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STC - 104
AS BUILT SANITARY SYSTEM REPORT
OWNER 0Hx)5 Tae
ADDRESS_ /y~tJG
LOT #
SUBDIVISION CSM
w
SECTION vZ~ T 1 W, Town of
+;ST. CROIX COUNTY, ISCONSIN
i
T~~* VIER
PLAN
M
SHOW EVE YTHING WI 0 FEET OF YSTE
v
INN
L
(Z 10 i
I
y ~ I
.330' u'
i
L
Jf ~ 1
INDICATE NORTH ARROW
<
Provide setback. and_. elevation ;,information on reverse of this form.
Provide 2 dimensions to center of septic tank manhole cover.
i
BENCHMARK: 441,Z)
_ n -
ALTERNATE BM: eT ;jn7eo ("Iji.Bfs.ir/i~/D[. c~
SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION
Manufactur ?!~41OA4)arz`jt t) lit~K*Liquid Capacity: /000 - lo~U
Setback from: Well 1,2 9' House / p$ Other M -0
Pump: Manufacturer Modell X13`7 C,Size_
Float seperation Gallons/cycle:
i
Alarm Location
SOIL ABSORPTION SYSTEM
I
Width: S! , Length ___7 S Number of trenches C? C
Distance & Direction to nearest prop. line: Mao
i
se~iback from: well: P2/11 , House / da Other d~ ~L 3G3 ;
I ELEVATIONS
Building Sewer ST Inlet; ST outlet
P inlet PC bottom Pump Off
Header/Manifold Bottom of system
Existing Grade Final grade
DATE OF INSTALLATION:
PLUMBER ON JOB: L..,Ie- rT t2jj4gs
LICENSE NUMBER: mP. to L l Q
INSPECTOR:( rv~ T-61+r✓f pSDN
3/93:Jt
IMRTI?Fear etntt0Wjrfi2.31.17W tPWA11~EVa'A ~t County:
a or an Human Relations INSPECTION REPORT
Safety a, Buildings Division
(ATTACH TO PERMIT) Sanitar rrni
GENERAL INFORMATION
Permit Holder's Name: ❑ City ❑ Village ❑ Town of: State P .
X
t: SCO! nsp. BM Elev.: , BM Descriptio Parcel Tax No.:
a~ /,~v, d)
TANK INFORMATION ELEVATION DATA A9400115
TYPE MANUFACTURER CAPACITY STATION SI HI FS ELEV.
Septic L4., Per 2 Benchmark
Dosing b ^ 1~f DO&sD
Aeratio Bldg. Sewer
nlet '
Holding St I
7d ~.7
TA CK INFORMATION St/, Outlet
Vent
ir Ito ntake ROAD Dt Inlet
TANK TO P/ L WELL BLDG. A
Air
M ML10.05
Septic
Z: 15A NA Dt Bottoms 50
Dosing NA Header/Man. 72~ D 5
1* Aeration Dist. Pipe dZ,S
1~ Holding Bot. System 101.4
10-PUMP / StNtOWNFORMATION Final Grade
~,san'09
Manufacturer beman //o
f
Model Number _ _o
I° Z TDH Lift ~,g3 Loss &0'L System TD q 3 Ft
Forcemain I I Length 7 Dia. o?Dist. To Well 00 1 o^
SOIL ABSORPTION SYSTEM
BED/TRENCH Width p Length No. Of T enches PIT Pits Inside Dia. th
DIMENSION '7 DIME I N
SYSTEM TO P/ L BLDG WELL LAKE / STREAM LEACHIN anu
SETBACK
INFORMATION Type Of C ER Moe Number:
System: /G~~ k OR UNIT
DISTRIBUTION SYSTEM
Header / Manifold Distribution Pipe(s) i~ x Hole Size/ x Hole Spacing Vent To Air Intake
1 4=1
Length Di Length ~2 Dia. Spacing
SOIL COVER X Pressure Systems Only xx Mound Or At-Grade Systems Only 1
Depth Over Depth Over xx Depth Of xx Seeded /Sodded xx Mulched
Bed/T_gp44-Crenter 0 Bed/Ti~ges Topsoil (G a-Ye--s ❑ No B-Yi5f ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)~s
LOCATION: Stang 2.31.I7W~,, , SE, th Stre 01,3(C.)
ate'' /UZ,S
,area -~_L' ~1 Z 107
la re~iTsio it ❑ Yes No
Use other side for additional information.
SBD-6710 (R 05191) Date Inspector's Signature Cert. No.
as7 Gtf~•t', lL~`!' /IJ?~-~ ~f ~l-7Gc-y4,~c~' e=~Yi~ ~C!~°:-">(-Y~
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
T tILHR SANITARY PERMIT APPLICATION
In accord with ILHR 83.05, Wis. Adm. Code CO TY Cob 1*)(
STATE SANITARY PERMIT #
-Attach complete plans (to the county copy only) for the system, on paper not less than O(Q 999 -L-
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
_j S6' '/ash'/4,S 2-2 T31,14,11 17 E(o
PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK #
l ,o -f' A
CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER
-
ox n, A -7 1 ( -
II. TYPE OF BUILDING: Check one CITY NEAREST ROAD
( ) ❑ State Owned VILLAGE S ~ OQ c_ J ~ F~
❑ Public 01 or 2 Fam. Dwelling-# of bedrooms ~ PA EL TA MB )
111. BUILDING USE: (If building type is public, check all that apply) Q _ Sr
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 120 Service Station/Car Wash
5 ❑ Hotel/Motel 9 ❑ Office/Factory 130 Other: Specify
IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable)
A) 1. El New 2. ~ Replacement 3. ❑ Replacement of 4.0 Reconnection of 5.E1 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 PS 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/ q. ft.) (Min./inch) ELEVATION
3 !'3 75 Feet 7:Oeet
VII. TANK CAPACITY Site
INFORMATION in allons Total # of Prefab. Con- Steel Fiber- Plastic Exper.
New istin Gallons Tanks O"'anufacturer's Name Concrete strutted glass App'
Tanks Tanks 0 ajz5s eZ
Septic Tank or Holdin Tank / e6o
Lift Pump Tank/Si hon Chamber Z~ to F-1 [I El
Vlll. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system sho on the attached plans.
Plumber's Name (Print): Plumb 's Sign ure: (No tamps) P/ PRSW No.: Business Phone Number:
I --Lori
/
Plu rrs 'ddress (Stree C' , State, Zip C
Ji 2-
IX. COUNTY/DEPARTMENT USE ONLY
❑ Disapproved Sani ary Permit Fee (includes Groundwater Date Issued Issuing A tamps)
Surcharge Fee)
Approved ❑ Owner Given Initial ~(1
Adverse Determination < ~J
X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL:
SBD-6398 (formerly Plb-67) (R. 11/68) 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 a//
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 8'/ 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; (lose 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)
S93-410'72
OCT 0 4 1993
A 51BGS. DIV.
i
MOUND DESIGN FOR SCOTT JOHNSTON PROPERTY
LOCATION: OWNER:
SE1/4 SE1/4, SEC. 22, SCOTT JOHNSTON
T.31N., R.17W., TN OF 1788 200th St.
Stanton, St. Croix Co., WI New Richmond, WI 54017
INDEX TABLE
PAGE 1 OF 7 TITLE SHEET
PAGE 2 OF 7 WORKSHEET
PAGE 3 OF 7 PLOT PLAN
PAGE 4 OF 7 MOUND CROSS SECTION
PAGE 5 OF 7 DISTRIBUTION PIPE DETAIL
PAGE 6 OF 7 COMBINATION SEPTIC/PUMP CHAMBER
CROSS SECTION
PAGE 7 OF 7 PUMP SPECIFICATIONS
PREPARED BY:
LYLE J. MYERS, MP #6219
RTE. 2 BOX 47A
BOYCEVILLE, WI. 54725
(715) 643-2520
SIGNATURE. le-xv'k 'i
~COO~ I9
DATE: 3
fI,0NAL WORKSHEET D Page a Of
S
. MOUND SYS 1 EM0 11. IN-GROUND PRLSSURE SYSTLM-Continued-
1. Wastewater Lord, Total Daily Flow= gal. 10. Force Main:
Use s. ILNR 83-15 (3) (c) Minimum Dosing Rate = _17. gpm_
Adm. Code and PROVIDE A DETAILED Di.rmeler = in.
LIS I OF SIZING ON PLANS. Total Dynamic Head:
2. Depth to Limiting Factor 33 ft. System Head = 2.5 ft.
3. Land0ope = ~5_ % Vertical Lift = ~9. S ft.
4. Distance from Dose Chamber to Friction Loss = /aZ• ft.
Distribution System - ft. TDII = ft.
5. Elevation Difference Between 12. Pump Selection:
Pump and Distribution System = ft. Pump will discharge at least 7SS gpm
6. Absorption Area Sizing: at ft. total dynamic head.
Area Required = :;7sq. ft. Pump model and manufacturer:
Bed or Trench Length (B) = 775'' ft. /37
Bed or Trench Width (A) _ ft. 13. Dose Volume:
Trench Spacing (C) _ 4 - ft. 10 Times Void Volume of
7. Mound Height: Distribution Lines = ~ gal.
Fill Depth (D) _ ~~01 (.7 ft. Daily Wastewater Volume r
Fill Depth Downslope (E) _ °Qar -'4 ft. 4 Doses In 24 hrs. _ •Z•~
Bed or Trench Depth (F) _ •7 ft. Backflow C e2% gal.
Cap and Topsoil Depth (G) _ 1,06 ft. Minimum Dose = /!d2.D2 gal.
Cap and Topsoil Depth (H) _ I&SO ft. 14. Dose Chamber:
8. Mound Length: Volume gal.
End Slope (K) = j t•~9 ft. LkA#.l~c.~ '
Total Mound Length (L) _ ft. 111. NVENTIONAL PRIVATE SEWAGE SYSTEM ;
9. Mound Width: 1. astewater Load, Total Daily Flow = gal.
UpslopeCorrection Factor = s. ILHR 83.15 (3) (c), Wis.
Upslope Width (1) = 3 ft. t.GaAL. 10•06' A Code and PROVIDE DETAILED
Downslope Correction Factor = I. I LIST SIZING ON PLANS.
Downslope Width (1) = 1 ft.C4,4e- I;i•00 2. Required Sept Tank Capacity = gal.
Total Mound Width (W) 90•a0 ft. 3. Percolation Rate = min./t
10. Basal Area: 4. Absorption Area Sizi
Infiltrative Capacity of Refer to Table 2 ' n ch. ILNR 83
Natural Soil = ~~•-~D,, gal./sq.ftjday and PROVIDE A DETAIL LIST OF
Basal Area Required = Z"0! sq. ft. SIZING ON PLANS.
Basal Area Available - 1. A7 5 $4. ft. Required Area = sq. ft.
11. If Standard Tables from Chapter ILNR 83 Length = ft.
are used, Indicate Table # LA Width = ft.
12. For the Distribution Network, Use Numbers 5.14 in Section II. Number of Trenches=
Trench Spacing
11. N-GROUND PRESSURE SYSTEM S. Distribution System:
1. Depth to Limiting Factor = ft. Lateral Length - ft.
2.. L dslope = Number of Laterals =
3. Perco 'on Rate = min-/in. Lateral Spacing = In.
4. Proposed tern Elevation = ft. Distance from Sidewall to Pipe = in.
5. Wastewater L Total Da11 Flow: gal. System Elevation = ft.
Use s. I 83.W (3) (c) , Wis.
Adm. Code and PR IDE A DETAILED IV. SYSTEM-IN-FILL
LIST OF SIZING ON'P NS. Fill in All Items from Section III
Required Septic Tank Capa = gal.
6. Absorption Area Sizing: V. SEPTIC TANK
Percolation Rate = min./In. 1. Capacity = gal.
~r~ f~ ~Loow~,•tU,w•
Area Required = sq. ft. 2. Manufacturer:
System Length = ft. 3. Show Site Constructed Tank Details on Plan
System Width = ft.
7. Distribution Pipe Sizing: / rr VI. DOSING TANK r•~
Hole Size = in. 1. Capacity =
Hole Spacing = (D~~ V- fl. 2. Manufaclurcr.
enteral Length It. J. Pump M rnulaclurcr. 3
Laicral Size IA2- In. 4. Pump Modcl: Z37
1.114-1.11 Spacink n_ it. S. Operating Head= S.IZ ft.
Di.14nee fiom Sidewall to Pipe 50 in. L. I low Ralc = (r• gpm•
M. Distribution Pipe Disclt.uge Rata: 7. Show Site Constructed Tank Details on Plans
Number or Hulcs I'4-t Pipe Ir_
Flow Per five Klsm. VII. IK)I.DING I A
9. Manifold Siting: 1. Capacity = gal.
Type (ccnict or end) A 2. Manulacturcr: I
Length = (1. 3. Show Site Con%lructcd Tan tails on Plans
Diameter = in.
-SHOW ALL INFORMATION ON PLANS-
' r3 -410 7 2 PS. 3 o P 7 r 40
1788 oZoat;l~• 3 n1." R . 17 Wj "T.o apt- d f~t..ac c-
YL..~ Li ► 5 ~0 ~ ^ 5~.'~e 5 E. (~^?G Co. W ~ ~8,~,,, • Wta.c~- ~ l~si.,►te~r►~
etoJ.: ► oo. ob " SOO'
op►
[tt/1n-
~naPop~+9 Co~w►L ~
I,oOp- 1a~.1c-f
3 ta+r..
,t~pp t.~trrdl~- L.oca- 11 G-M
nditio4
•
DEPT. of OF
DIVISIO
SEE GO
S93-41072 Page 14 Of 7
Cross Section Of A Mound Using A Trench For The Absorption Area
_ H
Medium Sand Fill -J1 ° F 6" Topsoil
3 E D
J: Z. z -7
Trench Of Aggregate, Plowed Layer
6" pipe, fired With D L. C-7 Ft. az ao''
p~~'tb Synthetic Fabric
E 1,6a Ft. oo Ft.
F , 75 Ft. H Ft.
~V
V►r.,
S~jPI'~a V' Of ;found Using A Trench For The Absorption Area
Force Main
Distribution Pipe
Permanent Markers Observation Pipe
W L
B K
\Trench Of ;j" - 211" Aggregate
I
L
L
A 5.0 Ft. I ~a.o Ft. K ia.o Ft. W a-?-C) Ft.
B ~S. 0 Ft. J , 0. o Ft. L ~q Ft.
Page S Of 7
S93- 41 0,7e,
Distribution Pipe Detail For Lateral Network
PVC Force Main
Holes Located On Bottom
Are Equally Spaced End Cap
~y ' iX I PVC Distribution Pipe
P
* Last Hole Should Be Next To End Cap
r st blr.~t.E Z C S r F9,00A .'tip W A L-L-
P *7a. SD Ft. Hole Diameter Inch
X (oD Inches Lateral Diameter I ~a. Inch(es)
Y 36' Inches Force Main Diameter a Inches
# Of Holes/Pipe 15
Invert Elevation Of Laterals Ft.
( fi..
0 V
DEPT. OF INDUSTRY, LABOR & NUMk : z WIS
DIVISION OF SAFETY AND BUt ua
i&;~~ zli
SEE CORRE3 OP i7 A E
72.0
PUMP CHAMBER CROSS SECTIOIJ AMO SPECIFICATIOUS PAC.I 4 cF 7
% VEfJT CAP
`f"C.I. VE!JT PIPE
WEATHERPROOF APPROVED LOCKiK1G
25' FROM DOOR, JUNCTIOKJ 80X MANHOLE COVER
WINDOW OR FRESH 12"MIU.
AIR INTAKE I
GRADE I
I
I y' MIN.
I e^ Xikj.
tio
- - -
IIULET 1,~MAsv Fg VIDE
'ri 1J~D"' +*1GHT SEAL
u+o~s-titr r I I I
d GG I i ALARM
I I •
D *APPROVED ( i OKJ
JOINTS WITH I I
ELEV ~3r FT APPROVED PIPE I
3' ONTO PUMP --j
OFF
o SOLID SOIL
CONCRETE BLOCK
• RISER EXIT PERMITTED OIJLy IF TANK MANUFACTURER HAS SUCH APPROVAL
SEPTIC f SPECIFfCATIOMS
DOSE
TANKS MANUFACTURER: ~a/cJeS n /~•p a t,L
JJUMBER OF DOSES: PER DAy
TAWK SIZE: - IQS~ GALLOKJS DOSE VOLUME
ALARM MANUFACTURER' n~C .Q~ort IKICLUDIMG BACKFLOW: O~
GALL OA
MODEL IJUMBER: -6A CAPACITIES: A- ~A D
SWITCH TSP[• --~sL-IAICNES OR GAllOAI
i
PUMP 8 INCHES OR GALLOL
MANUFACTURER, .
C=IAICHES OR •~--~-L- GAILOt
MODEL NUMBER: '~`•I,37
D
SWITCH TyPE• s- 0 INCHES OR -120 GALLOA
1JOTE: PUMP AUD ALARM ARf TO BE
MIMI'MUM DISCHARGE RATE-' /7, GPM INSTALLED OKJ SEPARATE CIRCUITS
VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE.. 19 SO
t MINIMUM METWORK SUPPLY PRESSURE FEET
T,/ 2.5o FEET
-2-962- FEET OF FORCE /1AIW X F/p0 FLFRICTIOAJ FACTOR.--L L FEET
TOTAL DYNAMIC HEAD °~3•%~ FEET
IIJTERNA ' L DIMEWSIOWS OF TAUK: LEM&TH- 3N A "
,Z---;WIDTH 1o ;LIQUID DEPTH .-38•S
L*,,,A;d W4616y : - aaC /7INC t
HEAD/CAPACITY CURVE n. °-P 7
HEAD CAPACITY CURVE `
EFFLUENT MODELS 1 0
693472
t TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE
14 EFFLUENT AND DEWATERING
Ita
32 1 5
SERIES 67-69 97 98 137.130 lei 163 186 JJG
149
100
JO FT. W Gal US GaL Los Gal I1ra Gal Lira Gal U% Gal Ltn Gal Ltv s. Gal I"
S 1.6243 1435a 21272 273 104 394 toe 401
61 231 at 231
95 p f66 5p7
28 10 3.06129 1741 231aoo 100 3n 61 2J(62010 161 672
90 16 4.5779 72 36 13345 170 64 242 9t 314 60 227e0 227 146 619
26 20 41016 67 25 36 136 e2 310 60 223 60 2274 140 W0
85 SIN 26 7.42 a 30 74 260 67 21e.: 69 W 64
_ ?20 120 444 133 503
24 30 41466 246 66 206. 66 220 90 340: 58 .220 121
464 137 49
.1.
75 b 174 u 172. 66 206- >5 2N 64
40 121p. 220 106 777 114 -:431
22 186 60 1624 21 80 33 126:. 61 191:. be 2064 . 220 90 041 100 -379
70 60 1429 16 67. 43 161:. 36 134 54 22Q 71 20 e6 322-
20 65 70 21.34 T14
10 34
62 197 61 194 70 266
65 80 8130 46 170 26 106 64 204
18 90 177.43
32 121 2 S 37 140
55 too ' .46 ,4 40 21 79
16-- 163 110 0200 ' 7.20 s p
Lock Valve: 1926' 2176' 23' 26' 68 88' or 73' 116' 91' 112'
t♦
45
12 4G EFFLUENT & DEWATERING SIl - - - - - 35 165 Warning: Model 185 should not be subjected to less
than 30 feet TDH.
8 25 169
Note: For Head Capacity on Model 112, industrial
6 20 column-explosion proof pump, see FM 219.
15 161
4
97 188
to
2 98
5
'59 ► 1-33139 SEWAGE & DEWATERING
°
GALLONS 10 20 30 4450 601 70 8o 1 90 loo 11,10 120 j J 140 1150 160 WARNING: Model 293 should not be subjected
LITERS so 160 2.0 320 40o 480 560 640 to less than 15 feet TDH.
0
48
F WW
&
24 80 TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE
SEWAGE AND DEWATERING
75
SERIES 262 2118 267 268 282 284 292 293 294 296
70 FT. M Gal. Lin. Gal. Lira- Gal. Ltn. Gal. Llrs. Gal. Lim. Gal. Lim. Gel. Lira. Gal. Lin. Gal. LIn. Gal. Lire.
20 5 1.52 BO 341 128 484 128 484 /2B 484 130 492 160 681 140 S30 196 742 225 852
8510 3.05 60 227 89 337 89 337 89 337 95 360 158 595 124 469 181 685 205 776
15 4.67 22.S 85 SO 189 50 189 60 leg 63 238 135 511 106 401 130 492 165 625 185 700
1B 80 20 6.10 10 38 10 38 10 38 33 125 106 401 88 333 119 450 150 568 168 838
25 7.62 76 288 68 257 106 401 136 515 153 580
30 9414 43 163 47 178 90 340 121 458 140 SW
55 40 1219
18 5 19 SO 189 91 358 115 435
50 15.2!
58 220 89 337
50 60 18.29 13 49 59 223
14 70 21.34 25 95
45 Lock Valve 18' 21.5' 21.5' 21.5' 26' 35' 42' S0' 62' 77'
12 40
35
10
30
8 293
25-
6 20
15
4 282
10
292
2
5
282 266, 267, 268 284 294 295
0
GALLONS 10 20 30 40 I 50 60 I 70 80 I 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230
I 1 I I I I I I
LITERS 0 60 160 240 320 400 48° 580 640 720 800 880
Wwonsin Department of Industry, SOIL AND SITE EVALUATION REPORT Pagel of 3
Labor ar~f Human Relations
' ntivision of Safety & Buildings in accord w' I 3.05, ts. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St . Croix
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
Scott Johnston GOVT. LOT SE 1/4 SE 1/4,S?.2 T31 N,R 17 1(or) W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
1788 200th. Ave. n/a n/a n/a
TY, SgTE CODE PHONE NUMBER []CITY []VILLAGE [SOWN NEAREST ROAD
ew ic_ • nc1, WI. 5401T, (715 246-2715 Stanton 200 th. Ave.
[ j New Construction Use Residential / Number of bedrooms 3 ( ] Addition to existing building
jx] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate • 4 bed, gpd/ft2 . 5 trench, gpd/ft2
Absorption area required 375 bed, ft2 375 trench, ft2 Maximum design loading rate • 4 bed, gpd/ft2 . 5 trench, gpd/ft2
Recommended infiltration surface elevation(s) 103.07 ft (as referred to site plan benchmark)
Additional design / site considerations replacement mound with 16" suitable soil
Parent material glacial drift Flood plain elevation, if applicable n/a ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable for s stem ❑ S )UU as ❑ U ❑ S ou ❑ S )OU ❑ S Ail U ❑ S E11
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color . Mottles Texture Structure Consistence Botxrdary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench
?4m 4 ' 1 0-1Q 10yr4/3 none L. ?./m/gr raft c/s 2/f .5 6
1
K< 2 10-16 10yr4/4 none Sid 2/m/shk mfr g/w 1/f .4 .5
Ground 3 16-?a 7. 5yr4/4 ?n 5yr5/F S1. ?./m/shk mfr g/w 1/f .5 .6
101e40ft. 4 38-48 7.5yr4/4 2n 5yr5/8 sl. /c/abk mfi n/a n/a .3 .4
Depth to
limiting
factor
16,1
Remarks:
Boring #
1 0-11 10yr4/3 none L. ./n/pr mfr P-/w 1./f .5 .6
> '2 2 11-17 10yr4/4 none sil. /m/sb1: 1/f .5 .6
3 17-24 7.5yr4/4 none sl s Mfr* g/w f .5 .6
Ground
elev. 4 24-48 7.5yr4/4 2p 7.5yr5/6 sl. 1/c/ NY ha 1.3 .4
lOl.f~O ,
ng coc" F> tcE
Ilimiti o
factor NWG ,
2,411
y
0.1
Remarks:
CST Name:-Please Print Phone: .1
Gary eel 715-246-6200
Address: 1554 700th. Ave., Pte Richmond, wI. 54017
Signature: to CST Number:
7- )1- cstrt 22Q8
PROPERTY6WNER Scott Johnston SOIL DESCRIPTION REPORT Page 1 'of 3
er; r
PARCEL I.D. #
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Bounclary Roots Bed Trench
1 0-11 1 4 3 none L. 2m sbh nfr s 21f .5 .6
2 11-1g 10yr4/4 none sil. 2/m/sbk nfr -/w 1/f- .5 .6
Ground 3 18-40 7.5yr4/4 c2p 7.5yr4/6 sl. 1/c/abk mfi na/ /a .3 .4
elev.
l no.flo
Depth to
limiting
factor
1R~~
Remarks:
Boring #
h
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
7-7
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SRn_Ai.wR (1-SWI
STEEL'S SOIL SERVICE
200th. .
:~C1C7~1~~e .
1554
Gary L. Steel
C.S.T. 2298 Scott Johnston New Richmond, WI 54017
SE~ S22-T31N-F17~1 (715) 246-6200
MPRSW-3254 SV.f
Town of Stanton n~,r,~iy/, ~rup~ R
8'v Z
00`
4- 0 YO
P1-(1 ~
r73'
3
r
291
,qo r 5GI
Nt w n art 34`
23~
ll~~
accGarv L. steel
J7-23-93
1. ,
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor,-5kNuman Relations
(Nxjision of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
St. Croix
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
Scott Johnston GOVT. LOT SE 1/4SE 114,V2 T 31 N,R17 )24or) W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
17S8 200th. Ave. n/a n/a n/a
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE &YOWN NEAREST ROAD
TTew Richr-iond FBI. 54017 (7,15)246-2715 Stanton 200th. Ave.
New Construction UsW] Residential / Number of bedrooms 3 Addition to existing building
Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate 2 bed, gpd/ft2.3 trench, gpd/ft2
Absorption area required 17/1) bed, ft2 375 trench, ft2 Maximum design loading rate . 2 bed, gpd/ft2 . 3 trench, gpd/ft2
Recommended infiltration surface elevation(s) 100.97 ft (as referred to site plan benchmark)
Additional design /site considerations re lacenent mound with 16" su.ita'F)1e soil
Parent material glacial till Flood plain elevation, if applicable n /a ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ❑ S tgU as ❑ U ❑ S 0211 ❑ S fiU ❑ S t3U ❑ S CV
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bouxlary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trends
'...h._ 1 -6 10 r4/3 none L. 2/n/fir mfr c/s 2/f .5 .6
: 2 -9 I0yr4/1- none sil. 2/m/sbk mfr ?/w 1/f .5 .6
Ground 3 -24 !Ovr3/4 none sl. 2/m/s>>k. Mfr g/w 1/f .5 .6
elev.
1n2,1s0 ft. 4 4-44 10yr3/4 c2ct 7.5yrL/6 sl. 2/n/shl: nfr na/ /a .5 .6
Depth to
limiting
factor
2411
Remarks:
Boring #
1 0-7 1(' T,r4/2 none L. 2/m/sbk mfr_ c/s ./f 5 .6
. 7-16 1(),~r-~/4 none s. mil. ?/n/sh1. rtfr 'N 1/f .5 6
2.
U
3 6-24 10yr4/4 rn7d 5yr4/h sil_, 2 /m/sh1 1/f .5 .6
Ground
elev. 4 24-35 7.5yrz,/4 n20 5yr4/6 sl. T" n/ n na/ .3 .4
1D2.._40
D
Depth to
limiting
factor
Remarks:
CST Name:-Please Print Pho
Gary L, Steel 1 [F
Address: 1554 200A. Ave. , T,et Richmond, 1-TI. 54017
Signature: Date: CST Number:
IL
7-14-93 cstn7293
1%, n
PROPERTYOWNER ',Cott Johnston SOIL DESCRIPTION REPORT Pag(W_of 3
PARCEL I.D. #
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Baxxiary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. rBe Trench
0f', 10 r4/3 none L. ?./rn r mfr c s 2. f .6
3
. 2 -16 10yr<</4 none 1fshy, mfr /v 1/f .3
Ground 3 16-20 10yr4/4 c2d 7.5yr4/6 sit 1/f/sbk mfr F,/w 1/f .2 .3
elev.
100.40t. 4 20-44 7.5yr4/4 c2d 7.5yr5/6 s1. 7/ms/h?, nfi na/ n/a .4 .5
Depth to
limiting
factor
16
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground '
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
ri.
STEEL'S SOIL SERVICE 155A POOth. Ave.
&itti
Gary L. Steel
C.S.T. 2298 Scott Johnston New Richmond, WI 54017
MPRSW-3254 SV-90, S22-T31P?-x1711 (715) 246-6200
town of Stanton
~
1°0
2
90 51 ~ Y'
Vt V6 14'~ l DD ' 3
P.)- 3 103 '
bv~
SSG - usis~n5 ~
4
e~
0~
CA"
Gar; L. Stee]_
7-]L-c3
r+
En
Y
ST C- 105 r
9
H
SEPTIC TANK MAINTENANCE AGREEMENT o
St. Croix County z
d
OWNER/BUYER t~ , ~J UGII1~jTCJYI,
ROUTE/BOX NUMBER 176.6- Doc, I-'-- Fire Number
CITY/STATE X)e4V A;:.11 `t^U"Zt Lc.J'_ L Z I P A _j 7
PROPERTY LOCATION:,' _k, ~14, Section ~Z. T__3( N, R 17 W,
Town of A-r7g4TZrI_' St. Croix County,
Subdivision Lot number
Improper use and maintenance of your septic system could result in
its premature failure to handle wastes. Proper maintenance con-
sists 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 treat-
ment 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 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 veri-
fying that (1) the on-site wastewater disposal system is in proper
operating condition and (2) after inspection and pumping (if -nec-
essary), 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. Ho
I/WE, the undersigned, have read the above requirements and agree En
to maintain the private sewage disposal system in accordance with H
the standards set forth, herein, as set by the Wisconsin Depart- Fv
ment of Natural Resources. Certification form must be completed
and returned to the St. Croix County Zoni Office 'thin 30 day
of the three year expiration date.
SIGNED
DATE
St. Croix County Zoning Office
P.O. Box 98'
Hammond, WI 54015
715-796-2239 or 715-425-8363
Sign, date and return to above address.
APPLICATION FOR SANITARY PERMIT
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 ~f®7T hn ~7v~'~
Location of property ~/4 S~ 1/4, Section aa. , TAN-R i7 W
Township
Mailing address 2c' /4-'`P lc"
Address of site !04-rt/4-ck ki-Ohu 6UZ 5';~(7
Subdivision name
Lot number /
Previous owner of property Z 40A,175M%-,
Total size of parcel ij~ )4e-oeS
Date parcel was created
Are all corners and lot lines identifiable? V Yes No
Is this property being developed for resale (spec house)? Yes L/ No
Volume rAQ and Page Number A60 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
1(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. -IRII Y • ; and that I (We)
presently own the proposed site for the sewage disposal system (or I (we) have
obtained an easement, to run with the above described property, for the
construction of said system, and the same has been duly recorded in the Office
of the unty Re ster of Deeds, as Document
S nature o Owner gnature of Co-Owner (If Applicable)
Date of 3 gnature Date of Signature
DOCUMENT NO. STATE BAR OF WISCONSIN FORM 11 ion ~161rSFAb► AIL"JIVI FOR RLCOIIDINO DATA
DOCUM NT --ATE B OF CONTRACT
LAND Individual and Corporatef 6
(TO BE USED FDW ALL` TRANSACTIONS WHERE OVER I .
146,000 I3 FINANCED AND IN OTHER NON-CONSUMER
ACT 'T'RANSACTI'ONS A
e~ g (J D
Gontrad, by and between Floyd,..Jnbmataa....3nd.....
Zone M Lund Johnston l has yri,f~ )
♦ ` ("Vendor", F^ 7
Whether one .or more) and .SCQt- A. --Jdhnst011-- dud BOtllli@ . '
. x...J0..IiAtan.,...husb"d..=cL.Wi£e., mar tal.. Orsa
--geXty---wi.th--xxght's--. Qf/.T r~;Riib ;pwhether one or more).
Vendor sells and agrees to convey to Purchaser, upon the prompt and full per-
formance of this contract by Purchaser, the following property, together with the !
rents, profits fixtures and other appurtenant interests (all called the "Property"),
in. .....9t_•.--CrOY................................. County, State of Wisconsin: RLT"RN To
tai Parcel No..........
The Soot-heart =Quarter=--of the Southeast;-Quarter (SEC of SEC),, and
the Southwest Quarter 'of the Southeast Quatter MWh C0f sEk) ,
located in, Section Twenty-two (22) the Northeast Quarter of the
Northeast Quarter (NEh of NEh) of Section Twenty-seven>`(27), all
located;;in Township Thirty-one (31) North, of. Range Seventeen (17)
West.
This 1S homestead property.
(is) (is not)
g~ ; y
Purchaser agrees to purchat9 the F'+'?p"-ty `4nd to pay, t4 Vendor at, n. .F :S (r.~..as .~fm ar`Kt
the sum of $.7 .e.QQ.Qw QQ.. . In the' following` manner!` a Q{)............... _4,~; .
at the execution of this Contract; and (b) the balance of $.65.#`0J11U..QfJ together with interest Zr to date
dAjko balancf qua standing from time to Vme at the' rate of .ti:. 9.41.26-x.-. ~ pa Cent pi> annuw
February 1, and on the 1st ta~ each tuctee$ig' mon tra
Purchaser shall not sell or dispose of~anytreal'estate, lumber~or logs,,
without the wtri,tt:eri consent o`f t74 .lidor:All • Troceeds,from such sales
ah t ' . e i ipliec to the .l t price due Yon -said'' and contract, unles,s .
spefial ly waived in writing by the; Vendor:
Provided, however, the entire outstanding balance shall be paid in full on or before the.. .....art.-.._._.. day of
>7 19.9k. ( the maturity date).
Following any default in payment, interest shall ; accrue,at the rate of _.R..2.6% per annum on the entire amount
in default (which 'shall include, without' limitation, delinquent interest and, upon acceleration or maturity, the entire
principal balance).,
Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably ant"
pated annual taxes, special assessments, fire and required inihiranco premiums when due. To the extent received by Vendor,
Vendoragrees to apply payments to these obligations when due. Such amounts received by the Vendor for paynItnt of
taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear`146fest,
unless otherwise required by law.
Payments shall be applied first ':o interest c n the ur-pald balance at the rate specified and then to prinelpsl, ATlp
amount may be prepaid without premium or fee upon principal )M"XM4 after ..:It?.:~1Cf.,.....:., ip.r.-~°~(Dit~`
provided prepayment 1imade
~r l,o„ , fix.
ie we ;n . ~i es;o~' ~ arV ' ga gn~a v- xnep of. gn year.
In the event of any prepayment,- this` coltract salt not be treats its in 3efault anth rupett to payment so long
as the unpaid balance of principal, and interest (and in such case accruing interest from month to month-shall-be treated
as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been
made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds
of insurance or condemnation, the condemned premises :being thereafter excluded herefrom. i
Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Putehasdr
for examination except: None
Purchaser agrees to pay the cost of future title evidence. If title evidence is, in the form of sm abstract,. it shall'
bb retained by Vendor until the full purchase price is paid.
Purchaser shall be entitle to take possession of the Property on.... C1.08f>ng, i
,Crow Out One.
itGY ~STATR RAR OP Wt8CONIJIN. S16ek NO. itoj 1
a.,.. w..+.r.. l FORM Ni, i I tpd. -
AM I U11NC/ VA v111181Ca W ilay rucli UU1o Hl/ 1,tAb6 Y11U pan Cntl•LC 11 rn IC+ftG VII vl,Gll r~ v' + . O -
Shall.
in it and to d liver to Vendor on demand receipts showing such payment, 1987 rea e5 gate taxes'
be urc~a a 11
it aC~Ceepo~t}ie improvements on the Property insured against loss or damage occasioned, by. Are, ex-
tended coverage perils and such other hazards as Ven require, without co-insurance, through insurers approved
• - ull insurable 'e
than but Vendor shall not require coverage in an amount more
by Vendor, in the sum of I
than the balance owed under this Contract. Purchaser shall pay the insurance premiums when due. The policies shall
' contain the standard clause in favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original
of all policies covering the Property shall be deposited with Vendor. .Purchaser. shall promptly give notice of lose to
insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance proceeds shall
be applied to restoration or repair of the Property damaged, provided the Vendor deems the restoration or, repair to be
economically feasible.
Purchaser covenants not to commit waste nor allow waste to he committed on the Property, to keep the Property
in good tenantable condition and repair, to keep the Property free from liens superior to: the lien of this Contract, and
to comply with all laws, ordinances and regulations affecting the Property.
Vendor agrees that in case the purchase price with interest and other moneys shall be fully'paid`and all conditions
shall be fully performed at the times and in the manner above specified, Vendor will on demand, execute and deliver to
the Purchaser, a 'Warranty Deed, in fee simple, of the Property, free and clear of all liens `end encumbrances,' except
any liens or encumbrances created by the act or"default ot'Purchaser, and ex t MUlilClDd1- s'l)d,20111;T1,g
ordinances, easements an................................ zestricticins f r '
_ .
Purchaser agrees thitt time is of the essence and (a)' in the event of a default in the.payment of any principal.or
interest which continues for a period of .:.60... days following the specified due date or (b) in the event of a default in
performance of any other obligation of Purchaser. which continues for a period of ....6.0. days following written notice
thereof by Vendor (delivered personally or mailed by certified mail), then the entire outstanding balance under this contract
shall become immediately due and payable in full, ot_Vendor's option and without notice (which Purchaser. hereby
waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in
addition to those provided bylaw or in equity; (i) Vendor may, at his option, terminate this Contract and Purchaser's
rights, title and interest in the Property and recover the Property back through strict foreclosure pith any equity' of
redemption, to be conditioned upon Purchaser's full psyment`af"the entire outstanding balance, with interest thereonfrom
the date of default at the rate in effect on such date andothYir"sMountsduehereunder, (inwhich event all amounts"'#reviously
paid by Purchaser shalt be forefeited as liquidated damages. for failure to fulfill this Contract and as rentM for the
Property if, purchaser fails to redeem); or (ii) Vendor may sue for specific performance of this Contract;to compel
immediate and full payment of the entire outstanding balance, with interest thereon at the rate in effect on the date of
default and other amounts due hereunder, in which event 'the Property shall be auttioned at judicial sale an&zPurchaser
shall be liable for any deficiency; or („i)_Vendor. may sue at law for the entire unpaid purchase price,or any. portion
thereof; or (iv) Vendor may declare this Contract at an end and remove this Contract as a cloud on title in a quiet-title
aetion if, the equtiable interest of Purchaser is insignificant; and (v) Vendor may have Purchaser ejected from possession
of the Property and have a recelver:.appointed to collect any' rents,'issuea or profits during the pende ey of any action
under (f), (ii) or (iv) above. Notwithstanding any oral or written'' statements or, actions of Vendor, an election, of any
of the foregoing remedies shall only tie binding upon Vendor if and when pursued in litigation and all costs and expenses
including resaonablt attorneys fees of Vendor ineurtbd to enforce any remedy 'hereunder (whether abated or not) to the
tent not prohibited by law and, expense# of. ;title evidence shall be added to principal and .paid by Purchaser, as in-
euurred, and shall be included in an
, Y judgment. w` .
Upon the commencement or during the pendencyy of any action of foreclosure of this Contract, Purchaser consents
to the appointment of a receiver of the Property, inclwling homestead interest, to collect the rents, issues, and profits of
the Property during the pendency of such action, and such rents, issues, and profits when so collected shall be held and
applied as the court shall direct.
Purchaser shoji not transfer, sell onvyM ally le i rsgi.t,able ipa the ro ert b ass, meat o sn
nf"tte iit(l i thie~.Contract or liy optTonz;Trilt~ "lease or iri an!r
cbriseKit of a or tiiat either: the oatsusnding aalane yayabie ender this Contract isfir:lt paid i» )all iit,tlte interest
conveyed is a pledge or assignment of purchasernss' interest under this Contract soleq' as` security for an indebtedness of
Purchaser :In° the evont of any such transfer, sale or convey once without Vendor's written consent, the entire outstanding
balance payable under this Contract shall become immediatly due and payable in full, at Vendor's option without notice.
Vendor shall make all payments when due under any' mortgage outstanding against the Property on the date of
this Contract (except for any mortgage granted by Purchaser) or under any note secured thereby, provided., Purchaser
makes timely payment of the amounts then due under this Contract. Purchaser may make any such psyments directly to
the Mortgagee if Vendor fails to do so and all payments so made by Purchaser shall be considered payments made on
this Contract.
Vendor may waive any default without waiving any other subsequent or prior default of Purchaser.
All terms of this Contract shall be binding upon and inure to the benefits of the heirs, legal rep tatives,
successors and assigns of Vendor and Purchaser. (If not an owner of the Property the spouse of Vendor forma valuable
consideration joins herein to release homestead rights in the subject Property and agrees to join in the execution of the
deed to be made in fulfillment hereof )F `ft~
Dated this ..................................1........ day of January....... 19.88....
(SEAL) . (SEAL)
•Fls~y ki.... Qhn an... ott
EAL) ! ~ (SEAL)
ari M Lund Jo ston • Bonnie S - ,Johnston
AU'_nkINN701C aTI:.INT AWCMNOWLF38GURU T
Signature(s) 119YA ...KP.... JQ nlr.'t PJ)L...an-d........ STATE OF Vjjj~Mk
Scott A. Johnston., and Ione M. Lund ~ as.
J.......
ohns on .............County. y~
..day of
cut ica~W « .II da //y ol..!1 u q V..-•- 19.8 8. Person y came before me thin....... . above named
........Janua~Y
...................1la'N:... _ 1 19 ..$8
• Bonni0 S. Johnston
Hendri... W Van...pYk
TITLE: MEMBER STATE BAR OF WISCONSIN
_
(If not,
authorized by 706.06, Wis. Stets.) to me known to be/9'e Peson$........... who executed the
foregoing instrument and a nowled the santW
THIS INSTRUMENT WAS ORAFTED BY
n tra, -Van Dy - edhamA S-t•G.-.
New Richmond WI 54017 . ....,r.
............................i......... Notary Public County, allbWflinn
(Signatures may be authenticated or acknowledged. Both My Commissio is per nen. If not, state expiration
are not necessary.)
•Names of persons signing in any capacity should be typed or printed date:; .r.....•.,
below their signatures. ~ 1 MARY AM I.9~DORl9i
1NOTARY PUKIC-MNAiE50TA
RAMSEY COUNTY
MY COMM. EXPIRES MAY 12. 1040
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Pagel of 3
Labor arjo Human Relations
%istisiur: of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but -St. Croix
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
Scott Johnston GOVT. LOT SE 1/4 SE 1/4,S22 T'31 N,R 17 1E (or) W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
1788 200th. Ave. n./al n/a n/a
TY, S ITE CODE PHONE NUMBER ❑CITY ❑VILLAGE SOWN NEAREST ROAD
ew ..ic_ ond, WI. 5401 (715 ?46-2,715
Stanton 11100 th. Ave.
[ ] New Construction Usej Residential / Number of bedrooms 3 [ ] Addition to existing building
jxJ Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate • 4 bed, gpd/ft2 •5 trench, gpd/ft2
Absorption area required 375 bed, ft2 375 trench, ft2 Maximum design loading rate • 4 bed, gpd/ft2 •5 trench, gpd/ft2
Recommended infiltration surface elevation(s) 103.07 ft (as referred to site plan benchmark)
Additional design / site considerations replacement mound with 16" suitable soil
Parent material glacial drift Flood plain elevation, if applicable n/a ft
i
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem El S A2 U aS El U El S 5DU ❑ S AN ❑ S )9 U El EatJ
SOIL DESCRIPTION REPORT
Boring # FHorizon Depth Dominant Color Mottles Texture Structure Consistence Bouxiary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed rer>ch
0-10 10yr4/? none 2./m/gr rafr c/s /f .5 6
10-16 10yr4/4 none sic] 2/n/sbk mfr g/w 1/f .4 55
Ground3 16-?F 7.5yr4/4 c2n 5yr5/1? S1. 2/m/sh?; mfr f;/w 1/f .5 .6
10le4Qt. 4 3F-48 7.5yr4/4 c2.p 5yr5/8 sl. /c/ahk rtfi n/a n/a .3 .4
Depth to
limiting
factor
16"
Remarks:
Boring #
1 0-11 10yr4/3 none L. ./n/pr mfr g/w 1/f .5 ' .6
<....2...`' 2 11-17 10yr4/4 none sil. /m/sbl; 1/f .5 .6
3 17-24 7.5yr4/4 none sl'. ~2./m/s nfrA- g/w f .5 .6
Ground
elev. 4 24-48 7.5yr4/4 2p 7.5yr5/6 sl.' 1/c/ ri~i' na .3 A
101.40 ~
Depth to
FFICE
limiting 70tG4kCt4GC
factor
Remarks:
CST Name:-Please Print Phone: '
Gary L. Steel 715-246-6200
Address: 1554 ;00th. Ave., lle Richniond, T?I. 54017
Signature: te: CST Number:
7-~,3- cstrt 22Q8
PROPERTYMER Scott Johnston SOIL DESCRIPTION REPORT Page 1 of 3
PARCEL I.D. # a++
Depth Dominant Color Mottles Texture Structure Consistence Bounday Roots GPD/ft'
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-11 1 r4/3 none L. ? m sh?: nfr c /S 7 f .5 .6
2 11-1g 10vr4/4 none sil. 7/m/sbk mfr p/w 1/f. .5 .6
Ground 3 18-40 7.5yr4/4 c2p 7.5yr4/6 sl. 1/c/ahl; mfi na/ n/a .3 .4
elev.
e .tlo
Depth to
limiting
factor
1f'"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.05/92)
STEEL'S SOIL SERVICE
1554 200th. tee.
Gary L. Steel
C.S.T. 2298 Scott Johnston New Richmond, WI 54017
MPRSW-3254 SE1;SF% S22-T31N-E1711 (715) 246-6200
Town of Stanton Vn' prapki~
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Gary L. steel
7-23-93