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Parcel 040-1110-30-000 01/11/2006 07:54 AM
PAGE 1 OF 1
Alt. Parcel 28.28.19.444C 040 - TOWN OF TROY
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
O - RABENS, FRED T & SUSAN E
FRED T & SUSAN E RABENS
146 BJERSTEDT LA
RIVER FALLS WI 54022
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description 146 BJERSTEDT LA
SC 4893 SCH D OF RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 5.000 Plat: N/A-NOT AVAILABLE
SEC 28 T28N R19W THAT PT OF E 30 RDS OF /61ock/Condo Bldg:
SE 1/4 THAT LIES N & W OF TN RD AS NEWLY
LAID OUT IN 1974 676/562 APPROX 5 AC Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
INCLUDES P425B 28-28N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
11/05/2002 697222 20361447 WD
07/23/1997 699/313.
2005 SUMMARY Bill M Fair Market Value: Assessed with:
102868 310,200
Valuations: Last Changed: 07/21/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 5.500 75,000 223,600 298,600 NO
Totals for 2005:
General Property 5.500 75,000 223,600 298,600
Woodland 0.000 0 0
Totals for 2004:
General Property 5.500 75,000 223,600 298,600
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch M 131
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Parcel 040-1110-40-150 01/11/2006 07:59 AM
PAGE 1 OF 1
Alt. Parcel 28.28.19.445A-10 040 - TOWN OF TROY
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
O - NELSON, BRIAN T & LISA M
BRIAN T & LISA M NELSON
138 BJERSTEDT LA
RIVER FALLS WI 54022
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 4893 SCH D OF RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 6.716 Plat: 3561-CSM 13/3561
SEC 28 T28N R19W NE SE BEING LOT 1 CSM Block/Condo Bldg: LOT 1
13/3561 ALSO COM NW COR LOT 1 CSM
13/3561 POB;TH S 23 DEG E 351.55';TH S Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
00 DEG W 448.53';TH N 89 DEG W 32.15' TH 28-28N-19W NE SE
N 07 DEG W 778.73 POB
Notes: Parcel History:
Date Doc # Vol/Page Type
04/04/2002 675447 1867/265 ALC
04/04/2002 675445 1867/262 QC
09/15/2000 629940 1543/15 LC
04/20/1999 601608 1420/185 WD
2005 SUMMARY Bill Fair Market Value: Assessed with:
102870 391,000
Valuations: Last Changed: 09/06/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 6.716 77,000 299,300 376,300 NO
Totals for 2005:
General Property 6.716 77,000 299,300 376,300
Woodland 0.000 0 0
Totals for 2004:
General Property 6.716 77,000 292,600 369,600
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Ci~r? i'IF'I: D SURVEY 1~' ,p
ri . 71: N1O PHY 0 ' MAI_,L:-Y
Part D;, the ',,1ortheae?; 1/4 ',he Southeast 1/4 of 3ertion Township 2~ Novti, Range 19
west !'own of CroJ x County, Wisconsin
EI/4 COR. SEC.28,T28N, R19W~
N I/4 COR. SEC. 28, T28N,Ri9N, (COUNTY SURVEYOR'S MON.)
i COUNTY SURVEYOR'S MONO _ UN_PL-AT-TE-D LANDS'
E 1W 1/4 LINE
N90° 00'00' E
I 2
48C. 23'
- 14.77'
33, _
33' m
N
F
/ N
c)
41
/ / V7
O
W
2
LOTI = 3.964 ACRES /
a
172,676 SO. FT. /
/ w
z
w
J -
r g
~ o
e
y0 L O~
C5 ir 2
66'TOWN ROAD w ~
~ N
J fn
9 /
N / SCALE I"= 100'
N /
N
/
0 50' 100' 200' 300
OD '
M /
~ UNPLATTED LANDS
n
• Indicates 1" iron pipe found
c) InlilcatF e~ 1" x ?4" iron T'ipe waif-hint; 1 °1 j Ib:3.,/I in. ft,. set
CURVE DATA
!NF...ATTED / -ANUS
- -
/ CURVE CHORD BRNG CHORD ARC CENTRAL ANGLE RADIUS PAN BEARINGS
I-2 S29°1(3'09"W 194,24' 19532' 20.51'42 53644' 1ST S18. 5016"W
2ND S 39.42 00" W
3_ q S 20°19'47.5"W 425.64' 433.86' ~ 38-44'25'.' 641.66' ISTS 39.42'00"W _
?.NDSOO35"W
ita to of Wisconsin)
/ County of Pierce)
/ I, James Murphy, Registered Land Surveyor, do hereby certify
r:naL by a:irect.ion of the owner, K. Timothy O'Malley, I have sur-
v,,yPd and vide the lands shown hereon in accordance with off-
rerordr 1, ("'flat)txr '"If' Of 'w.i:u•rrrr:Orl :~tnt.llt,3a;: t3nri t.tu Orriinrlncu~n
:-t,° Crcix County; ".riri that t;1.r, ahoy' rrn< p am-1 descr•ijAiorl arr~ a
tr•1(e and correct representation thereof . \\`\\\~~~~~n~tIII IIt G O
~ted: 1 j Septemb 19x83 ~ ~~~\\\~\S.N
33 33'
JAMES L.
~ ~ ~ L. ~ ' • ~
/Dame's Phy = i MURPHY
Vol. Page Mar
('r=rt _fied Survey Maps ~iiegistered Land Surveyor 1 0 4 2 i4
l lY FALLS,
J ` Wisc. J~
DESCTtl PTION ON REV rR SI)
LIA,N
1'u 1 w 5 T C 1 00
Owner of Property !C f✓/ tx'~z_~ r/
.Locatlua of Propertyi 1114 ' X41 Sectiun
,r
Township
M a 111 n b Address _ ~t_ -i-------- "
~-7
C--~..__~~-=.-.~~~-L_~_._~
Subdivision Name
Lot Numbar
Previous Owner of Property ~j/1iI!~ r~!~l✓r~
TOtal Size of Parcel`
Date Parcel Was created--__1'
Are all corners ldentifiable? Yes No
✓
include with this aj)1!Catior1 one of tide fulluwilij~:
Certified Survey Maps'
.Deed
.Land Contract, Or
.Other legal DacuUleClt whlc)s describes the propej~ty
PHOPEHTY OWNER CEHTIFICATION 0;
I (We) certify that all statemunts on this torrn are true to the best of my (our)
knowladgu; that I (we) am (are) the owner(s) of the property described in this G~
inforrnation form, by virtue of a warranty deed recorded in the Office of the
County Register of Dauds as Document No. ; and that I (we) elm 5
presently own the proposed site for the sewage disposal system (or I (we) have
obtained an oasument, to run with the above described property, for the
construction of said system, and the same has been duly recorded in the Ottice
of the County Hegister of Deeds, as Docurnunt No.
2
5101 ^TUAE OF OWNER SIGNATURE OF CO.OWNEH (IF APPLICAHLk)
DATE !"UNEO PATE 5iGNED
ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
+ r1} 1z , 796-2239 (HAMMOND)
x ' a~ rt3't:r 7 425-8363 (RIVER FALLS)
HAMMOND, WI 54015
January 13, 1986
Henry Nechville
R. R. 1, Box 299
Roberts, WI 54023
Dear Henry:
We have been holding the Sanitary Inspection Sheet for the following
system (s) :
Richard G. Buck - Town of Warren
Reuben Fritsche - Town of Kinnickinnic
Kenneth Scho- oettC~ Town of Troy
Please turn the As-Built into this office as soon as possible, so that
we may complete our file.
Until such time as all As-Builts are received by the Zoning Office, no
further permits will be issued, or inspections made.
If you have any questions, please feel free to contact this office.
Sincerely,
Thomas C. Nelson
Assistant Zoning Administrator
mj :1/86
APPLICATION SAFETY & BUILDINGS
DEPARTMENT OF
INDUSTRY, FOR SANITARY ; DIVISION
LABOR AND PERMIT P.O. BOX 7969
HUMAN RELATIONS (PLB 67) MADISON, WI 53707
Attach plans for the system on paper not less than 8% x 11 inches in size. Include a plot plan that is dimensioned or drawn to scale. Horizontal
and vertical elevation reference points must be shown. All appropriate separating distances and physical characteristics as specified in chapter
H-63, Wis. Adm. Code, must be shown. An index page or each page must be signed, sealed and dated by the designer. If designed by a Master
Plumber, the date, signature and license number must be shown. A legible reproduction of the soil test report or the owner's copy must be
included.
Property Owner: Mailing Address:
/Y 4'W 7- 33
Property Location: City, Village or ownship: County:
/tf, C- '/4,S' '/aS iT NiR~ E (or
Lot/Nfu~mb r: BISubdivision~Name: Nearesstt R d, Lake or Landmark: State Plan I.D. Number:
(if
TYPE O UILDING
Number of
Public* ❑ Variance* ❑ Other (specify)* Bedrepms:
Feel or 2 Family *State Approval Required.
TOTAL NUMBER PREFAB POURED-IN STEEL FIBERGLASS NEW REPLACE- OTHER
GALLONS OF TANKS CONCRETE PLACE INSTALLATION MENT (Specify
SEPTIC TANK CAPACITY t ~O S 5 IV
HOLDING TANK CAPACITY IYf+
LIFT PUMP TANK/SIPHON CHAMBER `j5 D ! r- S /V S
MANUFACTURER:
EFFLUENT DISPOSAL SYSTEM
PERCOLATION RATE ABSORPTION AREA
(Minutes per inch): PROPOSED (Square feet): New ❑ Replacement ❑ Experimental ❑ Seepage Bed Seepage Pit
lx~6F Alternative (specify) /IV/} Ld ❑ Seepage Trench
Water Supply: Owner's Name as Listed Soil Test Report (If other than present owner):
2P ivate ❑ Joint ❑ Public
I, the undersigned, hereby assume responsibility for installation of the private sewage system shown on the attached plans.
Name of Plumber: ~J~ Signature: M PRS o.: Phone Number:
~
Plumber's A ress: Name of Designer:
COUNTY/DEPARTMENT USE ONLY
Sign n at re of Issuing A t: F e: Date: oo APPROVED ED Sa~niftary Permit Number:
7 _q01 ❑ DISAPPROVED / ~3
Reas for Disapproval:
Alternate course(s) of Action Available:
Change of ownership, building use or plumber requires a Sanitary Permit Transfer Form (67-T) to be submitted to the county prior to in-
stallation. Failure to comply will void the sanitary permit.
DISTRIBUTION: White-County, Canary-Bureau of Plumbing, Pink-Owner, Goldenrod-Plumber
DILHR-SBD-6398 (R.07/81)
DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR SAFETY & BUILDINGS
,I!ABOR & HUMAN RELATIONS PRIVATE SEWAGE SYSTEMS DIVISION
P.O. BOX 7969 BUREAU OF PLUMBING
MADISON, WI 53707
❑CONVENTIONAL E3ALTERNATIVE state Planl.D.Number
80)4762
❑ Holding Tank ❑ In-Ground Pressure ® Mound
___~AADDRR OF PERMIT HOLDER. INSPECTION DATE:
NAME OF PERMIT HOLDER.
Kenneth Schoettle RR4#3, River Falls, WI
REF. PT. ELEV.: CST REF. PL ELEV..
BENCH MARK (Permanent reference point) DESCRIBE IF DIFFERENT FROM PLAN
NE SE Section 28, T28N-R19W, Town of Troy Sanitary Permt Number
Name of Plumber. MP/MPHSW No. County
3258 St.Croix 43673
Henry Nechville
SEPTIC TANK/HOLDING TANK:
ROVID EDLABEL PROVIDED OVER
MANUFACTURER LIQUID CAPACITY. TANK INLET ELEV.. TANK OUTLET ELE V.. I
OYES ONO OYES ONO
NUMBER OF ROAD PROPE RTV WELL BUILDING JVENTTOFRESH
BEDDING. VENT DIA.. VENT MATL HIGH WATER LINE. AIR INLET.
( ALARM' FEET FROM
OYES NO 7/ DYES No NEAREST
DOSING CHAMBER:
MANUFACTURER BEDDING . LIQUID CAPACITY PUMP MODEL PUMPiSIPHON MANUFACTURER. ROVIID DLABEL PROVIDED OVER
DYES ONO DYES ONO OYES ONO
PUMP AND CONTROLS OPERATIONAL. NUMBER OF PROPERTY WELL BUIL DING.(VAER ToETRESH
GALLONS PER CYCLE: LINE
(DIFFERENCE BETWEEN FEET FROM PUMP ON AND OFF( OYES ONO NEAREST
7771 7771 DIAMETER MATERIAL AND MARKING
SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing =FO or exc
avation. (If soil can be rolled into a wire, construction shall cease untithe soil is dry enough to continue.)
CONVENTIONAL SYSTEM: / LIQUID
BED/TRENCH WIDTH. TELEV GTH No. OF IS R. PIPE ACING MATERIAL' PIT INSIDE DIA. 3ZP S DEPTH
TRENCHES MATERIAL! P DEPTH
DIMENSIONS
NUMBER OF PROPERTY W LX UILDING VENTTOFRESHI
GRAVEL DEPTH FILL DEPTH PIPE DISTR. PIPE DI TR. IPE A 11 L. NO. DISTR LINE. AIR INLET.
BELOW PIPES ABOVE COVINLET ELEV. END PIPES FEET FROM
NEAREST
MOUND SYSTEM:
Mound site plowed perpendicular to slope Check the texture of the fill material for PROVIDE A DIAGRAM OFSYSTEM
and furrows thrown upslope: mound systems to make certain that it ON REVERSE SIDE. SHOW ELEVA-
meets the criteria for medium sand. TIONS MEASURED.
OYES ONO
ERS.
SOIL COVER TEXTURE PERMANEN T MARK OBSERVATION WELLS
OYES ONO OYES ONO
SODDED SEEDED IMULCH111.
DEPTH OVER TRENCH. BED DEPTH OVER TRENCH: BED DEPTH OF TOPSOIL
CENTER EDGES OYES ONO
OYES ONO OYES ONO
PRESSURIZED DISTRIBUTION SYSTEM: FILL DEPTH ABOVE COVER
WIDTH HLENGTHNO. LATERAL SPACINGRAVEL DEPTH BELO W PIPEBED/TRENCH ES I DIMENSIONS MANIFOLD LD DISTRPIPE MANIFOLD MATRIAPNOEDISTRDD i$ATRPIPE DISTIBUTION
PIPE MATERIAL & MARKING.
t 1 . 2 L5 ,
ELEVELEV.'. IPS ELEVATION ANO , 1 0 -10 -
DISTRIBUTION COVER MATERIAL VERTICAL LIFT CORRESPONDS TO APPROVED
INFORMATION HOLE SIZE HOLE SPACING GRILLED CORRECTLY PLANS. 1/ 1 jKjYES O NO OYES ONO
NUMBER OF PROP ERTV WELL BUILDING
COMMENTS: PERMANENT MARKERS. OBSERVATION WELLS LINE:
FEET FROM
YES NO YES NO NEAREST
Sketch System on Retain in county file for audit.
Reverse Side. TITLE'
SIGNATURE.
DILHR SBD 6710 (R. 01/82)
Department of Industry, Labor & Human Relations
Division of Safety & Bldgs.
State or I Wisconsin Bureau of Plumbing Platting & Fire Protection
P.O. Box7969
Madison W1. 53707
Tel. 608-266-3815
, e~ 7 f /lam ee-I', IN ALL CORRESPONDENCE
REFER TO PLAN
IDENTIFICATION NO.
'or
, cF^
NAME OF PROJECT//
TYAPP 72"
ST_.,EET AND NO.
Cl TOWfl
NTY STATE
YE ZIP
OWNER
Gentlemen:
Examination of plumbing plans and specifications for the above-mentioned project has been completed. In accord with Chapter 145,
Wisconsin Statutes and Wisconsin Administrative Code, the plumbing plans and specifications are approved contingent upon com-
pliance with the stipulations indicated on the plans. Please review your code for the requirements of each code section noted.
The architect, professional engineer, registered designer, owner or plumbing contractor shall keep at the construction site one set of
plans bearing the stamp of approval of the department.
Jhooo .,I~.,o hof.,ro ,
In granting this approval, the Division of Safety and Buildings does not hold itself liable for any defects in plans or specifications, plan
omissions, examination and reserves the right to order changes or additions should conditions arise making this necessary.
This approval is based on Wisconsin Administrative Code requirements. It shall be necessary to obtain and fulfill the permit require-
ments of the city, village, township or county in which this installation is to be constructed. Failure to obtain local permits will auto-
matically void this acceptance.
For Private Sewage Systems Only:
Sincerely, This approval is valid for tvio
years or it will by valid until
the expiration: date of the initial
sa()i,ary hermit,
James Sargent-Bureau Director
PL S EV EWED DATE:
cc: DPSQgWS_ Owner DILHR
Local PI Plumber H & R (2)
Mfg. Rep. Bur, of Health Fac. & Services
D I LH R SBD-6099 (N. 06/80) Rec. & Env. Services
" 0,00 ODE Y SHE-,El'
~~J71f t:~S . I~T• 3 ~OCl1~tJS U~1/~~~ ~i~. /~iU c.~ ~~9 S
SiT,~7 10CA7"1 G,Aj T-2-F
/.CIO// c
ClF Eo~~
Ir fJ ~J ~=C- c / cS~C/ / f QC's /C
off= ,vC W _1 v (,W i_2 01V G/eAli rm ,-,ac 7_0X 5' OF 5`i" rZ-
, ~ G 1Q t j-' p a~ ,u rc 4,c > 50 f~ CC'S ~ ~i Tci
_ iAj
Ali
nj eI} /PLC 0 /t~
6f- PZ,4AJ
PA (j,5- 2- 0 u 7-
f -
Q6- &
P,.
a 1 i~
L) k EP,
1 n
P
PT //V
/Uo
r '
Ho-MZ;= TESTING Co.
RT.3, O'NEIL ROAD
t39zY.
f~ STATE OF WISCONSIN DILHR
DIVISIO OF SAFETY &
Sy SYSTEMS BUREAUNOF PLUMBING BUILDINGS
l PRIVATE SEWAGE
201 E. Washington Avenue, Rm 178
PLAN APPROVAL APPLICATION P.O. Box 7969, Madison, WI 53707
608.2663815
INSTRUCTIONS: Please fill in all applicable data and submit this form with plans. Plans will not be reviewed until all fees are received"
The bark side of this form describes required plan information. Plumbing codes can be purchased from the Department of Administration,
Document Sales, 202 South Thornton Ave., Madison, Wisconsin 53703, Telephone (608) 266-3358.
11. PROJECT INFORMATION Type or print clearly) _f_6evision To Plan Number:
Name of Submitting. Party (Plans returned to same) Project Name
Alec-I, Sc 41 C)6~-
Street & No. or Rural Route Project Location - Street & No. or Legal Description
City or Village State Zip City El County
/1 C!h6 5 ~10 / -5- - Village ❑ OF: y7o~
Town
Telephone No. (include area coda)
i f s 7 L/ 9 ~3-Z
I Designer y , 6 y, at• Wo. (include area code) Owners Name Telephone No. (include area code)
Street & No. Street & No.
City or Village - i VOISSIL ROAD Zip City or Village State Zip
2. APPLICATION FOR:
Conventional System - Public Building (1) New Mound System (3a) ❑ Holding Tank (2)
❑ Replacement Pressurized System (4b) ❑ Replacement Mound (4a) ❑ Petition For Modification (6)
❑ New Pressurized System (3b) ❑ System in Fill (1) ❑ Other Alternatives (5)
❑ System in Flood Fringe (1)
❑ Groundwater Monitoring (7)
3. FEE COMPUTATIONS (Include existing tanks) 4. FEE SUBMITTED FOR OFFICE USE
MAKE ALL CHECKS PAYABLE TO DILHR 5~ V
3a- 750 - 1,500 gallon septic tank -30.00 4a.
3b. 1,501 - 2,500 gallon septic tank -40.00 4b.
3z. 2,501 - 4,000 gallon septic tank -55.00 4c. -
3d. 4,001 - 8,000 gallon septic tank -70.00 4d. -
3e. 8,001 -12,000 gallon septic tank -85.00 4e.
3f. Over 12,000 gallon septic tank -100.00 4f.
39. 500 - 1,000 gallon dose charnber -30.00 49,
3h. 1,001; - 2,000 gallon dose chamber -35.00 4h.
3i. 2,001 - 4,000 gallon dose chamber -50.00 4i.
31. 4,001 - 8,000 gallon dose chamber -65.00 4j.
31k. { 8,001 -12,000 gallon dose chamber -80.00 4k.
31. Over 12,000 gallon dose chamber -95.00 41.
3m. 500 5,000 gallon holding tank - 30.00 4m.
3n. 5,001 - 10,000 gallon holding tank -40.00 4n,
3o. Over 10,000 gallon holding tank -50.00 4o.
3p. Groundwater Monitoring Per Lot -32.00 4p.
(other than a proposed subdivision) Subtotal
3q. Priority plan review: (walk through) 4q. _(a C2
Submittal of plans in person,
by appointment, with double fee
3r. Petition for Modification
Setback -20.00 4r.
Site evaluation -50.00
Total Fee 4-2 )
DILHRSBDF748 (R. 02183) NOTE: Fees subject to change on July 1, annually. -OVER
I ( I i~ y y s
2 c~IA
>,i 111 ~ C- v
C~l
VDL
ti)
lz~l
Q O
~ ~ ga3
f? O s
i
r
r
C-, NJ io)
B3 Page Of
R~G1519
Straw, Marsh Hay, Or
"y
Synthetic Covering
Distribution Pipe
Medium Sand
--i H - - G
Topsoil -
F
t'ASwyil~` 11
3 E _fD
~ f
% Slope
Bed Of 2 -2
Force Main Plowed
Aggregate From Pump Layer
sir t D 2-
Ft
E J~ 2-
<;T C~ Cross Section Of A Mound System Using - - Ft,
A Bed For The Absorption Area F <75 Ft<
G AO Ft.
A r0 _Ft. H Ft.
S yned:
- B _~O F t .
License Number: K / Ft.
Date: L 79 Ft.
d~ Ft.
I l Ft. fb
W Ft. Observation Pipe---,\
z 01 j \ - I - 9 ~N '
Sz,
W o -
I
Distribution Bed Of 2 - 2 2
Pipe Aggregate
Observation Pipe Permanent Markers
IY/I
t~~ J/P
3
X ~t
Plan View Of Mound Using A Bed For The Absorption Area
Page ur
Perforated Pipe Detail X
End View
)Perforated
End Cop I° PVC Pipe
~~s Holes Located On Bottom,
~v S Are Equally Spaced
P
~C s •
*2 PVC Force Main r~'
w ;~r .yR✓ F ,
Q / PVC •
r Manifold Pipe
Distribution
Pipe
Lest Hole Should Be
"Next To End Gap 1 L~
End Cap Distribution Pipe Layout P y 9 Ft
R Fr.
S 3. v r-r
X 3U Inches
YJ/ Inches i .
Hole Diameter Inch
Signed:...
Lateral _ Inch es)
License Number: Manifold Z Inches
Date: Force Main .3 Inches
~Ijof holes/pipe /0
Invert Elevation of Laterals`1Ft.
^;G 15 1983
/ - i,
CvIJT'alS T4 n, ~1oG'c1T~p
VE1JT CAP /AMC
4"C.2. VENT PIPE STD
WEATHER PROOF APPROVED LOCKING
1 z5 FROM DOOR, JUNCTION BOX MANHOLE COVER
WINDOW OR FRESH 12 %111•
AP, INTAKE I
GRADE I
MIN.
L_- ~ ~ 18"MItS..
COIJDUIT
18"MIN.
tt~ILET PROVIDE { s t
. AI
P,TIG!-i'f SEf~h.. APPROVED JOIjrA
I I I APPROVED JOWTS
W/C.~. PIPE p'' ' I I I W C.T. PIPE:
EXT~NDtNG 3' ~ ~ I
ONTO SOLID 5011- { II ALARM EXTEUDING• 3'
g~t~~" I i I ONTO SOLID SOIL
M a aA
G I ON
ELEV. 3/FT--
PU tAP
OFF
D ~ ~ rr
y CONCRETE BLOCK
134 .S'f- _ ~O •G ~
RISER EXIT PERMITED a1JLy IF TAUK MANUFACTURER HAS SUCH APPROVAL.L-
SEPTIC F 8PEGIFI•CATIOMS
DOSE
TANKS MANUFACTURER: OF DOSES: PER DAS
TANK 5121= : - 7 WA
-2GALLONS DOSE VOLUME /J"U 3 a~ Sr
ALARM MAmu ACTUREiZ:d-ooL-P INCLUDING BACK,FLOW: GALlO1.~S.
MODEL tJUMBER: QItS: A= INCHES OR GAI.L.Oi~r
SWITCH TSP1=: ';.0
M° MANUFACTURER: GS U li~t~l± 1 ~95--' {NCNES Gh Gh,LLC~I~I's
tI
PU INCHES OR LLOUS
MODEL ~tUMB1=R: ~~/0 - 3?f / ~'74,. r Q -
!=j{ & -L-INIGHES OR
'Z15 *3
GALLONS
SWITCH TYPE: rl-0 'T~ _ 1JOTF: PUMP AND ALARM ARE TO BE
MIMIMUM,DISCHARGE RATE ~C'• 2GPM .RI t'T fx'41) INSTALLED ON 5EPARATE CIRCUITS
VERTICAL DIFFEREt•JCE BETWEEK1 PUMP OFF AND DISTRIBUTIOM P;PE.. FEET- SPf-L S r-/["OM
-F MIiJIMUM NETWORK SUPPLU PRESSURE . 2,5 AlAA-WrAA~-CTo "M~ p
FEET 7-012
f- 2 FEET OF FORCE MAIM }(I FT/o FFttCTlai~I FACTOR-
L-5-11 ~f ~ FEET
TOTAL 0`i JAMIC. HEAD FEET
Fr
INTER"AL. DIMEMSIOiJS OF TAUK: LENGTH ;WIDTH ,LIQUID DEPTH 3•3
SIGNED: LICEt~1$E 1~IUMBER:
DATE:
Bulletin CL2.1
July 8, 1983
e For Homes
Farms
Trailer courts
0 d el 3", 3,18 .5
Motels (Supersedes Model 3870)
Schools
Noseitals Submersible
Effluent Pump Effluent Pumps
Industry
Effluent Systems ''mp Sp ecificatIORS
anywhere effluent`
or drainage must be
y -
disposed of quickly,
-era- ~ -Open 3rnpel;?r
quietly and efficiently. z
Kr ui t ntal
o o..l ,.s .,ac-.,~. c` :'-,peller
Heavy-Duty Solids Handling nl Steel t ners
CJrro,i;;n
Dependable Capability to 3/4"~ f ~r s-jai
1
1/3, 1/2 H.P. 60 Hz n~
Single Phase 115, 230 Volt.
-d
~erg
1h, 3/4, 1, 11/2 H.P. 60 Hz w or .,,,y u (T
n1 , . ;ji i ,,,rt. oil fo
Single Phase 230 Volt. Three C' ~nd _;,d
Phase 208-230, 460 Volt. e' nt d' p ''O " '
( ,Yv ronme it Uy r brad ce ~ a r
q "Mugs Heavy r ry !l b ,ill bear;ng cons'rr
St 1 „s Steel Shalt
z 9
/ Series 3UJ si i= steel for corms~r.
r ~ nc~ ~ ~ < + hal
Single Phasz Units
- Ail ph _in ' _vF
90 R fT `T r n
5 i t
Three Phase Units
j"I
80 1 7 -t Overio :d p o'ecli')r
W roi. l: 2aC'1~
h~0 DEL
70 RPM 1150/`450 Power Cord
W ,V 1 t d of Gf. xj , rT'
o 60 , t -I -C C - ! ac a s-coriL!ary rroist ire
j to ctA,~r
W
50 J-
E ~ e a
t
S pia `s
40 'Tit 05r! t ' ~y - P r
a
Z S 'llth 3--,)-
0 30 ' 4VE03M i
O 20 `NE03L - r'
- I -r-~- - --r r
SPECIFICATIONS ARE SUBJECT TO CHANCE
10 WITHOUT NOTICE.
1-1 f
0 10 20 30 40 50 60 70 80 90 100 110 120 r~ G pU LD S PUMPS. INC.
GALLONS PER MINUTE u sENECA FALLS NNW ror:K 1314=i
Model 3885 Submersible Effluents
~ p ?"3 - s-
1+ s:. 10"'ll C
Max. Max. Wt.
H.P. Order No. Volta Phase Amps RPM Solids (Ibs.)
ROTATION
03 1 1
E 115 9.4
~3 1750 56 ! 0 1
Wt03i2L 230 1 4.7 -
Y^JE0311 M o
V,/ E0312M /
1V~_05i'H ~ 115 16.0 ~ 1112 ,vE0512H 230 8.0 60 A
Vt0531 H 208!230 3.4 - } - +
IN 0534H 460 3 1.7 1W,
WE0712H 230 1 9.0
3/4 WE0732H 208/230 5.4 j
VIE0734H ! 460 3 2.7 3450 70 \ o
WE1012H 230 i 1 K3.2 1 WE1032H 208/230 - KICK-BACK
WE1034H 460 3 4IVE151
2H 230 1 133
1'/z `NE?532E X8/230 92 80---
WE1534H 460 3 4.6
I
C1I3 i (in inches)
H.P. Order No. Phase A S C D E F
IN 77D31 1 L
E0312 L
1j3 WE0311M 1¢
EOWEO,2.~l
318, 12D
1511H ~jz 512H
H "
C534H 3¢"F NPT
WE0712H
3/4 E 32H
WE0734H A
WE1012H I
1 WE1032H 108` 81h 12'/e 53% 15 3'/ 2
WE1034H 0 E
WE1512H
1 ~j2 NJE1532H i
WEt534H _
Model 3 335 Packaged Effluent Ejector System
Goulds packaged effluent F?E"'EIVEi
ejector system offers both r Capacities to 100 GPM
ease of ordering and instal- Heads to 30 ft. UG 15 1983
lation. A single ordering f _ 3
/4" Solids Handling Capability
number specifies a complete , i„r ,
system designed for most 2" NPT Discharge Connec fl" oh "'1
residential and commercial
sump and effluent pump Package Includes:
applications. The ease of Submersible Effluent P).arnp
installation is enha.nc;ed by
plug-in power cords for the i ' (WE0311 L or WE0311 M)
pump and level control switch
Mercury Levi;! Control Switch
which eliminates the need (ALS2-5)
for additional wiring.
I -P -1 Basin (ALS7-1801 S)
SPECIFICATIONS
WITHOUT NOTICE. TO
CHANGE Y•^w Basin Cover (ALS8-1822)
a Check Valve (ALS9-2P)
Order No. SWE0311 L or SWE0311 M (95 lbs.)
SENECA FALLS NEW YORK 13148 Form No.a2o423-tB
%Goulds Pumps Incorporated 1983 Litho in U.S.A.
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ra
Department of Industry, Labor & Human Relations
Division of Safety & Bldgs.
State of Wisconsin ureau of Plumbing Platting & Fire Protection
ro n P.O. Box7969
/j Madison WI. 53707
AU(~ ~ 2F~~FG O Tel. 608-266-3815
~ ~ fo~~BG 1983
~Z INALL CORRESPONDENCE
t i REFER TO PLAN
IDENTIFICATION NO.
NAME OF PROJECT
TYPE OF APPROVAL
STREET AND NO.
CITY OR TOWN C STATE ZIP
OWNER
Gentlemen:
Examination of plumbing plans and specifications for the above-mentioned project has been completed. In accord with Chapter 145,
Wisconsin Statutes and Wisconsin Administrative Code, the plumbing plans and specifications are approved contingent upon com-
pliance with the stipulations indicated on the plans. Please review your code for the requirements of each code section noted.
The architect, professional engineer, registered designer, owner or plumbing contractor shall keep at the construction site one set of
plans bearing the stamp of approval of the department.
In- the event installation of the plumbing improvements or system has not commenced within two years from this date, this approval
shall become void and new application shall be made for-approval of these plans before work may commence.
In granting this approval, the Division of Safety and Buildings does not hold itself liable for any defects in plans or specifications, plan
omissions, examination and reserves the right to order changes or additions should conditions arise making this necessary.
This approval is based on Wisconsin Administrative Code requirements. It shall be necessary to obtain and fulfill the permit require-
ments of the city, village, township or county in which this installation is to be constructed. Failure to obtain local permits will auto-
matically void this acceptance.
For Private Sewage Systems Only:
Sincerely,
/ This approval is valid for two
ears or it will be valid until
the expiration date of the initial
sanitary permit.
James Sargent-Bureau Director
PLANS REVIEWED BY: DATE:
cc: DPS-OWS Owner DI LHR
Local PI Plumber H & R (2)
County Mfg. Rep. Bur. of Health Fac. & Services
DI LH R SBD-6099 (N. 06/80) Rec. & Env. Services
ST. CROI X COUNTY
WI SC O N S I N
ZONING OFFICE
7I'1°f2'7a 796-2239 (HAMMOND)
Wi;hd
425-8363 (RIVER FALLS)
HAMMOND, W 1 54015
August 11, 1983
Division of Safety and Building
Bureau of Plumbing
I'. 0. Box 7969
Madison, Wl 53707
Dear sir:
An on site investigation for the Kenneth Schoettle property
located at the NE?4 of the SE -4 of Section 28, T28N-R19W,
'T'ownship of Troy, St. Croix County revealed bedrock at the
depth of 4.5 feet. Per H 63 the soils would be suitable
for a mound system, however, due to heavy organic surface
horizon, both County and State (Le Roy Jansky) recommend
that if the site is to be used, a mound drastically over-
sized--11-~ times the required sizing be used.
Should you have any questions pieaLe feel free to contact
this office..
S inc elyi-~~j
Thomas C. Nelson
Assistant Zoning Administrator
TCN:mj
i