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LOCATION: EAU GALLE 4.28.16.56,SE,NW, 233RD ST.
Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM County:
Labor and Human Relations INSPECTION REPORT
Safetg and BA- ings Division ST. CROIX
(ATTACH TO PERMIT) Sanitary Permit No.:
GENERAL INFORMATION 149309
Permit Holder's Name: ❑ City [I VillageX] Town of: State Plan ID No.:
STAVE TIMOTHY R & PAMELA L EAU GALLE
CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.:
008101095000J~
TANK INFORMATION ELEVATION DATA A9 0155 ' ~t', s
au, V
TYPE MANUFACTURER CAPACITY STATION BS HI ULV.
Septic CaS jf~ Benchmark
Dosing
Aera ° - Bldg. Sewer
Holding St/,*f Inlet zr! g'
TANK SETBACK INFORMATION St/ WCOutlet
TANK TO P/ L WELL BLDG. AirI to ntake ROAD Dt Inlet
Air I
Septic' >75 NA Dt Bottom Z
'
Dosing >Ieo,~ >75 NA I I Man. 2 jv 99
Aera ' NA Dist. Pipe ~•3 / 9
Holding Bot. System z 2
PUMP/ SWU"INFORMATION Final Grade
Manufacturer De and 147-0
Model Number GPM
TDH Liftj( ,Zb Lrictior 7Z,` Systems., r TDHz~, t
Forcemain Length Z" Dia. 2 " Dist. To Well >~5 +
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length( / No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS DIMENSIONS
SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING Manufa rer:
SETBACK
INFORMATION Type O CHAMBER D~ f P OR UNIT Moe Number.
System:
DISTRIBUTION SYSTEM
Manifold Distribution Pipe(s) 7 r` x Hole Size x Hole Spacing Vent To Air I ; ake
Length Di Length ~ Dia. ~ Spacing 7/ ~2S
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 /~ceoOKenter Bed /4rer" Edges Z ! Topsoil lp ~ C] No es ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.) a
2 ;;5
C
.u-
Plan revision re Ired? ❑ Y~
es o
Use other side for additional information. 9Z_
a-~
SBD-6710 (R 05/91) Date Inspector's Signatur Cert. No.
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER: L j
HI
n
DILHR SANITARY PERMIT APPLICATION
In accord with ILHR 83.05, Wis. Adm. Code COUNTY
ATE SANITMff PERMI
-Attach complete plans (to the county copy only) for the system, on paper not less than ❑ ~Q
8% X 11 inches in size. Check r Xs on to pr ious application
-See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER
1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION.
PROPERTY OWNER PROPERTY LOCATION
E %A141'/a,S T N,R l E(or W
PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK #
2 3 -S' d 0
CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER
II. TYPE OF BUILDING: (Check one) CITY NEAREST ROAD
II~II ❑ State Owned ❑ VILLAGE : Ile- S7"-PSL TOWN ❑ Public EK 1 or 2 Fam. Dwelling-# of bedrooms 3 VXRCELT,
M R(
111. BUILDING USE: (If building type is public, check all that apply) OO p _'t) 10 - C75
1 ❑ Apt/Condo O
2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining
4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/Car Wash
5 ❑ Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: Specify
IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable)
A) 1. ❑ New 2. X Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5.0 Repair of an
System System Tank Only Existing System Existing System
B) ❑ A Sanitary Permit was previously issued. Permit # - Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non-Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 ® Mound 30 ❑ Specify Type 41 ❑ Holding Tank
12 ❑ Seepage Trench 22 ❑ In-Ground 42 ❑ Pit Privy
13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy
14 ❑ System-In-Fill
VI. ABSORPTION SYSTEM INFORMATION:
1. GALLONS PER DAY 2. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE
REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION
3-7 r 7 94' f Feet OI Feet
VII. TANK CAPACITY Site
in allons Total #of Prefab. Fiber- Exper.
INFORMATION New istin Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App
Tanks Tanks structed
Septic Tank or Holdin Tank
Lift Pump Tank/Si hon Chamber
Vlll. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system show n the attached plans.
Plumber's Name (Print): Plumber's Signature: (No Stamps) PRSW No.: Business Phone Number:
I I
1~ 3~~' /
lea ac S'c~i w rxa~i'a>, G✓^
Plumber's Address (Street, City, State, Zip Code):
d G o z0' V //rte L-/t t
IX. COUNTY DEPARTMENT USE ONLY
❑ Disapproved S itary Permit Fee (includes Groundwater Date Issued Issuing /Aigent Sign ur (No S ps)
Surcharge Fee)
Approved ❑ Owner Given Initial S J
Adverse Determination Tr C",
X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL:
SBD-8398 (formerly Plb-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber
INSTRUCTIONS
1. A sanitary permit is valid for two (2) years.
2. Your sanitary permit may be renewed before the expiration date, and at the time of renewal any new
criteria in the Wisconsin Administrative Code will be applicable.
3. All revisions to this permit must be approved by the permit issuing authority.
4. Changes in ownership or plumber requires a Sanitary Permit Transfer/Renewal Form (SBD 6399) to be
submitted to the county prior to installation. _
5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed
pumper whenever necessary, usually every 2 to 3 years.
6. If you have questions concerning your onsite sewage system, contact your locar code administrator or the
State of Wisconsin, Safety & Buildings Division, 608-266-3815.
To be complete and accurate this sanitary permit application must include:
1. Property owner's name and mailing address. Provic'e the legal description and parcel tax number(s) of
where the system is to be installed.
II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling.
III. Building use. If building type is Public, check all appropriate boxes that apply.
IV. Type of permit. Check only one in line A. Complete fine B if permit is for tank replacement, reconnection, or
repair.
V. Type of system. Check appropriate box depending on system type.
VI. Absorption system information. Provide all information requested in ##1-7.
VII. Tank information. Fill in the capacity of every new and/or existing tank, list the total gallons, number of
tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all
septic. pump/siphon and holding tanks for this system. Check experimental approval only if tanks received
experimental product approval from DILHR.
VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g.
MP,, etc.), address and phone number. Plumber must sign application form.
IX. County/Department Use Only.
X. County/Department Use Only.
Complete plans and specifications not smaller than 13% x 11 inches must be submitted to the county. The
plans must include the following: A) plot plan, drawr to scale or with complete dimensions, location of
holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service;
strearr,s and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system
areas; and the location of the building served; B) horizontal and vertical elevation reference points;
C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump
performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if.
required by the county; E) soil test data on a 1,15 form; and F) all sizing information.
- - - - - - - - - - - - - - - - - -
GROUNDWATER SURCHARGE
1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of
regulated practices which can effect groundwater.
The monies collected through these surcharges are used for monitoring groundwater, ground-
"water contamination investigations and establishment of standards.
SBD-6398 (R.11/88)
f
i SAFETY & BUILDINGS DIVISION
201 E. Washington Avenue
P.O. Box 7969
Madison, Wisconsin 53707
State of Wisconsin
Department of Industry, Labor and Human Relations
October 15, 1991
RECEIVM
~ X91
TIMOTHY R STAVE OCT
21325 55TH AVENUE CODE RACINE ADMIItL$`
BALDWIN WI 54002
Petition 'N'o. S91-02752-P
Dear Mr. Stave:
Re: Timothy R. Stave - Residence
Private Sewage System
SE,W,4,28,161.1
Town of Eau &alle, St, Croix County, kil
Your petition for a variance to sections 11-HR 83.10 (1), 83.2: (1)(b) 3. and
83.23 (1)(d), Wisconsin A&flnistrative rode, has been reviewed. The petition
has been approved.
The rules being petitioned require that a sail absorption system to located no
closer than 25 feet from the below grade foundation of a habitable building; a
mound system site shall have a minimum 24 inches of suitable natural soil, and
regt. ire that percolation tests be con ucted to a leptn of 20 to 24 inches from
existing grade.
The variance requested was to permit conLtruction of a,t attached garage to be
15 feet from a mound system; to install a r€-pl accrment mound systerl on a site
V,Iith 16 inches of suitable natural soil, and to base the size and geometry of
the riound system on a detailed description of the soil texture, structure, and
consistence.
All of the data and s'k-latements submitted on riehalf of the petitioner were
considered. This variance is specific to tho subject petition and. cannot be
used for any additional modifications.
Sincerely,
s
`#fr' P rt~a tee
Director, Office of~3,ivisia6
Codes and Applicat;io?'-`
(608) 266-11080
Rif: PEP : 2l 7 : wPp4
cc: Leroy Jansky, Private Sewaq,2 Con:sol tint - District 6, Chippewa Falls
Thomas Nelson, 'Zoning Adt~inistrator - St. Croix County
Arthur L. Weger, Designer
SBD 6928 (R. 01/91)
SAFETY & BUILDINGS DIVISION
State of Wisconsin
Department of Industry, Labor and Human Relations
PRIVATE SEWAGE PLAN APPROVAL iirtfrf~ i,t I,+, 1r rf Cu~.Ic :anti Ai,l l irai. if:Iri
P . 0 hi-o" 0409
~tdrrl ur#, ~nl'IS5.(lrl;llii °1.3101
WLGCRE:R SOU 1ES! INC & Ut IGN I)'vJn(~r TIM X, I PAM `TAVE.
11 0 BOX 74 (1.32i16[1-1 AVENUE
RIVER FALL") WI 5402P BAIOW-1N 01 54002
RE: Plan Number: S9.1--02752 Apprrvod. Oc-loi,)or I,i, N91
Gallon,, cI 13aY: ~T`.o (?a t. r;1 r,-i~tr~d: f)clc,rler' N 19'll
tri~i~ct Name. 'STAVE, '1 IM & PAM 1ot-i- 4ori: ;L,Ni~l,t;l_i3,16W
town irf' EAU GAt.i.E. i,: i_u';Py. ► ~:kr7l?(
ihe pltanftfinl plans .r rid sp ifii:3tions for ttii,' lrojoci have t;oeo rrrew - for
(,ompliatic:o with jiiqilii-ablo code
1451, Wifj.onsIn `)tatul and the Wli`(' onsiii AdkIOI)) 111.iIoil'. Itle pkirv5 'Ire
stiAwped 'conditionally, approved` This, , pt~ru~10 i; r-rlrirrril u1)dIri rumpI1j n(.e with
dn,y ,tipt.0,itions )hown on the plan !.1' it,,Ijj~: ttrii ~,jI, ljoiI:e(i nru0 w iuurre(.te&
Ail permits tOCterirt~d I)N' tilt:' < tvr ~~'itllrtt? 10Wh',1111) Or rsiurtiy hfi i by obl,,iioed
lit to( t.ra ionstr"(t0it)n Vhel 11(_.e3rlt,t!i.t ( itjIhI r ~C1rv51tii' 30t 'f'1^,triiii Io
s h a I I keo1.) o o o ~;of. of 1)1d(117 WJIIl tht1tt:fltl~;i({..ril ~l~t~~,:1~~ t.arlaa gal, the
r.on 'ti'u" tion s;itrm', l'lle In"Ialif r °.hal M rift ;T-, tho ,,,lrprcll,,s i,_tt+ )ns,trr r: tnr wherf
inspraLtion°, i:arr he mdde.
this appfovdl will ox.piIe, two year=' troll) [t'W dfiir? °r►rP;rf1,,~d ;ar tt a '~,,►I;lt.ary
permit is obtained, it will exj:"Ire t:ho dtv tlir.i;iiti"il „frffl,~~r:4 iolmit. expire'..
Thra section of lrrivate sewage li-v' loviovvd plan; for lprfviile sewage system Code
(equi r cements only . Those platft a heivo riok boen i i,v'+ewod hit the (olio f i-qui roment.s
set, forth in St=t::tion fLNR 82 for dl_~rrr~r~ai tiirrrrfl;'inn ter 'i!% i_;ttipt;ifs 50-64 of thr5
Wirth, in Administrative t.:nrlr,,
This approv,il i,, for the followinu cl,r~tt,r,rr>nt; ~~nly~
Rl."PI_ACEME:NT PU ITION
REPLACEMENT MOUND
i
SBD 6423 (H. 01/81)
I SAFETY & BUILDINGS DIVISION
State of Wisconsin
Department of Industry, Labor and Human Relations
WLGERER 5011 TE':)i ING & O IGN
Paw, 2 ,0
InqUiric, concer'niny 1.10appr'o),,jl I,lay 1)(,, llldjir. tiv cali~iill~ (60,(i'
`'l r1L'E?i'G. v,
i ,L ,k r 5 . ` h + J i yak:
E . } A
Se,, tion of6"Private `icvjdgc
~r 1) '1vIll,'ion of >afety and 13~~i1d'zr~~~
P1111013✓000(.4n/ P,
cII:M & PAM S1 AVE
-in t
Private ,+.`waqe Consultant C IIjf)tt tJb~I ;W#?IIPlitwhing C1on u11.4
0w (IoI P 1llln1)o-rr 1, nv i rrmnienI.it 1 Ilea 1 tit
II
SF1D,6183(R. 011811
SAFETY & BUILDINGS DIVISION
State of Wisconsin
Department of Industry, Labor and Human Relations
PRIVATE SEWAGE PLAN APPROVAL Office of Division Codes and Application
201 East Washington Avenue
P.O. Box 7969
Madison, Wisconsin 53707
WEGERER SOIL TESTING & DESIGN Owner: TIM & PAM STAVE
P 0 BOX 74 2326 55TH AVENUE
RIVER FALLS WI 54022 BALDWIN WI 54002
RE: Plan Number: 591-02752 Date Approved: October 15, 1991
Gallons Per Day: 450 Date Received: October 8, 1991
Project Name: STAVE, TIM & PAM Location: SE,NW,4,28,16W
Town of EAU GALLE County: ST CROIX
The plumbing plans and specifications for this project have been reviewed for
compliance with applicable code requirements. This approval is based on Chapter
145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are
stamped 'conditionally approved'. This approval is contingent upon compliance with
any stipulations shown on the plans. All items that are noted must be corrected.
All permits required by the city, village, township or county shall be obtained
prior to construction. The licensed plumber responsible for this installation
shall keep one set of plans with the department's approval stamp at the
construction site. The installer shall notify the appropriate inspector when
inspections can be made.
,This approval will expire two years from the date approved or if a sanitary
permit is obtained, it will expire the day the initial sanitary permit expires.
The Section of Private Sewage has reviewed these plans for private sewage system code
requirements only. These plans have not been reviewed for the code requirements
set forth in Section ILHR 82 for general plumbing or in Chapters 50-64 of the
Wisconsin Administrative code.
This approval is for the following components only:
- REPLACEMENT PETITION
- REPLACEMENT MOUND 9
~b
IN
GG
O
T~ 7 G?
SBD 6423 iR. 0 1/911
SAFETY & BUILDINGS DIVISION
State of Wisconsin
Department of Industry, Labor and Human Relations
WEGERER SOIL TESTING & DESIGN
Page 2
Inquiries concerning this approval may be made by calling (608) 266-2889.
Sincer Y,
ETER E. P L
Section of Private Sewage
Division of Safety and Buildings
PPP013/0009n/ 8
cc: TIM & PAM STAVE
-Private Sewage Consultant -County _UW-SSWMP -Plumbing Consultant
Owner Plumber Environmental Health
i
II
SBD-6423 /H. 01/81)
s
SAFETY & BUILDINGS DIVISION
201 E. Washington Avenue
P.O. Bog 7969
Madison, Wisconsin 53707
State of Wisconsin
Department of Industry, Labor and Human Relations
October 15, 1991
TIMOTHY R STAVE
2326 55TH AVENUE
BALDWIN WI 54002
Petition No. S91-02752-P
Dear Mr. Stave:
Re: Timothy R. Stave - Residence
Private Sewage System
SE,NW,4,28,16W
Town of Eau Galle, St. Croix County, WI
Your petition for a variance to sections ILHR 83.10 (1), 83.23 (1)(b) 3. and
83.23 (1)(d), Wisconsin Administrative Code, has been reviewed. The petition
has been approved.
The rules being petitioned require that a soil absorption system be located no
closer than 25 feet from the below grade foundation of a habitable building; a
mound system site shall have a minimum 24 inches of suitable natural soil, and
require that percolation tests be conducted to a depth of 20 to 24 inches from
existing grade.
The variance requested was to permit construction of an attached garage to be
15 feet from a mound system; to install a replacement mound system on a site
with 16 inches of suitable natural soil, and to base the size and geometry of
the mound system on a detailed description of the soil texture, structure, and
consistence.
All of the data and statements submitted on behalf of the petitioner were
considered. This variance is specific to the subject petition and cannot be
used for any additional modifications.
Sin ely,
c , ch t
Director, Office of Divisi n
Codes and Application
(608) 266-3080
RM:PEP:217:wpp4
cc: Leroy Jansky, Private Sewage Consultant - District 6, Chippewa Falls
Thomas Nelson, Zoning Administrator - St. Croix County
SRD88281R.0,,,,~rthur L. Weger, Designer
Page of (o
MOUND SYSTEM
FOR
A 3 BEDROOM RESIDENCE
LOCATED IN THE SE 1/4 OF THE Nw 1/4 OF SECTION L T Z8 N, R !6 W,
TOWN OF EE' . GvNL_L_C , 51 . c_pzo LX COUNTY, WISCONSIN.
INDEX
PAGE 1 of 6 TITLE SHEET
PAGE 2 of 6 PLOT PLAN
PAGE 3 of 6 PLAN VIEW-CROSS SECTION
PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT
PAGE 5 of 6 PUMPING CHAMBER
PAGE 6 of 6 PUMP PERFORMANCE CURVE
PREPARED FOR
r ~
P-J) LAJ 1 S Y6 s
My ` , V
GG,.
PREPARED BY01
• 5~~
~~~,'a~aStwt~t'.eOtnN 4,
lh
WFEE EI;t EF? SQI L T T I RQ
AND _
D E S I (st%1 S E R V I c _-ER:
4w~ nRTHUR L
WEGEREn =
P.O. BOX 74 421 N. MAIN ST. TK 2
RIVER FALLS. NI 54022 t {
715-425-0165
a,-
_ kNNtWa
L.
JOB NO. Cf f O
.
:t~ ~
T t~A
X Eh i
r.
{ ~ ~l ~~~k
i ~t 4
• PLOT PLAN Page Z of 6
J Sc"~►= 30'
SON
x EY-IS1)h1G wQL-
PR v~
rt I 1
~p 1
\v~
Ep p1 1 d
FL
~ 1Vo~L : 1"1 MNTMN hi 1N1►rl~t~
GOPi~~$`n S'oF ec~v~ uNp~R~R►u~s
$E.E OR 1NSu~.RT~ Rs PAR CepF,
~ $o'oF ~!"PVC P
S A,(/ PT
s~
S' of V'~pvC ~~STri~ G -
1. ZU 9lt !it! I\7.1D01~1 ~O~
RS tom- hl~ ooD£
A# 2~$1D~u cE Pwaaos~ i v
6hRR6~ a p
Raail~oN N v3
J, , A
' o IkI
-7 t~O NoT 0%XI"CT
O1Z O1S1VR@
`I~lIS kRCO, P~ y a/Z o~ ~a pr+ - ~Le~i.~o~.e oiv
1- 10
SP~~ 2' 1~ouE
~ G!Z-OVh+D 1"-+ ZZ"Dlr.
/ ~W /a is I ij4
~ r! U
T r ~1EpRe~~
~FoR~
t3~(OI .i P'"I N3
PwwrwG ~
_SS TU
t~~t~ ►~~Mz$sl' arui N L)wF PL.Ree r►uvwrp
of Ipp R~••l~ Ph'tzc~- n
On• FQU4~mR`N( 1.1n/E OF C s~
V-m
soRQWn%" Akm lU ?1ZOPei%7y U►ue
NOTES: 15
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install permanent markers at end of each lateral. ( 2 required)
3. Install 4" observation pipes with approved cape. ( 2 required)
4. Septic tank to be torso gallon capacity manufactured by
r--\\- Dwe7sTZ'~-'Q 'Vtz(E-cA S-r , Svc .
5. Bench Mark g YfBoU F
6. Divert surface water around mound to.prevent ponding at the uphill side.
II
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;
;
t, k r-~
~ ;
~ •a
5: M ~ , w,y l':~
A s .
ti~ x
a ~ ~'k.,L;. ~
~ ~ . ..t.
~;_.;ti
Page 3 Of
Approved Synthetic Covering
Distribution Pipe
Medium Sand
H /
Topsoil
J F Elev : q g • _
D
b
Z % Slope
Bed Of 2`_ 2 %2 (Force Main Plowed
Aggregate From Pump Layer
Undisturbed D 1 Ft.
Soil E t •%Z Ft.
Cross Section Of A Mound System Using F °.9 Ft.
I Trench For The Absorption Area G `Wz~, Ft.
A E, Ft. H 1-S Ft.
B 63 Ft.
I IS Ft.
Linear Loading Rate=-:>.I GPD/LN FT J 1,C3 Ft.
Design Loading Rate= o . -1GPD/SQ FT
K I2.. 5 Ft.
L $ $ Ft.
W 3q Ft.
L
i Force
. B-~ K Mai_
S ►~T
W "
Distribution Trench Of 2- 2 ~ S 1 TE
Pipe Aggregate
1 Permanent 1
'Ob tion Markers
E S~cS~s
r securely)
CON
ANr-
r., y T 1 i5-' t..
rya' ` ~J
o Using 1 nch For Absorption Area
sE~ Go
I
i;. OA
:y
y
b
Page -4~ Of 6
Perforated Pipe Detail
0
End View
Pertoroted
End Cop) PVC Pipe
Install permanent marker
at end of each lateral
Holes Located On Bottom.
Are EquoNr Spaced
Q End Cop
P
PVC Force Main
DislnOution
Pipe
Lost Hole Should Be
Next To End Cap
Pipe Layout P Zq Ft.
E~ p,G
ONS~~~ S . n X ?V Inches
l~_ , ' s Z~c Y Inches
t,.
Hole Diameter !!y Inch
Lateral Z Inch(es)
Manifold
Inches
Force Main Z Inches
#of holes/pipe 1S
Invert Elevation of Laterals 99-q Ft.
Place lst hole V2" from tee with succeeding holes at Zytlintervals
Last hole to be next to the end cap.
1(52
PUMP CHAMBER CROSS SECTION AKID SPECIFICATIONS ' PAGE S OF 6
VC WT CAP
4'C.I. VEKII• PIPC WEATHER PROOF
APPROVED LOCKING MANHOLE
JUKJCTIOIJ DOX COVER WITH WARNING LABEL
~ 25' FROM DOOR.
wIKJ00W OR FItCSH IrMIU.
AIR wTAKE
GRADE I 4' MILL
9 s t I
_ ~ 18' MIIJ.
CONDUIT
~ PIG ROVIDE I
. IIU LE T ONs`ls ' SEAL I I ! I
'N`
APPROVED JOIUT A APPROVED JOINTS
r~
r I II
a i . W
i~ y~~~' I III ALARM
ON
LLCV. SZ•1S FT. ~G RF°~sp PUMP-~ OFF
0
e-L- 5 CONCRETE BLOCK
3" APPRflve
RISER EXIT PERMITTED ONLY IF TAWK MAIJUFACTURER HAS SUCH APPROVAL gg00ING
SPEC.IFICATIOKIS 111.•.
DOSE
TANK MMJUFACTURER' "'b'AJES fJ ~'R SY' Jti'C' IJUMbER OF DOSES: PER DAy
TAWK 51ZE: "1 SO GALLOWS DOSE VOLUME 165.-1
S.S. 0-18--Tv-0 SLISTSolS INCLUDING DACKFI.OW: GALLONS
_ ALARM MMJUFACTURER:
AODEL WUMDER: ISM NW CAPACITIES: A= 16 WCHES OR 31~'O GALLOUb
SWITCH TYPE: CL~QY g= IIJCNEi OR 19` O 0rLLOW5
PUMP MAWUFAGTURCR: $I/2-4UCHES OR 16S'-7 GALLOWS
MODEL WUMDER: 14,3 IMCHES OR Z-sq. GALLOWS
SWITCH TUPE' WOTE: PUMP AND ALARM ARE TO bC
MILT MUM DISCHARGE RATE 35, GPM INSTALLED OU SEPARATE CIRCUITS
VERTICAL DIFFEREWCE DETWEEIJ PUMP OFF A1,10..0I3TRIbUT10W PIPE.. FEET
+ MINIMUM NETWORK SUPPLY PRESSURE . . . 2 5O FCET
tZS FL 26 E
♦ FEET OF FORCE MAIN X Z •O(- ooFxFRICTION FACTOR. 1-26 FEET TOTAL OtIUAMIC HEAD = Z~'~3 FEET
DIAMETER
IAITERNAI. DIMLIJ61OMf OF TAWK: LEMCTH 69 Ill"; WIDTH ;LIQUIO DEPTH
BOTTOM AREA 231= GAL/INCH
AS PER MANUFACTURER = ...19 ;S_. GAL/INCH
PrGC: "o OF~
HE CURVE 161, 163 AND 165 SERIES TOTAL DYNAMIC HEAD/FLOW PER MINUTE
' EFFLUENT AND DEWATERING
LL
26 SERIES 161 163 165
so
FT. M. Gal. Ltrs. Gal. Ltrs. Gal. Ltrs.
24- 80 5 - 1.52 106 401 61 231 61 231
MODEL 10 3.05 100 378 61 231 61 231
>0
15 4.57 91 344 60 227 60 227
W 20 163 20 6.10 82 310 59 223 60 227
= 60 25 7.62 74 280 57 216 59 223
2 16
30 9.14 65 246 55 206 58 220
40 12.19 46 174 46 172 55 206
Z
0 12 50 15.24 21 80 33 125 51 191
-J OD L 60 18.29 15 57 43 161
30-
O s 70 21.34 30 114
Lz Z 80 24.38 14 53
zo
90 27.43
4
10 100 30.48
s.1 Lock Valve: 56' 66' 87'
o
GALLONS 10 30 40 50 60 70, s0 90 100 110
LITEf1i3 0 80 160 240 320 400
FLOW PER MINUTE 4
o
Standard all models - Weight 77 gas. - 20 ft cord - % H.P. - -
rr-„rrwr
11% Wr
Wr cop
161 MODELS Control Selection o `12: a
e d•ti rrr
Model Volts-Ph Mode Am Simplex Du x -
M161 115 1 Auto 14.0 1 or l &9 - I _
N161 115 1 Non 14.0 2or2&8 3or5&6
D161 230 1 Auto 7.0 1 or l &9
E161 230 1 Non 7.0 2 or 2 & 8 3 or 5 & 6
F161 230 3 Non 3.0 2&4 3&4or5&6
'H161 200-208 1 Auto 8.2 1 & 9 -
*1161 200-208 1 Non 8.2 2&8 3 or 5& 6
'J161 200-208 3 Non 2.2 2&4 3 & 4 or 5 & 6
'G161 460 3 Non 1.5 2&4 3&4or5&6
Standard all models - Weight 77 lbs. - 20 ft. cord -'h H.P.
163 MODELS Control Selection
Model Volts-Ph Mode Am Simplex Duplex
a
M163 115 1 Auto 14.0 1 or l &9
-
N163 115 1 Non 14.0 2or2&8 3or5&6
D163 230 1 Auto 7.0 1 or l &9
-
E163 230 1 Non 7.0 2or2&8 3or5&6
F163 230 3 Non 3.0 2&4 3 & 4 or 5 & 6 SELECTION GUIDE
'H163 200-208 1 Auto 8.2 1&9 - 1. Integral float operated mechanical switch, no external control required.
'1163 200-208 1 Non 8.2 2&8 3 or 5 & 6 2. Single piggyback mercury float switch or double piggyback mercury float
'J163 200-208 3 Non 2.2 2&4 3 & 4 or 5 & 6 switch. Refer to FM0477.
'G163 460 3 Non 1.5 2&4 3 & 4 or 5 & 6 3. Mechanical alternator "M-Pak" 10-0072 or 10-0075.
Standard all models -Weigh 82 lbs - 20 ft. cord -1 N.P. 4. Combination starter. Refer to FM0514.
5. See FM0712; for correct model of Electrical Alternator, "E-Pak".
165 MODELS Control Selection 6. Mercury sensor float switch 10-0225 used as a control activator, with "E-Pak"
Model Volts-Ph Mode Am Simplex Duplex alternator, 3 or 4 float system.
D165 230 1 Auto 9.0 1 or l &9 - 7. SIMPLEX CONTROL BOX 10-0050, 115/230V, 1 Ph. max. 2HP use one (1)
E165 230 1 Non 9.0 2 or 2 & 8 3 or 5 & 6 single piggyback wide angle mercury float switch OR two (2) 10-0225 mercury
F165 230 3 Non 6.6 2&4 3 & 4 or 5 & 6 sensor floats for level control.
8. Four (4) hole "J-Pak", junction box, for watertight connection or wired-in
'H165 200-208 1 Auto 10.7 1 or l &9 - . simplex or duplex operation.
'1165 200-208 1 Non 10.7 2&8 3 or 5 & 6 9. Two (2) hole "J-Pak", junction box, for watertight connection or splice.
'J165 200-208 3 Non 7.0 2&4 3 & 4 or 5 &6 'No Molded Plug
'G165 460 3 Non 3.3 2&4 3&4or5&6 by a licensed qualified
For information on adMen-Y ditional Zoeller products refer to catAlternator. alog on Combination Mechanical AN' of &W Starter, CAUTION _ should be dam FM0514; Piggyback
Alarm Package, ; Electrical FM0488; and Sim ale, I,' n AN akebfcal and akty coda should be foror ad YkMrSng ft wad nor - Natl,
Alternator, FM0495; Alarm Package, FM0513; 0513; S Sump/Sewaga e Basins. , FM0187; and Simplex lex
Control Box. FM0732 Beeldc Gods (NEQ and In Owupsaolrl Selely awl Hafar Ad (OSHA}
RESERVE POWERED DESIGN 02-75-9
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
0 aMXWW lane Manufacturers of...
P.O. 0 OELLFjff O~ • LopikVi BOX 16347
, KsMucky 40216
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STC - 105
SEPTIC TANK MAINTENANCE AGREEMENT
St. Croix County
OWNER/BUYER 04,t
ROUTE/BOX NUMBER `D S~S FIRE NO.
CITY/STATE _&Oz V ZIP 5-1~16Q
PROPERTY LOCATION: Si 1/4 IV lit/ 1/4, Section Z! , T_&2 N, R__L6 W,
Town of A(~ , St. Croix County,
Subdivision , Lot No.
Improper use and maintenance of your septic system could result in its premature
fail6re to handle wastes. Proper maintenance consists of pumping out the septic
tank every three years or sooner, if needed, by a LICENSED SEPTIC TANK PUMPER.
What you put into the system can affect the function of the septic tank as a
treatment stage in the waste disposal system.
St. Croix County Residents MAY be eligible to receive a grant for a MAXIMUM of
$3000 of the cost of replacement of a failing system, which was in operation
prior to July 1, 1978. St. Croix County accepted this program in August of
1980, with the requirement that owners of ALL NEW SYSTEMS agree to keep their
systems properly maintained.
The property owner agrees to submit to St. Croix County Zoning a certification
form, signed by the owner and by a master plumber, journeyman plumber,
restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system is in proper operating condition and (2) after
inspection and pumping (if necessary), the septic tank is less than 1/3 full of
sludge and scum. Certification form will be sent approximately 30 days prior to
three year expiration.
I/WE, the undersigned, have read the above requirements and agree to maintain
the private sewage disposal system in accordance with the ndards set forth,
herein, as set by the Wisconsin Department of Natur
Al-R
a ou es. Certificatio
form must be completed and returned to the St.Cr Cou on ce w'
30 days of the three year expiration date.
f
S ~
IGNED
DATE ZV
St. Croix County Zoning Office
St. Croix County Courthouse
911 4th Street
Hudson, WI 54016 -
(715) 386-4680
Sign, Date, and Return to above address
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STC-100
This application form is to be completed in full and signed by
the owner(s) of the property being developed. Any inadequacies
will only result in delays of the permit issuance. Should this
development be intended for resale by owner/contractor,(spec
house), then a second form should be retained and completed when
the property is sold and submitted to this office with the
appropriate deed recording.
Owner of property Location of property~l/4 /V tA)' 1/4 , Section , T :%g N-R(OW
Township
Mailing address
Address of site 41~ `3a(0 x-51- /9 d' Q
Subdivision name Lot no.
other homes on property? yes L- -g-0
Previous owner of property ~02 d_11
s~d
Total size of parcel
Date parcel was created ,
Are all corners and lot lines identifiable? Yes No
Is this property being developed for (spec house)? Yes e--No
Volumeo)/ and Page Number 3"3?
l as recorded. wi
of Deeds. th the Register
INCLUDE WITH THIS APPLICATION THE FOLLOWING:
A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE
NUMBER & THE - SEAL OF THE REGISTER OF DEEDS. In addition, a
certified survey, if available; would be helpful so as to avoid
delays of the reviewing process. If the deed description
references to a Certified Survey Map, the Certified Surve Ma
shall also be y P
required.
PROPERTY OWNER CERTIFICATION
I(we) certify that all statements on this form are true to the
best of my (our) knowledge that I (we) am (are) the owner(s) of
the property described in this information form, by virtue of a
warranty deed recorded n t e office of the County Register of
Deeds as Document No. L'73t3~ , and that I (we)
own the proposed site for the sewage disposal system orrI e(we)
obtained an easement, to run the above described property, for
the construction of said system, and the same has been duly
recorded n the office of County Register of deeds as Document
No.
ignatur f app cant o-app ica
~S
'r C_
Date o Sig tune
Date f S gnature
DOCUMENT No. WARRANTY DEED •TI41S SPACE RESERVED FOR RECORDING DATA
STATE BAR OF WISCONSIN FORM 2-1982
VOL 915PAGE 33', REGISTER'S OFFICE
~I ST. CROIX CO., WI
Arnold Edwin Lorentsen, a/k/a Arnold E. ,
- Recd for Record
iQa;....nt_..eo.....a_$..~g1eman-_.. - at SLt~181991
11:25 A. M
- - .
conveys and warrants to Timothy...R.....S.taxe and-.Eamela_.L... Q9
-Stave.,.--husband--and...wi-fe-,---as_sur.vivor hi-p---•----- - Regiftof
marital-property--
- - '
R ETUUI To
N TO
x
. C
CountY"
the following described real estate in St x' O i
State of Wisconsin:
Tax Parcel No:
Southwest Quarter of Northeast Quarter (SWh of NE 0 ; South Half of
~I Northeast Quarter of Northwest Quarter (Sk of NEh of NWh) and
Southeast Quarter of Northwest Quarter (SEk of NWT); All in Section
Four (4), Township Twenty-eight North (T28N), Range Sixteen West (R16W).
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Southeast Quarter of Southwest Quarter (SE% of SW4) of Section Four (4)
11 Township Twenty-eight North (T28N), Range Sixteen West (R16W).
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This deed is given in fulfillment of a certain land contract between
the above parties, dated September 28, 1987, and recorded October 1, 1987,
~i in Volume 792 of Records, at page 362, as Document No. 430678.
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I i'F R P { y' JC< O
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lea
i This is---not....... homestead property.
Iftox(is not)
Exception to warranties: Easements and restrictions of record, and except Ii
any liens or encumbrances created or suffered to be created by the acts
and defaults of the grantees, their heirs, successors, or assigns.
j Dated this ...........16th....... I----------------------- day °f . j~S - tembe-r.-`---------`---~-----.-......-., 19..91...
(SEAL) . - (SEAL)
Arnold E. Lorentsen
'I ------(SEAL) ----(SEAL) l
AUTHENTICATION ACKNOWLEDGMENT i'
Signature(s) STATE OF WISCONSIN
St. Croix .
S.
County
is __._.._.._._....day of
u authenticated this ........day of 19 Personally came before me thi 16th
Se t ..ember 19_91-. the above named
. P..._....____.._-------,
Arnold.. Lorentsen-,___-- _k _a________
. Arnold E Lorentsen
TITLE: MEMBER STATE BAR OF WISCONSIN
i~
(If not,
authorized by § 706.06, Wis. Stats.) to me known to be the person who executed the
foreg g instrument and acknowledge the same.
THIS INSTRUMENT WAS DRAFTED BY
l Thomas A. McCormack DIANE S. WLLEIW
Y Puhlb"--
Baldwin, WI 54002 SINed
~I " ""'SVOtarY Public St.._.C
t-------- icated-•-or Y'01X - County, Wis.
(Signatures-- may be authen-- acknowledged Both My Commission is permanent. (If not state exp. t14n
are not necessary.) date:- 19.........)
I!
~ ~Namea of Detwne eianint to any capacity should be typed or printed below their signatures. '
ST. CROIX COUNTY
WISCONSIN
A S 1
ZONING OFFICE
? ST. CROIX COUNTY COURTHOUSE
- 911 FOURTH STREET • HUDSON, WI 54016
- (715) 386-4680
Oct. 2, 1991
Division of Safety and Building
Bureau of Plumbing
P.O. Box 7969
Madison, WI 53707
To whom it may concern:
An on site investigation of the Tim & Pam Stave property,
located in the SE 1/4 of the NW 1/4 of Sec. 4, T28N-R16W, Town of
Eau Galle, St. Croix County, revealed 16" to seasonally saturated
soil making this site suitable for a mound septic system with 8"
of sand fill.
Should you have any questions, please feel free to contact this
office.
incerel ,
James K. Thompson,
Assistant Zoning Administrator
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