HomeMy WebLinkAbout016-1044-10-050
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PRIVATE SEWAGE SYSTEM St
.,alety. dlt id Dv ,.-ta•y P" -01l No INSPECTION REPORT 589729
GENERAL INFORMATION (ATTACH TO PERMIT) Sl;n.: PC, ID No
Pe•;onnl ni'urman;n toi provide may oe usmt for s,ti endary purWlses TP:IVacy1 jes r. )4 t 1,(^ql 2718295
Permit HWW¢': Nnme: City Vdgge lown,:be, Parcel luz No
Julie Olson TOWN OF GLENWOOD 016-1044-10-050
CST DM Elam inert BM EP- . HM fiesa•ptga Ne Uw Anwn;RWv Wm, Np:
'4r° - (-c s/ .;F t "«E'c (IArff 20.30.15.316A-20
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS III I S F'_E`✓.
Seatic / Benchmark
Closing 1 ✓ lt. NM
Hldg Sower Aeation
N;~ DV~'V~'G $[c7 Lcl~c -1
rOldiny SGHI Inlt•t yu(
Sill it What
TANK SETBACK INFORMATION
TANK TO Pd 1NELL BLDG. `lent to AI Wake ROAC Ut Intel _
t
Sn7hc , UI Bottom
tw Avi,A bG
❑osinq r.~ v1 u Neanertknaa 7`.(
Aeration Dist Pipe 'f 7R l q ?
Holdlny But System I ~OJ
Final Grade /1f s
PUMP/SIPHON INFORMATION (
Manunaclurer Demand P*wiier, ✓a LrD
1,67
GPM r G-+ -Tn f, Mctiol Numocr y ~j -r r _ J. s ~z -
I II H Lit, Friction Loss Systom Nnad lUH Fi
3 .3 ; YZ-
Rncemaln I eP91P Dia Csl la Well
t ys ti'/A
SOIL ABSORPTION SYSTEM
NEDITRENCH Wznh Le~gP No Of'renrhos PIT DIMENSIONS Nn Cr PIW: Ineule Dia Liqunl G+pl^
DIMFNSIONS
SETBACK SYSILM If) P!L NLOGe WELL LAKES(REAM LEACHING Al:nwl.'hmr y:
-SIFTR INFORMATION CHAMBER OR `
Type On 5yaltn'. UNIT Model N enher
DISTRIBUTION SYSTEM
re augfhl nOnnn D 1 I mnn x Itok . oo z Hdc Spaa^U Vunl In Alr IntaYc
1! • Vint Sl ^LJ I ~ J
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L it l 1 U %-Z
SOIL COVER x Pressure Systems Only xx Mound Or AM3tade Systems Only
Gepm Ovw fynl:tr, Over w. Dcplh WI zz 3ecded:;added zx MJICnud
nwulrencn ~m9e~ > tled°ren, Eck.) s To :xnn \ Yv~ I4C Yr:> X No
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COMMENTS: (Inchrin rode discrepnneM.A. persons present or, Insporuon ill: Inspncfion#2'
# (,{(rSE~ VC+=wFd w>lIt ll'/_'~'_~cA~(~E' ~ [ c r:rs ~ CNa"'' S
Location: 1454 2907H ST - - ~WrR LY eLEA Al, /N
AGIsR~(,1F7~ wA.S j-/ £e /Z-0~d~~ c~ Pl/1t,~
V All BM Uescnpfion -
2.yRid9sewerlerlgth Ljt U AT 1446enoA~• d$ rais~'6C77Gr'/~'-ePciL'
amount of cover - ~a'Y /NI MOIAAAD (Cwf✓. i✓L Y-
Phn revision Requited? Yes No
use oUlar side for addmonal intormatiDa. ' I . ,
Uate insepdgi s 5gndllre
SOD 6110 tR 197)
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1400 - $Va'11111-1 III
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,nt,zt t of sal I) unc r' tlr.nonal $ervt es t'nwnal lo'+naFen }nu f.n i4c nay be hied ;or s<c ndy
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!I. ,rr s !rtsibilRc Statement- the nndn'si~nN, nsswnc respousbilin' ftx ]nsialianou ol'Ntr POWTS shown on the:pcuched plans.
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DIVISION OF,NCU,3TRY SLRVICES
_ 2331 SAN LJIS PL STE 15D
CRFFN RAY WI 54304 t,2
~`s Ccrleet Through Relay
p MID'rasas wl govprugrams;incuslry services
WNNV w,Swn$ir ycv
Scott Walker, Governor
Dave Ross, Secretary C ; I Y
hiw06,1016 F-'F TC:'r `j
'FRiD~ESL? 'V
CI ST ID No. 224194 .117P1M 7,s'le..prcrrr DIVISION OF li,..
KENT HOKE ZONING Oi FR L
HRH PLUMBING LLC SI'CROI\ COI NTY SPIA ✓N`~°.f, _Jc
PO BOX 10 1101 CARVHCIIALL R1)
-
COLF4X 1V1 :17;6 MASON V'I i1D16-??(iR ~-L C
CONDITION AI.APPROAAl. r
PLAN APPROVAL E\PIRES: 06i06i2013 _ identification N.unben
--Transaction ID No, 2'18295
SITE: Site ID No. 324404
Julie Olson Plea," reler to half Identrication numbers.
24(i TH St R 150TH Avc _ albot e, I 1 ol'. "our,rondcnc,: ,volt the a_cncN
Jowl of Gil ntvood _
SI Ctens Count'
NI.1.1, NF .1 I, S.'.0, T30N. RU\4'
MR:
Ilc,cripluo , Mound System I' Bedrooms - Nett Constnrclion)
16fccl Typc: POW I S I. ontponerl Manual Re ul [m Ohlcct ID No.: 16115'89
`tlaa'Jenance required. 4*;0 (',P-) FIe\t rite. I I in Sail minimum d: pd- to hiurino taclor iron, on un1 iadr. \t ,lemi s).
Nh'und Comlwncnt Manual - Ver. ' 0 tiHD-Jill+>1 P (N.OLOI. R Io I '1 Prowurr Di.n ihution Cumponrct Munaa: -
Ner '.0. SBD-IU70h-P IN 01.01. R 10'1_"1: L01(.em Flirt
lie suhmitta' described shove has been reviewed flit conlerinance wilh appltelblc \iwonsm Adm:nislralke Codes
'end \'isconsin Statutes. The submittal has been CONDIT IONAI LY APPROV IfD Ibis system is to be constructed
and "cared in accordance with Ihr enclosed approve, pl:crs and with am' component manual(s) referenced abuse
' he owner, as detined in chapter 101 01(11) \'isconsin Slates, is responsih.e for compliance ssiih a:l code
requuentenls
person m:rc cream or or .tart II f unlhur• m the state unless Iiccn;,-T to is :o ht IL, De.rchnem ncr U:. 1,,. ,:t.
..F.e tollowin , )njitior, , ,h<II '.re wet duritr~ eou,lrueuon ul in,c,llarr r. and prwr r u;:
• face I "P" Dimension Changed to 74 Feet
• Page I I rst Hole C hanged to 2 Feet from Nlanifold
• . sr 4 Pier \'olumr f'hnngrJ w N% FM of lawrihuriun Pip, - 13A2 (Ialluu.. 5 1 ul \ mum. 69. ox r.-allm.
• Pi "ers c• dispersal area nriof and dull, ams[nrcnon to avoid disturbance, compaction and use of the see
• With new construction: It is recom111endcd not to activate the pump in the dose tank until the tankN alc "nnipvd
oriur lo hunrcowncr urrupanp.
• Wastewater generated from contractors clearunp of egmpmen; and look and or leh over conslrmik, I
product, shall not he disch:u"ed inw Ihr drrin, di,chm_^irw to the prisate• onsite ttastett'ater veaunent s•, s1K111
(P(Ak 1 S) Waste venerated shall be properly disposed of on-site or ott site.
i
• Any tall grasses, leases and shrubs shall be cut shoe and removed prier to tdlill- Lee surbux for insta L'unor 1"
prc%en[ marring under the (ii<pcrsa! area.
• Prior to construction of the dispersal area check the moisture content of fire soil ti+a depth of 8 inthc,.
tinu•aring and compnc[ing of wet soil will result in reducing the infiltraycn capadlN or 1'.e soil. Proper soil
n;oi,lurc conlcnl_can `•c determined hN tolhnv I Noii s ,:r hrrtteeu the !rands II it roll, ono a_ I'4- meh tt ire
E.bp', IU'ki I'n_a: ` n. rv In lh
the site is, .oo .vet to prepare. II it crumbles, arc_ prep at ion call proceed. If tl,.e sire i, ono ,%ct to prep rc do not
proceed coal I dries.
• Divert surface water Gum POA LS Area.
• All piping shall irlotbrm to SPS fable -84.30 ' and SPS Table
• Insulate building sewer beyond 30 leer per SPS U' f) 1.1 I H, i
• Tank Installation to follow all rnar.ufaciure's mconnmcatfatlonv.
• b'erif% property limos) prior in astallation.
• Final elevations of pump otl and wwrl of distribution pipe, nced to lie ,crifcd lot propel putry wi g.
kris that are occupied nnh Irck frtennen:,, lire root:. st:unps :,rd hnuldca recluse the ampUm A N011
Ira a I;t,r far pr.,imr teetment. It it,, olhcr itr is assailable bees in [he ha.;d irea ofthe around must br : 11 ,It
I ~ n,un,l la rt till arc, v- -I cr.-ran. „ion .ac•, of tPc abo•.c cnnd- i acncnunrr.d_ tc.
It t ie lent In till rtal•. area
fhvner Responsibilities
• the currCtrl owner, and .jOI iL-b qL I'll ;".'TI - It..,ll ICL I I `I:,~p'• i, 11 i1l'1 uund IL' 1n,1t'1'tt ,n. r. ,t r
In proper use and mainlvit.Ii a of il. n,t<'In O•,ncr, hat, .,,,,p) >I I`tc appmnnat: a'q`erauo~ anC
❑•.:untenance man~.nal and.'or owner's mutual for the PUN' TS described hr this approval SPS 383.54(1).
• In the went this soil absorption system or any of i[+ comparent parts ma~htnctions su as to ere-ere a hralt,
havard, the prclpertv owner must Ibllosv the cortn_ency plan as described in the approved plans
• SPS 383.54(1)tc) I-he mana_ement plan for a P011' I S shall specificalFc address the servicing mechanics ol'an
acrobri or anacrooic treatment tank or a holding tank whcrc either lit the tbllo %in_ conditions evisl.
I I he boftorll of the sank rs located more than 15 le:: :+c lea the cIcvatiun where die <ercic in pail i, loc:ned.
_The bottom 01 tile tank i. 11KAIcll more. than 1511 fce; tori omaIFom whcrc the scryikim"ad is beaten.
At copy of the apprmed plan,, c ficcif icaironi and this letter shall be on site dunng constructon and open to
nspec:ion h\ authorized rc•pre,entatives o' tl c Department, which may Include local Inspectors. rM peren'.t
reycired 'i-, the wile or Coe local municipality shall be obtained prior :o co7rinci cement tit-
con,troction: in,tallatiomoperation.
In nrantin_ this approval the Division of Indu:an Scrv ices reserves the ri hi to require ehangcs it addiwons ,huuld
ondition,'disc making them rece>sarv for code compliance. As per state scats 101 1?121. nothing in ]his revre,<
,imll whew the desi ,ner of the responsibrha for desr_nme a sa['e huildirg. structure, or component
Inquiries concerning this correspondence may be made w me at the telephone number lined below or at the address
on this letterhead.
I he above left addressee shall provide a cop.-, of finis letter and the POW I'S management plan to the owner and am
,,;hers w'ho are responsible for the in,clllation. operation or maintenance of the POWTS.
SincerelK Fee Requircd S '_50-00
~ Bal Received $ 20 All
Balance Uue $ t.W
I In Vander I-eest
Private Scoafle Plan Keviesver , Division of Industry Services WiSMART code: ?633
1'1'_0092 221 1 • Monday - Friday 6 sun I o 3::0 pill L
tvandcrlcestadwisconsur. ov
cc. Ldwm A Taylor, Wastewater Specialist, 1?1;1634-3484. Monday Friday K 00 an, To 930 pm
Ilhh 1'lumbin^ I LC
Pn2r.
RcFI
th e site is too get to orepazc. [lit crumbles. . prcrxiti o~ can r?ce•rd. Ifthe site 1, 1,,, wri !cprcrtrre, d~ ib,t
s ° _z
roceed until it dries.
• Divert surface rater from POWTS Arca.
• All piping shall contort to SPS Table 384.ti', anc ~P~ Tahlr 38:-ai-`
• Insulale building sewer beyond 30 feet per SPS ;X?-_ 0 I )!.c;
• Tank Installation to follow all mamsfacture's recommendations.
• V erify property line(s) prior to installation,
• Final elevations of pump off and invert of distribution pipe. need to be verified for prapcr pump sizing.
Areas that are occupied v;idt rock frasSents, tree roots. stumps and boulders reduce the amount of se.
ayailahle for Proper treatment- 1 no othe- silc is availab L. trer, it the basal area of the mound must be Lit o':
;n ..r., rnd le,el A iar_e- fu: area V, nr;.e<san ,vh<t. at:> of the zbo\c co rlitions arz rtmunterrd o nr.~. Sri:
frut IGent m:-. It rat INC
Ow ner Responsibilities
• The Curren: o,vner. and each wb.egt,rni owner. kall r_ceive a copy oahic Icier vxlu iin; in>trccti,rt.e rz;atin_,
to proper tisc and mafntcnance o the ;N stzm. t-lwners slsa;l reccioc a cor< of tae :gsproprmtc opcrati nand
maa;tenance manual and Or owner's manual for the POW I S described in Cos approval SPS 383.54(1).
ir. the event this soil absorption >yaem or any o` its cornporent parts malfunctions so as to create a hc.eltt.
-
hazard. the property owner must follow the contingency plai as cescribed in the approved plans
• SPS 383.5,10)(e) The manaeemenc plan far a POWTS shall spedScally address the scn•icing mechanics :,n
aecol,ic or anaerobic treatment tank or a holding tans where either of the following conditions exist-
The bottom of the rank is located more than 15 feet below the elevation ..'here the s' nJC ne oad_is bcaced-
T:nc buttons p.`3se tank is located more than 150 feet norizontallc Gem where the senicingpad is loszccci.
1 cop, of the approved plans, specifications and this Iettfr shall be on-site during consrrt Ilion inc open to
inspection by authorized represen:au\ es of the Department, which map include local inspecier:. :CI permits
aquired by the state or the local municipalrN shall be obtained prior to commencement of
construction installat ion/ope rati or.-
h granting this approval the Division of Indusirv Services reserves the riglu to require chan-eS ildditions should
conditions arise making them neces:an. for coce compliance. As per state stars 101.1 IN, i. nothing. it.. th's review
stsvll relieve the deli rser of the responsibility Lnr designing a sate build'er', structure. or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at Elie aiikcs
on this letterhead.
I he above left addressee shat: provide a copy of this letter and the POW-S tnanagcment plan to the owner and as
ethers who are responsible for the installation, oper_t on or maintenance of the POR'TS-
Sincerch. Fee Required S 250.00
Fee Received S 250.00
R:dancc Due S 0.00
'I int arderr Lccs:
Private Sewage Plan Reviewer. Divisions of Industry Services VJiSNIAR code: 7631
1920092-2214 , Monday - Friday G am To 330 pm
tvandrrleest0wiscoasm.gov i - -
cc: EJ%N m A Taylor. Wastewater Specialist. t] 5) 634-3484 . Monday - Friday 8:00 am To 1:30 pm
I1&h P1um4inc LI U
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k F°_,; ll 'vozi Zi~'iL' '~",rte r 0'JALLY
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Zei,-z s mue Page , WE-T Y AND
AL SERVICES
'STRY SERVICES
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_~EL NHy/u1 ncifnm dCSc Volume (gallo ei -Se S
,~Id dose' otume :'olumc ci facemainj
9~z-s 7=
5lum:1pump manufacit:rer _~iTrcE G.,vr
_ii t!=.nI (!unju modal numbai _cTEN- L_/ry PGIYIb' I/ii'•II( i:.hPACiI I~$
Mesa 'o abov claret _ X06 i"iCllce = dY1.C~2i1005
iVlMiCRfni pump disc ;^:al-ye raie (CP;dr) aS, og %J2rm ilo2; 2Do+?s on iio?i .7 inc;!ac - ~S ^Ilons I;~)
UOI ilnai r.te_surlnert ci~e3 = 1.1 g211ons {6) .
%erlicai lift (pump off to disidbuiion iaietal) '-7 Oirtioai above tank bottom Flo ;penes = 3Y. J gallons (R)
;ps Fm head /disial pressure Y, ;ee 1 3 3
.t;q[; DI7lEftlS'C!.!q;, vt!MD CHaF:ie r3fEC!P!C1.T10!•ig
. Cllcn logs h the io'CCTcit? BStcs • S i'
'l
:;Cut Sy
_IUUIQ da;ifh J`:/ 031,011S )C?!?c.h ~G, r(1
i
~~tv-urn
Fcriornance GPFI fr Ncxtl i T-'--'-~
0lmmuiors
. ~
,ec•_, 1091) HP I1 Soli Sue Running Ampsl
n..n _ isb S i lolls 5~ i5' 20' 25' `~ul Cord Wel hd
(tlidse.Irt) 1Yatts I (Hj PSI Length (lost 4XLX'f/i;n)
`Ch7:9 9EkCIAPF I CCSdus t1'0 115 -314' -
9.ON20 tl0 70 BD 43 25 3'r.
0 1 15 'A 20' 275 9.15 96t
rn!t~210 f 9EN-CIA-RF l ^.CSduc •f/. 314' -
9!8320 I OC 70 B0 4S 25 -i
:3"L7? cEl}CIJ` cCSh-s : 10 115 3r4• 22 14 30' 28.5 9.15 90
_ 9.0192(: AC
tiL =i1B : tiG ! Ta oCC w. wla -
80 45 25 32 14 20• E65 9.15 9.6 3=4• i_0092
71 co
0 L. n Z" 14 j
27- 16
~Covrr E-Fpay- - led Can m
,t:,tor NOU,fna 222 coatea ms- irn Flmv-Liter.hmn
flnpahndaltca' T' 0 so 100 :5] 00 gn :00
II f.•! emvpiasdc Elaslome
)Impeller l~ 'y0~-=- 35
Dlon-Cb_
VOI'lIC I EPW'.coated Ca9l imo 1 30 10.0
P.er Cord c,Onp I + 9.9
2s
e.o
hanic.I S~af: ce:J Nitric SnM Wlppn a!W MIlfryc 20 0
len•f5
0
IStanlea3 'feel
shaft 6.0
Meet I
15 r 5.0 ^
~Beu pr. ' r - - v -
11 !0000: ;u.l%.rr;:' '!oe =na lCM1Cr Lv C 10 1---Y..._ 4.0
777 - 3 n ~
L~ l.p
211 40 50
BC
Fimv - Gal;nn=J691n~gn
fl-
RU. Bo::-?970
ONdhuma City, OK 73157-201C
Phone: 1.800.701, 7894
Fas 1.800.678.7067
www.LitlleGiantP,mp.,om ~?CI : l.anm'n ElocOic : ; , I:
Jmr r;vnl~ca:cgia:coy Octlrn'a1h C! Fry WM1 lapr;nc Cc,6c
Fain 446193 - 0'i'.
jvwner
$enil ^_Tani~Nl<]:: u:El'i1!;eT J-/ISE,L
I, rut3 _ i LlltZ er -+he -hart.fac,t_r I OirFa,ce r -
edroens ~r00gou•bedro--
m
' - o\''~ i a ee) J l ➢ _ r I_ ~ vat r_ i, x
dGd
c• >L 1e\. ri_ csti"Matee: 1.5 ~ Cid_• J I ? Tii iY1cR~ t :r re /4(SfrL ~o✓t j~ i
P?- ~_RI'oa _lljr[f /i/w.ur i\
a uC:171 C $uao- /.O oa;id_fl1"T'_. ! mp D1000__ pEN-C/r[ it:- _
Quality(CN?j ivonthiyPvera2e I ce~2a n aeon :;j
ran. 011 & Grease (FVG)
1 Sardlvr\el -:Its
~iochemic2' a C;agen7avand, 30:n°rt . 'C_ C ea'Fiicn
3Gi ,irCha u!ca ,...r,ton ,
-total Sus e. ( ) i £ ?n0 mn~ D,'sn;ection r. e,i"or
p ndeci :
is, s ~ SS) C3 Dan:
i S':50 m_~ _-J "e'n=emrre:. ivlocei.
- =.roatcd L-'r=d2m.t uati!y (p ; Sol,tbsonnon CannOr,eut -I .w;
Q Nr'_ .W:CnilllV Hvuta_e I y
oiechen!ica V:q•nan Deaani (BD~;j I r-( fn-grouaa (aaviv) -
3Uniii. - CMlour Und (pressunze;`
r u_I Suspeacc I SoiiJz (T S3) i ❑ tt- ?ec -
r i ter ivit!nd
_ecal Coliform (geometric memo - S(.' ruJ!, I O Dri?-iin_ n Othe- _
_ ;iliUUmf ❑DisOcr.alUcir,-?v.,anuacmrcr
r~?ueut -
particle saw.
i mc6di..me Lt-j
t2r-j rg,e_ac=Cell(s)
rioder
: _
Soii ~isperal (EISAJ oz
~'i>_ ~ .=.aoncaoon rd~e :;rea'teguLU. + anrn "iirid•n
yS0 - /.O - ~---sJ ti or a' ' a9 h of ru:iV;
Jc ijes _t. o "e5nw a 'is7+bu•ma Ncr orlcs :or Septic ; u!k-Sail ? bsonron -
I ('C'. t Systems""?ubiicetioa iSS~s,v: , -.~a~l'
lot 2cch .-iiounr_ Component ~marlua:' er,i3a
' ~ ior!b_rotmd Component dvianu~~:: ~rarsiou . Cta!7dU7
3211 - :U„ $g P (td_1/121 ` :_Grada Component i,•ianuaJ :is ae P es3rc 7iziriiar.ior^ ' sim ?.G
❑SBD --r,7705-P(N_U7i0ij`7n Ciroune Soli abson3oe Comooaeni:4iaau?I'~re,>io;, °';1
~'S3~ - i0G91-P (ti.UllO1} °'iviuund Componcativianual" \%caion-U
~y Si 3D I0657-p R6199)'Drip-line
E-tuent Disposal Componenth4eaeai -
s, 3311 - i0T1%? (n pt pit `Pmssura Distr bet on ompona!i Al aa!` \'e s oc-7
_ Jlt : _u rr -
:UD IYV- - --e:fr
i=S;rCi• -
e nL I !Ja rc' a :cue
ter
speral ccllts) clean i;Jter; Ad can craw ceerv .Q.~( t 3 din -
uL-to~-avmpwu_ ralalairn~rcUcann_rtrait s r zloty;
::;Ir.:'easinw:re C mottihs - - -
_ `y i years ❑
leas. :nl::c P."I""11 - - --years
- - or ne\:• CUr1sTICCinn, onor to use OUR F (OXAITS check treaa,¢m tank(s) 7orthe preserer c'
.Sntinp oduus or other chemicals :hat may min-de t3,e :reamrent process and/o1 daaa>ze the dispersal cell(s). If hip cenceuL,~1;1ca
?~ieCiCQ :he r.onlents 0? the iank(s) removed by a &eptnca servicing operator xiorzo'_;c.
no r: Sr r: _ nod nc:! SLrnr
her ,ell curd Siv!~s r, e. Lt;,:cc ~t .??e ; ~I[ratvc =c lace_
cru i'g 01kn27 ,M =WOMEN AMP opera:ion and mainte mmt L no PO!l"T$ and subrLss'.m: e_ : eLU ,L rciu:rs il:e t',ia::.?rv
qd f i ofthe wass water stream will HER: the performance and ic,nsevity of your PO Y':& The installation o`waiur-sav;,-:,
'Wnlflces end @steres along with prompt repairrof 6a§s reduces the \va10ter volume. AIro the brine or -.vas-.e _out vratci -
;en2r-, iron remov- units. other clear walei treatntent de-,acez and inundation drains should be disubesged to the ,found sorfac-
,:-never possWt Als- ;his doe; nut include iauadry waste, showers• disi'.waies. etc. -
7,0 cos- cr -s oes aet to :trade aocnesac sr 'i , uspc I u - A how g:eaie-, ;u,d oils, vegmabia mi:
o "A ad s e's_ bones, in ,pod solidK such as tiU.L' prodLLad a\' a cal '1 Jt' n15p'~_31 .bov!d be ulmimiZBd_ Todet ussue is dhe u!ily
?per !tat Should he dsclimpt! into the system. Other ton-bi
ode :rdable hams suchas baby wipes-tam i i .
puns, santary napacondoms, cigaretm butt;, dental [loss; and cot-ton swabs shoulc not entrr the scstem.:;heoicals such as pecoieuta products, paw
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