HomeMy WebLinkAbout002-1063-30-000
'o 0
H O °60-:~
of
a c
0
I
0
N
N III ~
i
I
I
I
I
a Z
c _
LL 0
Q
ce)
Z y
to Z 0
O
O W d m
N H Z
O
0 z
(n F- N Z
M
~ I
c
•N _ O
0 Z Z O
N z
N
O N N
N R E
_ L m
CL CL m 0
0 C y d N _0 O
Z j III 'a m H H H Co co 0 0 0 Z0 It
°
•N m °aaa
M J U U rn rn >
F~ co N 0 p
n J N
Y 0 0 S 0
04
N LL
~ ~ to N J) ~ n
(D
~i u 7 w
~ 00 O ' o~ V1 C
~V O y N
rO O m c N c 00 O
F- U C 0 N
V M CO o L c r- a°°
M a I
O Cl) _O C G N oO N~ O
7 N N
N :2 E 't 2 a) -0
M :3 O E U
N
• O O N Co ! U N O 2 Z -7 = lA
CQ
w
l w_
v
#a a
• CL m `w m
` 'cI c
~1 A c0
a l 0 in 0
.Y t
Parcel 002-1063-30-000 03/26/2007 11:48 AM
PAGE 1 OF 1
Alt. Parcel 26.29.16.385B 002 - TOWN OF BALDWIN
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 - CURTIS, MICHAEL E & TAMMIE K
MICHAEL E & TAMMIE K CURTIS
784 CTY RD D
WOODVILLE WI 54028
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description " 784 CTY RD D
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 16.520 Plat: N/A-NOT AVAILABLE
SEC 26 T29N R16W PT OF NE NW & NW NE Block/Condo Bldg:
BEING LOT 1 OF CSM 10/2754 16.52 ACRES
(EZ-U-1125/160) Tract(s): (Sec-Twn-Rng 401/4 1601/4)
26-29N-16W
Notes: Parcel History:
Date Doc # Vol/Page Type
07/23/1997 1090/163 WD
07/23/1997 1012/169 WD
07/23/1997 1011/137 QC
07/23/1997 896/53
2007 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/25/2006
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.000 29,200 199,900 229,100 NO
UNDEVELOPED G5 8.520 11,900 0 11,900 NO
PRODUCTIVE FORST LANDS G6 5.000 17,000 0 17,000 NO
Totals for 2007:
General Property 16.520 58,100 199,900 258,000
Woodland 0.000 0 0
Totals for 2006:
General Property 16.520 58,100 199,900 258,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch 510
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
STC - 104
AS BUILT SANITARY SYSTEM REPORT
OWNER / E Cj g 1 (.4,K Z i S
ADDRESS ) SI U A V q ~j ~Z
SUBDIVISION / CSM# LOT
SECTION ~ G T. ~ I_N-R_L~_W, Town of J9 4
ST. CROIX COUNTY, WISCONSIN
PLAN VIEW
SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM
1
r
h
CV I
~ F
J ~ f
~1 • Ft it q. f, 4
yw ~ t 1'1
jj
i
a
I
i
c
INDICATE NORTH AR4w
1
Provide setback and elevation information on reverse of this form.
Provide 2 dimensions to center of septic tank manhole cove':-
BENCHMARK:
ALTERNATE BM: 64 R A A C. SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION
Manufacturer: m; j 4!4 S to a r% Liquid Capacity: 1Ve0V t"%a
Setback from: Well N/4 House Other
Pump: Manufacturer po lld a Model4 3 7 Size ~z.
Float seperation Gallons/cycle:
Alarm Location
SOIL ABSORPTION SYSTEM
Width: 0 Length t/ ( Number of trenches
s
Distance & Direction to nearest prop. line:
i
Setback from: well: 17 House Other
ELEVATIONS
r-
Building Sewer ST Inlet. Cf, ~ ST outlet ~k
PC inlet ~f PC bottom Pump Off '
Header/Manifold : Bottom of system J1 d t~
Existing Grade Final grade 1 UU, `4
DATE OF INSTALLATIO
PLUMBER ON JOB:
tip :tea- ; t
LICENSE NUMBER: Air
INSPECTOR:
3/93:jt
WisconsirfDepartment ofIndustry, PRIVATE SEWAGE SYSTEM County:
Labor and Human Relations INSPECTION REPORT ST. CROIX
Safety and Buildings Division
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No-:
Pe&Ltipff. N11 apfKE ❑ City ❑ Village R Town of: State Plan
CST BM Elev.: P'/ Insp. BM Elev.: BM Description: ]i Parcel Tax No.:
cd eO, d) 5a , S
TANK INFORMATION ELEVATION DATA 9/10 _ ~srwl et
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic S LLQ~,.~ iP G S /G ~ Benchmark b 6)
Dosing
Aerati n Bldg. Sewer d 25' S-9~
klalding St/.l`rt inlet /d 9,"
TANK SETBACK INFORMATION St/ Outlet /Z` 6/
Gq
TANK TO P/ L WELL BLDG. Vent ROAD Dt Inlet '
Air Itontake / .2(, d l r s
Septic >Sp` y( NA Dt Bottom q V,5 Y6.39
Dosing > 5O/ NA +}"eleC / Man.
Aeration NA Dist. Pipe - 2Z
.77 i
Holding Bot. System 3 g` S$
PUMP/ SIPHON INFORMATION p$ Final Grade
Manufacturer Demand 7 30'
Model Number bQG
TDH Lift ~ Friction U stem
TDH Q0Ft
a 11. L a. a
u,ty Forcemain Length SQ` Dia. Dist. To Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width , Length No. Of Trenches PIT No. Of Pits Inside Dia. u th
7 DIMENSIONS-
DIMENSIONS
SETBACK SYSTEM TO P/ L BLDG WELL LAKE / STREAM LEACHIN r. C
Model Number.
INFORMATION Type O I HA ER
1 13 System: OR 'NIT
DISTRIBUTION SYSTEM
Header / Manifold Distribution Pipe(s) J ✓ ry x Hole Size, x Hole Spacin, Vent To Air Intake
't Length Dia. ~ I Length ~ Dia. / Spacing S~ e I /1 ~ I O ! I p~
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 /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No
s,
COMMENTS: (Include code discrepancies, persons present, etc.)
LOCATION: Baldwin-26.29.16W, NW, NW, County Road Dri fir, -cf
o r?, 6?7
kZr7
~ a
7
Plan revision required? ❑ Yes ❑ No / Q
Use other side for additional information. s- /
SBD-6710 (R 05/91) Date Inspector's Signa ure Cert. No.
SANITARY PERMIT APPLICATION
~~'■•iR co
In accord with ILHR 83.05, Wis. Adm. Code 17r &4~
STATE SANITARY PERMIT #
-Attach complete plans (to the county copy only) for the system, on paper not less than a-3 34 5
8% x 11 inches in size. ❑ Check if revision to previous 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
/4, lC~ C(i f? L "5 /ls'/a/YI&,e%,S 2/P TN,R &or)W
PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK #
CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER
/3c, ld w. °n ti/,~ ti"yo 2 7is"' G ~y-224
: NEAREST ROAD
0 CI
li. TYPE OF BUILDING: (Check one) ❑ State Owned ❑ ja OWN ILLLL.AGE 0
n C
❑ Public 19 1 or 2 Fam. Dwelling-## of bedrooms _ PARCELTAX NUMBER( )
III. BUILDING USE: (If building type is public, check all that apply) / d 3 U _ O o
1 ❑ Apt/Condo !
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. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ 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 9 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 (s q. ft.) (Gals/day/sq. ft.) (Min./inch) G ELEVATION
L` 39 & 3 ~ 1, !Z r - Y Feet O C' • S( Feet
VII. TANK CAPACITY Site
in allons Total of Prefab. Fiber- Exper.
INFORMATION New xisting Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App
Tanks Tanks structed
7_ Pf F] 1:1 L] I L
Septic Tank or Holding Tank O C? U w e e
Lift Pump Tank/Si hon Chamber t'/ / 5v t `
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for inst Ilation of the onsite sewage system shown on the attached plans.
Plumber's Name (Print): Plumb ' Signature: (N S m ) PRSW No.: Business Phone Number:
1-0 e Sato n o6
Plumber's Address (Street, City, te, Zip Code
s ~4 u1. 11c, 4, ,t7r~ k1~ o as /e, i.✓° s s- y a 2
IX. 06-UN-TYIDEPARTMENT USE ONLY
❑ Disapproved Sanitary Permit Fee (Includes Groundwater a e ssue Issuing A ent Si nature (No
Approved El Owner Given Initial ~Cb Surcharge Fee)
/
Adverse Determination
X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL:
SBD-6398(R.08/93) 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 local 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. Provide 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 line 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.
VIN. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g.
MP, etc.), address and phone number. Plumber musil sign application form.
IX. County/Department Use Only.
X. County/Department Use Only.
Complete plans and specifications not smaller than fl% x 11 inches must be submitted to the county. The
plans must include the following: A) plot plan, drawn 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;
streams 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 115 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)
1 3
• t
SAFETY & BUILDINGS DIVISION
State of Wisconsin
Department of Industry, Labor and Human Relations
September 2, 1993 2226 Rose Street
La Crosse. WI 54603
ART WEGERER
PO BOX 74
54022
RIt FR FALLS WI I
RE: PLAN S93-40912 FEE RECEIVED: 180.00
CURTIS, MIRE
NW,XE,26,29,16W
TOWN OF BALDWIN COUNTY OF ST CROIX
MOUND SYSTEM
The Department has reviewed the above-referenced submittal.
Conditional approval is hereby granted for the system plan submittal. All
noted items must be corrected. The review and approval of the system is based
on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin
Administrative Code, and is contingent, upon (omplianee with any stipulations
shown on the plans. This system has not been reviewed for the code
requirements set forth in chapter ILHR 82 or in chapters ILHR 50-64, Wisconsin
Administrative Code.
This plan submittal approval will expire two years from the approval date, or
if a sanitary permit is obtained, plan approval will expire on the day the
initial sanitary permit expires. The licensed plumber responsible for this
installation shall keep one set, of plans with the Department's stamp of
approval at'the construction site. The installer shall notify the appropriate
inspector when inspections can be made.
All permits required by the city, village, township or county shall be
obtained prior to installation.
Inquiries should be directed to me at the number listed below. Please refer
to the plan number shown above.
Sincerely,
1 1
1 2
K's
Dennis Sorenson D C~; Y,
Plan Reviewer o) RECEIVED
Section of Private Sewage
(608) 785-9336 SEP 0 9 1993
to ST CROiX W
COUNTY
ZONING OPFICE
~ h
9 5
SHD.6423 (R. 01/91)
at r Page of 6
r~
U6 3 0 1993 MOUND SYS to 40 9
FOR
WEV & BVDGSA0~VS' BEDROOM RESIDENCE
LOCATED IN THE )Jk1 1/4 OF THE NET 1/4 OF SECTION 26 T Zq N, R !6 W,
TOWN OF w1N ST•C-RUC COUNTY, WISCONSIN.
INDEX
PAGE l '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
V-'1,1 C ~ Js-t IZ L.' C-Q Z n S~
N S LD 5 ` tt klUE_ PmT'*Z
~1~L~v1/`1 ~ ~v 1 S~UUZ
Ple;PAIM BY
,e®~vavsvse~►~
WEGEi;tEFt SO I L - TEST I NG ~ s, ~ael
qs-li
AND.
= i ARTHUR L.
DES 2 ~LN S~RV I CE WEGERER •C
asls►
ELISWORTH,
P.O. 1101 74 421 N. RAIN ST. .
RIVER FALLS. MI 54022
715-42`.,-01b5 0147'
~Q" ~ ►
►4,
S, I G14
hhN~
8-Z6-4'3
JOB NO _ 1 Z 3
PLOT PLAN Page - Lof
Scale 1"= 30' S9
NoT~T. w ~~L ~ ~3F A-1' Ll~tsT
S ~ X01"1 ►ti 0 utvD ~T LhhTsT
oa
r~
~n -e- 78-.8 "0 q''ti teH
3Jy"1J1A- Pic"i~1PEW~~~`ITI.
Y r
3z ~0 1J 4T N \ P►1 ~T oiz cl
~ • ~ ~ ~ islUtzp ~ is ~9 " : ~u'•'
i
11 \ 5r ~ _
,3p1 or- 24 Luc r, w~
f
:2
►b'or- 4, PUC.
B.3 ~ tl~ _ I
IO0.U" ou 10~ hl Gtr 3
3Jy"DtN,t~VC Ptpt? W~t_RTN ~ D2~1
Jx xT '10 M►~TR t. ~7u ct po rT, ~ 10 ~1 ~
i
NOTES:
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install permanent markers at end of each lateral. ( q required)
3. Install 4" observation pipes with approved caps. ( 2 required)
4. Septic tank to be Vooo gallon capacity manufactured by
tow T ~ pR ut~T - Pu~-tP C_WOj3(R -M - ~ Aso c~+~~..►~1SJ~~~T 'rh~uk.
5. Bench Mark S W-t V'm o U
6. Divert surface water around mound to prevent ponding at the uphill side.
Page 3 Of
Approved Synthetic Covering
Distribution Pipe
Medium Sand
Topsoil F Elev. Qa• a
H G
E p
3 -
Y ~y % Slope
Bed Of 2~- 2 %2 Force- Main Plowed
A Aggregate From Pump Layer
D 1-O Ft.
E 1-3Z Ft.
sss Section Of A Mound System Using
,.,u A Bed For The Absorption Area F 0.41 Ft.
G 1.0 Ft.
A 8 Ft. H N-5 Ft.
Linear Loading Rate=R-• a GPD/LN FT B 47 Ft.
Design Loading Rate= c)•y GPD/SQ FT j `lo Ft.
J 'EL~ Ft.
K to. S Ft.
ni ter4a a ~ L 6 b Ft.
~Aree Ma W 3 Z Ft.
L
Observation Pipe
$ K
01
i
A
- - _t
W Force Main
o ----Distribution Bed Of -'-2"- 2 2
Pipe Aggregate
Observation Pipe Permanent Markers
(Anchor securely)
Plan View of Mound Using A Bed For The Absorption Area
Page Of to
61a
Perforated Pipe Detail AA 1
lA~
4
End View
Perforated
End COD. PVC Pipe Install permanent marker
at end of each lateral
Holes Located On Bottom,
Are Equally Spaced
Q S
PVC Force Main
Q
PVC
Mordfold Pipe
Distri ution
Pipe
Lost Hole Should Be I
Next To End Cap
End Cap
P Z Z Ft.
r ;1 c Z t Distribution Pipe Layout
S Ft.
r`
X g Inches
t t f a
Y y Inches
Hole Diameter Inch
Lateral Inch(es)
r X;:-- - Manifold Z- Inches
Force Main " Z Inches
# of holes/pipe
Invert Elevation of Laterals 94-3 Ft.
Place lst hole Z~ from center of manifold with succeeding holes
at ~8" intervals. Last hole to be next to the end cap.
PUMP CHAMBER CROSS SECTIOW AMD 5PECIF PAGE S OF Io
i1w
VCIJT CAP O
4"C.I. VENT PIPE WEATHER PROOF
APPROVED LOCKING MANHOLE
f r-T
JUUCTION BOX COVER WITH WARNING LABEL
10' FROM DOOR, IYMIU.
WINDOW OR FRESH I
AIR INTAKE
GRADE i
at. 9 V. 4 " MIIJ.
6 '
10' MIIJ.
COWDUIT
I8"MIN.
PROVIDE I -
INLET AIRTIGHT SEAL I I (
I III v
APPROVED JOIAIT A Tank construction shaTyl`3-G,Qp,-~~ ~.'V~ APPROVED JOINTS
with ILHR 83.15 and ILHR 20
with approved { 111:
J14I,RM
pipe extending
3 feet onto e
solid soil. Both sides of C nil
~
s
tank
u f , ~~J
CLI:V. 9 FT. >
CT1, Z . q CONCRETE 51_6LYf
3APPROVE
E00iNG
RISER EXIT PERMITTED OWLy IF TAWK MANUFACTURER HAS SUCH APP.ROVAL1~*'P,
5PECIFICATIOMS DOSE
ANK 14AIJUFACTU0.ER: 111~WkIZIT/J R Mer.dP_ WUMDER OF DOSES: 3' 9 PER DAU
T
-
TAWK :,IZE: --)SO GALLOkIS IDAIGLU011JG 6ACK►LOW: t ~j~- S GAEEONS
ALARM MMJUFACTUK": S.S. ~Z_er''= SkJT% 1S
MODEL 1.IUMBCR: CAPACITIES: A= WCHE509 3~Z'o GALLOWS
SWITCH TYPE: ~ ~'~\Zy 5= Z INCHES OR 3~' O G~ LLOIJ5
PUMP MANUFACTURER: Z-V 'L Ca`71, ~7 C■ 7 INCHES OR ~~b s CALLOUS
MODEL NUMOER: 1 3~ / D= ~51~ZINCHES OR 30L,?- GALLON6
SWITCH TYPE: MOTE: PUMP AND ALARM ARE TO BE
MINIMUM DISCHARGE RATE 21.14' GPM INSTALLED ON SEPARATE CIRCUITS
VERTICAL DIFFERENCE BETWEEM PUMP OFF AUD_DISTRIBUTION PIPE.. FEET
t MINIMUM NETWORK SUPPLY PRESSUR~E~.... . 2.50 -FEET
♦ 13 FEET OF FORCE MAIN X ~ F✓oo fzFRICTIOLI FACTOR. FEE t-Ol
TOTAL Dy1JAMIG HEAD FEETV
DIAMETER
I&ITERNAL DIME.IJ6101J~ OF TAWK: LEkIGTH --;WIDTH ;LIQI.IID DEPTH
BOTTOM AREA - 231= GAL/INCH
AS PER MANUFACTURER = 1 ~l• S GAL/INCH -
fl • 1' 4 i'i a. .1 .4 7%
~6u
w TOTAL DYNAMIC HEAD FEET/ o
HEAD CAPACITY CURVE METERS 0 `
MODEL137-139 CAPACITYGALLONS/LITERS 0 0 4%
30'
CAPACITY
+ 1'frt t Yl
HEAD UNITS/MIN 0 00
g FEET METERS GAL LTRS NPT
25' 5 1.52 104 394 517/32
_ 10 3.05 79 300 0
X J; t 15 4.57 64 242
O
20• 20 6.10 36 136
Z 6 \9.3q 25 7.62 6 30
a 26 7.92 0 0
a 15, 28 , O
O
~ 4
10•
1
2
12%
0
U.S. 10 20 30 40 50 60 70 80 go 100 110
GALLONS 1 4
LITERSI 80 160 240 320 400
0 FLOW PER MINUTE
L
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Three phase pumps are available in 200/208V or 230V. • Mercury float switches are available for controlling single
• Electrical alternators, for duplex systems, are available and and three phase systems.
supplied with an alarm. • Double piggyback mercury float switches are available for
• Mechanical alternators, for duplex systems, are available variable level long cycle controls.
with or without alarm switches. • Long cords are available in lengths of 15725-35-50 feet.
• Combination starters are available. • Over 130°F. (54°C.) special quotation required.
Standard All Models - Weight 47 tbs. 1/2 H.P.
SELECTION GUIDE
SELECTION GUIDE 1. Integral float operated 2 pole mechanical switch, no external control required.
137/139 Series Control Selection 2. Single piggyback mercury float switch or double piggyback mercury float
Model Volts-Ph Mode Amps Simplex Duplex switch. Refer to FMO447.
M137/139 115 1 Auto 10.4 1 or 1 & e _ 3. Mechanical alternator "M-Pak" 10-0072 or 10-0075.
N137/139 115 1 ' Non 10.4 2 or 2 & 7 3 or 5 & 6 4. Combination Starter. Refer to FM0514.
D137/139 230 1 Auto 5.2 1 or 1 & 8 5. See FM0712 for correct model of Electrical Alternator "E-Pak".
E137/139 230 1 Non 5.2 2 or 2 & 7 3 or 5 & 6 6. Mercury sensor float switch 10-0225 used as a control activator, specify
H137/139 200-208 1 Auto 9.2 1&8 - duplex (3) or (4) float system.
1137/139 200-206 1 Non 8.2 2&7 3 or 5 & 6 7. Four (4) hole "J-Pak", junction box, for water tight connection or wired-in
'J137/139 200-208 3 Non 2.2 2&4 3 & 4 or 5 & 6 simplex or 2 pump operation, 10-0002.
F137/139 230 3 Non 3.0 2&4 3 & 4 or 5 & 6 8, Two (2) hole "J-Pak", for Watertight connection or splice, 10-0003.
'G137/139 460 3 Non 1.5 2&4 3&4 or 5& 6
No molded plug
Three phase units require a control switch to operate an external magnetic or combination CAUTION
starter.
All installation of controls, protection devices and wiring should be done by a qualified i
For information on additional Zoeller products refer to catalog on Combination starter, licensed electrician. All electrical and safety codes should be followed including the
FM0514; Piggyback Mercury Float Switches, FM0477; Electrical Alternator, FM0486; most recent National Electric Code (NEC) and the Occupational Safety and Health Act
Mechanical Alternator, FM0495; Alarm Package, FM0513; and Sump/Sewage Basins, (OSHA).
FM0487.
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
` 3280 Old Millen; Lane Manufacturers of .
ZZ7ZZ-Z1j-ff O. a e, 1x347
louistrllle Kentucky 40216
(502) 778-2731 QUAL/rY PUMPS SNCE /I93A9
Wisconsin Department of Industry, SOIL AND SITE EVALUATION RE Page \ of 3
Latx,and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Co
G ,LINTY
S-r- C- Q jX
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
"k IZAA- K ki_'~ C.UVIZ-11 S GOVT. LOT 'NW 1/4 IJE 1/4,S Z 6 T Z9 N,R 16 E (orq)
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
1 S 1.0 S `Rv Nut?. "T- # ? - - TZ4 is s kv_~ cs t
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE MOWN NEAREST ROAD.,
dwin.~►wl 5~l~~z (71S) 68y-ZZgo ~pc~-~wtr.~ ~-T N-oy
New Construction Use Residential / Number of bedrooms - [ ] Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 1-k SZ) gpd Recommended design loading rate - bed, gpd/ft2 0. 3 trench, gpd4t2
Absorption area required S bed, 111:2 31 S trench, 11:2 Maximum design loading rate e--S bed, gpd/ft2 0. 6 trench, gpd/1112
i
Recommended infiltration surface eievation(s) °t 6 • $ ft (as referred to site plan benchmark)
Additional design / site considerations `f wy1v1~ w t`M S 'Y.- S' ` ILQuv" ~j IV-), 1 ' OP ShAjb F--y CL ~ S
Parent material s 1 (-"r o uL1Z S PtzjpSYUh1o- Flood plain elevation, if applicable Iy • A - ft
i
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ❑ S [91U WS ❑ U ❑ S ®U El S ®U ❑ S 95U ❑ S IO U
SOIL DESCRIPTION REPORT
I
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ftin. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed
Tench
a:: 1 0--7 b`•t~2 z- j Z - s \ Z `F S blt 06 z'j i o• S 0.6
313 - 51 2`~ a,blc~4. cS lob o.S o.b
Ground 3 1b -Z IQN Y R V6 - S l Z~ Sbk m e-S o S o 6
elev.
ate. $ ft. y-39 ~o `t (Z 3l` a 5 R 3! s 1 Z F bk h~ c 4 - -
Depth to 5 39 U Y 2 a !z c~ S y t2 s1 `3 `FS Ui~_
limiting
factor,, 0 C.tS►v S _5%-1U%
G ~YtJr3L l`1'1 r 5 0~ p tr t tti S S,
s~ w s ~o~ R ~ ASS«~ S 1 s- ls~s tl=~ a w
Remarks:
Boring #
vw:;<;h o_6 1~`lQzlz - st Z'FS~x a,S ZU~ o,S n,l
r4v:
4 Z = z 6-IS (Z3/3 - -3 1 2.~sbk 12 ) of u.s o. L
~i-.:u}.....
1 S-3o ~r- `L (Z 31L - s l S C a_ S 0.6
Ground`
elev. 3 0- S *Z l o'~ 2 8 l Z S Y R S/8 S
C' :C41
Depth to G
limiting )4 ?$S S 1'S PE.AJ 0 S S 5 r AGE
fact~oO
.01
Remarks:
TName:-Please Print Arthur L. We erer Phone: 715-425-0165
em erer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022
Signature: Date: CST Number:
3-]Z~ 8-3 93 M00576
PROPERTY OWNER -VQ'~t S SOIL DESCRIPTION REPORT Page of 3
PARCEL I.D. #
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench
Yn a.S Z,u1 o.S o-~
KK > Z 6- y 1 l) ~-l R 3 /3 R S Z cL U yn `~'h CS l \3j a- S c1. L
Ground 3 14-3Z 1O`tfZ 3jt, S 1 ( Zen F~ CS 4 S 0• C
elev.
gq.Zft. 3Z_63 toKIZ~3lZ -S Li V;-,
Depth to Z R t TS S p I:ft'r11u !35 S
limiting
factor , r C-U0 )v S V31- 1" l SS t o S Lu wl "v -s S S S
1--~ eu OPV - 1-9 S }3 k
Remarks:
Boring #
~~i'.`` zx::
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
IMM\
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
PLOT PLAN Page 3 of 3
SCALE 1"= 30 '
80 T+ RcJe • - _ _
k
NuTe
Wus~ `CO a G PST Lq*RST IS f i:- z kj m uuwt,~,
a ~
o
J; 0
r
07 o
U
,s \
_n
ate.-e..a$.etoti 9)cs
_pl
ht~6N 3Jy`` piq n`) t
two ~u~- C01t-iPRcT OR D1S`ivRQ - .
-a6 -
D. Z
10" ~~GN 3Jy"plr~.
vt i LsTftL Ih0 V lv~
FOU -k' P03 T'. J
I
3 c3.3
~L,.aa ? coy, Yeu~Z mot„ g,.8'
1, X 3uTTor~ Ov T~~vtN
E-, 923,6
0
(715 ) 42.5-0165 _ M00576
CST Signature Date Signed Telephone No. CST #
1
O
FLED
9
1
MAY 3 1994 ►
JAMES O'CONNELL 2
Re9lsterof
Oeeds
SiGi90 St C C .1 wl
CERTIFIED SURVEY MAP
LOCATED IN THE NE 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NE 1/4 OF SECTION 26, T29N, R16W, TOWN
OF BALDWIN, ST. CROIX COUNTY, WISCONSIN
PREPARED FOR:
EUGENE ZIMMERMAN
N114 CORNER SEC. 26
(RE-BAR FOUND) NE CORNER SEC. 26
NW CORNER SEC. 26 S90°00'00'E (COUNTY MONUMENT FOUND)
(COUNTY MONUMENT_ _82.50-
FOUND) 590.0000 E eon S89046',(7' S0041'38'W N. LINE NEI14
34.60'
ron I (97,08 ' \ N89.46'17"W 2480.24'
2595.25' 3.00' i
.3
-Q_ _S89.18'22"E /D eQ
N. LINE NW 1/4 ; ' 196.87'
ti APB` O'VED
g •.,:S90°00'00"E
82.30'
C. S. M. `
VOL. MAY 3341
PG. 246 „ o N o /
N: A ~ ST. CRO COUNTY
C;ompreh ive Piannir
Zo ' and
S90g90o0'E Parks mittee
168.45' V
r li not orded
( wlthln days of
appro date
ipprov to
N; LOT 1 m4l cbid
o• I
z • Z 16.52 ACRES
Q' N (719, 439 SO. FT.) I NOTE: BEARINGS ARE REFERENCED
J. W 16,30 ACRES I TO THE NORTH LINE OF THE NE 114
(RECORD BEARING).
01 EXCLUDING R-O-W
(710,062 SO. FT)
W. O r SET 1"x 24" IRON PIPE WEIGHING
W . ` I
\
I 1.13 IBS. PER LINEAR FOOT.
Q • 4 I 0 = FOUND 314" RE-BAR.
J.
a.
z•
• Z 2 NOTE: NO BUILDING SHALL BE ERECTED
• rn D 1 WITHIN 75' OF THE ORDINARY HIGH
e I WATER MARK OF CARR CREEK OR
tp m , U) WITHIN 100' OF THE ROAD RIGHT
O I OF WAY.
0 A O I
m °1 0
m
' >a 1
\ t~ W
i0' rxnce ` z371 p
S0' SOUTH LINE OF THE
24.36NW- NE
276.57' S' 322.18' so'
N89°59'17"W N89052'27"W Imo`
I 346.54
CORNER NOT I
LI NE OF THE SET, FALLS IN
TSOU'TH'
NE- NW CREEK 77GG0~Si ,r
S~ y'o
w hl JAMES M.
SI14 CORNER SEC. 26 S WEBER
(COUNTY MONUMENT M S 1804
FOUND) • SPRING VALLEY
SCALE: 1200'x` Wis. ,fs
Tr 9
100' 200' 400' S U ~~~da`•
JAMES M. WEBER S - 1804
SHEET 1 OF 2 DATED ln1
93-136 DRAFTED BY J.W.
VOLUME 10 PAGE 2754
STC-105
SEPTIC TANK MAINTENANCE AGREEMENT
St. Croix County
OWNER/BUYER M+' k e- 2 C ,`S
MAILING ADDRESS i^ / U 6 t h ~u r, r l3 + ti W 5
PROPERTY ADDRESS,
(location of septic system)' Please obtain from the Planning Dept.
CITY/STATE 134 /&1- r tx W. 's ,
PROPERTY LOCATION NA/ 1/4, NlC 1/4, Section G T N-R W
TOWN OF S e- I d ST. CROIX COUNTY, WI
SUBDIVISION LOT NUMBER
CERTIFIED SURVEY MAP , VOLUME/b?o PAGE C 43, LOT NUMBER
Improper use and maintenance of your septic system could result in its premature failure to handle
wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed
by 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 60% 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 system properly maintained.
The property owner agrees to submit to St. Croix Zoning a certification form, signed by the owner
and by a mater 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
U%kle, the undersigned have read the above requirements and agree to maintain the private sewage
disposal system in accordance with the standards set forth, herein, as set by the Wisconsin DNR
Certification stating that your septic has been maintained must be completed and returned to the St Cron
County Zoning Officer within 30 days of the three x irati dat
e/
SIGNED - - -
DATE
St Croy County Zoning Office
Gov(,,mment Center
1101 Cannicimel Road
l wkon, W1 54016 I I%');
f
S T C - 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 r r e- t + ,5
Location of propertypf/a✓ 1/4 !✓~E 1/4, Section 2 fc , T N-R / to W
Townshi 130 /d w
Township Mailingaddress 15'1v ~uK
n
Y3 c, n 4, '1-
Address of site o?S"SA
Subdivision name /d 04 A ~ Lot no.
Other homes on property? Yes 1-~No _
Previous owner of property L1~cwt 2 21~✓nn.~vr►tia-r--
Total size of property
Total size of parcel
Date parcel was created
Are all corners and lot lines identifiable? L--Ses No
Is this property being developed for (spec house) ? Yes L.--No
Volume 1070 and Page Number 163 as recorded with the Register
of Deeds.
INCLUDE WITH THIS APPLICATION THE FOLLOWING:
A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE
NUMBER AND 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 Survey Map
shall also be 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 in the office of the County Register of
Deeds as Document No. $'/4 ? , and that I (we) presently
own the proposed site for the sewage disposal system or I (we)
obtained an easement, to run the above described property, for the
construction of said system, and the same has been duly recorded in
the office of the County Register of Deeds as Document No.
Si nature of Applicant Co-Applicant
Date o Signature Date of Signature
e OOCUMENT No. WARRANTY DEED THIS a.ACC RLaERVaD FOR RCCORCINO DATA
STATE BAR OF WISCONSIN FORM 2-1982
• 519888. •~o~~Q~a,I163 REGIS i~Li%'O UFrIC~
ST. CROIX CO., WI
Eugene A. Zimmerman and Barbara A. Rec'dforRecord
.7imnierman; hii§balid and wife anc1--- _ - . . AUG 4 1994
.
. . 11:50 A. M
conveys and warrants to Mi.Chael___E-.._gArt•i.s___and_.Tammie--.....
K Curt.i.s-E._ hu.sband...and..vif.e . Re~sterofl)eMS
. _ .
_ RETUPN TO _ •i
A
.
S... .srOlX - - - - the following described real estate in . ...County.
State of Wisconsin:
Tax Parcel No:
Part of the Northeast Quarter of the Northwest Quarter
(NE4 of NW's) and the Northwest Quarter of the Northeast
Quarter (NWh of NE'k) of Section Twenty-six (26), Township
Twenty-nine (29) North, Range Sixteen (16) West, Town of
Baldwin, St. Croix County, Wisconsin, more particularly
described as follows: Lot 1 of Certified Survey Maps
filed May 3, 1994, in Volume 10 of Certified Survey Maps,
at Page 2754, as Document No. 516190.
Y!
"K
r.
f
This 13 . not homestead property.
$W(is not)
'A
Exception to warranties: Easements and restrictions of racord. '
r.
S✓r' 94
Dated this I.7.. day of la
(SEAL)
x f'~i!/~1 _ ...............__(SEAL)
Brian L. Z mmerman Eugene Z' merman
(SEAL) x dLLtrLlll~ C `,c,~'~'sisEki~l~ G(SEAL) s
Barbara A. Zimftterman }
'•1:
AUTHENTICATION ACKNOWLEDGMENT
r
Signature(s) STATE OF WISCONSIN
ss.
St. Croix County.
authenticated this day of 19 r Personally came before me 94 -
I-) day of
19........ the above named
11 -
Brian L•' Zimmerman.. Eugene_-8~.
Zimmerman, and Barbara A-.-
TITLE: MEMBER STATE BAR OF WISCONSIN Zimmerman
_
(If not-
to me k Cr stkn s.. wh executed the
authorized by § 706.06, Wis. Stats.)
foregol ndIcku edge t same.
THIS INSTRUMENT WAS DRAFTED BY
-
Thomas A. McCormack . . Y . ~
Baldwin, WI 54002 Wis.
Notary , f`
y
rgn Ls ent. (If not, state expiration
(Signatures may be authenticated or acknowledged. Both My Co: p
are not necessary.) date: V! 19 )
•Names ~f persona signing in any cagaeity should be typed or minted below their signatures.
Wisconsin Legal Blank Co . Inc.
WARRANT7 DEED STATE HAM WISCONSIN Milwaukee, Wisconsin
FORM No. . Z: - 172
"