HomeMy WebLinkAbout026-1158-00-066
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 600211
GENERAL INFORMATION State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2993178
Permit Holder's Name: City Village Township Parcel Tax No:
MCCORMACK CLASSIC CONSTRUE TOWN OF RICHMOND 026-1158-00-066
CST BM Elev: Insp. BM Elev: IBM Description: Section/Town/Range/Map No:
25.30.18.1201
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
16G
Dosing c Alt. BM
Aeration Bldg. Sewer
Holding St/Ht Inlet
TANK SETBACK INFORMATION St/Ht Outlet`
TANK TO P/L WELL BLDG. 'Vent to Air Intake ROAD Dt Inlet
1-j,ar
Septic J r' Dt Bottom
Dosing ) Header/Man.
Aeration Dist. Pipe
f.. ~ !oz • 3
Holding Bot. System
PUMP/SIPHON INFORMATION Final Grade Q . ~p rb3 -3
Manufacturer Zoe hM, Demand St Cover
GPM;
Model Number '2
' O
TDH Lift Friction Loss System Head TDH F
Forcemain LengJh Jbia. Dist. to Well t
SOIL ABSORPTION SYSTEM
BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS ✓s-
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Type Of System:
Zc, / UNIT Model Number
DISTRIBUTION SYSTEM IUp( t~ c1b
Header/Manifold ( Distribution Ix Hole S-iz-ee l x Hole SSp[acin Ven o it Intak
(j 1,.l Pipe(s) .56 T
/ ' 5" J ~ v
Length Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges "___1 Topsoil `
•7 Yes No a Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: -7 Inspection #2:
Location: 1359 144TH ST k F ~ ~
1.) Alt BM Description = r.."'~ ~e ✓~c ✓
2.) Bldg sewer length = -3 it ~yt
0; 10 cT`IGVN-
-amount of cover
Plan revision Required? ❑ Yes pQ No
Use other side for additional information.
SBD-6710 (R.3/97) Date Insepctor' ignature Cert. No.
'54N -ao, -7
V bow indt_,t-s' Services Diu lion Couny
j
1400 l~ Washin-Lon Ave ~f LiLeiX !
2 9 P.O. Bm- 7162 Sanitarv Permit Number (to be filled in by Co.)
5p - Sip 2017
MMadiamm6Q 537Q7-716'-)
1 a V~ I
ST. CROIX COUNTY
- - t n
i State Transaction Number
10
f In accordance _~th SP$3S; Zi! ) i~'is Adm. Coat, submissio r 026KVN770RB2R i
i - M Pru eLt .,dd.ess (ifdi4ferent than -mailing address)- 1
[ is required prior to obtaining a sannan• perm.[ Moir Application ~ . ~ J
i the Department of Safety and Professional Scrroices Personal intorir_ :o; c r ICJI_- M o
purposes in accordance with the Pnvacv Law_ s. 15.04(11(m j, S U_
I. Aplicationinformation -PleasePrintAllInformation
ro Parcel
P
f~j-~ <Q.7,1 - /JS8- 6a - 6~G - -
Property t tn~r c S~iailiaw :irihr es r Property Location 2 Q i8 a Q I
1 Govt_ Lot _ 7
/1,'-/
sc: [ion 5
~tatc - - i Tit, Coda - i Phone tiun~erl
orei
(circle
-22
1. Type of [Building (e iecls all that apply) i1 Lot r
- Suhdiviston ?Jame a ap
X1 or Family Duelling - Number of Bedrooms 3 6 !O
i -
- AOV.
~ ~A&)A_R
E~
dk c~ I31gc~
❑ PublidCommerclal-Describe Use _ _ -nt
koJ~- fa•^ -i
CS v1 Number E4 of
-
State Owned - Describe Use
od'Fovm of
M. Tppc of !errnit: (Check only one box on line A_ Complete line if applicable) 60 {
i tdeo: Svstcm i l Replacement System ❑ TrealmentIlloiding "tank Replacement Only ❑ Offier i iodiiication to F.xistin Sysiee~. in.
List Previous Perttnt'Number and Date 155uc-- d
B. i ❑ Penn it Renewal ! Permit Revision Channe of Plumber ❑ Permit rrarl to Nets: {
j Before Gspiration ! Qt ncr
T ytLe of I C~ ~`"t S SvstetnfComponentll3evice- (Check all thai apply)
-I '.Jon-Pressurized hi-Ground ❑ Pressurized Iii-Ground El .,t-Grade 9Mound > 24 in. of suitable soil Li klound < 24 in o€suitabic snii
i 1 1101dina -ran"; ❑ Other Disper,al Component (c:cplain l_,___v--- Pretre-.!iment Device (explain)
I3ispersalFFreatm t:-`srcainformation:
s ~sL Svc >tattnn GoJ
Dcsisn Plow (u'pd) Deii_n Soil Application Rate(, s l Disoersal :area Required Dispersal wren Prono U
ysp ! /G?_ ? ySa 1 ~Z~~ I1 U jd/S~ /o/o
- itfanufacmrcr
- Cam`cats in Total { of I
i_ Tank i2 r to 7
t Gallon Craltons 1 .imLS
1 1/E SE~+. C on1C.,cETd
Sentic or tiele+n;='t9ik
i7osin•t Ctu~mbcr { O ti~J` t ( ~ aO + ~ ! ~O/~!k'jt3 ✓ !
Responsibility Statement- I; the ndersigned, assume - •pnnsibititr for insinilation of the PON'VfS shown on the attached ptans.
u
lumber's :vame (Print) PhimbK ate wI~F(~~Number ~l3usnJtss Phone Number
-r- y n7 31-314 ~1S .7.7- I-Wa4
Plumbers Address (Street, Cite. State, Zip Code)
t-ount'vM_eena_rtment Use Jniv
i i I cmn± E-c::. i Date sued issur _ _gent $iila M
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1,' tack; .3i^~a~+v~w,~-•`If'~.
(i(~pll:cgi CA Host dll Asti ! rrit!n~ec ~ ~ g'
ss pK ;r2yetttien! plan provide[[ by Plwnber.
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♦tjs t11t13t,b@ F"FSiItiS.If E 3 ~ , ~ t ~ ke, da4-
•t per JF Ilw 1 ZMtttnnrs R. .
It., R jr-, s 7 7 inch i i_ • • 1
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c Y R7~;~1 DIVISION OF INDUSTRY SERVICES
10541 N RANCH RD
HAYWARD WI 54843-6462
Contact Through Relay
http://dsps.wi.gov/programs/industry-services
www.wisconsin.gov
Scott Walker, Governor
R(~~~3'S(O v ~Lyw~
Laura Gutierrez, Secretary
September 21, 2017
CUST ID No. 231346 ATTN: POWTS Inspector
JOHN HERBERT PELKE ZONING OFFICE
PELKE PLUMBING ST CROIX COUNTY SPIA
N6298 ST HWY 25 1101 CARMICHAEL RD
DURAND WI 54736 HUDSON WI 54016-7708
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 09/21/2019 Identification Numbers
Transaction ID No. 2993178
SITE: Site ID No. 842275
McCormick Classic Construction Please refer to both identification numbers,
1359 144TH St above, in all correspondence with the agency.
Town of Richmond
St Croix County
SE1/4, NWl/4, S25, T30N, R18W tFOR: DEPT
Description: Mound, 3 bedroom residence _`r E--'
Object Type: POWTS Component Manual Regulated Object ID No.: 1724715
Maintenance required; 450 GPD Flow rate; 33 in Soil minimum depth to limiting factor from original gr6; s
EZflow Mound Component Manual, (R. 7/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-
(N.01/0 1, R. 10/12); Effluent Filter
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrat
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed
and located in accordance with the enclosed approved plans and with any component manual(s) referenced above.
The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code
requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,
stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Key Item(s)
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the
owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the
mound component manual are complied with. A copy of this information must be given to the owner upon
completion of the project.
• The bottom of the distribution cell shall be level per the Mound Component Manual. The "D" dimension shall
be a minimum of 6". The maximum finished slope of the mound surface shall not have a slope ratio steeper
than 3:1 per the Mound Component Manual
• The gravelless system components must be installed in accordance with the manufacturer's printed instructions,
the plan approval, and SPS 383 system sizing criteria. If there is a conflict between the manufacturer's
instructions and the plan approval, the plan approval and code requirements will take precedence.
• The proposed pump is near its limit with the proposed total dynamic head. If upon installation, the total
dynamic head increases, the proposed pump must be reevaluated and may be inadequate.
JOHN HERBERT PELKE Page 2 9/21/2017
Reminder
• The orientation of the mound system must be such that the longest dimension is oriented along the surface
contour per SPS 383.44(6)(a)2.
• Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual.
• Surface water drainage shall be diverted away from the system area per Mound Component Manual.
• Materials shall conform to the requirements of SPS 384.10. No fixture, appliance, appurtenance, material,
device or product may be sold for use in a plumbing system or may be installed in a plumbing system, unless it
is of a type conforming to the standards or specifications of chs. SPS 382 and 383 and this chapter and ch. 145,
Stats.
• Maintain well and waterline set backs per SPS 383.43(8)(1). Consult the Department of Natural Resources for
well setbacks and other regulations and exceptions.
A copy of the approved plans, specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department, which may include local inspectors. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
In granting this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 10 1.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 250.00
Fee Received $ 250.00
Balance Due $ 0.00
Patricia L Shandorf
POWTS Plan Reviewer, Division of Industry Services WiSMART code: 7633
(715) 634-7810, Fax: (715) 634-5150 , M - F 8:00 a.m. - 4:45 p.m.
pat.shandorf@wisconsin.gov
cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm
JOHN HERBERT PELKE Page 2 9/21/2017
Reminder
• The orientation of the mound system must be such that the longest dimension is oriented along the surface
contour per SPS 383.44(6)(a)2.
• Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual.
• Surface water drainage shall be diverted away from the system area per Mound Component Manual.
• Materials shall conform to the requirements of SPS 384.10. No fixture, appliance, appurtenance, material,
device or product may be sold for use in a plumbing system or may be installed in a plumbing system, unless it
is of a type conforming to the standards or specifications of chs. SPS 382 and 383 and this chapter and ch. 145,
Stats.
• Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for
well setbacks and other regulations and exceptions.
A copy of the approved plans, specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department, which may include local inspectors. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/op eration.
In granting this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 250.00
Fee Received $ 250.00
Balance Due $ 0.00
Patricia L Shandorf
POWTS Plan Reviewer, Division of Industry Services WiSMART code: 7633
(715) 634-7810, Fax: (715) 634-5150 , M - F 8:00 a.m. - 4:45 p.m.
pat.shandorf@wisconsin.gov
cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm
4
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i'tai~! IOLl= R}SER & COVER
°~EC ,5 t`aJ8425 j?j & (v)} .+.°riVent ?ire :310P(}RT F.N.: 1
5(v(7 GrG ,W ~U IcuBrl c~y'tf0i t s .'1Qttfrom, °kr s ta S) as necessary
manholeis) 10r pfDPe( drainage) Building
3{e")( 3
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~tim.
f r Estcch'i'shad 7.,'Gnd Be..ai-nn 1
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s!enc man~'3ia riser as ne=essan; .
f BU DII IG SEVgER ' i
S p".3 30111An roved u • c arse?a ~
( 'ELECTRICALwdic-nOht ao"', n ia£Rai3
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erne food Be !:an ;
i:n
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FILTERED OFF FLO.eT 1
•!1e~: a/ Geiii2} !"PD ritrE i ;=~illEf 1 a -il i c 4 $ 3nt-~`tiJE;?? elov = I
y » )URED oill 11)'NE7 y A f°` f b o c i
sv?lNIN,IM0 OF a> OF SUIT ABLE EDiING SE NIF-oil iH TAHE ~ RUF1.14PAD
f
~i r L'J <i;T '-III TER
i L. r S Lit''' fF (daily vias£el,,m_
=ni -jianufac(rCf F! ~s1Gh ;
aplic/Pam itan t model !'~ac~/ ~tatl ~ N'umber o daily drisl s S 3
:s:l.aifmriiira..i?ufacurer .6f..l se .~IfOd~36t5 ~s V 1
m° R%~C ' ; 1 ? ciCemain +fOI'ume lald . 1143
l arm model number
T,17 e It at Slr:liGh ~Nsi~Il , G n , / CtLjai dose voiurn (galIOP.S)
J
i luen ,slid rriicnEl 3C "Far Z-0CZ L ZOA j
M,'f( TANK CA'PACI ! IE
Effi;uennt'pufnp model nun-ibex
6 1
'Reserve Gbcele alarm Ro. 1~Jf inches gG}(es
a i
=r l ?il ltzi 1 pup.,,p discharge rate (&MI 7V Afar 1l 1102t above on float _,.a _inches = 3-3 5 gallons (O}
On!Of hoar measurirment 462DMches = Z!~allclls A
~ ~
%e ~icu1 ii; ipwnp off io disi!ibuilon ,aeem' Q Oaf above yank botlor __,9 inches = _g3llD:iS f1
t
'S`t&I2i l 1i22D t {Si21 pressure 1 R .l1, IESI) 3 x TANK DHAIENS10111S & PUNT CHAMBER, SPECIFIC
Fi i- Lion loss 111 the fofzemain /do x.Q/G ~ 0
.i ;i k nic heed T DI i) /7.8 Lenyoth 1~QWidth 9 ~ t~
u.. -
Liquid depil i ~ G "Gallons pet, inch f,cl, 7.~
i
row
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PUMP PERFORMANCE: CURVE TOTAL DYNAMIC HEAD/FLOW
MODEL 151;1521953 PER MINUTE
EFFLUENT AND DEWATERING
a
MODEL } 1 9 i 952 153
FCC` tv Dtefb Gar i -
Liters— tcr,
1 3~ --j...--s--- t 189 Gat -s ' CaC L,~
o j ,5 50 R9__
.
10 as ~31 70 2T5
- s r --1--- -
_I I 1 95 4.6
'iR i4 53 _ ~{k1 E 231 6. i 29 110 44 ,57 52 197
7 6 I 1n 51 34 M 7 - 159__...
t - - 30 { °J - - - 23 87 125
35 1 107 - - 2 85
- - - - i _ _
40 i - 1+ 1---?-_._
- SNtIffr?s:ad; 30ft(3'mt 33 ;?.r1 am, I 441i (13.4rn)
Model 151 Models 1521153
I ti? dC z0 FC 7G ~5 1C~?
5 7
c, ::_h z,rsur_
a ra _
. t ,
` Timed dosing panels available.
Electrical a#ternators. `or duplex systems. are available and
supplied with an alarm.
• Variable level contra! switches are available for controlling
single phase systems.
• Double piggyback variable ievel float switches are available -
for variable level long and short cycle controls.
= Sealed Qwik-Sox available for outdoor installations. See
2
s- - - - -
F10,1420.
• Over 1307 (54~11') special quotation required. 17 'j _
- 7 -
15111521153 MODELS Control Selection
Modei voits-Ph Mode Amps Simplex Duplex
Nt51 115 , hen 6.4 1 2o,3 BN 151 115 h.uio 6.0 Included 2 or 3
E151 230 1 Non 32 1 2 or 3
3515' 2311 1 Auto 32 included 2 or 3 Easy assembly"
s
N152 15 1 No-:. 5 1 2 or 3 y y
. a dt cha=3e rr°e
SN152 115 Auto 8,5 Included 2or3
t X152 2sU P'ar; 43 _.t. 2or3 i
BN153 1115 Auto 4 3 included 2 or 3
1) 53 Ua Io 0.5 12or3
t 0.5 induced 2 ar 3 ~ x
El 3 30 Nor 5,3 i 2 or 3
f sp, 53 230 1 Au:u ~.3 Included 201.3
v s;_,_- -.x.:.,
1. Single piggyback variable level float switch of double piggyback variable level
float switch. Refer to H00477, Reduces potential clogging by debris.
Replaces rocks
2. See FM0712 for correct model of Electrical Alternator E-Pak. Made of durable, noonccosrrosive under the ASSpump.
o.
3. Variable level control switch 104)743 used as a contro; activator, spec?fy duplex Raises pump 2" off bottom of basin.
(3) or (4) float system. Provides the ability to raise intake by adding sections of 1 W'
or 2" PVC piping.
d cAUTioN i Attaches securely to pump.
Accommodates sump, devvatering and effluent appiications.
NOTE: Make sure float is tree from obstruction.
For unusual conditions a reserve safety factor is engineered into the design of every Zoeiler puirp.
4'; Copyright 2008 Zrieiler C:o Ail rights reserved .
' ti Cr G OICit}/c:/C- 4. 4.4~$ Ld r?sPQa. Septic 3F.31k Capacity gas
Suplic ? u17l~SVlanilE3Cttirer 71 N TA
'fluent • ilter lyianuiktur r
; -
!\TunlberofcetirooLTES{I~t}grdf~CIIrVoTi2e j Efllueizt?=literUodel ii l L7
"umber of 1orn.m•crciai Units ~ rump Tani-: Capacity t oEr `gal i_
l Pump Tank hilanu acturer 71 N 'A
ii
i SilIiIiCLCI t't7 avL'sc1~ ) ,?64,g`iitdaf
Uii t } S rianL'iaCillrCC' C""=.
e
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Soil Aopii aioaRate r u!f x !!-P~!4e?IIC~t s o C~ 1\;
_ i R-
Pre. -?'Ca i-'s32CP_r Uetl t ~ 3'!1'.)
1' lue€1t, rEffllue"L Quality EM IA) { onthiy Average ~ "tsaiiCLlOrd.C; 1'i}tCr 0 PC-al FilECr
} t~_ Oil et Grea-qe (FO(j) 1 `
iv echanicat zkcration i}anc
iocheniical va5e~ [lCnienia 1 B?__=,i-llcr:
ilitTl I } L iSST1iSGEion
?
0
TOM! Suspended. Solids (TSS)
! I itfann ."a eiurc iocle}: ~
( s
150 rn! 1,
Soil r°bsorntiou Coinoonew 07! I eireai-ed Et!uent Qualit f vio zhily A` uracy-
li71!L'8} r : j`c-n Det ('tO✓g3 7 t lit-ground ( I%dt'E1 ~J i, i' (ll1D (prC.SSU-r}TLC }
_ 30 „SVrT ; L s zradc 9 ;viouru
Tom! S isper_.ded Solids LTSS,
~ 0 D lp SiT2C 1 ~)t1,c
;'ecal co'.110Mn (aeonletric Mean an S 30 t319)j.
mi Ver-bead Distanc,Tank Bottoms to Sen 'ce Paid :
CiU.(i l7~ I /04
Niaximulii .idiils lF }~1r !cle Size - ifc inch iailieLCt T{ crizontal Distance?ank(s) to Service' ad: '66
t
F rs; 6 z YLO«J di.0d.44i-S i
3!?i, Dispersal Ea d" Caiu ` `P,s5,ersai Unit _.!.Cif=..'r oT
.
_I1 S+.i.fi
tv
E!"Design ofPressure Dist,ibL_i„t.i"JF- SeOcSaP.}t-voi}-z~Fsov:on,:-seer!ls"BulAcatioR9_t3F.SU"?,.anuaii i
0 "!CC 1 o--. ,reeh Aiound Component .ltant3ai'' ltersioii i.?
"'EZR e:= "*vioulnC Corrmo-ieni t,iariuaP Y'ersion u ?O1120l
0 SI✓'i. - iUl.:-,t' <5 4 "A„ Grade' omponent !vid-l ttial Using Pressure l Js_ istyi ret9Lti Cln"'- t F~ersloil 2,0
® Sse.'.~ - :0? ? iiCti "In Ground Doll Absorption Conipoileat ,sianual" Version 2.0
1 S}# i - 0691 i ~ t i01 i :?t'loul id C o m p o n e n it a;xia2 LTsKiii 2_t1
ED ssc - 10651-P (R.5'99i "Drin-!ills `_-',Tffuei1`t DispQ,''al Cromponent1'iarit?ai„
a:.S>iI 'D - 10706-? (-N.01, M) 1 "Pri:Ssure DistribuiioP Col? pones lvitniual- Version 2.0
Other -
'_'umptinspeci ask(s) nspc - t iISpCr 3i C~11(S}, CiCc't._-d lLiCa ^ i teast t nee L'f cr ! .s nlon?PS y ars E-] Oilier _
Inspect UUM-in a rims} conikols_ alarm, preirearnlent unii ! i least once rarer u -mont_iis _ years %,i i iA
I iush and oressirc est latcrais <bi leas! o CZ every:
il20nili i d
r - ` Ej For new construction, prior to use of the POIAI T S check treatment tanltfs; for the or;:' CL or
!r tiIt€ produc.s o, other chemicals that !7!i!} impede uC - c r1i(n prQCCSS and ,/or damage the {ilspCrsiil CClI[Sj. to high concentrations
c;s GL'-eLCeu have ieie COfitei2t5 of the ial1iC(S) rCInU?eCil by a Sa;pia7E servicing ol;c:ra-oi' prior to use. 4 i3^_•.-~'
liC 0ro1,errv oi' tC.-is responsIb1e for the operation and triainI e nance o`ilie PC,V~JT.S P.nd sabvnIsslon oi•ri;GLsrcd rcDor is. 7`11 e nua1i11L
finr-! quality m !"the ;vastvwater stream L~rlll affect the nerf`ormancc: and longevive of vour'OY'V }"S. Tlie installation o r•,rater-sa3 ling
"ppliafiCES and fixtures cl}on? t"s•'l'til -prornpr repair of leaks reduces =IiC V;iis#cvinter Scour ne- 1` so the brine or waste :rom !`Fatter
sosLonerw. iron renlo%-al Units, other dear--,eater Lrcairacni devices and 1-bundaLion dralns should" be discii_Ir„CC' i:;
-,"Imenever Possible. ;'Ooto. Lhis dots not include laundry wastL; sho .,ers, dishwaler, etc, `
This system is designed to l12iiIdle domestic strength wwitel.%ater, ho-,vefeer the disposal of food bused greasLs ?rid oils. rabic; Ertl,
peels and seeds; bones, and foots solids such as those produced by a g i=baRe disposal should be mil?imized. Toilet -issue is the only
paper that altould ba clicebarued intn the system. Other :ton-biodegradable items such as babe wipes, tampons, sanhat-e aapl:ins
condoms, cigarette putts, dental floss, and cotton swabs should not enter Late system. Chemicals such its pe'troleurn products, paint,
p a r7 of
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