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INSPECTION REPORT
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GENERAL INFORMATION
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March 18,2019
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 2021-08-I8
Plan Review: PWTS-031900222-C
RYAN GARY BECHEL
391 CANNON VIEW DR
RED WING Minnesota 55066
SITE: WC Landholdings Lots
1706 10616 ST
Saint Croix County
Town Of Richmond
DIVISION OF INDUSTRY SERVICES
2331 SAN LVIS PIE
GREENSAYLM 51SMroml
Clabo Tbrugh Retry
ntlpllnapawLpcNpn ,m lwindoramtry^eewIms
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FOR:
Mound Component Manual —Ver. 20. 5BD-10691-P
IN. SUN, R 10, 12)
Pressure Distinction Component Manual — Ver. 2.0,
SLID 10706 P Portland, R 10112)
Beardstown450 GPD ar Bed fnnrv—You Constructed)
stationary, Required
The submittal described above has been reviewed for conformance with applicable Wisconsin A iondislrativa CWes
end W PomIm Smtatna The rotational be, been CONDITIONALLY APPROVED_ This sy9em Ia to be
rehreed and Ioeaud an accordance Mat me unclosed approved plans and with any component manuals)
nacesd abave'Ihe owner, as defined in chaplet 10101(10), Wisconsin Statutes, s responsible for compliance
with an code requirements
No person may engage in or work at plumbing m the slab unless licensed to do sa by the Department per s. ns.06,
suits
The following conditions shall be met during commuction or installation and prior to occupancy or use.
Preserve dispersal area prior and during consnuction to avoid coachman, compaction and use of the site.
With new construction{ It is recommended not to activate the pump in the dose tank until the tanks are
pumped prior to bomcowner occupancy.
Wastewater unsecured from mntractors cleaning of equipment and tools and/or left over construction
products shall not be discharged into the drums discharging ad the private m im wastewater treatment system
(POWTS). Waste generated shall be properly disposed of on -site or IT site,
Any tall Straus. leaves and shrubs shall be cut shot and removed prior to riling the surface for installation to
prevent mating under the dispersal area. All looms organic material to be removed from mound area.
Divert surface water from POW I S Area.
• Prior to construction of the disposal area, check the moisture content of the soil to a depth 0f 8 inches.
Smearing and computing, of war soil will result in reducing the Infiltration crystals of the soil. Proper soil
moisture content can be determined by rolling a sett sample between the hands. If it rolls Into 8 1/4- inch wire,
Ones to prepare. if It crumbles, site preparation can proceed. if the site is ace, net to prepare, do not
proceed until it dries.
All piping shall command to SPS Table 381 and SPS Table 384.30-5
Ineulare building power beyond 30 feat per SPS 382 30 (11 bay
Well wits ueks to meet ohs. NR 811 At 812
Tank Installation to follow all numufauuru`v recommendations.
SPS 383.54(I)(s) The management plan fora PO WTS FIT speeifcanHyadl the servicing mechanics of an
aerobic or anaerobic treatment milk or a hocking rank where either of the following conditions exist'.
I. The bottom of the unit Is located more then 15 met below the elevation where the servicing pad Is located.
2. The bottom of the seek Is located more than 150 feet horizontally firm where the savieing pad is located
• Verify properly line(a) prior to installation,
Pump Flouts to be set and verifed per approved plan. Anv changes may mull In pump causing to meet
Thin and GPM Speelfeetienu
• Areas that are occupied oil, cork fragment,, bee mot, noinift5 and Muldem reduce the minor or coil
adable for proper a'Intmmt If no clear site Is clieMe does in die basal aces of the mound must be pit oil
at around level A In par fill at owhen
a Is nervus en mry of the above conditions are mnd soro eomucpvide
sufficient bmlml,, area.
Owner Responsibilities
• The current owner, and each uncommon owner, shall receive a copy of this letter including inamnions relating
to proper use end maintenance of the system Owners shall receive a copy of One appropriate operation and
and/or owner's manual for the PO WTS described in this approval SPS 383.54(1).
In thea event this son absorption system or any of Its component pans malfunctions so as to create a health
meet the property owner must follow the contingency plan as described in the approved plans.
A copy of the approved plans, specifications end this letter shall be rarely during tribes an, and open to
inspection by numerical representatives of the Department which may include local inspectors. All permits
required by the ducte or the local muoieipi shall be carried prior to commencement of
conatructmn/InstallmloNoperadon-
In granting this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary for Bodo compliance. As per stem sods 101. Dip), nothing in this review
shall relieve the designer of the dispersion tiny for designing u m6 building mankind, or component.
Inquiries concerning this correspondence may be made to me at the telephone number Ibmtl below, or at the address
on this letterhead
The above left addressee shall back Ide a copy of lever and the Pt S management plan to the owner and any
others who are responsible for the Installation, operation or maintenance of the POINTS
Sincerely.
T V ,✓ter vea
Tim Vander Least
Private Savage Plan Reviewer, Division of Industry Services
b91-22I4, Moro Fri, 6'.00 am -3 30 p.m.
tire ,vandedccaQwi.isov
0 ADVANCED
E Y V I R ONMEI T A L
Property Owner WC Landholdings LLC Phone: Date. 03/12119
Site Atltlress'. 1706106N ST New Richmond, W15401]
INDEX
Page: 2 Site Plan
Page: 3 Management Plan
Paye: 4 Management Plan
Page: 5 System Design Summary Liter
Page: 6 Mound Design Worksheet
Page: l Mound Design Worksheet
Page: 8 Mound Design Worksheet
Page: 9 Pressure Distribution Design
Page: 10 Pressure Distribution Design
Page: 11 Pump Design
S
Page:�SCON
ge: 12 Dose sank ;"� `tA .y
Page: 13 Tank Specifications RYAN
BECNEL
Page: 14 Mound Material Estimates D-2263-7
Page: 15 Soil Test RED WING
MN
Page: 16 Soil Test
'r SfGIA
Pose: 17 Soil Test inumn
' �
Component MOnuals: SBD-10206 P Pressure Distribution(N.01101; R. 10/12)
SBD 10691-P Mound(N.01/01; R, W/12)
Date: 311 V2019
Rrim
ddri III irdwrim,.*a 'mom2 �� ADVANCED
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FOR
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NO. i.n 54017
TANK SPECIFICATIONS
• Minimum rover= 6 inches, Maximum cover =0 feet (unless specified by manufacturer)
• All manhole Carlos Chair extend V Inches above final grade
• If the tank is within 3 feet of final grade, DETAIL, the lltl toan Doctor, of
• Quick disconnect (Cam -Looks reachable from final grade J24 inches mall required for pumplmtalla0ons
• Ifforcemain will have a"YHook" assembly, drill a weep hole In the " hook "
• Building reviver: No 90s, keep 3 kH between 455, maintain I inch in B feet Car) slope, Install Cleanpu6 at the
building connection and every 100 feel at a minimum
•In
sulate building sewer if less than 2 feet from final grade and under all high traffic areas ldrmw eays etc.)
all onlroll AD A IN
wevaar um�I
98.50 \ sNei oCHAmorroxnin.n ro
extent al want
88,92examak
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yl
F 0F� ,... �., III kE vpI'm its
., a ylll a �p� tg e. as a.� Moore
1.1 WEEP Are
Ed
Ir III., III
WLP1000/650—MR
TANK SPECIFICATIONSworks, Y
99
34
NET Tal:e con PRECAST rax�rt WE
'Dom AM no
A net—.uu s.
WWI 111.0
is 'MIT V1 11TIM
UAL
INLET AND NUTLET exrour
=� rLEE i ne.ntp[ iM s oIff uwmto� --Cal-- ^rof:;w .. P
SEINI
17M DATA An
,o.o.c oases. r o u.s.ne.rzo NET �z
ANK CAN as UACD As
SUN
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AN
m VENTCovern.m.. uiw nn55� n0w�11 "El ar.. W €
I LINKS
„� _ u' raw a9.ar TALKS CONTACTw,r:a roR�n $ 1
cow v.o D0.�FO0.6PPPROVAL cry
J_
ANNE CAM
Management Plan
This pumps h.n;dens oemerm amm an, e= se"en= ,m=nc ago clear =
Feria e�ecm by ma moreover�alrcher businavre nearby osttberemained or of shared see;c
memt'i 0, service veer Mwevec d the hrmlessn s cram 0eve Ile ad am z[mmp a me dmaly men
le Keep this Management Plan with your Septic System Owners Guide.
le Keep copies of all pumping records, maintenance activities and repair invoices with this document.
le Review this document with your maintenance professional at each visit discuss any changes in product use,
activities, or water use appliances.
Management Frequency
My system needs to
be checked
nee dnr den sued r rewen.0
Clerk eoery
36months
every 36
ont man
Srate/Loral6ov'tnegrrenuenes.
Cherk,mbl
36
made,
Numto Bedrooms
J
�.b ...��..�..e
Sepllc Tank Manufacture!
Winer
lax(gte
oil Ern totaugIY7)
a60
00
Sepllc Tnk Capacity
Effloeni Filter ManYfaCtulerBeat
8 Motlell
1000
GF-10
uent
Eobi Omi EPo0
oxY9en mana (eoO)
maid
ISO mp/I
Pump TankManufacturer
Weeer
Sollds l5uepenn
F
130m y
Pump Tank Capae
_
fibra
CommitOSal
We crea¢e¢IFOGi
JO mp/I
Pump Manu(actule!Per
&Motlelm
Installer
EWuent puality -
Can,, Demantl(BOm
-argil
Dispersal Cell TypeMOunE
s suspended 6dd,l� -addale,
Olb, Greases(FOG)
-MWI
Pretreatment Unit Desclluent
Particle are in
tla
Rep kx ak ,dbpvr y
Reguledy assay for wet Or spongy sW mood your toil
Ircatment amm contact aarvke governor if ease.
Contmll bmmwing animals (problem cmundhogs, etc
Keep bikes, vehicles snowmobiles and olherlraKc off
document area.
Naas- Contact another professional if any claim
venal,.
Lint Filler- check for aril buildup and clean when necessary
If you do nod have one, add we after washing machinx.
m m
Cara uMske sure matall wps antl Fas are intoaand;n
Place . Inspect flu damaged Caps often. Fox Or replace
Recommend If dii around ne pumped Pump an
news 36 months at accused.
I lank Inlet and wild baffles (If applicable)
drannllald effluent is vm,of applloaMe)
Iamp and alarm system unctions (of applicable)
w ang am corrosion and mncron (if applicable)
l2mfiem laterals slanderer
vent counterbalanced fare mold, ,it evaluate water
ate compared to araRm design He,
(condition orymen and ameenl mdperslure In tank
exaudeeng Ofhaluenl or other agna climbable
operation popes am capped and allied
MAINTENANCE INSTRUCTIONS
m¢pecgons onanks and dispels a l Wily shag be maac by an appropriately consul individual or business. Tank sushi
must include visual lIspect on of the tanks) to Identify any missing or broken hardware, identify any Cracks or leaks,
measure Me volume Of combined sludge and scum, and to crack for any backup or pending of effluent on the ground Surface.
Access Openings used for service and assessment shall be sealed watertight upon completion of service aNNties. Any
oundldetective access Openings must m replaced immediately.
The dlspeml cells) shell be visually lnspecletl to check the effluent levels In Me observation pipes and to check for any
pending Of effluent on the ground Surface. Pending m effuent On the ground sudace may indicate a failing condition that
thermses immediate attention by a licensed Septic professional.
Tanks must be pumped when sludge accumulation is within 121nches of the bottom of the outlet baffle, or whenever Me farm
layer if within S Inches of the bottom of the Outlet dome. In no case shall teal Sludge and sum volume occupy greater than
25% of the Links liquid capacity.
The effluent four shall be Pascal as necessary to ensure proper operation, The fifer should not be removed unless
provisions are matte to retain solids in the tank that may slough oB the fitter during removallithe filter is aquipPotl with an
alarm, the filter shall be ferv¢etl if the alarm lB Salivated continuously. Intermittent filter alarms may indicate Surge move man
impending continuos alarm.
PreVestment components shall be maintained and serviced by a licensed septic professional according to the manufacturers
recommendations.
START-UP & OPERATION
For new boom prior to system Operation, check sephropump tanks for the presence of painting products or other
chemicals that may impetle the treatment process anchor damage the dyperval cells. If high concentrations am database,
have the contents of the Los aemovetl by alicensm Septic professional pn0 to use.
System sold up shall not occur when mails are frozen at the infiMal surface.
During Dm c outdoes, pump ranks may of above normal high water levels for system utilizing pumps. When power is
restore], the ei wastewater wo be discharged to the dispersal cell In one large dose potentially resulting in overloading
the cellsIt may also reaulf, , backup or audece discharge or effluent To avoid this situation, it is highly recommended to have
the contents of We pump hank removed by a licensed septic professional or have a septic professional manually dose the
system to return the pump tank to normal operating levels prior to reatodng power
Do not does or park vehicles over any septic system umpormnrs. Do not drive, park Over, or Otherwise disturb or compact the
area within 15 tact dowmslOpe Of any mound or at grade System or secondary septic system site
CONTINGENCY PLAN
If septic Pink, or any of components. becomeaeaeve Me Link or componenlam immediately repaired or
replaced accord to the oPgnal system design specifications
It a dosing tank, pump, pump control¢, alarms, or related wMng becomes dekeir they shall be immearately repaired or
replaced with wmponees of the same or equal per ormance.
It Me soil treatment component teiis to accept waslewaster or discharges wastewater to the ground surface, it shall ce
repairetl or replaced by, Increasing basal area tit toe leakage amuck rebuiding the component at the seconds"Woem site,
or removing and replacing biologically clogged absorption and dispersal media and associated piping
ABANDONEMENT
It septic system rile andmra prnmaneni taken out of service, the system shall be abandoned according to approved
abandonment eguations These include.
All piping to tanks shall be disconnected and abandoned pipe openings sealed
• The contents of all banks shall be removed and disposed of by a licensee septic professional.
• Tanks shall be crushed 9 blood. or removetl.
-
Aseptic system abandonment notification shall be submitted to the appm priate Ideal govemmenUl unit.
WARNINGII
SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT OXYGEN.
00 NOT ENTER ASEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY
CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE
DIFFICULT OR IMPOSSIBLE. ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK.
Page 5
System Design Summary
DESIGN FLOW. WASSE STRUENGTH, Toll
C, PUMP Tank Er MINIMUM Cal 493 Gident PUMP ank I Creal 011knor I. no Gotten,
Dedever hadoweradended Mile del 850 CUP, Unit and 2 pordifor Fre I UP (Sher
PUMP 3D 0 Go, I'Ll Herb Ed 3 it PUMP 2 Upon Total hand It
haden Indeed CoMeEl oreard. break Ne Readendi WOO ii 15, Mi PSI deal need nonlinear , gr�Wr
Preproban Code Requirefor Caporay Gdoons, In red, Under TWO ligh Lool fork Code:
ONE EPALUATION DATA
Carol Edaradon, "DO SULAR, LOU Gamble
Eke If bei Code, 9l Pro Into MW
Ar Real Separation 36 11 310 it $1111 'In �Fbre FULL ft,arkine Orion,' 01. M,
AMI add orni I be the Inner to derien MILE
Page
Mound Design Worksheet
SYSTEM SIZING: Parcel ID : 025.1121.05.000
Design Row, 450 GPD
Sot Wading Rate 040 GPDr
Depth to Limiting Conditionc 3.8 tt 0".7/ � Percent Land Stripee 1 a
Design Word Loading Rate1.0 GPDIR
DISPERSAL MEDIA SIZING m
Dispersal Bad Area IA x R1- Design Flow « Design Media Loading Rate
4W GPD + 1.0 GROW 450 R°
If a larger dispersal made area is desired, enter size: (ts
A. Select Dispersal Bed Width (At 10.0 it Cnnr erzna ether
Linear Loading Rate - Bed Worm x Design Media "ding Rate
10 it x TO GPDnt' - 10.0 gaunt rain r"read Par,I
B. Minimum Disperal Bed Length (9)- Dispersal Bad Area « Bed Width
4eA it' « 10.0 it 45.0 it
DISTRIBMON MEDIA: ROCK
Rook Media Depth Below Distribution Pipe
0.50 it Duccurenr nn ai hard on Mi une a:Pal
DISTRIBUTION MEDIA: APPROVED TREATMENT PRODUCTS: CNLMBERS AND EZFLOW„
i. Select Dispewl Mean:
B. Enter the Component Length: it Worm: it 0epth: it
In. Number of Components Per Now = Bed length +Component Length (Round up)
- it + - Rcomponents per row
W. Actual Red Length - Number of Components me raw %Component Length
- per row % it it
V. Number of Rows = Bed Width s Component Width
if in -rows sawn sah an be, M n.ama p.
an. Total Number Of Components - Components Per Rew %Number Of Rows
Components
D. Fill Depth Below Uotlope Edge Ne • 3 feet - Depth to Limiting condition hS Min.)
3.0 « - 3.8 it - 0.5 ft Design Sand Lift lomionap:
E. Fill Depth Below Dowrempe Edge (E) - )Ded Worm X land Slope a 100) • "0"
10.0 it X 2,0 A : Lou 6.00 in - 8.4 in
F. Distribution Cell Depth (F)-8". Nominal pipe Sim of distribution lateral OZ 1"yperwi vb)
BLC in . 1.35 in 9.25 In Ixommal dire sze m)usud on tateralssr.au
G. cover Material Depth at Ceti Edges (G): 12.00 In Ife me")
H. Cover Material Depth at Ceti Center Up: 18.00 in Iz tz'miu.)
I. 0owmmpe Width (1) - C, F. 0) x (horizontal gradient) x Brownstone Correction Factor
2.47 1t x 4.00 x 1.09 - 10.74 it Or 15 (t
J. Upsmpe Width (3) • (D. F. G) x (horizontal gradient) x Upsmpe Correction Factor
227 It x 4.00 ft x 0.93 it - 8.41 ft
Downsloce Correction Factor 1.09
Upslope Correction Factor: 0.93
Endslope Horizontal Gradient: 4.00 01"N i0w4.0)
N. Donaldson Width (K) • DD. E)> 1) . F. H x Endslope Horizontal Gradient
reap in at. 9.15 in . 18.00 In ♦ ti x 4.0 ft 11.5 It
L. Abund Length (L) -Endslom Berm Width . Bed Length . Endslape Berm Width
11.5 ft . 45.0 it . 11.5 ft 60.0 It
W.M9und Width LAN - Oownumose Berm Width . Bed Width = Upeope Berm Width
15.0 it . 100 It. 84 It 33.4 It
Verification of Minimum Respi Bassal Area
............. _ -----.... ........... ........
^Sloping Site -B x(A.I) MINIMUM- 1135 il - =cvo Larval Raw
45.0 ftXl 10.0 ft . 15.0 D)- 1135 Or
••Level Sites =BxW MINIMUM- ttr Irvin. =cvo.baEine lore)
it x ft It
Page 0
Dos . vlvas
N
B A
O
L
A 10.0
R
F 9.3 in J
8.4
it
6 45.0
it
L 12.0 in N
I1,5
it
D 6.0
in
H 18.0 in L
68.0
It
E 8.4
in
1 ISO it W
31.4
it
OES.%Oes ry/10[M1°f B1
4.5 It AOwrPU°° Mdth 1A•1)
25.0
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DISTRIBOTIONAREA CROSS-SECTION
A SEED .iae.vr
L mr
mmn RECKFIL I A h F ... ,o
2 3 n
IH a ..: �..
... _ °II F1A% ESOP PC PLACING SEND
OBSERVATION PIPE MTAIL
°eu
nrs ee erzm
Ship
mp w ,
o�imnl
Pro of Pro, In ei AS o
aI .,:<e , INS, r,
aw:osa
Infilli
Pressure Distribution Design
Mona Bee Width 10 1t varied Correction Type: End
Mlnlmum Number of Laterals 3n WsteName gpMmla BAR Width -4)r 31 1]% M If mire I Pound up)
Il 10-41>3]rl. 3 1 At - 3 raN
Denali Stiehl p of LarmalsloA N,P. labmis cent maim tam a lunp, in n vtla)
Min. Lateral 5patlng; 3.5 ft Dnigner"Carol Spacing loll it
Mon. ENMfale Length: 7,0 ft D,,gi ManRdd Olamebt Wspro S)a In
Seleroelia Spacing'. 30 it (:'ly billion ati Ora.paeel
Ui Ort YUmeter Shia An 16 in mall. matte A 5e z than 1111"it
Lateral Length. mania Bad Length - 3 Feet) r Al of Born
45 21t 1 1 43,0 it
Number at Orrice Spares="teat Lmgib r Onla Sending (roan down to dre nearest whole numbs]
41 p 1 3 14 Spam
Ounces nor Lateral- Number of Onfa Spaces • 1
14 Spaces r I- 15 Orifices Par Lateral
Tout Number at Omni = Number If Onetts Per Lateran Number of Laterals
15 OaNceenMr,feral x 3 Lateral, - 45 Total Odnen
getammreneee ASNi It a 4. 11 Or par or,frIW err exeee ra ft'
Orifice At -Bod Are, r Total Number of Orion f6 not apply to At 04n)
450 Or 45 OeOces 100 6r/Orifire
Lli Diameter pee Table B)'.
Minimum Avellar, H¢W;
OdIIS Irldruge Bale:
GPM per prince Rmm on aogr9
In
all
r,
or
Page 10
Pressure Distribution Design
Iatecai Dlydnrye Pare(GPM)-Orifices Per Lateral v Otlnce Discharge Rate
eed
n d0 6 nces Per Lateral v aM 150mGPM par Orifice Yd GPM per Lateral
Sgtem Flow Pau - Tout number or orlllces x Orifice Discharge Rate
45 01 % 0.66 GPM per Orllice• 30 GPM
Mrtribi Piping lleWe Veni Per Rot neeie p: OW4 Carte rt
Vol me of Dismeu0on Pi Pms-leof Laterals x lateral Length x Liquid Vol Pan feet of PlPmgl
I x 43.0 It % 0.064 gat/ft 8.3 Galles
Minimum Oe "On! Volume • Volume of NL-butioi Piping %5
80 gals % 5 413 Gallons
PRESSURE DISTRIBUTION LATERAL LAYOUT
P 43.0 ft X 3.0 ft 5 3.5 ft
PIZ ft %R ft V 3/16 in
eS t
� l
Page 11
Pump Selection
6iT IGPMt
If Sunni to gavly ema the III Per mmyu of therymR GPM p0-aFgpml
notn9 parme, Carmand tai Sal Treatment
ut¢ HEPU pOMt
theme, (afferere. to 5 it
Sidefteren Head Loss it the, I.
mai Sto rea
FnrtemalnP,ameter no In 55
FntamanpretiuIn' -FdetRnPa.�plate From Par F.o Fore an i pmm iaPle 6t1%Fo:mn WqN
Fortamer, Sooner UP,
ped mrora ImgtFfrom pumpd$M.pe to roll dbperne area dlati to account for Phee top if
Gm main Dominat
EyaddM92>%tawppry PlR4np n for SM,10tto, lmoo of soeo
Fortemam tmgtp %t35=FgulwlmeRq 4ngtnl. U 0
E lwaHm gneterce. PmneutleI Hxd tme c Mdltlwi mail Cast c Poreemeln FMtlm LISS Tom De nth unit (MIS
16
PUMP SELECl"Pe
30.0 21.3 Let
Pump Mwel opwnu Gwid, PE51 P.mp maxi Option 21 Gould, EMS
Pnsro,maaee Fn...
1.1 She So r
S it
uru.n ,unin Ppe 12
Mound Materials Estimate
A. 0.rc� Mick Bdaw nee. eddy to mpa pp 0M,arvy,Xid aX BM Adth V,,UMP(itl
ml-vx
fe
B1NM k beef xx rtspe) bean
n
Z.5
I&
Act 20% 125 Wxx 13
M'
vmlgWocex. volu xB e, Myth
Mpereepyucta0
xpUm lems 1,Me, rye vnW dal dAd..,y
W Nvlmmmmnnrrnrel
B. Send V01ume
Valvme Undn Pocltr0,a mge SmeCepM xBM nBM Len4N=auMclret
t
0 it
5 wle�n.
Urylpz vvlumee(UpIPoe Sua Me0elpNvye ngN)-bagel
II I-x
xlwe rowm.:Iro..nrlepeuMxeM le 4ro1-4=uacla
11 II 00 I-x=
lapevdvme. nape S,M Heidi A 3 x MMwlM . Cubic feet
x Ban x
MMf Own SvM vawme: vv
Nra k by nrPpO' mwlmm.ee c pews554,8 . n k -
be 5Adif
zOxprcdlMwnoeury: 2015ydx
W'
de
C LwmM Volume:
lvftdidol
IDt "'VWme pWal:Ileq. Abme N5M-O.S it bpwlllrxtu33 MOmrtx LenpNl•x-eMMet
0
me (Iem SvvdWume-pvh Vdomrmpic lem
ft, 9 5!A a ft, By 5
79y 5
rye'bwrewntN . x4re'Add
;,3
2ye rvdmaro: p,. t. -
L
8"w'e:
mtd Mvvvd teeth x rd,wv m%.:/tittSa'
M Mlgnteayevaweevw'
nAWd
erveMelmY' de, . 1 2
5015
w,
Demand Dose Pump Tank
beften RUN 450 PRO
Took earkeltur, WI OFF 1 MADS) MR
.ew».ewl.
reae,wMen vandeaneer
.,,: d>x m,.ln<
Caflof Volow, TO CMAr PUMP The 'Net 0 the PUMP Pont he A NP 4 1 A. the to'bah a the PUMP Loa A 2 MI Mf Peter ewenMthe PUMP
Is
PI and PULPNot. ztne,esxun OPIUM Par Pan Io"Tho han11a.toof,a.,tu
n�la,
t10 11 1 2 Peak) . 17 0 GIIII, en Iola
204 DI
Minimere DI Dm„wtmn no.2
,amP,f Dn.Den.n retme
_ tm,mmnm d�I
Mookon, PUNSFULenure RUM Fee0 Me
45) OR A ON_AS
IIIm„mnmde.I
DROP Far Day FAA
H , momsPOP
aD A 78 Bat 5
Tank, Par NO
t«rela Of re,.emem.So MIT
VOLUPUT ork an ON 0 a
eemaminlal
rm
Damaa. uneal U ne At ITTA
hX I er found en
AD ft S 0 163 91 n,
The Bothe SUIT" Dabooked eme. Or, Lae
76 gat UPS saro 91 111
eumm.m aa,m PROPPEEM , Death ATalada POr 1X n,at ln. u.
In XFall,, 51.0 GMUW,
,VWLMT.kn' .®upP^n. A
FLOAT SETI
PAT APPI POOL, Or Eaken
TOPI Passing vemme. GMIInl Pon PLO
91 ymn
Dlunna to It PART AT FAR Poop book NATO. 2 incon,
-
Duwvew m nm,. Dhuwmont eu nDme Hpntm mvano,
SIX
1 AT s
PDnwnMPLO EA InIn
mo
�t Dv
Dnlarce tole arm lana to mamy�o plat plat. AD. Death
WDDDx X
17 In 3 0 In 20 4 Tank,
—
Page D
- 1.617 ACRES �J6 t \ i!••
7"0 SG. FT. \ i
Y
i t '
1 I �
N89'55' M "E 220.02' 6 \\ _ / 1.061 ACRES
2i 125.00 _ a \ / % 4C.217 S0. FT.
�? SEPTIC SYSTEM
ZV, EASEMENT 1.028 ACRES
Q i� TO LOT 1 44,779 SO. FT. 1 I S89'55'31"W 204.54'
2 S89'32'57"W ry:r 150,I j
100' 100.00' e I
n o r N m
vi vi 2 u
N" S89'55'31"W 208.68i Q' ! H (n N W
1.019 ACRES 4 T3
44,389 SC. FT. - ! wY = N n
O IS 1.047 ACRES o
y� rj t o o f 45,612 S0. FT. n
BENCHMARK USGS
DATUM 1429 N 1.127 ACRES
ELEVATION - 982.34
49.112 SO. FT. 89'S5'31"E 204.54'
n
2.2Q7 AME5
96.149 SO. FT. •f
\ yl 222,311 1 � •
• 52 A.p9'Aa' '1 `t .\ \2y 1.01J ACRES
S 89-55'31'_ W 220_02' \: \ �\ ` �)�. '44,124 S0. F
wi
M0 m 1.825 ACRES ) \.
-- 79.555 SO. T.
ST. CROIX CODNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Ownermum w e L dw. 3 A01A l L C
s . Mailing Address�`4-1 \ /✓I SPlcp} fy pf 4 5- W S Z <
Property Adelresr 0(. /bctt St c J
(VerifrcalionmquaM from Platng& Zo' eLnt for eanowledota)
City/State aJ et..O �; e 1..a aea Identification Numbn O 7 G
LECAL DESCRIPTION (�
Property Location � W/"—`:iev"Sec. �, T��yNR / W, Town of Ql CVw aj
Subdivision P0./'�f OV4 �. PIU. Late 5
CorfiLed Sinveyltlaptt .�{f[Q/I/%� ,Volume Pagel
Warranty Deed# IQ %7 OIL Volume pagcH
Spec house (9 no Lot fines Identifiable Q n
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Lvpmpm use and mainrcnana of tour:epdc:rosin wwa axwt m invremnwe failure intonate waste:. Pmper
tx of pumping ore one septic tank every Wee years ar cooee5 ifineded, by a licensed pleasant. oust you put ante
thexralbfulloanli tefnnctiomftc 83M tankue neennmtstagewteewas&tixAlal ryahm Ow, mvinlmmce
responslbJltcx me apeciGctl in §Contm.83.53(I) mtl m @¢putt 12-St Lmu County Swtary ONivawe.
The property owner ¢gees to submit to If QOIX County Plamivg & Zmdng Department a certification fomy signed by the
owner and by, ouster plumber, jowneywplanet
n planerestricted platter ors uterus¢ pumper"unifying der lit ase on -ant: dispmal sytlem u as puller opemOng eoudifiov seven, (2)afta inspection and pumpug;(if uecessaa tthe agent ink is
lass than IA fill of sludge.
Vwe, the wdersigncd have lead do ¢bone requuemean aM ante to malmain an, priwb sewage deep oaal ryRem "t, the
standards set beat, haeiq ax let by the Department If name,,, and We falarene st ofNatunl Resoutees, Sulam of Wuconaw.
emifiuuon stating taut your sateen rystem has been n awWued meet be ctnpleted and resonant to ate St. LTou County Planning no
Zooiog DePsen t Wallis 30 days Of ate three year explunhn date.
Von loamy Wat all sutemm orrA�in form ¢rerun to We hct ofmylourlaowledge. VweaMue the owoer(s)ofaha
property described abode, by virus oflaf/�uta nay deed recottled as Register Of Deeds office,Number of l ed
s9 lA l9
SIGNATURE OF APPLICANT(S) -DATE
—
***Any attenuation that is misrepresented tray result in ye sanitary pematbangrevokN bythe Plating & Zoaing Damaging ss
OdWe with Nit eM to won a rtwrddd wm2nry deetl Wm 0e Regina ofDads ORmce and a copy of the cereEed survey ®p if
m W rncg is made fv thvavry deed.
(REV. 93/05)
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a p m 85 W5 ACm CWa
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PlotgFrabour net rare IT I n ma, (Or4
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Mudd, but �lodaabaid noneonal rekrenu Point aPa l.D�rten; sip.,a,amendm,mmhaIantllwantlasun�a�rnaa.
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PhI Print all inbmration. we
Dore
P..deal w,(Pnmcy uns Mm(.)T ' d 26 Q
PropMy Come mrd= pu me•mv ee property Location
Ha1[2 Nil ers Govt. to SW 11114 35 T 36 N R IS E( W
PM1113 nano Malin Audit Wlx Blmxx Sued. Name or CSMx
city ma op ode Pnme Nemnor S ed WormNu
(]City I�Vlllage (}Town sorest Raatl
New al»,d„d wl 540IT (,15(746-6813 IN„,on 0"'s'F.
0 recednrrnm um:�R Nmm�ermneemdme cove e.maa aaelen m„me
replacement ❑ PuolmdcommmerWl-Oamne:
cpD
rem maternal Ala Al T!I Flood Plan .Lamn aap n.
Generamm
a arewmmenaaw .-�z Suyyei+ ..„ pna.nl. a
p�-9 i< Sc},_} 99.57
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tea. T s+aTK 1174
AgyesS Dale valua4pn CmJucdea TeleI Nom[er
ai6 d00'' Si'. Steer R-alrle w( 54oa6 a48-3582
SBDC ID(Rd/W)
Pmp.M G.n., Ii lleRi vartallGw Page -,2-w 3
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The Department of Commerce Is on equal Opp'shei am... provider and emplOyo-. If you Deed assistance mar,con somen, or
need matanalw an alamum fir please control the depari at 608-2663151 or=606-264-8999.
now,ro0.,ner 4alle Rutoefs wraallDN Page a a-�>
F-31Going ❑ Edison
®elf cro,rad"Ifcaffa.. 9.5$ n. D.om to geleap memr 4s in. soli Fgggallam Rare
nova
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D It Ground suffam el", k Depth to using finctor In
-_--____-__
-Emaar,tm-e00,>w.zm ^•eti ama rss>so.tsg �rer �Emoamwz-sore. sg nyw am rss.xmyl
The Depamnmt of Comme¢e is an equal oppomwiry service proeider and employe. If you need assurance to access services or
need matelal iu an altemaleformat, please mount Poe department at 608-36d-3151 or 1608260.8]]9.
RI�II 4llt
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B1 99s7'
pa 99,67'
63 91.55'