HomeMy WebLinkAbout030-2113-60-000
0Nsnn~sin Depaftmerloreomme'~t PRIVATE SEWAGE SYSTEM Covuy.
S SC. Cr01X
a'e17 artl Uuilr:inc Drnson
INSPECTION REPORT sarftary Penn! Nc
GENERAL INFORMATION (ATTACH TO PERMIT) 605183
Stale Ran N Nu
Persnra nrp-ma:ior 'nu cacm:c rnay t<usad for se;om: ary purposes [n •ivari ta':: ^t'S C4 ! I:!mi)
Pp- t Iful ' s NA-P.. C ty V Mace Icwrs4ip Paroe Tax No.
Kurt Lewis TOWN OF SAINT JOSEPH 030-2113-60-000
CS' BM E e: insp Rt7 Ele✓ 66~ Ocscr alior Se0tWTweriRance Mai, N.
/DO Q GS I 31.30.19.933
TANK INFORMATION ELEVATION DATA
TYPE kVtNUrACIURER A. S CAPACITY STATION BS III FS ELEV
Sep; c I c.JCJ "T Herchmark `,F 1 1 164.1 /pU
TS J ~ ✓ {S Z r
Dosing n 3r A 1 HW
750 I S• z 98•'f Bldg Sewer
S
Holding StIHt Inlet
TANK SETBACK INFORMATION SVHtOutlet TANK TO P:"JELL BLDGVcrrc.Air na._ ZCAD Dl Inlet
9.3 497-1
sephc Z/3 Dt Bendr, 13` Dcsro
7. S Cp Aeration L7 Os!. Pipe (p 7. 3
Ho cm; - B^I. Systcn) 71
PUMPti,rer N INFORMATION rinalGrade
4, 5 9q,~
t.^.aiufacturer I Demand St Coo e,
bEI GP ~ 4 :IL CO S. Z DIY `i
Model Nan,ber
Z50
TDH LiL rl ctwn` Loss System I lea- TDHH Z` [A
r 7
Fercemain Ler3th If D0 1t Dis'.
2 Z-13
SOIL ABSORPTION SYSTEM
BED!TRENCH ^itlth 1 1 I: glt n Nc CfTrenrres PIl DIMENSIONS NI. U' P is nsde D.,.. 1-n-il Death
DIMENSIONS 3 T Z
SETBACK SYSTEM TO Pr_ HLOG WELL LAKEJSTREAPA LEACHING h4a wtac r r. f
INFORMATION , o7rvL~
/y01 Sys:.>m (I t CHA1dRER OR
~p tiJa,v~~Or~~{)C„ 7ZJr V~! I7J /~J UNIT t: Nu1..L .f
DISTRIBUTION SYSTEM 'v ZZ4,7 r,
~S
Ilca7crRAa-ifc/1 Dstrbuton xHeeSiz~ ,.Nob--Sp ^cing Vc- tcAir n:aNe
L?rc:h 5 D~a l?nctn__ D'a-
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
DCVU~ G:.r De pt9 (bier •x JCU:h If
nr SP.cnEn+Fii+nceC xx lal~ ~hp7
Sud+lmnc- Cerre ..a.+ W 3,9 5?Nlr.nrn r_yycs Tup•.3il
Ye> Nu ~.~Y Nr,
COMMENTS: :1%:Inde code discrecencies persons presert o:c.; Inspection #1. Inspect or u2
Location: 323 0if ITC CAGE D O O v\
F~ Goy GHQ` - L
1.) A3 81.1 Uescnption _
-
2.) Bldg sev:or length = 24
amount of cover = 4Z I(
7 On
Plan revison Requnedp _ Yes No [!5
1ZZ Iq g J^7~ -{•j~
..se. other s de for additional rformaiton f
S_i0-c+13 iR 3 !e?1 Date I-seeclor• , ~gnal die Curt Nu
Ryan Yarrington
From: Scott White Eagle .scott(<'t)whiteeaglegoll..corrn
Sent: Wednesday, May 1, 7019 3:23 PM
To: Ryan Yauington
Subject: Kurt Lewis Lot 323 White Eagle Road
Ryan,
This is to confirm that `.White Cagle is line with Kurt l Lewis using a small amount ol'tlic southeast corner of the
easement for his Septic system. Let me knoxa il'Ihis will do, or if I nerd to send a letter.
I hanks.
Scott Landin
PGA General Manager
White 1{a0k Golf Club
Scott 'a \\11itccapIc+,o1I'.ann
715-549-4653
-
651-270-4313 cell
,i~
tivbiteFa~~e
r' - _ JrI1V'ad~0 /86
-rpm y el I- - b2fety and Building Cims'wn 1
GS , 201 W Tas9ingWn Ave. ° J box i 16t .S ttvy ?eroi[ umbe (te b• i.iica by Co )
y Sp 'd=kison W 537.7162 I
Siwc :ranvvtio: Wnrber
Sanitary Permit ~pplit!/f/
L- nlandmxaru'Yti S S ~5 ti i s is Am i dc. a bna : - r t L is i t d: a• frapnsc ~b•'.^tinmtal tmii!r-
~ t cy is rd pn .n >baJwna a smt-an port rt +.nt 4FF u a.or tarty 0.i a4<-pwvc: i•V N Sac sabm.ued w Projrxa A esz ;ii d:Bnem than mailing salrcs.':
thlY r x: unea of Safe and 4' ICtti'~ta. Snlc i ..eid iNCm uinn . st Pr' vid_ mzy he c fo• t:ondalJ(~,~
..Ppu,rS m a.cordan:;c wrtt fi [ r . a.} w s 5 I if:o Stns. -~1 Z- (.~/l t ~7t~ r(f I{4/
1 application Information -Please Print All Informatin ! _ II pis p - t ,/~l
}'-epC:9 i Yaner's fame T ~2 i I I
i'ro;aty inane s Nlu[ AdtLM I YrOpe ty l.a:+ticm I . '3 0. (9 .
7-g,7 S:ate ip CO& Moor Numbs sevuon I
r l I, I✓ I 1 - N R - cirolc nµ
Type of Building (cberk all that app) -
5c;.dinacn Smnc
or 1 Family Ihyclliu, ',umber of Bcdw m_t
1_
_~A+bhc'Cormacml-I>°sc:be Lsc ~IG. R -
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f✓,riad\ CSt.1 Maubc ---I CI N-Iaaye Est _ _ ^ J
F] siWe ind-Describe i'ia
Jwn J. _
Z 4;s+- Cel 26
(
]I. Typ f permit: (Check only onomplete line B if applicable)
-__-i n It p::ccnai Cv:.cv - -+imin m} :_u cptaa2cm fkin 0llicr',7odr4caLx to Erus:m'L Ss4-m lcxPlxsl
11-~c Y:r. i~us Yrnni[ t.umbv and t}eac 1:.uN
It. Yrz- .cLme al . ?rmit R-. iron O=cc ct } l=nIct I_. rmnn Trars[tr t. !yew I I
Hc:crc Expsa:xn
IN vPc: of POW"rs bystciwfbm onentNevice iCheck all that a N)'Avon LA,
• P
at bi
_m 14 .ward U-(iri i 1 (1 Ytcs..eu.. t n:inu r1 _ .Liir _I Moved r it otsm xblt ao'.t Ntou.. E
:Cx?xr.) T 1''==Icn rxplm
Dis 4ersaL'I'rnt eot lrea Iuformao -f(- '3
ign Flow (gpd) posed fs:.ACVd 5ti Taok Info a ap..ny n a
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C. box ralbn:- tn¢t ~ c c I
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5' Q. Responsibility Ststemen th/uadcr,wn~. we respowidin• for u<ctallation of the POa'fS sbown ou the attached PlansN LJPN.:'RS',o''<IIj. ('ou('ou7 on Department Ise Onl.
rce n;
~iC.4pptco 1 -n , [F<et1 S / U-5
Ili.CoodrtA6~~Pray~'acnn frr Uiseopr ra it
I, 1 Sept' lark e-fl[.cn Ito ni
upper eel eta
as pat ~nar ayemer' plan n I ..,iaP..:y plu:nbe V
2. M
as PK ►PFtIUIW per w4crLlro'-ttns nPx:t ue l-d•r.4 ir.E : /i~L'n ~r~.L .Y__f__~1._ .-LL!'~ / rW/vl
a tr»'I !':reli~a:rbt. ` f L
_ _-A^.ar2wrnmpkaP~(u-ro y:rtm Ord:nn.nmib< reoh oaPW 'i'~'We^Nr: It+nryra re sue
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su~~e~ss iR. I I:I
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 7/5/18
Owner: Kurt Lewis
Location: NW 1/4 NW 1/4 S31 T30 N,R19W 323 White Eagle Road St. Joseph
System type: In-ground absorbtion system (conventional)
Manuals Used: In-ground absorbtion system (version 2.0)
Pressure Distribution Manual (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintanance and Contingency Plan
7. Filter Specifications, Sheet
8. Dose Tank Cross Sec ' n
9. Pump Curve
Signature._
License number #226900
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
(wick 4 Standard Leaching Chamber
with 20.0 ft2 of Area per Chamber
5.6fM2 pair of end plates To be >1' above grade
Finish grade elevation
Typical Installation 103.0'
VC 11t Al Grade Vent
3 X30/34 Septic Tank 3
S' I.on~ I
5 Long f ,
Grade at System Elevation
(i„ Grade at Svstcrn Elevation
Spacing--5' 2-3' X 90' Cells
Same on other end Observation tube/Vent
At end of cell
A
22 chambers per cell B
System elevations:
A-99.0'
B_98.2'
System PI.O'1' PLAN
PROJECT Kurt Lewis ADDRESS 12709 Wellome Lane Burnsville Mn 55337
NW 1/4 NW T/4s 31 r'1' 30 N/R 19 W TOWN St. Joseph COUNTY ST. CROIX
sYS'fEVI ELEVATION 99.0198.2 4'below gratle 7/5118 BEDROOM 4
DATE. CONVENTIONAL CONVENTIONAL LIFT XXX IIOI,DING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK s17.1i765 DOSE: TANK SIZE
HOLDING 'T'ANK SIZE, LOAD RA'Z'E .7 ABSORPTION AREA 891 q of chambers 44
BENCIENIARK V.R.P. Top of 3.14" pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BORIAII ILP: O 1VELL "II.R.P. same as benchmark
White Eagle Road
50'
B-2 I -ents
Vent
91,'r Slop >6" Quick-1 Standard
I of Cover Leaching Chamber
_ with 20.0 ft2 of Area
-3 5.6ft"'21pair of end caps
90 4' 1,0110 1~.,
34" Gradc at System Elevation
i
R.iv
-3' X 90' Cells with >3' spacing 283' Property Line
0` 180'
100 40'
IOl'
66 103'
102• Pro 4
Bedroom
luffcutt Combo "Tank 40 House
_ r
~g
Scale is 1" = 40'
unless otherwise
noted
All piping shall be .ASTi41 SDR 30134, within
10' of tank, piping shall be ASTM F891
ST. CROIX COUNT C
S I;PT](")',A -NK MAiNTI', NANCF .,(rIZEEXIl lti F
AND
OWNERSHIP CURL MCATk iN FORM
(hvner.~ Buyer _ - i i l
Mai[ing Address /
Properly Address 3,2 1~-- CS~ I t t __t ~Cf1i /L¢ _
(Verification required Cron, Plannt(~g K Zoning Depattinem fur new construction.) -
City;Stale- _ - _ -Parcel Identification Nut fiber
LEGAL DESCRIPTION - -
Property Iocatior//J
~L~~(/ tia , Sc I f N R fib, Town 01530 S tlG/
Subdivision/ _ Lot # ! h.
Cet4ified Survey Map it
- - " - - - - Volume _ Page # _
Warranty Deed #
- -l_ - _ , Vo(unre Page r? _
Spat: house - yes 0 - - Lot line.. identifiabl , ve•., - no - - -
SYSTEM MAINTENANCE AND t WNE'R CERTIFICATION
tnpro lcr use aut; rriaiateuance of your septic sy stem could tesutt in its prmature failLUC to handle wastes. proper
maintenance consists of pumping out the septic tank cvei y three vears or sooner, ii neeeird, by a licensed pumper. What you put mu,
rhh: system can affect the frurchoa of the septic tank as a ocatrnent stage in the wasic disposal systeuL Owner u:i9mtcnance
hcspons[bditics ate specified in §co[nm. 8:i i20 I and in Chapter 12 - Sf Citm County Sanrbuy Ordinance.
•llte property owner agrees to subtrut to St. Croix County Piatuuu2 /on mg Drpatimcat a cerldication torn:, signed by the
nwver and by a [nastet plumber, juomeyman plumber, iectricted plumber ur a ficet:sed pumper ver dying that (1) the on site
•:vastcwater disposal system is in proper operating condition and, ut (2) after in•spcrnun and purrilung (if necessary), the septic tank is
;css than 113 full of sludge.
tiw"c, the undersigned heave read the ahovc requueuheu[s :uhd al'rec [o :rernlaur the private sewage disposal sY'stem Wall tihr
:r. rnndarels set forth, he.rem, as set by the Department ofCumme.!c;; and the, Dcpa vr.-L1 u1'Naturai Rcsom res, State. of W'rwonsur,
l ei nfncatinL Stating; that yinn septic svsrp.tn has been uranntamed mLLSt be co npleled and returned to the St. Crnrx County Plannute &
Gonmg Department within 30 days tit tine three year cxpirauon &ttc
l:'wc certify that all statements on [his form are true u, the best of i nyiour kuowlydgc.. I!we auJurc the owner(s) of the
piupcrty described above, by virtue, a warr my deed rccoidcd is Register n;-Dcu Is Oftir"c.
N Lber s
O APPL1CAN 1(S)
DATE
"'Any inforimiion drat is misrepresented may result in the sanniuy permit bemgt r.•voked by the Plaurmig & Zoning, Depamncu'
include with this application a recordtd warranty deed from the Rcgisici of .')reds C$i.e and a cupy of (he certified survey ruap it
tcterence is made r1 the warranty deed
(R V V. 081915)
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page - of
i=ILE INFORMATION SYSTEM SPECIFICATIONS
Owner k - ~ Septic Tank Capacity 1 ~-S gel ❑ NA
Pettit # 1 Septic Tank Manufacturer Li NA
DESIGN PARAMETERS Effluent Fitter Manufacturer NA
Number of Bedrooms O NA Effluent Fitter Model 61-7 (3 NA
Number of Public Facility Units A Primp Tank Capacity
0 NA
- -
Estimated flow (average) _ 1/0 G' aVda Pump Tank Manufacturer Q NA
Design flow (peak), (Estimated 1.5) ~LV -UdaY Pump.Manufacturer , G NA
Soil Application Rate / gaUday/ft~ Pump Model ❑ NA
I Standard InfluentlEfBuent Quality Monthly average' Pretreatment Unit
Fats, Oil & Grease (FOG) 530 mg/L O SandlGravel Fitter C Peat Filter
Biochemical Oxygen Demand (BOD.) 15220 mglL C NA ❑ Mechanical Aeration O Wetland
Total Suspended Solids (TSS) l <150 mg/I Disinfection O Other.
Pretreated Effluent Quality I Monthly average Dispersal Cell(s) C NA
Biochemical Oxygen Demand (BOD,) 1530 mg& -Ground (gravely) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mgr!. 7""' C At-Grade G Mound
Fecal Colifonn (geometric mean) <_104 cUlooml ❑ Drip-Line ❑ Other:
Maximum Effluent Particle Size )6 in ilia. ❑ NA Other. - NA
(Other - Other: C NA
'Values typical for domestic wastewater and septic tank effluent Other. C NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
!Inspect condition of tank(s) At least once every: _i m nts(s) (Maximum 3 years) O NA
Pump out contents of tank(s) When combined sludge and scum equals one-third ()6) of tank volume Ll NA
linspect dispersal cell(s) At least once every: ordhIs (Maximum 3 years) G NA
ear(s)
C NA
Clean effluent filter Al least once every: /l year(s)s) 60 hl
month(s)
inspect pump, pump controls & alarm _ At least onto every: ❑ NA
_ _ ear(s)
lush laterals and pressure test At least once every: C month(s) tNA
D year(s) Othrer.. At least once every C month(s) A
C year(s)
A.
MAINTENANCE INSTRUCTIONS
Inspe&ons of tanks and dispersal cells shall be trade by an individual carrying one of the following licenses or certifications Master
?lumber; Master Plumber Restricted Sewer; POWTS Inspector; POA`TS Maintamer, Septage Servicing Operator. Tank insp s must
include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the v fume of
;ombined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be
visually inspected to check the effluent levels in the observaton cipes and to check for any ponding of effluent on the ground surface.
The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local
-egulatory authority.
INhen the combined accumulation of sludge and scum in any tank equals one-third (h) or more of the tank volume, the entire contents of
he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin
Administrative Code.
!%I other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer.
'.4 service report shall be provided to the local regulatory authority Aithin t0 days of completion of any service event.
Page of
START UP AND OPERATION chern
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting de products detected have the contents of Net
may impede the treatment process and/or damage the dispersal call(s). If high concentrations are
tank(s) removed by a septage servicing operator prior to use.
System start Up shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be
discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result In the backup or surface dr drergp of effluent.
t the
To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restofing mw effluent pump or contact a Plumber or POWTS Maintainer
to assist in manually operating the pump controls to restore normal leve s
within the pump tank.
Do not drive or park vehides over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact the area within
15 feet down slope of any mound or at-grade soi! absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the we of the POWT$:
antibiotics; baby wipes: cigarette butts; condoms; cotton swabs: degreasers; dental f oas; diapers: disinfectants: fat foundation drain
(sump pump) water fruit and vegetable peelings; gasdine; grease; herbicides; meat scraps; medications: oil; painting products;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails andlor is permanently taken out of service the following steps shall be taken to insure that the system is property
and safely abandoned in oxrlpfiance with chapter Comm 93.33. Wisconsin Administrative Code:
• Ali piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil,
gravel or another inert solid material.
CONTINGENCY PLAN code compliant
If the POWTS fags and cannot be repaired the following measures have been, or must be taken, to provide a
replacement system:
❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by requirled
setbacks from whiting and proposed structure, lot tines and wells. Failure to prated the replacement area will result in the rated
for a now soil and site evaluation to establish a suitable replacement area. Replacement systems must con" with the rules in
effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a
holding tank may be Installed as a last resort to replace the failed POWTS.
The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation
roust be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed) as
a last resort to replace the failed POWTS.
Mound and at-grade soil absorption systems may be reconstructed m place fotiowing removal of the blamed at the infiltrative
. Reconstructions of such systems must comply with the rules in etTed at that time.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE
ADDITIONAL COMMENTS
POINTS INSTALLER POwTS MAINTAINER
Name Name ~r
Phone EHJ Phone f !G j
SEPTAGE SERVICING OPERATOR (PUMPER) _ LACAL REGULATO Y AUTHORITY
Name / ~~1/ Name < <
Phone Phone J
This daarnen was drafted in compliance with chapter SPS 3w.22(2xb)(1)(d)&(f) and 3815411), (2) & (3). Wec natn Adminstratwe Code.
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Septic-Dose Tan k Cross Section And Pump Performance Specifications l
Tank ianufacturer Yurnp Manufacturer
I'tunp Model Number T _ cf
I'arik Muriel I~ttmber _ ~pl j~ ~v t t
-it aZ SS j Alarm Manufacturer
acit
l Total Tauk Capacity
_L - Alarm Model Ntunber ~l -
th -
Max. Bury DaP ` _ ~ -
-1- - Switch I ypc
I I filter Mantifetcntrer r ,nit _ Toil Dynamic Head (I~DES) -Feet
Filter ModelNtunber levationHead
Distal Pressure
Network Loss
_ - - -_T
i Minimum Pump performance Required _ Force Main -Loss
- FI TDI l j Force
~L~- - -1
Outlet i'vfanhole Min. 4" Above Grade With 3 ~f Manhole Min. 4" Above Grade
Lacking Device. Inlet Manhole I Securely Mounted - With Tacking Device
< ti" Below Grade Sealed Watertight Weather-proof 1
- Junction Box
Finished Grade ~ ~ - - _
Vent Min. 12" Disconnect
Above Grade Means
With Vent Cap
Outlet Filter
Inlet Baffle - -
Inlet
A
Switch Settings and Reserve Capacity
Tarok Voltune - CrPI Weep
Dimension Lfr~~chts Voltttne tJal. 13 Holc
e) Off' Elevation C
(dose) C J _ j C~ L7 Ft Y Bottom
(dead) D Devtinn
Total
176 F
- - r -
~ 1LL~1 , ~ 1'i ~ira~iW.l1•
GENERAL INSTALLATION-. The septic/dose tank is bedded and back filled in accordance with the
manufacturer's product approval specifications. Maximum depth of bury as specified by the manufacturer may not
be exceeded without prior approval. Manhole covers exposed to grade have an effective locking device (padlock)
installed. Piping at the inlet and outlet is of approved material, connected to the tank with watertight fittings, and
laid on stable soil to prevent settling or sagging. The force main is sleeved with 4" Sch. 40 PVC to bridge the tank
excavation and the sleeve is sealed watertight. Electrical service complies with NEC 300 and Comm 16.28.
02105 LI Page - of -
250-SERIES
113 hp Sump/Effluent Pumps for Professionals!
ALL MODELS FEATURE: MOTOR SPECIFICATIONS:
• Rugged 1/3 hp motor, oil filled with 1 /3 hp 115V 5.2 amps 60Hz
thermal overload protection. Thermally Protected & Permanently Lubricated
• 1 /2" solids handling. (PSC) Permanent Split Capacitor
Maximum Fluid Temperature: 140°F
• 1-1/2" discharge.
• Hermetically sealed motor and switch cavities, DIMENSIONAL DATA:
and permanently lubricated bearings. Weight: Model 257:20 lbs.
• Liberty's UNI-BODY casting-a solid, one
Height:10.5"
piece housing that eliminates the lower motor
seal ring found on other pumps. Major Width: 9.6" (manual model 250)
• Epoxy powder coat finish PERFORMANCE CURVE
• Vortex style impeller for superior PERT ORMANCE CURVE
solids-handling. Made of high temperature 25
engineering polymer.
• Fasteners - all non-corrosive stainless steel. 20 - fi
• 416 stainless steel rotor shaft. v
c 15 - 5
•
250-series Cord Lengths 2 a
X 10 - 3
Model 10' - 25'(-2)_ 351(-3) 501(-5) ti m
250 Standard -Optional -Optional Optional r°• S _ _ _ _ a
251 Standard Optional- Optional Optional
253 Standard Optional Optional _ N0 0
257 Standard Optional N/A N/A 0 10 20 30 40 so
U.S. Gallons Per Minute
1 e cord length standard on all models. For optional lengths, I l i
add "-Z-3 or -5" suffix to model number. 1x 7s 1 t4 15s 192
F xarnple: for model 250 with 3S cord, order 250.3 Liters Per Minute
EFFLUENT MODELS
r.
1' rt i>
Model 250 Model 251 Model 253 Model 257 VMF
Manual, no switch. Quick-disconnect Wide-angle float with VMF switch, magnetically
wide-angle float, series (piggy-back) operated vertical float-
mercury-free. plug, allows manual operates in a 10"
operation of pump. diamotersump.
a. safetycendicationfoi
c[ee°iecV Certified theeNt_d Statesanr. ~3i>aa:1a.
5{xriPCa~breamwOla~r :u divrx viicio"t noGx.
Liberty Pumps • 7000 Apple Tree Avenue • Bergen, New York 14416 • Phone 800-543-2550 Fax (585) 494-1839
www.libertypumps.com Cupyrght c Liberty Pumps, he 2017
All nghts rc%,cn•"tl. LLIT25CO R5.17
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u SI. Croix Cnenty 2oni,q N.wt etl'!.o , of the SW 1/4. and the
re Ta.n of St- J,,l Dh ;T5 nr' .1 ' II . I• r vl i?a::ge 19 West: cad a.:
- 'i 'N tqe M 1/4 of -,he SE
;J9 rj0 N r i St. Joseph, St. CO;, rC(
SEE NOR FOR D.f4.'#2 r•,a7 ufi 'E of t' i P~ •~i
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.I SEE SHEET
EAGLE GOLF' CLUB)
o
n 1/4 G T kw t/, J 4CVGW "OrF - _ L>sY
1 3%- : Il LAib16~ 89I 3 C:i t417.7- WHITE EAGLE ROAD
co- A12.17*
F.
ISA S9'__ -247.19'-~
Y 1 _
fq~
f Tye r
nT•cAt) 7 yEBy. I 15
L•rexe sr.
NORTH - n Y. S W Aax s
NTE(aNC(D To (;jID
NORTH. N, S'. CR CRG% CO:,ti IY
Cj CB',R°.INAII SYSTLN , 14
t \d) <I• IJ2n93
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AL
~ Syys)' y1`4fy~
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rJ o i
el 21' 249 21' -.._nf..fo
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S72.8 (25
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t"'i Drat I
i c
entCUn ways `"i - q P ;iiw .
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e ___(26;
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17
N Certificate of Survey for
CREATIVF HOMES, INN.
IJUILI :rllldw,,: -
i wlav El"Ic HO.M.'li»)' ct Sllila h,.(1)h, %ii I.
,,~o( HOUSE DETAIL
142.96
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16
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!l,:nnfr•_v exi.3uaa !ebancne u.,. LEGAL ESCRiPPQN:
Denoms Fx.,unq L,yJ,I Pcm l of 16• Will. LADLE,
F Deneae .rialYq :Sr.(ce
St. Croix County. Wicconsn
OCr.ol<Y Fx)zflnq , Sh.n
LM•.olea txiY!Y,q BCwIIM
Ge^cles P.en.^smt : n .r Nminwrn Lewma Flow Clewtion: « .fl.
ErMO1C3 llua:hr, ornp.onege Plt(W_USLV BUILDING FI EVA TIONS
OMOIOS U.OVIO/Jn N lit ili(Y LOSM+M+
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+ Dmetww !r,wr McnumMl lop of Elemlfwlim: OW.O
f:ofoge Stab E,ew UM (oat door). 1)W O
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. 12 Z~~a I ` D t , .
Wisconsin Department` of Commerce OIL EVA T! ,-V
Division of Safety and Build ngs ` Page
"m`accordance with Comm 85. Wis. Adm. Code
County
Attach complete site plan on paper not less than b 112 x 11 inches in size. Plan must /
include, but not limited to' vertical and horizontal reference point (BM). direction and Parcel I D
Percent slope, scale or dimensions, north arrow, and location and distance id nearest road. ? - QQQ 07
Please print all information. ReH by Date
Peroea, lnf mats" yw wm?Ce may 04 exd fm seeor nary purposes (Privacy Uw, t, 15.04 (1) (m)) 7 : /
Property Ow(nner I / Property Location
) \ it r, 4- ~0 Govt LIX 1A I id T 3 ~ N R ~R E ( W
Property Owner's ailing Address I Lop Block Subd Narriffbir CSMk
~N State by Code Phone Number ❑ city ❑ Village Town Ne esl Road
Construction use 5idental I Number of badrourns Code derived design lbw rate --Q_1~1 GPD
❑ Replacement ❑ Public or commercial - Describe.
QLL -
Parent material et.tLx"--v-i Flood Plain eievaton if applicable
General comments , I
and recomimendatons: /~~-/~-/1- - S • J
System Type SyStirm CIQL'ati,5n
Spring If 'n/ yf /J
Ground surface elev. 12, u ft. Depth to limitng factor in.
Sal icaton Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ff
in. Murrell Out. Sz. Cont. Color Gr- Sz. Sh- •Eff#1 -Etft2
1 u' V L m/ t~ aW L
Badng# 0o❑11 Boring
tom. (i
Pit Ground surface elev. C - ' tl Depth to limiting factor in.
Soil Appication Rate '
Honzon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPDtfF
In. Murrell Ou. Sz. Conl, Color Gr. Sz. Sh, •E##1 •Eff#2
r ' ~ L ~ ~YL~i ~ ~ Lv ~ 7
2_ n A2.,VIL -S
I
Effluent 01 = SOD. > 30 < 220 mglL and TSS >30 < 150 _ • Effluent #2 = BOD. < 30 mg,'L and TSS < 30 ngtL
CST Name (Please Print) s, urc CST Number
Bird Plumbing, Inc. Shaun Bird 226900
,1ddros_ 'min F;ninatinn Cnndl.ntwl Tnl~phono Number
1432 120th St, Nev., Richmond, WI 54017 i; ~ 715-246-4516
Property Ormer Parcel IDb_ Page _-ot-_
Boring p f❑f??77 Boring
L1- pit Ground surface elev.I ft. Depth to limiting facto in. Soil iratgn Rate
Horizon Depth Dominant Color Redox Description Texture Structure Cmnsrslence Boundary Roots GPDM
in. Mansell Qu. Sz. Coral. Color Gr. Sz. Sh. 'Eff#l 'E 2
< /v ^
Bori I ~
❑ Bonng
Ung # ❑ pit Ground surface elev ft Depth to limiting facto in. Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structwo Consistence Boundary Roofs GPDAf
in. Munsell Ou. Sz. Cont. Colo Gf- Sz Sh. 'Eff#t 'Eff#2
❑ Boring
❑ BOn"g # Ground surface ebv- _ h- Depth to limiting factor in.
❑ Pit Sal Application Rate
Horizon 'Teplh Dominant Color Redox Descroon Texture Structure Consistence Boundary Roots GPOAM
on Munsell Ou Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EB#2
- Effluent #1 = BODE > 30 < 220 a4L and TSS >30 1150 mgL ' Effluent 02 = BODE < 30 mg& and TSS < 30 rixyL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate formal, please contact the department at 608-266-3151 or TTY 608-264-8777.
CPRAf IC tR 6nq'i
Property Ovmcr_ 1^--_- Parcel 10 Page-, _of_
IL I & pit Ground surface elev. 2 4j ft. Depth to limiting factor in. APPlicancri Rate
Horizon Depth Dominant Color Redox Descripeon TexWnr Structure Consistence Boundary Roots GPDAf
ift Munsell , Ou Sz. Cont. Cdor Gr. Sz. Sh- 'EB#1 'E 2
i
(o
r^I Boring 0 Q Bonng
U ❑ pit Ground surface elev. Y. Depth to limiting factor in.
Soil Ap lieauor. Rate
horizon Depth Dominant Color Redox Description. Texture Strucnxe Consistence Boundary Roots GPC/fP
n. Monsen Cu. Sz. Cont. Color Gr- Sz. Sh. 'Eff#1 'Eff#2
i
I
i t
I
~ i
I
I~^I Q Bonng
lJ~' if Q Pit Ground surface elev. ft. Depth to limiting factor n.
Soil cation Rafe
Horizon -moth Dominant Color Redox Desrnptiort ! Texture Structure Consistence BoundaryRoots GPCAf
,n. Munsel Ou. Sz Cont. Cola Gr. Sz. Sh. 'Eff#t 'E"2
i
i
' Effluent = 300, > 30 < 220 mgtL and TSS >30 < 1 W my'L ' EtBuem #2 = 600, < 30 mgt and TSS < 30 m9I
The Department of Commerce is an equal opportunity sc.vice provider and employer. if you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-31 5I or TTY 608-264-8777.
san.uro p nael
Soil Test Plot Plan
Project Name Kurt Lewis Shat>µt ird
Address 12709 Wellome Lane \
Burnsville Mn 55337 CS TM #226900
Lot 16 Subdivision White Eagle Date 61/18
N W 1/4 N W 1/4S 31 T 30 N/R19 W
Township St. Joseph
❑ Boring Q Well PL Property Line County ST. CROIX
BM or % Rp Assume Elevation 100 it. Top of 3/4" pipe
System Elevation TBD *HRpSame as Benchmark
White Eagle Road
50'
~I. B_2
V4 Slope
B-3
90'
- 15
B.Iv1.`
10' 30' 180'
B-1
100101
103' Pro 4
Bedroom
102' House
281' Property Line
Scale is l" = 40'
unless otherwise
noted
X sir{ ti F ) ass t ~`2
~i.w„ off'. rl r,+uS
Wscoand De{urtnelationsdustry, 0. SO 1_AND SITE EVALUATS R9PORT -`1""` co
~~wrrdHumanRelation
u i?n of salary 8 auikrngs in accord with ILI IH 83.05, Wis. Adm. Code
COUNTY
JT• C2[3~X
Attach complete site plan on paper not lass than 8 1;2 x 1 t inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and %of slope, scale or PARCEL L0. x~
dimensioned, north arrow, and location and distance to nearest road C,
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R- IEYJE BY DATE
'C
PROPERTY OWNER C/p tj{tiN P,YC _J -_:_i 1 lyy 'L
PROPERTY LOCATION S'-~J-:-iW SeL ~D rarro
PR23F" fr ,0 \1 bw`ietOP~~^~T o4~:_F. Gev ±o-T II 1141,j~t V4.S gIT ;o N.R I q E(
PROPERTY OftER:S),tA'LING ADCRESS LO T x BLOCK x SURD. NAME OR cS1,I x pCu~;: o gy
X69 11A66 %LUb. b ~nlliT-7ETtIGI< _
CITY,STA;i ZIPCCDE PHONE NUMBER []CITY [VILLAGE (kj(OY1N VEARESTROAD
S Pt1~~1 wty S`,1o1 (bSllglO-C>OlF sue. Sos~G'+ S'S o~uycZ> 1..p.
N New Construction Use.Pq Residential / Number of bedrooms _ ( ) AddibQn II building _ _
Replacement I ; Public or commercial describe _
Code derived dairy flow. _ god necommended design loading rate ) bed, gpd112 -trench, gpI
Absorption area required bed, 11,2 _ ? trench, f12 Maximum design loading rate bed, gpd:h2 trench, gpddt2
Recommended infiltration surface elevation(s) - It (as referred to silo an benchmruk) ~
`
Additional design Isileconsiderauos~r rapes: gr.J pnSC k-C rr
L li w-x 2
Parent material Flood plain elevation, if applicable ) h
S= Suitable for system COMFYTICPW r,1'Jl.'ND r,-craouvD?aFSSCRE Ar-0fLtDE ^vSrH.t IN FlLL IaLDt1G rANK I
U = Unsuitable fors stem ❑ S Ck l1 15 ❑ U ❑ S d lJ L IS Col U Fl S RU ❑ S W U
SOIL DESCRIPTION REPORT
i
Boring# Horizon Depth DornnantColcr &otMe.
l Structure GPD/ft
in. Munsci Cu Sz. Ul color Tex?arc Gr. Sz. Sh. Consrnce Balr~r/ Hoots
Red Trerrh
7- S
GroundM 3 7~i-66 3~ I -
de+ Y S v S'j r-
Depth to -
limiting raclgr ~ , -
Remarks:
Boring
Z Z Q-48 7. S 7 i? 3) y S S9 M ~S - 1 .8
3 q 59 4 tz 3! y S I vn ti CS 3. y
Ground -
ow.olL 59-DI ~.S rR Sly SgGt 3S5 Depth to - A r
limiting
factor
Remarks: .
ETN~e -Please Pmt Phone:
A rthur L. Wegener 715-4"L5-0165
er Soil Testing & Design Serv'ice-P.O. Box74 River Palls,W1 54022
Dale[ - -
f i Q8-123-16 1- GSiNumber:
OS76
PROPERTYOWNERT~2 U[~-C~RPSOIL DESCRIPTION REPORT Page Z-•ot
PARCELI.D. l~E~ 0 I r--.
_
Depth Dominant Color Mottes Texture Structure Consistence Roots GPD/ft
Boring # 'Horizon in. Munsell Qu.Sz.Colt Color Gr. Sz. Sh. Bed T~dt
o-l0 10`~`,Z.3/3 - L ? MSbtr ',~1'ft- CS - •5I•b
GraurC 3 ,y-43 `~.S tirz ~/v S ~ \ =3 o'rc y,11 v cS • 1
elev.
q3-1z fL 3rd s9 m I ,a
Depth to
linitrg
factor ,
Remarks:
Boring #
N
i y
i i.nr+.}p~4
G•cLnd
elev.
f t.
i
7epth to
rritiag
factor
i
Remarks:
Boring #
S..
x x;,r;; Ntl`fi S C?~IZ,- >„1 h1 ` t - -X nu -r F) U ! nil
~ P - svgUt_v_ `1 C!v . ~`;~PNC_.~.~i V Ll.,
r„
~~CC _ wlU ~ ~a`53:1_ Sv 1 L..t On/C.y tti V`6
G,cund
elev. y r S i YZ o Z 1 OF
---tt.
Depth to -~`f 4- ~'J? F _~llTS l ~l 1)
Fmi ~ _ 1 e .
.
'actor or t hi
i
Remarks:
Boring #
JAJIM-N
f
Ground
e'ev. ~
i '
Depth to o ~ ~ -
limi5ng
factor
nemarks:-..
C', 92)
PLOT PLAN Page of
-A1,r i' = bo '
0
II ~ hp ~ % ~ I
t
eLggB°_ it + y
p cs.3 \ ,~8'yM\_~L,~C.S~, oN ~~H'IGH+
\VI/I / X t • 31V p1Fl PV e PI pF
_ I\
I
i
NJTGw_ /
i 1• ltoLS,E 1U tiE f9-7 L-ElYS7 ZS' Fi2UM JvtUvn,U.
scl,
3, Op 1-tr .^_:)MpP,YT G1L OiS1U{LS3
(w -W-t 1?T't~, 7.>' bu4✓r.,gf_eV[ ~S T~~ Huu p
v-r l b~ 1 ar 1
<?g ~-~3.16
i P100576
C CSTW
Telephone NO.
Signature Date Signed .
01 f ~11 VIM
Parcel 030-2113-60-000 PAGE 1 of i
Alt. Parcel 31 ki ' 9.fi3~ 030 - TO'e^iN OF SAINT JOSFP- -
ST CROIX COUNTY. V,ISCONSIN
Current X
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 fi
Tax Address: Owner(s): O = CurrQrl Or,rer. G - (:ur6n; Co-Ovru:r
O - PRESERVATION DEVFLOPMEN f
PRESERVATION UEVELOPiENT C LLC
L-C
369E KE'_-000 B-VD
ST PAUL %IN 55101
Districts: SC -School SP = Sp('(-,a Property Address(es): = Pn nary
Type Dist # Description " 3231v^iHITE EAGLE RD
Sc 26'' HUDSON
SP 110J 1111'1iIC
Legal Description: Acres: 3.230 ~Pllatcoc 2GTEEA(-Ln SEC30 T3(:N SEG3'f3UN R1klCondo Bldg: ),V N,.V LOT 16':NHITE FAGLE EZ1(i20i27P f0 160 INSTAL SEPTIC
SYS1 F!", at(s
~ 3U-30N-19?N
Notes: - - Parcel History:
Date Doc # Vol/Page Type
999 66037654 1.129,16' QC
r:rrr25r1~:99 6C3F64 14296C QC
2007 SUMMARY Bill Fair Market Value: Assessed with:
Valuations: Last Changed: 07:1212004
Description Class Acres Land Improve Total State Reason
-S10ENTIA- G1 1-230 145,300 0 145.300 NO
Totals for 2007: - - - -
General Property . T.!i
Woodland
Totals for 2006:
General Property 3.230 145.300 0 145.3Uo
Woodland 0.000 0
Lottery Credit: Claim Count: o Certification Date: 1210411998 Batch PRGRM
Specials:
User Special Code category Amount
Special Assessments Special Charges Delinquent Charges
Total 0 00 f'.-00
ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
1 I moo lien a " ST. CROIX COUNTY GOVLRNMENT CENTER
i 1101 Carmichael Road
F > r=_~ _ Hudson, WI 54016-7710
- (715) 386-4680 FAX (715) 386-4684
April 20, 2001
White Eagle LLC
Attn: William Block
1297 CTH V
Hudson, WI 54016
Subject: Conditions of approval for sanitary permit # 383935
Dear Mr. Block:
The sanitary permit # 383935 was issued on April 20, 2001 for the clubhouse. The permit
was issued with following conditions:
1. Within 30 days of installation of the primary septic system for this temporary
clubhouse, the area needed for the replacement system site must be measured, and
an easement that will redefine the area of the original and replacement system sites
shall be surveyed and recorded on the deed for the clubhouse and on the deed for lot
# 16.
2. An addition soil test will be required for lot #16 if the final recorded septic easement
contains any of the original soil borings from Art Wegerer's original soil (dated July
28, 1998) tested area for Lot #16, or the soil tested area is destroyed or deemed
unusable. Lot #16 must have a soil test showing that there is sufficient area
available to install a code compliant septic system sized for the structure being
served.
3. The St. Croix County sanitary ordinance prohibits holding tanks for new construction
under any circumstance.
4. Lot f..16 must have at least one acre of net-buildable area excluding any wetlands,
steep-sloped areas, easements, etc., per St. Croix County subdivision code.
ST. CROIX COUNTY
` WISCONSIN
ZONING OFFICE
w u w ■ - ST. CROIX COUNTY GOVERNMENT CENTER
1101 Carmichael Road
i
_x. Hudson, WI 54016-7710
(715) 386-4680 FAX (715) 386-4684
If you have any questions please contact me at the Zoning office at the phone number listed in
the letterhead.
Sincere y,
Kevin Grabau
Zoning Technician
Cc: Kim O'Connell
Scott Landin
file