FIELD 'S
- - SCdSONAt. yICH
{ EL=
Ott RAISED
,. END SECTION
N.T.S.'
1 . �f�- scx Ao PVE roxcE MAIN PUMP NOTES '
1
I 1.) PUMP SMALL BE 6•4 N_P. SEWAGE.PUMP'CAPABLE
Of•PASSING 1 112-VIA. SOURS AS MFG.BY LIBERTY
t17Cp
a:• IA. ,41 PUMPS, BEROEN, N.Y., 40 WIV 0 7-1011 OR APPRDVLD
C7�VMS•'A COUgI (I.,i•/.• SERIES - ,:�,x�:.,�;;,=.�
?.) eWP SIIA(I GA•INSTAIICP 4CC040416 TO MrG. SPECS
f!�[pIPAc7BRr R RECOMMENDATIONS. '
1511'lfC . 3.) MICR WAYrR ALARM A MANUAI. OP
ERArINO GWIECN SMALL
'
• SUBM((R.SIBtEW DUTY BE INSTALLED IN AC!F$MLE 10CAPON INSIDE Flit
/,' S[WAGL.'PI1MP OWCUING. NOTES .
4.) ALARM SHALL RE POWERED BT A CIRCUIT SEPERArE - ,t
"" , Tr FNOM?HE PUMA POWER.
3'• s.) ALL NAErS'k UUrlfiS S)I41.1.RE SEALED VA' MTDRAVlfE CCMCTiG 1.) ALL FILL TO BE IN CONFORdfANCC WITH•3T 0 CUP 15.255 (3).
doo�o Flan eon°eti'ooeoQeoo' 2. STONE TO BE DOUBLE WASN£0 AS NECESSARY AND FREE OF IRON, FINES, ANA DUST,
°,e°o °o°°e°°° •r•-.w_ 0py a.) PUMP CHAMBER$SHALL BL SEALED,TO ASStMr WA EERUCH►NCSS. )
�RAVELPD BUTYX WRAP SNAIL IR REDUIREEI.'
3,.) THIS SYSTEM IS NOT DES16NED FOR USE WITH A GARB740E GRINDER..
& TANK DETAILS 7.) C fWtNCY STORAGE A80VI -ALARM ON• c, �)[��_OAL./Ifr.
s 4.) REMOVE ALL TOPSOIL, ROOTS AND SUBSOIL. AND REPLACE WITH SPECIFIED FILL WITHIN
•0 11,9 C /a wrFICIEltL(T FOR as MR. sroRA4t "..voRM. Dwrw.. 5 FEET Oi SYSTEM.
Ndi l0 SCALE � o IIO cPo./DORM. .$aIQGPO.
B.) PUMP IS SET TO DOSE SAS.. ). .. PIES PER DAY, 5.) COVER MATERIAL OVER THE SYSTEM SHALL BE fTIEE OF-CLAY, STONES MASONRY,
STUMP$ OR WASTE CONSTRUCTION MATERIAL, THE TOP 4 SHALL BE LOAMED AND ,
`r.-r_ _.,____' SURFACE SEEDED.°MACHINERY WHICH MAY CRUSH QR D)STU#8 THE ALIGNMENT OF
THE PIPES IN,THE.DISPOSAL AREA SHALL NOY BE ALLOWED..
FT.) FOUNDATION DRAINS ARE NOT TO BE,INSTACLEO WITHIN t_-'M OF TH€ SEPTIC TANK
NOR WITHIN.�V5,FT..OF THE SOIL ABSORPTION.SYSTEM.
(MIN.) 7.) ALL PIPING,SHALL BE 4",VIA. SCHEDULE 40 PVC:
8.) PROPERTY LINES SHOWN WERE.`TAKEN FROM.EXISTING PLANS AND RECORPS.
Colic? D-Box,. 9.) THE CONFRACI'OR SMALL'BE RESPONSIBLE i4,VE131F1'IhtC THE EXACT LOCATION 0)'•'ALC
rxtwoui-• f- _T EXISTING UALIVES.,SHOWN OR'NOT,'SHOWN ON TNESE'0LANS.
_ -T--�•• r'• 90.) TN£ CONTRACTOR' SNA(.L NOTIFY THE DESIGN ENGINEER 45 HRS.'IN ADVANCE 01'
iW,,; �•T";'I SYSTEM.BACKFILL S0.THAT AN A5-•BUILT'SURVEY CAN BE PERFORMED.
_._—. - __.� �
TDN V I'.'
I I.) THE CONTRACTOR S}EALE,BE RESPONSIBLE, FOR PROVIDING AN AS-0tiftT PLAN. SUCII
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