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Parcel 022-1020-90-000 01/06/2006 04:35 PM
PAGE 1 OF 1
Alt. Parcel 8.28.18.120B 022 - TOWN OF KINNICKINNIC
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
OWEN J JR & MICHELLE I JUDGE O - JUDGE, OWEN J JR & MICHELLE I
1046 COULEE TR
ROBERTS WI 54023
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description 1046 COULEE TR
SC 4893 SCH D OF RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 5.500 Plat: N/A-NOT AVAILABLE
SEC 8 T28N R1 8W 6A PRT SE NW S 32 RDS OF Block/Condo Bldg:
E 30 RDS
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
08-28N-18W
Notes: Parcel History:
Date Doc # Vol/Page Type
J 07/23/1997 91$/29-1
07/23/1997 ~11115152
i t
J~
2005 SUMMARY Bill Fair Market Value: ssessed with:
143174 255,200
Valuations: Last Changed: 08/10/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 5.500 80,000 178,000 258,000 NO
Totals for 2005:
General Property 5.500 80,000 178,000 258,000
Woodland 0.000 0 0
Totals for 2004:
General Property 5.500 40,000 125,300 165,300
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch 222
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
011ING
AS BUI LT SAN I TARY SYSTI M RI-PORT
OWNER (TVAil 41"LLe~ TOWNSHIP (nhc•-L- - S1.(:'. N-R I~ W
ADDRESS Pr.2 60X ST. CROIX COUNTY, WISCONSIN
SUBDIVISION LO'T LO'T ti 1 ,fit?
PLAN VIEW
Distances and dimensions to meet reduirement-~ of- 11 b3
SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM
1
Y~Z A
!s-
i
Cr ~ d
- ~INDICATF NORTH ARROW -
h ae 1 d 7--r C
a
BENCHMARK: Describe the vertical reference point tfsed- r.~e (66~ fivl'er Y'OW, ,42
E::l or C-1 cir-= r3~
1 2
zvatif-~n of vertical reference f point: (_p_6c 4v - proposed .;Iope zit ite
SEP'TLC TANK: Manufacturer: l.i(111Ld Capacity: tce~
Number of rings used: Tank manhole cover eLev:it ion:
Tank Inlet Elevation: 'l'ank Out Let ]levation:
Number of feet from nearest Ro;d:
Front, 0 Side, Rear Z(~
n l [ ~ 1 t.
From nearest property line Front ,0Side,~Rear_, 3 - iee t
Number of feet from: well 10 building:j
(Include this information of the above ph)Y i,L,in){ rc'f'rc'Jlf'f' t1!Iln`ft i+ll`t ~i ~,i•i,il Ir ( :tl<.)
PUMP CHAMBER
Manufacturer: We-,-5C4- Liquid Capacity: 75
f
Pump Model-: 1"ey lv Pump/Siphon MajuiI i Curer: Pump S i Z C 2 "gyp
Elevation of inlet: o: Bottom of tank elevation:
Pump of I switch elevation: c Gal Ions per c cle:
Alarm Manufacturer: ~j T l~CfyU 5 S A] arm Switch Type:
aYl ~l e~~J
line: Front, Side, Rear, It ?~~rr
Number of feet from nearest property -
Number of feet from wef l : ( ~o
Number of feet from building: t 05-
(include distances on plot plan).
SOIL ABSORPTION SYSTEM
Bed: Trench:
Width: Length: Number of Lines: Area Bu.i I t
Fill depth to top of pipe:
Number of feet from nearest property line: Front, &~idc , O Kepi r,01't .-W -
Number of feet from well: -2 IS`
Number of feet from building: GU Le- Sl~~l
(Include distances on plot plan).
SEEPAGE: PIT
Size: V4 Number of pits: 1)iameter: ,
Liquid depth: - Bottom of ('lL'v,it iml:
Area,Built :
Has either a drop box 0 or distribution box 0 been used on any of rite above 5oiI
absorbtion sytems? (Check one).
t2L
HOLDING TANK
3 elf
Manufacturer: Capacity:
Number of rings used: 1?fev;ition of bottom of tank:
Elevation of i -ulet
Number of feet from nearest property line: Front, O Side, O Rear, n Ft.
Number of feet from well:
Number of feet from building:
Number of feet from nearest road:
Alarm Manufacturer:
Inspector:
Dated: yy Plumber on jo _
License Number: `
8/4 :111
DEPARTMENT OF INDUSTRY,
LABOR & HUMAN RELATIONS INSPECTION REPORT FOR
P.O. BOX 7969 PRIVATE SEWAGE SYSTEMS SAFETY & BUILDINGS
MADISON, WI 53707 DIVISION
BUREAU OF PLUMBING
❑CONVENTIONAL IX ALTERNATIVE
❑ Holding Tank Slate Plan LD. Number:
❑ In-Ground Pressure ® Mound uraalynedl
NAME Oi= PERMIT HOLDER.
ADDRESS OF PEgM1T HOLDER:
John J Miller R. R. INSPECTION DATE
BENGHMAgKIPF.ae,e,eneQ 2, Box 97, Roberts, WI
Polo') DESCRIBE IF DIFFERENT FROM PLAN.
_SE Section 8, T28N-R18W, Town of Kinnickinnic REF. PT. ELEV. CST REF PT ELEV
Na... Lmbei. -
MP/MPRSW No.. County
Paul Cudd 2 739 Sanna y Permit Number
SEPTIC TANK/HOLDING TANK: St. Croix 54963
IMAN IF ACTURER:
LIQUID CAPACITY. TANK INLET ELEV. A
.
/1 TNK OUTLET ELEV WARNING LABEL
`,Y ` PROVIDED'. LOC~K.{ING COV R
BEDDING JL' (j
: VENT DIAL ,3 PROAD
VENT MATL.. HIGH WATER ll II YES ❑NO YEES❑NO
ALARM NUMBER OF ROAD: PROPERTY WELL'.
❑YES O C f ❑ FEET FROM euILDING ENT rO FRESH
lRuyl Fr
g
NO NEAREST 7 J f L IV
DOSING_ CH MBE R: (J~
~M
ANUFA:'.:- BEDDING .
LIQUID CAPACITY PUMP MODEL
PU MP; SIPHON MANUFACTURER
~w~~' E_ ~NO WARNING LABEL LOCKING COVER
YES C A 1 I P OVIDED. PROVIDED:
iGALLONS PER CYCLE: PUMP ANDCONTRO soGPERATIDNAL `4 f YES ❑NO YES
((DIFFERENCE BETWEEN NUMBER OF PHOPERTV wELL FIND
PUMP ON AND OFF) LI BUILDING VENT TO FRESH
YES ❑NO FEET FROM AIR I LET
SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing NEAREST-~ - sc~! 0 /'a ,
or excavation. (If soil can be rolled into a wire, construction shall cease until FORCE DIAMETER
the soii is dry enough to continue.) ''ri RIAL AND n4ARKINC;
CONVENTIONAL SYSTEM: MAIN ,
BED/TRENCH WIDTH LENGTH ND OF
-7 DISTR. PIPE SPACING COVER
DIIVIEAISIONS TREN S INSIDE DIA
MATERIAL: -PITS I,IT LIQUID
)f `T
GRAVE: I1 FILL DEPTH DISTR. PIPF DEPTH:
BELOW .'IPES ABOVE C[~~,H ELFV INLET DISTR. PIPE DISTR. PIPE MATERIAL- NO. DISTR PROPERTY
E.
NUMBER OF
PIPES WELL.
LEV END BUILDING'. VENT TO FRESH
I FEET FROM I LINE'
AIR INLET
MOUND SYSTEM: NEAREST---~
Mound site plowed perpendicular to slope
and furrows thrown Check the texture of the fill material for PROVIDE A DIAGRAM OF SYSTEM
Upslope: mound systems to make certain that it
ON REVERSE SIDE. SHOW ELEVA-
YES ❑NO meets the criteria for medium sand.
TIONS MEASURED.
SOIL COVER TEXTURE
PERMANENT MARKERS.
OHSER NATION WELLS
DEPTH OVER ]ENCH/BED
CENTER DEPTHOvERTHE CH.BEO YES ❑NO LJ`Y ❑NO
EDGES DEPTH OF TOPSOIL ES SODDED
S SEEDED HED
~ ❑YES O
PRESSURIZED DISTRIBUTION SYSTEM: YES ❑NO MULCYES ❑ND
=DIMENSION CH WIDTH LENGTH NO.OF
3 LATERAL SPACING GRAVEL DEPTH BELOW PIPE
S rRE Es FILL DEPTH ABQVE covER
MANIFOLD PUMP MANIFOLD S
ELEV.. ELEV DIA DISTR. PIPE MANIFOLD MA TERIAL. NO DISTR. DISTR PIPE DISTRIBUTION PIPE MATERIAL & MARKING.
ELEVATION AND ELEV PIPES
DISTRIBUIION ~.3 Dla
INFORMATION HOLE slz HOLE SPACING DRILLED CORRECTLY 7/
eCOVER MATERIAL. VERTICAL LIFT CORRESPONDS TO APPROVED
Y YES / PLANS V ES
PERMANE TMARKERS: ❑NO LPYES
OBSERVATION WELLS ❑NO
NUMBER OF PROPERTY WELtL: BUILDING'.
FEET FR
ES ❑ NO ES ❑ NO N
EARESTOM LI S 2 / S /r(`d
:i-Sl
Sketch System on
Reverse Side. v3 Re in county file for audit.
SIGNA Er
:)ILHR SBD 6710 (R. 01/82) nnE.
Wisconsin APPLICATION FOR SANITARY PERMIT
D I L H R St . Croix COUNTY
mEnT of (PLB 67) UNIFORM SANITARY PFERMIT #
oevHHT I1OUS TRV,LRBOR&HUMRn RELRTlonS
-Attach complete plans in accord with s. H 63.05, Wis. Adm. Code for the system, on paper not less than 8'hx 11 inches in size.
-See reverse side for instructions for completing this application. PLEASE PRINT
PROPERTY OWNER MAILING ADDRESS
John F. & Patricia A. Miller Rt. 2, Box 97, Roberts, WI 54023
PROPERTY LOCATION
SE 1/4 NW 1/4, s 8 , T 28 N, R 18 E (or) W TOWN \XXX oX Kinnickinnic
LOT NUMBER BLOCK NUMBER SUBDIVISION NAME NEAREST ROAD, LAKE OR LANDMARK STATE PLAN I.D. NUMBER
9116 30
TYPE OF BUILDING OR USE SERVED
EX 1 or 2 Family Number of Bedrooms. 3 ❑ Public (Specify):
THIS PERMIT IS FOR A: 4~ / 7
❑ New System ❑ Tank Replacement ❑ Repair
Replacement Soil Absorption System ❑ Revision ❑ Privy
Alternate System L-1 Reconnection ❑ Petition for Modification
IF THIS IS A CONVENTIONAL SYSTEM COMPLETE THIS BLOCK.
❑ Seepage Bed ❑ Seepage Trench ❑ Seepage Pit ❑ Holding Tank
❑ System-In-Fill ❑ In-Ground Pressure ❑ Vault Privy ❑ Pit Privy
❑ Existing, For Which A Previous Permit Is On File, Permit # issued
❑ An Existing System That Has Been Inspected And Is Compliant As Far As Soil Conditions.
Total # of Prefab. Site Steel Fiberglass Plastic
Gallons Tanks Concrete Constructed
Septic Tank Capacity
Lift Pump Tank/ r
Holding Tank capacity
Manufacturer:
IF THIS IS AN ALTERNATIVE SYSTEM COMPLETE THIS BLOCK: Mound ❑ In-Ground Pressure
Total # of Prefab. Site Steel Fiberglass Plastic
Gallons Tanks Concrete Constructed
Septic Tank Capacity ~~C7C1
Lift Pump/&mftonr, ?12amber / G}
Manufacturer:
PERCOLATION RATE ABSORPTION AREA ABSORPTION AREA WATER SUPPLY:
(Minutes per inch): REQUIRED (Square Feet): PROPOSED (Square Feet):
~r . 7
/ Private ❑ Joint ❑ Public
I, the undersigned, hereby assume responsibility for inst n of the private sewage system shown on the attached plans.
Name of Plumber (Print): Signa MPRSW No.. Phone Number:
Paul R. Cudd 39 (715) 425-2049
Plumber's Address: Name o Designer:
Rt. 5, Box 364, River Falls, WI 54022 Art Wegener
COUNTY/ DEPARTMENT USE ONLY
Signature of Issuing Agent: Fee: Date: ❑ Disapproved
C, s 4/ +j L~ Owner Given Initial
k Approved Adverse Determination
Reason for Disapproval:
Alternate course(s) of Action Available:
DILHR-SBD-6398 (R. 5/82) DISTRIBUTION: Original to County, One Copy To; Bureau of Plumbing, Owner, Plumber
INSTRUCTIONS FOR COMPLETING THIS PERMIT APPLICATION, PLB 67 - SBD 6398
To be complete and accurate the permit application must include:
1. Property owner's name and complete legal description, please circle the appropriate municipal government unit, (whether this is in
a city, village or town);
2. Indicate specifically what type of use is served, if public is checked indicate type of use (i.e. 10 unit apartment, 30 seat restaurant,
etc.);
3. Complete the block for conventional or alternate system depending on system type, check all appropriate boxes or blanks.
4. Indicate the design percolation rate listed on the 115 soil test report, the number of square feet required by code and the number of
square feet to be installed;
5. Complete the section on water supply;
6. PRINT the name of the master plumber or master plumber restricted who will install the system, circle the appropriate license classi-
fication, place your license number in the space provided and sign the permit in the signature block;
7. Please place the plumbers business phone number in the blank provided, if there is a problem or question this will speed review of the
permit;
8. Change of ownership or plumber requires a Sanitary Permit Transfer Form (67-T) to be submitted to the county prior to installation.
Failure to comply will void the sanitary permit.
9. This permit may be renewed, and at the time of renewal any new criteria in the Wis. Adm. Code will be applicable.
10. A new permit will be needed if there is a change in, estimated wastewater flow, (number of bedrooms, etc.), location of the system,
depth of the system, type of system.
11. All revisions to this permit must be approved by the permit issuing authority.
12. A complete plan including a plot plan, drawn to scale or with complete dimensions.
13. Horizontal and vertical elevation reference points that are permanent and clearly shown.
14. Piping detail including pipe size, separating distances, distances between beds if appropriate, tank locations, effluent line from tank(s)
to system, building sewer and vent observation pipe(s).
15. The permit issuing agent may require a cross section drawing of the effluent disposal system.
TO THE OWNER: This is valid for two years. Changes in your building plans or locations may require you to obtain a new permit. Private sewage systems
must be properly maintained. Have a licensed pumper clean your septic tank whenever necessary usually every 2 to 3 years. If you have questions concerning
your system, contact your local code administrator or the Bureau of Plumbing, DILHR, State of Wisconsin.
r E4:.v'e tm_, F , 'r
~ _ <3. ~i „ i-, ' ~ p•. Ems, f
MW R F VER FALLS, I Y54022
(715) 405-0164
EN'-;;_ EERING-SURVEYING-BUILDING DESIGN (715) 4-25-0165
A TTN : DATE
V
CC:
y` r
suBj:,*CT
VFE ARE ENCLOSING THE, FOULO%NgNG ITEMS: NO F
_COPIES DESCRIPTION i
SENT TO YOU FOR THE FOLLOWING REASONS:
❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED j_j INFOP.MATION DESIRED
[f❑'FOR YOUR USE ❑ APPROVED AS NOTED ❑ EETURN Ci COPIES
❑ NOT APPROVED ❑ FOR REVIEW AND COMMENT ❑
KOZEL, WEGERER & ASSOCIATES, INC.
BY:
Department of Industry, Labor and Human Relations
Division of Safety & Buildings
L=HR Bureau of Plumbing
P.O. Box 7969
~ oEVCwaTmenT oc
°'n°"STRYLRB°g6""rrW4n" `QT'°ns Madison, WI 53707
Tel. (608) 266-3815
IN ALL CORRESPONDENCE
REFE TO
cF T. ,.X 1 IDEN
TIFICATIONANO.
NAME OF PROJECT
VINM -RI ATE SEWAGE ONLY -
~ENERAL PLUMBING PLANS Fee Received:
LO ATION [Priority Plan Review Only
CITY ORI TOWN C04NI~
Examination of plumbing plans and specifications for this project has been
completed. In accord with Chapter 145, Wisconsin Statutes and the Wisconsin
Administrative Code, the plumbing plans and specifications are approved
contingent upon compliance with the stipulations shown on the plans. Please
review your code for the requirements of each code section noted.
The licensed plumber responsible for this installation shall keep at the
construction site one set of plans bearing the department's stamp of approval.
The installer shall also notify the appropriate inspector of when required
inspections are to be made.
To thn Pyept installation nag- net; be96in wltl;in twe yeaias 48this da
approval will hp vnid an
In granting this approval, the Division of Safety and Buildings does not hold
itself liable for any defects in plans or specifications, plan omissions or
examination oversight, and reserves the right to order changes or additions if
necessary.
This approval is based on Wisconsin Administrative Code requirements. It
shall be necessary to obtain and fulfill the permit requirements of the city,
village, township or county in which this installation is to be mace. Failure
to obtain local permits will automatically void this approval.
Sincerely,
f For Private Sewage Syst= is Only,
This approval is valid for vo
gaMmes Sarg t years or it will be valid u: it
Bureau Dire or the expiration cafe of the
sanitary permit.
AN RE IEWED BY: DATE:2
cc: DPS - OWS Owner H & R & Rec. San. Sedtion
Local PI Plumber Bur. of Health Fac. & Services
County Other
OILHR SBD-6099 (R. 05/82)
Page 1 of 6
MOUND SYSTEM
FOR
A 3 BEDROOM RESIDENCE
FOR
So tt t-3 Y-1 I L_ L
_Z_ zox 3-1
LOCATED IN THE ~E1/y0F THE Nw~/~/OF SECTION 8 T N, R 18 W,
TOWN OF 1t~N}J~C~ctNN lC , sT- C2pix 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
PA GE 6 of 6 P-UlvT PERFORMANCE CURVE
PREPARED FOR
~=A Ll-S ~ GU 1 . 5 q O Z
PRFPA FtED BY
KOZEL, ;'1EGE:ii AND ASSOCIATES
BCX 74 421 NORTH MAIN STREET s,.••4il•aloes,
RIVER FALLS, TdI. 54022 ccC N
CHARLES
KOZEL '
~Al * E-09415
RIVER FALLS, A
`,at 10
WIS.
`f..O, A
r ~1-
Job
it-
PLOT PLAN PA ~E z of -
F~ CNOT Pt~P~R~/ lyue~ Scale
Bz
8►~l~Z+ 31 ~~n
101.9 ~ ~PL
ot.
P-7
t' Sa ~xisr. ~rcNtt CTo 3 ~
P F'rR'~io w~~
v~
i ~S~LL loo0 6s~-4,
EkusT, l-LAJ
S~Rr~ G L.. _ NRP S i°
~I
NOTES I P
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install cast iron pipe 31 onto undisturbed soil both sides of each tank.
3. Install permanent markers at end of each lateral. ( Y required)
4. Install 4" observation pipe with approved cap. ( Z required)
5. Septic tank to be _ ~ooo gallon capacity as manufactured by
6. Bench Mark- Elevation 'E~3*1 .ELIAC0,01av?aPOF CoK.)C aUz, h WhLL ~z'
.
"an z - EL. 1(36, t' t SUP -~,F 1-6ooD FEaJCE POS-7 ZS` %UEST` C4=- 3- 1
Page 3 Of
9 11 of Strow"'Marsh Hay, Or
~ P P I -'ZvEb Synthetic Covering ,
Distribution Pipe 1=Lt- xi - ~oS.S
Medium Sand _
H tG
Topsoil
I
lope. 212 Force Main Plowed
Trench Of Z
e From Pump Layer
ggre~pte
t~ '33
E~rt
Section Of A Mound System Using F o•1-) 4T.
Trenches For The Absorption Area G ~T-
A 3 Ft. H l S
B G3 Ft.
I ~q_ Ft.
s
J Ft.
K Ft.
L 9\ Ft.
W L{3 Ft-
L
I
d B
Ebrvation Permanent
Force Pipes ~ Markers
- - s - l - -
Main From ~ - - - - - - - - - - -
Pump W
ribu ion Trench Of Z'
VDis t t 2 2
Pipe _ Aggregate
JUN 2 61984
Mound Using ? Trenches For Absorption Area
Pertoraied Pipe Deioll
/End View
~PCrtOf O1[L
Znc Lap h PVC PIp[ KP_QYlANEFO- Y7AR1~...c"N2
1 ovl`'ce uo,r• Locoted Or, 5oitor
V~~o~
~c II
Q
PVC Forc[ Moir,
From Pump
PVC ,1
Monilold Pip[ O%S
tom'` ~J~S 11 IbU11DJ/ \ ~
P i p e • I ~
Lost Hoi[ ShoUtd be~
r,[LS to End Gov Q c
End Cap Distribution rtR`_ CLoVOUt
S
X ►~a lh
14 F_2~ th.
Hole Diameter ~Jy Inch
Lateral- ) l/y Inch(es)
Manifold Z Inches
611N 2 Force Main Z Inches
as4P
t'; NoLES PLR 1?- l ti g
1 T~v T EU&M. OF i-LS _1,FT
q 1 4 Y U U li
P1~Prei✓ koL~S I rT Z~/ `,7 ; 1 Zp~ 168 , zl6 , Z6y , 31? , 360
PUMP CHAMBER CROSS SECTION AND SPECIFICATIOAIS
VCUT CAP
`i"C.I. VENT PIPE APPROVED LOCKING
WEATHER PROOF
JUNCTION BOX MANHOLE COVER
- 25' FROM DOOR,
WIMDOW OR FRESH 12 MIU.
F,{? INTAKE ~
GRADE Mill.
~LIrV. 9\ -0 -
~ 18" M►u.
CO►JDUIT
\ X11
+ F'RQV1 Q E i
IIJLET ELEV. aa-0 1I
AI
i~'`~'~•=:~~ ~ I ~ I APPROVED J01NT5
APPROVED JOINT A " ~a 4 6~Y~ i I I W/C.I. PIPE
W/C.z. PIPE Z\0A5
EXT E N D I IJ G 3' ALARM EXTENDING 3'
\ N
_ ONTO SOLID SOIL
Oh1T0 SOLID SOIL B ' P~ '~h ~ , I1 I
C OIJ
ELF-V_ FT. PUMP
OFF
a
D
CONCRETE BLOCK
~c`• RISER EXIT PERMITTED OFJLy IF TAUK MAtJUFACTURER HAS SUCH APPROVAL
coo t SPEC.IFICATIOMS
DOSE
TANKS MAQUFACTLlVF-R:~-f0'ESEZ ` ' NUMBER OF DOSES: PER DA-'J
TAIJK SIZE: sC) GALLONS" DOSE VOLUME
OW= S GALLONS
IMCLUDIKIG BACKFL
ALARM MANUFACTURER:
MODEL IKIUMBER: "CAPACITIES: A= \ '-l)S INCHE5 OR 317 GALLOK15
SWITCH TtiPE: g= INCHES OR - GALL01J5
PUMP MANUFACTURER: ~E \-t-s CQ C,= WCHES OR GALLONS
MODEL MUM6ER, \✓J R~ S D= ~$Y INCHES OR GALLDUS
SWITCH Ty,,-'E: ET 0 )DOTE: NPUMP A~JD STALLEDALARM ARE O CIRCUITS
MINIMUM DISCHARGE RATE `f GPM
VERTICAL DIFFERENCE BETWEEU PUMP OFF AND DI5TRIBUTIOti1 PIPE._ \s-s FEET
+ MImIMUM NETWORK' SUPPLY PRESSURE . . . . . . . . . _ 2.5 FEET
-1- 2~S FEET OF FORCE MAIN X 'z9 F "IFLFRICTIOAI FACTOR__ FEET
TOTAL DJUNMIC HEAD = Z8' FEET
U1Hrl~--TER ~9.S 4 uZ11
INTERNAL DIME-MS10NS' OF TANK: LENGTH ;WIDTH ;LIQUID DEPTH `i
I3o-r~rl }'c\Z = 3.It/X. X9.15 USbI in3. Z31 = ?-1. S GRL~1~1. -
i 510 11
CONSTRUCTION FEATURES
Power Cord-Single phase cord is 20 ft. Power Cord
long with SJTW insulation and has molded
on grounding-type plug. Plugs directly into Cord Seal
standard receptacle, requires no control Bushing \
box. Used with ALC orAWS level controls f I_
for automatic operation.
Potted
Cord Seal Bushing-Cord is potted into steel Leads Capacitor Housing
connector with polyurethane resin for leak proof
seal. X cord nut and rubber grommet clamp the
cord into the bushing. Cord can withstand a pull
of 100 lbs. without loosening connection.
;ff
Motor- Permanent split capacitor-type is i
oil filled for best heat transfer and bearing and
seal lubrication. Operates at 3450 RPM and has
built-in automatic reset overload protection. ( Motor Housing
Motor voltage 200 or 230 volts single phase also '
115 volts for 1/2 HP size unit. Pump Shaft }k
Capacitor Housing -A separate housing permits
mounting of the permanent oil capacitors. Can Bearings
;
replace capacitors without dismantling motor Motor
or pump.
Motor Housing -Cast iron stator is pressed in for Mechanical
best heat transfer and alignment. Seal _ Fasteners
Impeller - Bronze, Tornado non-clogging type.
Has back pump out vanes to protect seal and Motor r - •L JI r~-l
reduce thrust. Bottom
Mechanical Seal-Heavy duty type has carbon Plate
and ceramic faces lapped to a flatness of one '
light band. Spring and all seal parts stainless Impeller I 9r- ' '
steel- Rubber seal bellows is Buna N.
Volute Case -Cast iron has 3/4" full open volute'
to pass solids. Support legs provide proper Volute -
clearance for pump inlet. Case
Bearings - Lower ball bearing takes radial and ! E,
down-thrust loads. Upper sleeve bearings take
radial loads and have thrust washer to absorb any up-thrust.
Corrosion Resistance-All iron parts are coated PERFORMANCE CURVES
inside and out with baked-on epoxy paint. All
~;c z -
machined surfaces are re-coated with epoxy
-77
_
after machining. \NHRE SERIES EFFLUENT PUMPS fY y.
s a ~R7 ~+r _
y'-~ •scr - ~v=d.;,CAPAGIFTY LIFTERS PER MINUTE..-YSr.,'sr
p
170
~-10~ I 1 y
- - - J.-I ~Ol~
4E _80
, 'yo.,l pz _
,JUN 2 ~ 1984 LU wtigF,o~
Z 70
Wy SF I ~ 1+ .n ~
5
w 60
r !
,t
i s r ~ ES t - u~
r
16
< 50
40
30
_ 20
j -4 # I r T F e _
zt:
'7 4
0. 40-.-.r~~-.:✓60--"80l
' CAPACITY GALLONS PER MINUTE-
l
pl ~
.
ST. CROI X COUNTY
~ +y~y
WI SC O N S I N
ZONING OFFICE
- 796-2239 (HAMMOND)
425-8363 (RIVER FALLS)
HAMMOND, WI 54015
SeptembeA 20, 1984
Madeey C. Lundeen
GitbeAt, Mudge 9 PoAteh
110 Second StAeet
Hudson, WI 54016
Dean Mt. Lundeen:
In ttuponse to youh coAAe,5pondence o6 September 7, 1984, I wtt attempt
to ceaAi.6y your questions regarding the John MitteA septic system.
On June 15, 1984 John MitteA was issued a v.iotation noting a 6aiti,ng aseptic
system. He was in v,iotation o4 6.2 o4 the St. Croix County Zoning Or-
dinance, 144.24(10)(d), Wisconsin Statutes, and ILHR 83.02 (18)(2), which
de6.ina a 6aiQ,i.ng system in the 6ottow,ing wotcdts : "The dis chawtge o6 sewage
to the u t6ace o6 the ground or to a drain tite". At the time the v.iotation
was issued, there was ittegat discha,%ge o6 sewage to the ground.
The probtems with this system ~shoutd have been noticed by ponding, indicating
the dis choAge.
TheAe6ore, in my opinion, the system couf-d not be teamed "in good wotch ing
condition".
You may reach LeAoy Jansky at 13 East Spruce Stheet, Chippewa PaPX,s, WI
54729. His te.2ephone nu.mbeA is (715)723-8786.
Shou,F?d you have any 6uAtheA questions tcegaAdi,ng this subject, ptease 6eeC
6ttee to contact this o64ice.
S.ince,tety,
T omas C. MMettson
Assistant Zoning A dm,inisttcatott
GILBERT, MUDGE & PORTER
ATTORNEYS AT LAW
WILLIAM J. GILBERT " TELEPHONE
ROBERT W. MUDGE 110 SECOND STREET 715-396-5W
JOEL D. PORTER HUDSON, WISCONSIN 54016 k 612-436-5834 'BRADLEY C. LUNDEEN
September 7, 1984 Mr. Thomas C. Nelson
Assistant Zoning Administrator con
St. Croix County
P. O. Box 227
1030 Davis Street
Hammond, Wisconsin 54015
Re: John and Patricia Miller
Dear Mr. Nelson:
I have been retained by John and Patricia Miller regarding
problems with their septic system. Their offer to purchase states
that the septic system was in "good working condition". The offer
also states that the seller had no problems with the septic system.
I understand that by letter dated June 15, 1984, you notified
the Millers that they had a "failing septic system". I would like
you to write me a letter detailing exactly what was wrong with the
septic system. I would also appreciate your opinion (1) whether the
septic system was in "good working condition" on September 1, 1983
and (2) whether the seller would have noticed any problems with the
septic system prior to September 1, 1983.
If you should have any questions please call me. Thanks for
your anticipated cooperation.
Sincerely yours,
GILBERT, MUDGE & POR
Bradley. . Lundeen
r
BCL/sc
cc: John & Pat Miller
P. S.
I would also like to know how I might reach,Mr. Leroy Janski, State
On-Sight Waste Specialist. I would also like to know whether and to
what extent Mr. Janski has knowledge of the old "failing septic system".
BCL
Department of Industry, Labor and Human Relations
Division of Safety & Buildings
Bureau of Plumbing
P.O. Box 7969
pEPRRTfTIDILHA
T WV
0USTRV.LR00 GN MgnR LRT1 S Madison, WI 53707
Tel. (608) 266-3815
QG` IN ALL CORRESPONDENCE
REFER TO PLAN
IDENTIFICATION NO.
NAME OF PROJECT
00-
~R ATE SEWAGE ONLY
PLUMBING PLANS Received:
-''~ENERAL
LOLATION Priority Plan Review Only
CITY OR TOWN COlUa y
Examination of plumbing plants and specifications for this project has been
completed. In accord with Chapter 145, Wisconsin Statutes and the Wisconsin
Administrative Code, the plumbing plans and specifications are approved
.contingent upon compliance with the stipulations shown on the plans. Please
review your code for the requirements of each code section noted.
The licensed plumber responsible for this installation shall keep at the
construction site one set of plans bearing the department's stamp of approval.
The installer shall also notify the appropriate inspector of wner required
inspections are to be made.
To the avant installatinn h&
s
,alaornyal will he yoiri anri nai
In granting this approval, the Division of Safety and Buildings does not hold
itself liable for any defects -in plans or specifications, plan omissions or
examination oversight, and reserves the right to order changes or additions if
necessary.
This approval is based on Wisconsin Administrative Code requirements. It
shall be necessary to obtain and fulfill the permit requirements of the city,
village, township or county in which this installation is to be made. Failure
to obtain local permits will automatically void this approval.
Sincerely,
For Private Sewage Systems Only:
l~L This approval is valid for two
qBuyears or it will be valid until
gt the expiration date of the initial
reau Dire or sanitary permit.
LAN REVIEWED BY:r DATE:,
cc: DPS - OWS Owner H & R & Rec. San. Se tion
Local PI Plumber Bur. of Health Fac. & Services
County Other
DILHR SBD-6099 (R. 05/82)
Pa ° 1 of
MOUND SYSTEM
FOR
A _S_ BEDROOM RESIDENCE
FOR
So PJ 1 _l I LA- i~2
R z~ o x 9't
2~a{=~-~S, ~1 S~l~Z3
LOCATED IN T- ~-E%/c/OF THE Mw)/~/OF SECTION a T N, R 18 W,
T G1N OF rc:N~~ cct NN 1 C J Cn lX COUNTY, WISCONSIN .
INDEX
PAGE 1 of 6 TITLE SHEET
PAGE 2 of 6 PLOT PLAN
PAGE 3 of 6 PLAN VIEW-CROSS SECTION
PA GE 4 of 6 DISTRIBUTION PIPE LAYOUT
PAGE 5 of 6 PUMPING CHAMBER
PAGE 6 of F`JTT PERFORMANCE CURVE
FREPAQED FOR
Qu L_ C~;z~ mil L~xa S
2vv~ S
Z-
P? EPA :ED BY
KOZEll AND ASSOCIATES
BCX 421 NORTH MAIN STR.EE'`' ♦++°°O
•
rI VER FALLS , W1. 51022 .•~~~5 C N S/ P
lot
CHARLES * KOZEL
E-09415 a
RIVER FALLS, a
.s WIS.
~3, l1
•
e, S/0NAL E~° so
Job rr?>1/-83
PLOT PLAN PA GE
NoT ~~a?`~~ LJ'~~) Scale 1"=t4'0'
~t
DIY ~
r o >
FU
NR~ COy~Itio
s►~ Z
A j
v~
S~ne 't~lz
~~ST. LtrJ
Q~p~ - 8H
1^.~.L 3
iy
NOTES P I
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install cast iron pipe P onto undisturbed soil both sides of each tank.
3. Install permanent markers at end of each lateral. ( required)
4. Install 41' observation pipe with approved cap. ( ? required)
5. Septic tank. to be ova gallon capacity as manufactured by
6. Bench Mark- Elevation T1 )E" ,JOO.o'o~T~POF i LOCrc !)P-,L<
r-
r--; ',F
Pane 9r"
9 I of Stro 0"Morsh Hay, Or
FIPPRovE~10 Synthetic Covering
Distribution Pipe E;LEv-
Medium Sand
Topsoil F
4
1
lope: i " i" Plowed
Trench Of '2 - 2 z Force Main
4 From Pump Layer
ggreq~te
T
`Section Of A Mound System Using F o•~~
Trenches For The Absorption Area G \ ~T-
A 3 Ft- H S r~-
B o3 Ft.
I l` _ Ft
Ft.
K Ft.
L 9 \ Ft.
,t ~~t - : - w 43 Ft.
L
i
I
J ~
-B -K
j ,
Obser-wotion Permanent
- - Markers
- PiD-PI
Force
- - - -
Main From +7 i ------1-- J
Pump -T--- - - - - - -
W b
Distribution Trench Of - Z 2 2
I Pipe _ Aggregate
Mound Using Trenc;^.es For Absorption Arec
P rfor01ed Plpe D'
/ Enc V-
rrferoleC ~ -
/ PV, F:vr tI P~_~ lP>J=IJT t-;%,RK/--k
Inc Cow', %
uo;rs locoled Or, 50110m.
l Jo, ,c
-ys :,rr Eauolly Svoced
~S
PVC Fo.ce Main
Fr"m FumP
PVC GL
MonilolG Fier
?v,
ost HOIe StICUIC ^c~ I A
N,.1 Jo End Cc['
En^ Cao Disiributlon mt ILovou1 ~`"Y -~0 T•
c
AI~
4a to
f 14 i h
)J
Hole Diameter _ Inch
Lateral Inch(es)
Manifold Z Inchon
rF , t,.4` Force gain Z Inches
If FL z `7~ t~~IbB~ z16t~ , -
PAGE OFD
PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS
VEIJT CAP
9"C.I. VFMT PIPE I WEATHER PROOF APPROVED LOCKING
JUAICTION BOX MANHOLE COVER
> ?-5' FROM DOOR,
WINDOW OR FRESH 12 MIU.
Alai INTAKE
GRADE
IB1 MIIJ.
CO►JDUIT
F'ROVI.pE ~
THEFT es.O AI TIGHT 5.EAL, III
~j~ yl, •y'~` i i I I
A APPROVED JOINTS
APPROVED JOINT A 4y t
III 1n/ C.=. PIPE (i ~ ..~`4~~ I III WIC.?". PIPE
/ ALARM EXTtNDING 3'
EXTENDING 3 ONTO SOLID SOIL
ONTO SOLID SOIL B t~N6 r , II
I F I OM
ELEV o FT PUMP-~ OFF
i D>~ u
CONCRETE BLOCK
6
k
I RISER EXIT PERMITTED OL1Ly IF TAtJK MANUFACTURER HAS SUCH APPROVAL
3 SPECIFICATIONS
DOSE
TAIJKS MANUFACTURER:wl ESEZ 06_V_~~V-ZS'NUMBER OF DOSES: PER DAU
TAtJK SIZE: SS) GALLONS DOSE VOLUME
vTe INCLUDING BACKFLOW: lS ° GA'~LONS
ALARM MANUFACTURER: S'S
I
MODEL CAPACITIES: A=)S'NC IFS OR '17 GALLONS
71
SWITCH TYPE: g = INCHES OR GALLONS
PUMP MANUFACTURER: G = ? INCHES OR GALLOA!S
`AODEL NUIy DER: ' D= INCHES OR GALLONS
SWITCH Ty:'E: IJOTE: PUMP AND ALARM ARE TO 5e.
3-~ INSTALLED ON SEPARATE CIRCUIT]
MINIMUM DISCHARGE RATE GPM
VERTICAL DIFFERENCE 5ETWEEK1 PUMP OFF AND DISTRIBUTION PIPE.. \'_S'S FEET
} MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . 2.5 FE.ET
~S FEET OF FORCE MAIN X 2.Z9 FYoFTF9ICTI0i,1 FACTOR-- FEET
TOTAL DyAJAMIC. HEAD = 7 Q' F E.ET
-
INTERNAL DIMLMSIONS OF TANK: LENGTH ;WIDTH --;LIQUID DEPTH.
A
510 11
CONSTRUCTION FEATURES
_ Power Cord - Single phase cord is 20 ft. -Power Cord
long with SJTW insulation and has molded
on grounding-type plug. Plugs directly into Cord Seal
standard receptacle, requires no control Bushing \
box. Used with ALC or AWS level controls
for automatic operation. j
Potted
Cord Seal Bushing-Cord is potted into steel Leads_ Capacitor Housing
connector with polyurethane resin for leak proof ! I~
seal. A cord nut and rubber grommet clamp the
cord into the bushina. Cord can withstand a pull
of 100 lbs. without loosening connection. i mss;,
Motor- Permanent split capacitor-type isE
oil filled for best heat transfer and bearing and
seal lubrication. Operates at 3450 RPM and has built-in automatic reset overload protection.
Motor voltage 200 or 230 volts single phase also Motor Housing
115 volts for 1/2 HP size unit. Pump Shaft
Capacitor Housing-A separate housing permits. I ~
mounting of the permanent oil capacitors. Can :;;Bearings
replace capacitors without dismantling motor Motor
or pump.
Motor Housing-Cast iron stator is pressed in for . Mechanical
best heat transfer and alignment. Seal {j Fasteners
Impeller- Bronze, Tornado non-clogging type.
Has back pump out vanes to protect seal and Motor
~
reduce thrust. 'i Bottom
Mechanical Seal - Heavy duty type has carbon Plate
i t,~
t s
19
and ceramic faces lapped to a flatness of one sue'
light band. Spring and all seal parts stainless Impeller
steel. Rubber seal bellows is Buna N.
Volute Case-Cast iron has 314" full open volute
to pass solids. Support legs provide proper Volute
clearance for pump inlet. Case
Bearings - Lower ball bearing takes radial and e
4
down-thrust loads. Upper sleeve bearinas take
radial loads and have thrust washer to absorb
any up-thrust.
Corrosion Resistance - AII iron parts are coated PERFORMANCE CURVES
inside and out with baked-on epoxy paint. All
machined surfaces are re-coated with epoxy
after machining. tic wHRE sues EFFLUENT PUMPS
_ ~ 3==y.-.CAPACr7Y LITERS PER MINUTE _ . r~ r+t t _ a
=100 150-250 ..900..;-350 - :r -
Y _
110
32
s I CC
_ '0 i ~h I z -
60
gFsl"F { w c
I bC~s 1 9 I 76 r
~t
°r t
x_ ~ 40 k '12
30
~ZS 1 i. j 1 'd eft
20
_ J
✓60-.+. 60 .`t loo ' n
MINUTE C' "rl' GALLONS PER INUTE'
'l
Wisconsin Department of Industry,
PLB-1 INSPECTION REPORT Labor & Human Relations
Safety & Buildings Division
Bureau of Plumbing
Name o remises Date an T.Il--go
Street City County Sanitary Permit W'
Master Plumber Firm Name dress
Journeyman Plumber Address
wner Address
t
- -
t
•
P'
-...~.-,......~«m.,~..~..,.~..~.......~.,.~...,....~~ n... .q , _._.,.,...m _.__._,....,..._.,_....M......._-a......~..~w ..,_.~........._.,E _...w~..a.e.,...~....~......,
,_..».a. ~.a . "•f -.,,..'.:..5..-.,e,..,.~.,..e ~ N ~,z j,',,. ~ r _ W
i r
e~,»- .......m....., a a,....,...,.~ ...ti. ~..e,....,®.,...P.,.... -
a
ter, X4 f,l f /J I R .i 4
t
Discussed with- Signature
( )See Attached.
DILHR-SBD-6192 (R.10/82) Signature of Dist. Plumbing - up. n} i e Waste pec1a ts, -
Inspector Local Inspector Plumber or Responsible Party Owner