HomeMy WebLinkAbout002-1041-50-300
o_r PRIVATE SEWAGE SYSTEM I St. Cfo X
INSPECTION REPORT :£amc:r. -erm' N« Q7e 1 9S
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TANK INFORMATION ELEVATION DATA
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TANK SETBACK INFORMATION
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PUMPISIPHON INFORMATION
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61
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SOIL ABSORPTION SYSTEM 7
1 11 Ulf"
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DIMENS1pNS ` 166
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INFJR/dd:TION r ,;NIT r..-r 11,,'
as 15 I y7 95
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a hacc lhutt All Information (f rJ~~
tion htf P
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Rolland 4 Bedroom Residential Mound POW'I S
Index & Title Sheet
Project Name: Rolland Residential Mound
Owners Name: Ann Rolland
Owner's adress: 2126 90tH A% c., Ba1dNin. A41 >4002
Site address: Same
Project Location,
Subdivision: Lot 04 CSNI Vol. I Pe.. 4248
Lei-al Description: Sr? of the tractional S\ViI -j, Sec. 18,-1 .-'()N . R.16\V.. I own of Baldwin St. Croix Co„ WI.
Plrl'ccl 11) 10'- 1041 S0-300
Pape I Indev and Title Sheet
Page 2 State Approved A4and DesiV"
Pane 3 ScpuciPump lank Cross Section
Pace 4 1 11h1en1 I`ilter Cross Section
Pace i Septic Tank Maintenance Agreement
Pace 6 Parcel map
Pace 7 \karramN Deed
Mater Plumber Restricted Service: Bill Schumaker_ Dept. ol*Satch & Prulcsswnal Services Credential 4227990
Signature: Darter.
foes I ol-
11,d~ni fiu'suwn to 11, 6 I .oral CaG A xplmr t' Impuncnl Nlmmal Icl PUN' IsA w:.in' n sl{ 1-11 111 'I~UP 111'1 ,I
'~;r?iR7 DIVISION Or INDUSTRY SERVICES
3824 CRCCK SIDE LN
I IOLNICN WI 54636-9466
D S Contact Through Relay
l
t Ps nlp ridsps wi.goviprogramVindustry sevices
VIVA-: W.SZOr519. jOV
7 ~
~k
Scott Walker, Governor
Dave Ross, Secretary
Nuvcmhcr 14, 2016
C' IS 1 ID No. 227990 Al EV: POIVl S htspcclur
WILI.L11v1 C SCIILIMAKER ZONING OFFICE
SC HI TMAKI-.IL. PLOMIIING ST CR IIX COLRdTY SPIA
1010 SCOI I RD 1101 CARMICI IALL. R-D
HUDSON W1 54016 7302 HUDSON %\I 54016-7708
CONDITIONAL APPROVAL
PLAN APPROVAL EXP S: I lil4,''2018
SITE: Identification Numbc:s
Ann Rulland Transaction ID No. 27979--
2126 90'FI I Ave Site ID No. 8311168
TmAn of Baldwin 19ease refer to both identification numbers,
St Croix County above, in all correspondence with the agencv
SH 4, SW 14, S18, T29N. R16W
FOR:
Description' Four Bedroom Mound SystemSloping site
Object TN lie: POAVTS Component Manual Regulated Object ID No.. 1631961
Maintenance required; 600 GPD Plow rate: 16 in Soil minimum depth to limiting )actor from original grade
Sys(em(s): Mound Component Manual - Var. 20, SBD -10691-1) (N.01101, R_ 1012), Pressure Distribution
Component Manual Ver. 2.0, SBD-10?06-P (N.01!01, R. 10!12); Effluent Filter
the submittal described above has been rcview'ed for confimnance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDH ZONALLY APPROVED. 't'his system is to be conshtrcted
and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. CONDITIO
The owner, as defined in chapter ]01.01(10), Wisconsin Slalutes, is responsible fin' compliance with all code APPRO
requircmrcnls.
prpT OF SA
No person may engage in or work at plumbing in the stale unless licensed to du so by the Department per s.l-l>.U(L r„J r ES$IONA
slats.
r•,',I'I,;,~jl`l OF INDU
Phc Ibllowin„ cund,lions shall be met during construction or installation and prior to occupancy or use:
Reminders
• A sanitary permit nmst be uhtaincd from the county where this project is located in accordance with the _ _
requirements ol'Scc. 145.19, Wis. Sratc
• Inspectio:t of the private sewage system installation is required Arrangements for inspection shall be made with
the ccsignatcd county official in accordance with the provisions of Sec. 145:20(21(d), Wis. Stats.
• A state approved effluent filter is required. Maintenance information most be given to the owner of the taa
explaining, that periodic clcaninx ofthc filter is required.
• All PO%k FS component piping material ehall be SRS 384, \4'is, Adm. Code eoniplimir,
• 'I lie area within I j' downslope of the dispersal cell shall rernain ondislurbed. Vehicular tralY.c, excavation or
soil compaction is prohibited in this area.
• A copy of the approved plans, snecifications and this letter shall he 011-site during-construction reset. open to
inspection by a•aahoriled rsnrescnlatives (it [he Department, which mac include local inspectors.
A1 AMC141 i.AIAKH:w Pena' If!Ii (honer Responsibilities
• the current owner. and each v0,i.quenl mn°r. shall rcc civc a copy ofth;s kIXlar including instntclions
icIat`.ng to proper use and maintenance of Inc sN stem. O\eners shall receive a copy of d:e appropriate
operation and ntainterance manual an&or owner's manual for the POW If , described in this approval.
• 'I fie owner of a POINTS shall be responsible for ensuring that the operation and maintenance of the
POINTS occurs in accordance with this chapter and the approved ntanagcntent plan under s. SPS 383.54(1).
• In the event this coil absorption system u' any of its component parts mallunctions so as to create a health
harard, the property owner must IbIlow the contingency plan as described in the approved plans.
• The owner is responsible for submitting a maintenance verification report acceptable to lite county for
maintenance track;ne purposes. Reports shall he submitted at ira.rvals appropriate lix the componcnl(s)
utilized in the POINTS.
In _;ranting this approval The Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary Rx code compliance As per state stats 101.1 N2), nothing in this review
shall relieve the designer ol'thc responsibility far 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 thin letter and the POINTS mana,cmenl plan to the owner and any
others who arc responsible for the installation, operation or nmintcnance of the POINTS.
Sincere],. Fee Required $ 250.00
_ Fee Received S :~0A0
Balance Dnc S 0.00
Jerid \1 Swint
POW I S Plan Reviewer, Division of Industry Services
(608)780-7892. Mon - Fri, 7:1 ` am - 4:00 pm \ViSMART code: ?61
lair \ _swimWwisconsin.gov
cc: Edwin A l a%kn. Wastewater Specialist- (71~) 6314-1484, Monday Frill.:y 8:00 am'l,o 4: i0 pm
iOK ner Responsibilities
• i rv c-:¢reut o+vuc:, aad each xibscquQw owns:. seal. o_ -ivc a COPe of tars letter nXitlillI irarucIiOil,
rC• aurw, to primer use. and maintenance of the svsteir 0%euers shah receive a cony o," the appropriate
operation and maintenance umnnal and-or owner's manual lift the POWTS described in this a;!proeaI
• '17ic owner of a POWTS shall be responsible for ensurhr; drat the operation and mainrenance W the
POW IS occurs in accordance with this chanter and the approved management plan uncicr s. SPS 381.54(f).
• In the event this soil absorption svstes or aw of its cortiponcnt pails iaalftmctions so as to create a health
hazard, tiie properrN owner must Iblkm the contirwenc% plan a. described in the approved plans.
• The owner is responsible for submitiirct a maintenance verification report acceptable to the county for
maiinUmnice tracking Purposes. Reports shall be suhmirte' a- intervals appropriate for the component(s)
utilized in the POWTS.
Ir. _-amine this approval the Division of Indostii Services reserves the right to require c4ialloes or addition; should
con_:ition- arise maliint> them necessary for code compliance. As per state slats 101.122r nothinp in the, review
s al: telieve the designer of we rciponsibiiit)' for designing a safe buiiding, structure, or component.
Iu,: cries eoncenriri, this correspondence plat be rnade to me a: the telephone number listed kc ow, or at the address
on 4A.N ic0.erhead.
11s above left addressee shall provide a copy of this lener and toe 110WIS eran.^.gement plan u+ the ow-ncr an.. any
n, F.r•^c rumen are r;-cnnncihle inr me inct.il anonn nnrrari:+o n- ma m... .ww, W fr+e POW 1'\
Siaeuch. F e R qutred S 250.00 -
I re R Cvi+ is a 2. s0,00
E3 i utcc Due S U-UU
~erard!vl Swim
1' t11 "I'S flan Reviewer. Division of Industry SC, vices
i!iiiR)'R9.'R9', \4on - Fri. ? 15 am -4:0t' pill WiS1<'MT code. 617
rrcsuirnriP,wisconsir.. _>ov
cc- Fdv,in 4 Taylor, Wasicrs a4.r spec-ialn„ i?:?j 63 . '1-, 1S1. Nl vid-a+ - Fr:d+~ Rain am :u 130 pt:j
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
INDEX AND TITLE PAGE
Project Name: Rolland 4 bedronn•. ieplu,- f'lenl nlouna
Owner's Name Ann Rolland
Gv,:r••er's Address:. 2126 90th Ave.. Baldwin, WI 54002
Property Address: 2126 90th Ave Baldwin, WI 54002
Lcgai DescnpY1!2 SW tractional 11* Sec. 18. T 29N R 16W.
Township: Baldwin
County: St. Croix
Subdivision Name. CSM Vol. 15. Pg. 4248
(ALLY
Lot Number. 4 Block Number na JED
Parcel I_D - Number: 002-1041-50-300 ETY AND
_ SERVICES
Plan Transaction No.: TRY SERVICES
Page 1 Index and title
Pagc 2 Data entry
Page 3 Mound drawings CE
Page 4 Lateral and dose tank
Pays 5 System maintenance specifications
rPayc 6 Management and contingency plan
Page 7 Pump curve and specifications
Page 8 Site Plan
Page 9 ;oil evaluation report
Designer Bill Schurnaker License Number 227990
Date: 101,201,16 Phone Number: (_715) 386-3121
Gessgnod Pursuant to the
l:lnunrl Lo°ent Manual for POW I S Version 2 0 SBD 10691-P iiN 01101 R 11112), arid r)o-,h
iJb9F''ublioahon 9.6 Design of Pressure Distribution NP_tworks for ST SAS ;01;811 arc
Pressure Cisuibution Co-vonent Van-al Ver. 2 0 Skit:-tii:0@ P rf1. C1~01. R 10U121
Veisinn 70 (R '1'12Y Page 1 of 9
Mound and Pressure Distribution Component Design
Desic;n V'JorKSh~r.;t
Site Information
R or C„ R Residential or Commercial Design zo1 1111 aI Wa o s 9 i ria
400.00 Estimated Wastewater Flow (gpd) Table 383 44-3 ti -situ soil treatment lu
- fe al cr. afonn -f : - 36 r.hes
1.501 Peaking Factor (e.g- 1.5 = 150%)
600.00 Design Flow (gpd)
4.00'' Site Slope
100.70i Contour Line Elevation (ft)
16.00 ~ Depth to Limiting Factor (it)) /
0.40 In-situ Soil Application Rile (qpd+tt !
Distribution Cell Information
100.001 , Dispersal Cell Length Along Conluur (ft - 6AO cell Width (tt)
1.00', Dispersal Cell Design Loading Rate (gpdtft-
1 Influent Wastewater Quality If or 2) Are the laterals the highest point
in the distribution Y
Pressure Disribution Information network? Enter Y o! N
er e' Center or End Manifold
3-00 Lateral Spacing (ft) If N above, enter the elevation (tt)
4 Number of Laterals of the highest point
0.125 Orifice Diameter (in)
- -0
' 2.00 Eslimited Orifice Spacing (ft) - 6.00 fl';orificc
2.00' Forcemain Diameter (in)
60.00'i Forcemain Length (ft) Does the forcemain orain beck? Y
- -
93.001 Pump Tank Elevation (ft) Ent,: Y _ r N
6.50 System Head (fl) x 1.3 EN Forcemain Drawback (gal)
8.87 Vertical Lill (ft) 5x Void Volume (gal)
2091 Friction Loss (ft) Mmimurn Dose Volume (gal)
0.00 In-line Filter Loss (ft) System Demand (gprn)
17.46 Total Dynamic Head (h)
Lateral Diameter Selection Manifold Diameter Selection
in. dia. options choice in. dia. options choice
1 25 x
0.75
1.00 - 1.50 x-~
1.25 x 00 x x 200 x
1.50 3.00
2 x- -j
3.00 x
Gallons/Inch Calculator (optional)
Treatment Tank Information 800 64 Total Tank Capacity (gal)
W _ 36.001 Total Working Liquid Depth (in)
1k Capacity (gal)
1e00 Concretp
e- 3'Manufacturer 22 24 gal/in (enter result in cell B49)
Dose Tank Information Effluent Filter Information
- 6066-41 Dose Tank Capacity (gal) Poly Lok Filter Manufacturer
22.24, Dose Tank Valllmo (yal?in) PL-525 Filter Model Number
Weiser Concrete Manufacturer
plojecl Rolland 4 bedroom replocernenl mound Page 2 of 9
Mound Plan and Cross Section Views
11108 ~r;a¢nNiac
-i
K
O rJ A
bV I
B -
• L
Mound Component Dimensions
A 6.0011 E 22.88 in H 1 00 tt K 10.6711
B 100 00 tt F 9 25 in 1 10 83 ft L 121.35 ft
D 20 00 in G 0 50 fl J 7.87 ft W 24.70 ft
600.00 (tt) Dispersal Cell Area 1683.24 (fY) Basal Area Available
6.00 (gpolft) Linear Loading Rate 10,00 (ft) 1.10 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 104 14 (ft G 1 H
102 8;
F r~ Latuial
/ of eP«
102.37 (11) nvest
Dispersal Cell
Elevation y D\
L
L
100.70 (ft) Contour Elevation
4.0 % Site Slope,
Geotcxtile Fabric Cover
Shading Key 0 1 Dispersal Cell See lateral detaiis ~n
' Topsoil Cap 0 1 5 tt r page 4 for nurnbe : is.
L:~ o
~ j Subsoil Cap U; and spacing idiot.,.
L'alelals are e eyua y
ASTrMVCYe3r Sand c
Tr•ni,=+i I<,n,f ai F spaced diCrib do singe
14 stnbutin ce s
Tilled La o it
F5 J1
A _ Dist ibrdion cell i,a5~.
Prnje,°.•: Rolland 4 t od:oom replacement mound pacle 2 of 9
Center Connection Lateral Layout Diagram
L_ P S
Turn upvwbellvalveor I.-7(~I4V-, r42laterals Z. for, em%ytj 9ih 40l
.aoanoutplug
per Spy Tabs. '.•r:a a1_5
Hed.• ..n d,.a on ~i•= Geae•m ~ I rte: al
Number of Laterals 4 Orifice Diameter 0 125 in
Lateral Diameter 1.25 in Orifice Spacing (X) 2.01 ft
Lateral Length (P) 49.25 tt Orifices per Lateral 25
Lateral Spacing (S) 3.00 ft Orifice Density 6.00 fl-!orifice
Lateral Flow Rate 10.30 gpm Manifold Length 3A0 H
System Flow Rate 41 19 gprn Manifold Diameter 2 00 in
Total Dynamic l lead 1746 tt Forcemain Velocity 421 tt'sec
Dose Tank Information -cckirq c~.,e~ r ,•;~rrm,
- Iabe. and ICek r'.: dense 39d
j I sralFCf v: a'eri i~ht
~ In:a a p rlr ii"ail a'td ~ ~ •
in min
;?I$i~9ni'Ci
u-L. urn,..)nert is prupe'ly'aettle-:. i•,II?rt`a1e oLtlt9
IuLatlnn
I '
J
Forcemain d'amotw
Weiser Concrete Manufacturer 2 in
Capacity 800.64 Gallons T
Volume 22.24 gal/inch A
Vdeep hole or ann-
Dimensi0r Inches Gallons B siphon device
A 18.74 416.74
B 2.00 44.48 C
Pump o!I e'eroatian ft;
C T26 72.54 94 00]
D i 12 Oo, 26E),88
Total 36.00 800.64
Du;e lank eIeaalion ifli
3•' Bedding under lank. 93.00
Mann %`1anu3f3::hll-1 SJ Rhombus j Note: Switchp.s
Alarm Model Number,SJE 1011421 containing melrury
_ may no( I? cscc it
Pump Manufacturer Goulds is sysic: n
Pump Model Numberl EP-05 - /
Pump Must Deliver 41.19 gprn at 17-4-6-1 ft T D H
J
Project: Rolland 4 bedroom replacement mound Page 4 of 9
Mound System Maintenance and Operation Specifications
Service Provider's Name Bill Schumakei Phone', (715) 386-21 1
SL Croix County Zoning-Dept - - Phone:: i715) 386-4680.
PO'ITS Rerlulator's Name -
System Flow and Load Parameters
Design Flow - Peak 600 gpd Maximum Influent Particle Size 1rut
snrrnated Flow - Average 400 gPd Maximum BOD5 220 mg +L
Septic Tank Capacity 1200 _ gal Maximum TSS 150 mg,L
Soil Absorntion Component Size 600 fl` Maximum FOG 30 mglL
Type of )Aiastev✓atei Domestic Maximum Fecal Coliform >10E4 ctu,100 oil
Service Frequency
Septic end Pump Tank Inspect and1orservice once every 3 years
Effluent Filter Should inspect and clean at least once ever 3 years
Pump and Controls Test once every 3 ears
Alarm Should lest monthly
F ressure Syslem Laterals should be flushed and pressure tested every 1.5 years
Mound Inspect for ponding and seepage once every 3 years
-1
Miscellaneous Construction and Materials Standards
1. Observation pipes arc slotted and materials conform to Table SPS 384.30 1 have a watertight cap.
and are secured in as shown in the mound component manual -
2 Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adrn Code
3. All gravity and pressure piping materials conform to the requirefnents in SPS 384. Wis Adm Cade.
4 Tillage of the basal area is accomplished with a mold board or chisel plow
5 The mound structure. and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
Lateral Turn-up Detail
Fir shed "
Grave ~
6-8" Diameter Lav✓n Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distribution
Lateral --------------a j 1
4 - - - Long Sweep 90 or Two
45 Degrec Bends, Sarne
Diameter as Lateral
Project- Rolland 4 bedroom replacement mm-nd Page. 5 of 9
Mound System Management Plan
Pursuant to SPS 383.54. Wis. Adm. Code
General
This system snal be operated in ac I r dance v:Ah SPS 382 84 o AdT. a td s.l' , It int ,(red s crdar h
component manuals JSBD 1%91-P iN R.11.'12(. SSWINIR pulicaticr a r ) ant Lr- s,r- h Ll-ticr it ,p~ n •-c !Manua
Ver 20 SBO-10706 P (N. 01(01, R. 10+1?II and local or stale rules portainmg to sy;lem r,a intcnance and r,aintenanre tepr:4irq
"o one si ever enter a se or purnp I911K since dangerous gases Irav be present lhal could Cause deal'.
septic and pump lank abandomni•nt shall ..^•e in aaa,ruaro0 rnth SPS 35333 , ^uis Adm. Gonesaen the tans are no longer r:wd
as PO'•NTS components.
Sept c or purnp tank marhole rsets , access users and covers should be Inspected for water tightness and soundness Access
.iuwrings usw for service and assessment sha'l be seaied 'natertiaht upon the completion of service Any opening deemed unsounn,
dofc:_t1':-.. s.¢: ecl to failure m,lst ne replaced Exposed access openings greater than 8-Inches in cal lei shall be secured by an
c_-:F. r._ device to prevent accidental o- unaummi/ed envy I a tank o, component
Septic Tank
h~ eiti, ,nk shall be mairnail by an mdi•:idual certified to sevuL septic tanks under s. 281.48 S•ats The contents of the
f, , tan.: h+ I be d scored of in accordance vrdh MR 113, :Nis .Adm. Coop. I i,e operating condition of the sephc lank and oullel ' uei
~.hal1 be assessep at east once every' 3 years by rsoection.
The outlet filler shall be cleaned as necessary to ensure proper Operator,. The filter cartridge should not be removes unless
:ovisions are made to retar• solids in line lank Will may slough off the titer when removed front its enclosure. If the fitter is equlpp,,d
yr tl an alarm the fiter shall be serviced if the alarm is acll•:alecf continuously . Intermittent filler alarms may indicate surge Ilci or an
irperding continuous alarm.
1 he septic tank shall have As contents removed vlien the voluolo of sludge and scum to the tank exceeds 1 f3 the lieu;d volur'ic cf
t Iii, '.ink If the contents of :he lank ale not rorld'ied a: the lime of a triennial assessment, maintenance personnel shall advise !-IC
,e-,ter of •Nher the I serece needs to be performed to maintain less 1'an maximum scurf and sludge accumulation in the lack
The addition of beloglcal or chemical adddrves to erl'ancd septic tank nerfoveanee is generally riot required. Fgvever, if suer
ocl.c:s are used Ih.ey shall be approved la septic tank use dy the Cepartinent of Commerce
Pump Tank
The pump (dosing; lank snap be inspected at least once every 3 years All svrdchos. alarms and pumps shall be, tested tc ver fv
proper operation. If an effluent filler is installed mthln the tal< it shall be ~rspcCted and serva:ed as reces&a,y
Mound and Pressure Distribution System
\o vets or shrubs should be pfacteu on file III Plantings may be made around'ne mound's penrtete• and the mound shag
~,u_ded and mulches: as necessary to prevent enmmi and to provide sortie wofeclion from frost penetrat on I •al' IotPcr :ran
V•-getahse nlamteral'i on the mound is rot •ecut e9dec since snl compact-on may hinder aerat on of the innhrati',c surfact vifhi-i
rte n'::and and show comoaction in the w.nle' w1l promote trust penetration. Cold 'mealier installations (OctoberFebluaryl dictate ti- a'.
mound be heavily hit cued as protection from freezing
Influent quality into !tie mound system may not exceed 220 mgiL BOD, 150 mgiL TSS• and 30 mi FOG for septic tank off sea' r -
77, L BOU... 30 mgiL TSS, 10 mgiL FOG. and 10' OuAN) ml lot highly treated effluent. Influent flan may not exceed maximl.rr
r", jr fli speoriw in the permit for this r-owl'aiwn.
he pressure distributw sysfern s provides oath a `cashing point at the end of each lateral and it is Iecommended that each Iatora
're' usned of accumulates: solids at least once every 18 months VVhen a pressure test is performed if should be compared to the rdial
,.sI vrhen the system was installed to detennme d ounce clogging has o:coue d and if orifice cieaning is required In rnamlain egaa
.1 a'-i cutwn w thin the dispersal cell.
C'bse%lation pipes wAII the c isparsai ce.I shall be checked ton e'fluem fx:nd:nq. Pending levels shall be repo4ed to the owner. air
acv Ie•rels above 6 inches considered as an impending hydraulic `ai ire re'aurcmg addiPOnal, more Ilequent monitoring.
Contingency Plan
"he septio tang Of any of its components beco no defer: ve the lank o• component shall tie repaired or replaced to keep the system
11 a-oper oceraing condii
file dos rq tank, pump p:rrp controls, alarm or re ated arumg; becomes defective the defective componeil shall be immediately
, 1, jifed o• eplacen %%eh a component of the same or enr.at performance
If the mooc contoo-tent fails In accept om%le'waler or begins to discharge maslewater to the ground surface. it will be repaired
,placed in its' present location by mcreasiro nasal area if toe leakage occurs o• by removing biologically clogged absorption and
t.apvrsal media, and related piping. and replacing said componems as deemed necessary to bring the system into proper operaLrrol
r,ndition.
See Page Sol ::us plan for the name and lelephune number of your ifical POVPTS reg,falor and service provider
Pretreatment Units
he rfnrnahnn and schcaLl c' n'ananagerrent ,,,d ntmnten~rc , fsr prelrealrrwit de is s Bich a; awvbie Irea•menl ,n is or
.
d'r, lL-hell -Ints :i, `ins I -Lf is b11 t 5o1 1 n'-cis end ;:o:: r _'sd ^p.'1 -f the over, I tr. pI,r` f4r11 i .,,r,
GOULDS PUMPS Submersible
Effluent Pump
EPO4
A 3871 EPOS
APPLICATIONS ,Illy `,!dn i'I ^:I in t Ilf ■ FPOS Impeller. -I he rro:.I r.- ■ Bearings: ..f~ 11 LI L'.%-l
u <dC X'Lu C ci f[r C( enclosed 5i , <::r Ir l l 1) ea'irc_i
5::ecific3lly design:,; for .h.' It. ri-atur. a rd epic ent r.,;rd pe n farce n.
it, lomrg uses: heal l cnsfcr• ■ Casing and Base: Kucgec
•F(fuentsystems
tfr_nrtoi;lasicdesignpn:vidr~ AGENCY LISTING
• Homes Available for automatic and ,L-eriarstrergyt'nend(("Il I
• F3rnli manual operation. Auto- Q. Cinrrclian Stana.)16 A,%CwUw,
li'SIU3'1`.P..
He , : c.ny surd; matic models include
at :wnsfcr Mechanical Float Switch ■ Motor Housing: Cast i'or
• rovat~r rr assembled and preset at the er cffitie•rt h.-at oars er
factory. srengln, a-td ::urab.Iity.
SPECIFICATIONS ■ Motor Cover: Tnermcpla;a;-
FEATURES o:er',Ith ntegralhandlr.arr_i
• Sclicl :I-indlicg cp3b lic,_ - oat rtch ~ttac~rtcr, p:> a E
r ma>:midrt ■ LP04 Impeller: Tin-nr::j; ■ Po'.verCable: Sv% re d,.:;
apo( ti:';: up to 61:' (:PV. :02m
-n cn sqr ✓:,it l
q~l heads up to 31 fret. p ,.It :,il d-r ic:d
• Dig name size: 1'r:" NF`.
N'eeun eal sea : carbcr-
ot3r;; wm:c-statcrc
-11UNA N e.a%toirerS.
ir'rnmpera:ufe:
04`( rf40 CS cor:iru:un
in manes r ur
4'J F -0 inlet" ' ent.
E;,terers: 300 series r
t
'ss
i CAI
• :9pri:;Ii! of mnning
"I _r(IL: dari to it
r '
a
Motor:
•FPC4SIngleohase:0 ff'J r" - -
/Z
Y/
73v+6 H.1 :0
11ior
I.Pru:, but t n n c rlaed :hTb.l~
Jt i'1atC.eSC F EP9i
i Sirgle pha e: C.r h P.
O
,'d cr 230E 6J Ilz. 1550 ;
t1 1, bulll In ove-load voth LPoa I
a ltomitic reset. z,
• ~ .rvow cord: 1 J foot
.:a cord Icrgtn. 1613 t
u'uJ Mtn :h,ce prong o c - -
oundirg pIur.Citora 70 C 2e• wri
rn:;t k'(Fin. 16+3 S.I'A wilt
- - -
Irrau p'orq glt:wnt.t:; ;;Itjg
~:aia ud o'r LP,J -
ccrACm elllfAaw ti%o,mu.. Sc~Ojo/
Goulds Pump
ITT Industries
B
j 71
t._
SI . ( ROIX COI IN'1 )
I I' I I( 1 A\K %I VN II'.NANC'E \GRI IAII N I
AND
O\\ NERSHIP C•RRI IPI(A I [ON FORA
(1\\nei Bract Ann Rolland
~I'll lm<-'Address 2126 90th Ave., Baldwin, WI 54002
Piopem Address 2126 90th Ave., Baldwin, WI 54002
Jel,tieati n I'cc.lixJ I1011 °I:mIII II N I„r ncl\ ,r'..o:t.,
( II\;State I't,r;•11,1,~,ti rl~at~;,.. N tllllh;.r 002-1041-50-300
LEGAL DLSCRIPIION
Pt„ pertc Location SE SW . yet: 18 .1. 29 N R 16 W moll `r-Baldwin
Suhdlcisioll ),I'll CSM Vol. 15, Pg. 4248 Lot;; 04
( ertified Survey Map volume 15 P'ase 4248
N'ti'arranty Deed Ii (helbre 2007)Volume
i.' a.va6eo,eayl„ 1 01 1 -1,.
Sl S NJ iNJ: IN'I LNANCE AND OM NLR CLRTIFI(A FION
Impmpcr usc'n,tl ni.unl. l.:u,.u .•I y,..u i:'ti~ •:,-lr n.rnl.'.ruuli CI rt-pt en r._ ..i I.u: I',n JI, i .c. l`.
.In'InII-!uue tt0111,51sot porpit". "'1:11C ,.pli t...lk c•ira I'tr %,.,I of ,otmi:. n o •.:.,I b•, Ircr. r.I .u'. I a It :ljc sI stem call attcit 11:c IIIIICUOII Uf
life nephr Iank a.' a ae:1111 Wit ,l:l" III the vase dl,;Ixtsal sv';lclll Om"-i n:tinlclmll'
>.ponsiMlitirs arc ,pt ul7vd h:.ySI ti. _ N3.i~; I land ul C'dl.tpm 13 R. Cruly Cuunty 5andan t lu6nance.
1 ht ]stlpCJ i\ J\Vli l' agTi:i:5 1n S'linim I0 Si. Cnu\ lbtntl\ I$I Wll g - ~1111I11g I )epatl:llcnl a CFCIII:CYllnll lullll. sl'pi: a': 1 , II l'
'Aler.uld be a ma,ICl plontbar. lotll'I)C\lClllt pluulLr: restrlrled p1mul cr or ;I hccn:Kd ptunper u•I it ine that I I i the on-site
,.,,:?cm::Irl d1>povI .\>tcn' I. prnpor ,IvuJI iui. coa. II nrll.al'k'l ',I :It VI utspeel inn and pout r1µ!.:1 neCe,,;m i. the eptIc t:uf
Ilxm Ir? fuil of sludge.
!A\c. the tln leraip ml tiara : ced IhC ahocc rap.Iiroulcnls.unl Ice :o W"iul;nu the ; rime n•\\a, e d.,poud sv sa•tn \sll'.I I I
uid:nds ;et f"Fill. herein tls cot h\ the I lepnrtnlem of N;dkt\ And I'IOIe,,ioll[tI Scn l: c, onld the Ikgl:n nncnl of Naltnal R01111.1 L l
~1..'.e of Wi,coll,tn. Q r il.iauon s1110 v.. ur ac;nli sv.Ient has'^eul tilmill lied nnIM be ioulpleled anal returned to the St. t_Ya.
we, Haonhle & %ouwg 0cparuncnl /ItTli\\c eurliF:hatall .sillenlenllitnu:uc lrllc to the best oful\inul knos\1e\igcIarilv dCed ht'nl ded IIl lte'LLte7 OI :)('111, OMCC.
Numberof bedroom, 4
S16NATI RI; OF AIII,LI(':1NT(5) DA II{
°Ae. ud:mn.mon In:n is misrepresCII( .J n):n n:snlt u, the snnilan panull i>cmg rnvAed by the I'lanning & %onu,l: I )cpal'Imenl. x"
. I:ilade 91t!I flu-, aIII) l ieal ion a rCcordud \+al bna\ decd Lanz Ile Reg Islel of I )ecds t 1:Tiio and it cone of the cell It ied stuxo imill d'
..I-i levee is Illade 111 Ile UHC::I:I\ decal.
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hi iOd-15Od 31tl7 1c/o:,/OCR :Alvj Oti: 4S IN 'N:);;M ',4:1-))
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