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' Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations
Division 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
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. 038 - 1061 -40 —�
APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION to
Lois Satterlund GOVT. LOT SW 1/4 1 /4,S 15 T ,N,R 18 )O(or) W
PROPERTY OWNER':S MAILING ADDRESS ,L95# BLOCK # SUBD. NAME Ole # 7
2153 C. T. H. "CC" �
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY []VILLAGE JJOWN NEAREST ROAD
New Richmond, WI. 54017 (715) 248 -7223 1 Star Prarie
[ New Construction Use [XJ Residential / Number of bedrooms 3 [ J Addition to existing building
j J Replacement [ J Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate .7 bed, gpd /ft gpd /ft
Absorption area required 643 bed, ft 563 trench, ft Maximum design loading rate .7 bed, gpd /ft .8 trench, gpd/ft
Recommended infiltration surface elevation(s) 97.67 ft (as referred to site plan benchmark)
Additional design / site considerations al site system e- - 3 - - 97 & 96 59 -
Parent material outwash Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN GROUND PRESSURE AT GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable for s stem ®S ❑ U GJ S ❑ U Q S ❑ U �E7 S 11 U ®S 1:1 U E] S CC
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD /ft
Boring # Horizon in. Munsell Cu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed jTmnch
l 1 0 -12 10 r3 4 none sl 2c mfr aw
2 12 -32 10 r4/4 none S1 2 csbk
Ground osq ml na na .7 ..8'
elev.
10 ft.
Depth to
limiting
factor
Remarks:
Boring #
1 0 -9 10 r3 4 none sit 2msbk mfr CfW 2f .5 .6
2 2 9 -30 10 r4 4 none sil 2csbk mfr qw if .5 .6
..... ...... .
3 30 -84 7.5yr4/6 none ms osg ml na na .7 i.8
Ground
elev. 1 .
10 ft. �
i
Depth to
limiting 1 �G
fa ctor Al
co sT c -u
Remarks: co�Nn E
CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -620 ZO
Address: 1554 200th. Av . New Ric on 54017
Signature: Date: 5 -6 -97 CST m02298
PROPERTYOWNER Lois &.:tterland SOIL DESCRIPTION REPORT Page 2 of ,
PARCEL I.D. # 038 - 1061 -40
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Both Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trend4
1 0 -12 10 r4 4 none
is
os
3
2 12 -82 7.5 r4/6 none ms 0sa m
Ground
elev.
10 _5 ft.
Depth to
limiting
factor
+ 82"
Remarks:
Boring #
1 — 10 sl 2msbk mfr
4 2 0 -42 10 r4 4 none mfr
Ground 3 2 -82 7.5 r4 4 n
elev.
1 - M
Depth to
limiting
factor
+82"
Remarks:
Boring # 1Y1t�
1 JS OS ally
5 2 12 -80 7.5 r
Ground
elev.
10
Depth to
limiting
factor
+80"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD- 8330(8.05/92)
r
STEEL'S SOIL SERVICE
i
Gary L. Steel 1554 200th Ave.
CSTM2298 Lois Satterlund New Richmond, WI 54017
MPRSW 3254 SW4NW4 S15- T31N -R18W (715) 246 -6200
town of Star Prarie
lot #1 -csm
t
N
1 =40'
BM.= top of 2 pvc pipe @ el. 100
Alt. BM.= top of 2 pvc pipe el. 101.10'
�. 44 , o
r
1
� h
r
�X
Q
Gary L. Steel
5 -6 -97
D
r' t 3 1997
FILE D
56'4356 ST. CROIX COUNTY
AUG 2 6 199 S
SURVEYOR'SRECOR
KATHLEEN H.WALSH lQ
RNIsterof Deeds
SL Croix Co., Wi
CERTIFIED SURVEY MAP
Located in the Southwest Quarter of the Northwest Quarter of Section 15, and part of the Southe v /000
of the Northeast Quarter of Section 16, all in Township 31 North, Range 18 West, Town of Star Prairie, St.
Croix County, Wisconsin.
Prepared for and at the request of:
Donna Preece NOTE: The parcels shown on this map are subject to State, County and Township
Century 21 Premier Group laws, rules and regulations ( i.e. wetlands, minimum lot size, access to parcel,
1237 N. Knowles etc.). Before purchasing or developing any parcel, contact the St. Croix County
New Richmond, WI 54017
OWNER: Zoning Office and the appropriate Town Board for advice.
Lois A. Satterlund BEARINGS ARE REFERENCED TO THE WEST LINE OF THE
2153 C.T.H. "CC" NW 1/4 OF SECTION 15, TOWNSHIP 31 N., RANGE 18 W.
New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR N 00'57'46" W.
Drafted by. Kristi A. Eylandt County Section Corner Monument NOTE: SEE SHEET 2 OF 3 FOR
of Record
LINE AND CURE DATA TABLES
�/t� • Set 1" x 24" Iron Pipe weighing
Z i i a minimum of 1.13 pounds per ��g 6 �9NSZ
linear foot. Y
v i i O Found Iron Pipe > R N F. ` s
cn� I I M= Measured As ; JOHNSON
R= Recorded As
S-1
~ w
AMERY,
o � no a, WIS.
0 �(
WEST LINE OF THE NW 1 e Np E
UNPLATTED LANDS SU OSE LK RD
n NORTH LINE OF THE SW 114 OF THE NW 114
I I R. O. W. GOOSE
GOO O__3 E L A K_ E R O_A D LAKE ROAD
--- - - - - - N 89'24'27" E 1321.10'- -
y I --------------- - - ---- -- - --
-"'"' � - 440.00
�
c n i I\ 89'_29'23 "E 355.5 r \\ N89_ '29' 440.00
23 "E 4 00' ii i 1 N89'2 9 '23 "E 4 0.00' i
Iz n z I i - -- t I v 1255.71'- - i i- - --
1_0 - -- --�— —� P— t 00
I r O I 1 v I p ............J.�..�.� ............. .. • 00 NO -
o • �! I w 100' BUILDIN
I i N I SETBACK LlN
1 ^� i ° i l �' FROM R. 0. W.
IZ �• I� 11 o N V I I
`��N89'24'27 "E . LOT 2 LOT 1
� Cl) 0) �0 48 ;64 00 N $ 1 0000• 1
2 m I r w IN_J 00 V1 l p I l x , n1 O l
M ° i(� w �wrn • • T _ I" ► m TOTAL AREA: �(4 jOTAL AREA: W I N Z � iv
� 9L_dBEAL I . i 432,892 SQ. FT m 431,974 SQ. FT. o w x °
—a I Z I�
N v_ 1 i"��� . :344,926 SQ. FT. 0` 9 ACRES 9.92 ACRES N i ��� I-4
7.92 ACRES �' AREA EXCLUDIN I CO I'
co
r - oo AREA EXCLUDING 1 l I 1
C "' > I o 1 %'AREA EXCLUDING I k 0 RIGHT -OF -WAY: -�i w RIGHT -OF -WAY: i i x s I
1 I co I : RIGHT - OF - WAS \ �' I 412,677 SQ. FT. I o_ 411,482 SQ. FT. I I I m lz
3 I co I � f I 9.47 ACRES I l 9,45 ACRES
S�F t I rn l x299,773 SO. FT. 1 , w>
1.6.88 ACRES
S 89'08'11" W 434.44' I FENCE LINE
I v
w LOT 4 90 I W
r n i t o TOTAL AREA: ° o j i1 r I 1
y --f-� o 545,573 SQ, FT � 440.01' 440.01' -- y ^
�� 12.52 ACR�S� _____S 89'08'11" W 880.02' - - - -- ---� ' MC
z 1 , , �SHED�� DR1vEpp11..AREA EXCLUDING x
p p o � � ; SHED RIG HT -OF -WAY: SEE SURI/EYOR S REPORT z o
Z S t11N SHED 539,029 SQ. FT. c+x
_ ON PLAT LINE o
Y .\, o 1, ; °SHED ED 12.37 ACRES o I BARN WEST 1/4 CORNER
O ORTH LINE OF THE PLAT :x 1 F APPLE RI DER BEND HOUSE SECTION 15 -31 -18 45.03 „� r I \ / (FND 1 " 1. P.) FIRST ADDITION `9.711,
.\ / _ — _
` = _ X Z1 ~
N8 5'5 "E y �262.00' -M =2 0. 3'- - 3. 79 7 =2 8. 3' -M= 300.02 �' o
R =241 00' I R= 234.00' I R= 228.00' R- 300.00'
5330.4 - ''( _ ---- - - -M-S 89'08'11” W 1310.00' - - -- - - -- -``/ C go
R = N 89'48'46" E I LOT 40
LOT 41 /
` LOT 44 i LOT 43 I LOT 42 I I I /
\ APPLE RIVER BEND FIRST ADDT 0 N
JOB #97031 I I
Prepared by: THE SOUTH LINE OF THE SE 114 OF
& E THE NE 114 OF SECTION 16 250 0 250
NO TH
LAND SURVEYING & CIVIL ENGINEERING '
Phone No. (715) 246 -4319 GRAPHIC SCALE
109 East Third Street, P.O. Box 325 SCALE IN FEET: 1 inch = 250 feet
New Richmond, WI 54017
Sheet 1 of 3 Of
Vol. 12 Page 3330
ca
ST. CROIX COUNTY ZONING DEPART
AS BUILT SANITARY REPORT `�!`` ✓ �' - '�
Owner
LICT x 1 aj
Property Address S7 C440X t y
City /State O{Jt4rf
~'.
Legal Description:
Lot Block Subdivision/CSM #
/4,2 iV1a, Sec.) - 57 — , Tr/ N -R /W, Town of a, , - PIN #
SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION:
Tank manufacturer 2e A Size ST/PC / Setback from: House,;] __
W el, I
Pump manufacturer Model
Alarm location
(HOLDING TANKS ONLY)
Setbacks: Service road Vent to fresh air intake Water Line
j Meter location
Alarm location
SOIL ABSORPTION SYSTEM
f
Type of system: e Width Length Q Number of Trenches
Setback from: House Well P/L Vent to fresh air intake
ELEVATIONS
Description of benchmark ��/ G'� `� -� �� Elevation
Description of alternate benchmark Elevation
Building Sewer ST/HT Inlet � Y ST Outlet - PC Inlet
PC Bottom Header/Manifold v Top of ST/PC Manhole Cover ./
Distribution Lines
Bottom of System (r) () ( )
Final Grade (l)
Date of installation/ // ermit number = ttate plan number
Plumber's si nature License number
_j6z _L1_ -1
Inspector
Complete plot plan
I
NOTICE: Please provide the following:
• A plan view sketch showing everything within 100 feet of the system.
• Two horizontal reference points to center of septic tank manhole cover.
• Show alternate benchmark, if applicable.
PLAN VIEW
i
i
y C6-
0
INDICATE NORTH ARROW
I
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM y:
Safety and Buildings Division Count
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: ST . CR IX
Personal information you provice may be used for secondary purposes [Privacy Law s.15.04 (1)(m)]. 338989
Per !, " IffY �CiL''�� KEN El
Per p AR Y IRIEf: State Plan ID No.:
CST BM Ele Insp. BM Elev.: BM Description: Parcel Tax No.:
-o r
I too- J. 038- 1061 -40 -200 Al =4ASLI —9900249
TANK INFORMATION ELEV TIO DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic 5 )� Benchma J 03 jOD -
Dosing ,4
Aeratio Bldg. Sewer 11 9 ,�D
Holding St/ Ht Inlet �„ 6
TANK SETBACK INFORMATION St / Ht Outlet
TANK TO P/ L WELL BLDG. Ventto ROAD D Inlet
Air Intake
Septic S, O Z NA
Dosing NA Header /Man. g- S QS,Gg
Aeration NA Dist. Pipe $'g� % 5"2-
Holding Bot. System C A q'- 7
PUMP/ SIPHON INFORMATION Final Grade
Man emand S. L'} �, O(
I li Model Number GPM,
TDH Lift L Ion tem TDH Ft
Forcemain Length Dia. Dist. To we
S ABSORPTION SYSTEM 3` 3
BED TRENCH Width r Length f No. Of PIT No. Of Pits In
Dia. Liquid Depth
EN I N SO DIMEN I N
SYSTEM TO P / L B DG WELL LAKE/STREAM LEACHING Manufacturer:
SETBACK
CHAMBER � INFORMATION TypeO � � 3r OR UNIT Model Number:
.�°
System: N/,
DISTRIBUTION SYSTEM 0•��
Header / ManifoI Distribution Pipe(s) ; x Hole Size x Hole Spacing Vent To Air Intake
h,
Length l; ia. Length Dia. T lL Spacing l0 fig
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 ❑ N
COMMENTS: (Include code discrepancies, persons present, etc.) 2t r 3 to
rr�
LOCATION: STAR PRAIRIE 15.31.18.266C,SW,NW 2163 CTY RDA LOT
-
�.� po-t
v o — , _Ct c li
Plan revision required? ❑ Yes )4,No f.
Use other side for additional information_ �O q°( I S 2 �°
SBD -6710 (R.3/97) Date Inspector's Signature Cert. No
Safety and Buildings Division
*ftconsin SANITARY PERMIT AP N 2 01 W. Washington Avenue
v ? P O Box 7302
Department of Commerce In accord with Comm 83.0 Ia Code' ,�. Madison, WI 53707 -7302
• Attach complete plans (to the county copy only) for the s ear i' on p t t less Co
I�,nty
than 81/2 x 11 inches in size. `' _ ` `° r' Grp �n
• See reverse side for instructions for completing this app (cation r/ ;" state Sanitar ermit ber
Personal information you provide may be used for secondary purposes C eck if revision to previous application
[Privacy Law, s. 15.04 (1) (m)). O(1M
? I 01y /N rY ate Plan I.D. Number
I. APPLICATION INFORMATI N PLEA E PRINT AL[iNFORM A�4V
Property Owner Name Propert ` S/ N, R1 T r E (�
Property Owner's Mal ing Address of Number Block Numbe
O
City, )qtk Zip Code Phone Number Subdivisiorrlqame or CSM Number
II. TYPE OF BUILDING: (check one) El State Owned Its ✓ _, Nearest
El
Public 1 or 2 Family Dwelling - No. of bedrooms ° own o f ✓ "` r �"� ^
111. BUILDING USE (If building type is public, check all that apply) Parcel Tax Numbers)
D 9 0 —low /-- L/O - boa
1 ❑Apartment/ 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 box on line A. Check box on line B, if applicable)
A) 1, [ 'New 2 ❑ Replacement 3_ ❑ Replacement of 4. ❑ Reconnection of 5 ❑ Repair of an
- _____ ________ System_____________ Tank Only______________ Existing System ________ Existing System
B) A Sanitary Permit was previously issued. Permit Number "c Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non - Pressurized Distribution Pressurized Distribution Experimental Other
11 Dgeepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank
12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy
13 ❑ Seepage Pit 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. . Final Grade
2.. Absorp.
(sq. ft.) oposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation
✓ :V — Feet ' Feet
VII. TANK Capacity
in gallons Total # of Site
INFORMATION Manufacturer's Name Prefab- Con- Steel. Fiber- plastic Exper.
New Existing Gallons Tanks Concrete structed glass App.
Tanks Tanks
Septic Tank' Nf wank ❑ ❑ ❑ I ❑ ❑
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
Plu is Name: (Print) Plumb Signature: (NOS ps) MP /MPRSW No.: Business Phone Number:
W .
P er' Address (S reet, City, State, Z' ode):
IX. COUNTY / DEPARTMENT USE ONLY
❑ Disapproved Sanitary Permit Fee (Includes Groundwater D ate Issued gent Signature (No Stamps)
®Approved []Owner Given Initial Surcharge Fee)
(� Adverse Determination '� _ -
XX. CONDITIONS OF APPROVAL/ REASONS FOR DISAPPROVAL:
/n.� >c: / X17
SBD -6398 (R. 4/99) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber
PLU I PLAN
PROJECT . /? c,.
�� � Y ADDRESS /�
/4" /T�� N /R /T W TOWN r. i COUNTY
MPRS Byron Bird Jr. 3318 DATE
BEDROOM �' CLASS PERC CONVENTIONALLC IN- GROUND PRESSURE
CONVENTIONAL LIFT MOUND _ H OLDING TANK
SEPTIC TANK SIZE L-r LIFT TANK SIZE
DOSE TANK SIZE HOLDING TANK SIZE
ABSORPTION AREA S'7 PERC RATE _ BED SIZE /
Benchmark V.R.P. Assume Elevation 100'
Location of Benchmark /oho
* H.R.P.
D Borehole Q Welt Scale = Feet
O Perc Hole System Elevation
Uent
12"
Grndp
TYPAR COVERING
2"
12" 3' 4 6' 0 3' 3' O 3'
1
6' Sewer Rock
12' 18'
G.
I
7'
.basin Department of Commerce S OIL AND SITE EVALUATION
,- ,pivision of Safety and Buildings Page of
' Bureau of Integrated Services in accordance with Comm 83.09, Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County.
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. #
d
APPLICANT INFORMATION - Please print all information. Reviewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location i
Govt. lot �G�/ 1l4,oft4l4,S 15
., 71 ' N,R 1 E (ore
Prope Owner's Mailing Address Lot # Block# Subd. Name or CSM#
O _-� r — "_-) 5 - GS -4-7,
City State Zip Code Phone Number ❑ Ci g Town Nearest Road
❑ village
5�#ew Construction Use: [residential / Number of bedrooms r _ Addition to existing building
❑ Replacement ❑ Public or commercial - Describe:
Code derived daily flow gpd Recommended design loading rate Z _bed, gpd /fi trench, gpd /ft
Absorption area required -'t6_t�2 ft 7 trench, ft Maximum design loading rate _bed, gpd /ft gpd /tt
Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark)
Additional design /site considerations cx
Parent material �'�` Flood plain elevation, if applicable
S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank
U = Unsuitable for system S ❑ U r � v ❑ U 59 ❑ U � ❑ U ❑ S � U ❑ S RU
SOIL DESCRIPTION REPORT
Boring Horizon Depth Dominant Color Mottles Structure GPD /ft
g Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Bed , Trench
a
se
n G .'s
Ground j P
elev.
Depth to tL
1
limiting
factor
7 �in.
3 Remarks:
Boring #
0a.
Ground
ev.
s`U
Depth iO �
r.
limiting
� fact r
in. Remarks:
CST Na (Please Print) Signature Telephone No.
Addr Date CST Number
PROPERTY OWNER -C e l c SOIL DESCRIPTION REPORT
/"1 Page of
PARCEL I.D.#
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench
G
Ground a �� /J `�< •�.»g
elev. G�
Depth to
limiting
factor „
in.
e Remarks:
Boring #
_`
Ground
elev.
ft.
Depth to
limiting
factor
in.
Remarks:
Horizon Depth Dominant Color Mottles Structure
Texture Consistence Boundary GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. a Roots
Bed , Trench
Boring #
x,
Ground
elev.
ft.
Depth to
limiting
factor
'n. Remarks:
Boring #
1:
Ground
elev.
ft.
Depth to
limiting
factor
in.
Remarks:
SBD -8330 (R.9/98)
Iwo
�7
L l
N4 �v
�
v
y��b
Safety and Buildings Division
SANITARY ITARY PERMIT APPLICATION 2 01 W. Washington Avenue
Ina r w i t h I LH W i. A P O Box 7302
Department of Commerce accor w t R 83.05, s dm Code
Madison, WI 53707 -7302
• Attach complete plans (to the county copy only) for the system, on paper not less County
than 81/2 x 11 inches in size. C. r X
• See reverse side for instructions for completing this application State sanita*Perm W Personal information you provide may be used for secondary purposes El Check
if re��
[Priva cy Law, s. 15.04 (1) (m)].
State Plan I.D. Number
I. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATION
Property Owr Property Location
i'f c �ci `i e e #- t4 t /4,SCJ' T3� ,N,R gE(q
Property Owner's Mailing Address Lot Number Block Number
Cita �Q J
State Zip Code Phone Number Subdivision Name or C ann Number
II. TYPE OF BUILDING: (check one) ❑ State Owned It Nearest Road
❑ Village I
Public JR 1 or 2 Family Dwelling - No. of bedrooms Town OF °C e" �''`a C�._.o' 'mo '
w'
111 BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) 15 31 1$ 2b(-'
1 ❑ Apartment/ Condo O 3?T l0 yo 2oo
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/ Factor 13 Other: s
❑ ❑ ❑ sp ecif y
Fac tor y ecif
IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable)
A) 1. %New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5_ ❑ Repair of an
________System__ ___________ Tank Only_____ ____ - ___ Existing System ________ Existin System
B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non- Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank
121-Seepage Trench 22 E] In-Ground Pressure / 42 ❑ Pit Privy
13 ❑ Seepage Pit Inr,h ,4f *-- ( a r 7S 43 ❑ Vault Privy
14 ❑System -In -Fill ��, f,g 2
VI. ABSORPTION SYSTEM INFORMATION:
1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate S. Perc. Rate 6. System Elev. 7. Final Grade
Required (sq_ ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation
J �w 1 7.6n4e) 1 _7: .501`eet Feet
Cap acity
VII TANK in Ca gallo s Total # of Prefab. Site Fiber- Plastic Exper_
INFORMATION Gallons Tanks Manufacturers Name Concrete Con- Steel glass App.
New Existing structed
Tanks Tanks
eptic Tan X O'(9 �� � � ❑ ❑ ❑ ❑ ❑
Lift Pump Tank o er 42m I I B - 1 ❑ ❑ ❑ ❑ ❑
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
Plum is Name: (Print) r Plum )Signature: (No Stamps) MP /MPRSW No.: Business Phone Number:
r� w
Plu er's A dress (Street, City, State, Zip Code):
IX- COUNTY / DEPARTMENT USE ONLY
❑ Disapproved Sanitary Permit Fee (Includes Groundwater � ate Issued Issuing Agen Ig re (No Steps)
A roved Surcharge Fee)
pp ❑Owner Given Initial Os loc7
Adverse Determination /
X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL:
SBD- 6398 (R.11197) 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 maybe renewed before the expiration date, and at a 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 and Buildings Division, 608- 266 -3151.
To be complete and accurate this sanitary permit application must include:
I. 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.
111. Building use. If building type is public, check all appropriate boxes that apply.
IV. Type of permit. Check only one on 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 for numbers 1 through 7.
VII. Tank information. Fill in the capacity of every new /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.
Vlll. 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 thatr81 /2 x 11 inches must be submitted to the county. The plans most
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 bythe 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 contamination investigations
and establishment of standards.
PUP CHAM,E ZR CROSS _EC7I01.1 ANG SPECIFICATIOQ!S
(NO SCALE)
v UT CAP
4"c.I. VENT PIPE WEATHERPROOF APPROVED LOCKING
JUAICTIOAI BOX MANHOLE COVER
� 25' FROM DOOR,
WINDOW OR FRESH 12 "1N1U.
AIR INTAKE
GRADE
AI.
COAIDUIT
I B "h11 A1.
PROVIDE
IAILET AIRTIGHT SEAL.
A { { I{
* f I {
I ALARM
D { II
� I
{ { OIJ
c *APPROVED I
85.5 JOINTS WITH I
LLEV. FT. APPROVED PIPE �
3' ONTO PUMP —� OFF
D SOLID SOIL
GOUCRETE BLOCK : g
i
SEPTIC E SPECIFICATIOKIS ��� /6. /
DOSE
TAUKS MAWUFACTL'aER: L � u �"- IJLVABER OF DOSES: PER DAB
GALLOWS DOSE VOLUME
ALARM MMJUFACTUFrR" _ d'!'. It�JCLUDIAIG 6AGKFLOW: GA��oNS I
MODEL IJUMBEK: — __ CAPACITIES: A= IUCHES OR _ GALL 0U5
SWITCH T`JPE' MERCURY B = 2 IUCHES OR 4� GALLOUS
PUMP MAUUFACTURER:� rU� C = IUCHES OR GALLOUS
MODEL UUMCER: 3 D= _RICHES OR p O. GALLOUS
SWITCH TYPE MERCURY MOTE: PUMP AND ALARM ARE TO BE
MIDI U M DI SCH AR G E RG E RATE 4�l — GPM INSTALLED ON SEPARATE CIRCUITS
M 01 H
VERTICAL DIFFERENCE DETWEEU PUMP OFF AUD DISTRIBUTIOU PIPE.. _. FEET `C
+ J M�IAWIIMUM AIETWORK SUPPLE PKESSUILE, .. . . . .. .. . • -� -- FEET
+ 0v FEET OF FORCE MAIN X *. F /o F FACTOR. FEET $�
TOTAL Dt JAMIC. HEAD 1 4919 9 FEET
i
IUTERMAL DIMEWSIOWS OF TAUK: LEIJ&TH 1 - ;LIQUID DEPTH
51G1JED: LICENSE f.1UMBER:�/'L' �. DATE: y
_t ��w
SSC - 7, ANSWER SHEET (PAGE 2)
ENGINEERING DETAILS - SW25/33
Performance Data
Pump Characteris 32
Pump/Motor Unit Submersible
Manual Models SW25M1 SW33M1 LL 2a
a 113 HP
Automatic Models SW25A1 SW33A1 W
x
Horsepower 1/4 1/3
Fall Load Amps 8.0 10.0 z 1s 1/4 HP
Motor Type Shaded Pole 0 pole) °
a
R.P.M. 1550 0 6 1-1 LLJ
Phase 0 1
voltage' 115
0
Hertz 60 0 10 20 30 40 50 60
CAPACITY -U.S. G.P.M.
Operation Interm ittent
Temperature 120 °F Ambient Total Head (feet) 4 6 8 10 12 14 16 18 20 22 24 '.
NEMA Design A 1/4 HP 1 44 41 36 33 29 26 23 18 12 6 0
Insulation G GPM ass A 11 /4 #10 1 47 4 43 40 37 34 30 26 2
Discharge Size 1 -1/2" NPT
Sods Handling 1/2 it �.:. ,
Unit Weight 30 lbs. 3 -112 5 -718 1. At dimeadon b inches
Power Cord 18/3, SJTW,;10 std. 4x12 2 . QgIone+d�smar
(20' optional) vary #1 /
1 - 1/2 NPT 3. Notfor�dpulpose
3 -1/2 DISCHARGE uaessxerRd
a�t R111Stf;`ClOi1 4.DimellsionsAmlNro�htsUre
...., : _ 5. Onf� o pdjuslahle
Handle Steel 3-1/2 6. we reserve tk T* to
make mvisions to our
Lubricating Oil Dielectric Oil prod o ood dwir
Motor Housing Cast Iron spedfitmionswithoumNUe
Pump Casing Cast Iron
Shaft Steel
Mechanical Seal Faces: Carbon /Ceramic
Shaft Seal Seal Body: Anodized Steel
Spring: Stainless Steel
Bellows: Bona -N PUMP 11 -1/8
ON
Impeller Thermo lastic 10 -1/8 9 -1/2
Upper Bearing Bronze Sleeve Bearing DISCHARGE
HEIG
Lower Bearing Single Row Bail Bearin
Strainer /Base Plastic 3 3 -1/2 PUMP
Fasteners Stainless Steel OFF
I
AURORAMYDRO;( ATIC Pumps„ Inc.
1840 Baney Road, Aslsland, Ohio 44805
(419) 289 -3042
• PLOT PLAN
PROJECT / ADDRESS
1/4 /� y�j� 1 14S / 5— /T N/R � 1!l i_ �rt/'f'� e W TOWN � COUNTY
.
MPRS Byron Bird Jr. 220527 DATE 4✓' ' BEDR
CONVENTIONAL X)OC IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE • ABSORPTION AREA # of -. 2
2 ,C
66 BENCHMARK V.R.P. T jJ����j ��T ASSUME ELEVATION 100'
❑ BOREHOLE WELL *H.R.P. „�� -z�i �✓ /������ �
Vent
SYSTEM ELEVATION
>12" Sidewinder High
of Cover Capacity Leaching
Chamber with 31.8
ft ^2 per chamber
6' Long
16"
34" Grade at System Elevation
� y
3 � 7,7
by
Wisco Departnnent of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor q!^1 Human AtIations
DI of safety a euil�nps in accord with ILHR 83.05, Wis. Adm. Code COUNTY
Attach complete site plan on paper not less than 81/2 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. If
dimensioned, north arrow, and location and distance to nearest road. 038 - 1061 -40 -200
APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION K N 2 . II
Al Lunde GOVT. LOT SW 1/4 NW 1 /4,S 15 T 31 ,N,R 18 H(w) W
PROPERTY OWNER':S MAILING ADDRESS LOT I< BLOCK # I SUBD. NAME OR CSM If
box 686 3 na csm vol. 12 —p g. 3330
CITY, STATE ZIP CODE PHONE NUMBER OCITY OVILLAGE [MOWN NEAREST ROAD
St. Croix Falls, WI. 54024 (715 483 -9265 Star Prarie Cty. Rd. "CC"
(xJ New Construction Use Ic J Residential / Number of bedrooms 4 () Addition to e building
j J Replacement ( J Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate ' 7 bed, gpd/(t2 8 trench, gpd*
Absorption area required 858 bed, ft2 750 trench, ft Mabmum design loading rate _ -7 bed, gpd/ft . trench, OW
Recommended Nitration surface elevation(s) 98.50 it (as referred to site plan benchmark)
Additional design / site considerations na
Parent material outwash Flood plain elevation, if applicable na It
S = Suitable for System CONVENTIONAL MOUND
71ffUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable for stem ®S O U EIS O U ❑ U ®S O U ® S O U O S C3 U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed TWO
1 0 -12 10yr3 /3 none 1 2msbk mfr gw f
1
2 12 -29 10yr4 /4 none sl 2mgr mfr 9w if .5 .6
Ground 3 29-80 7.5ry4/4 none co s Osg ml na na .7 .8
elev.
10 ft.
Depth to
limiting
factor
+80"
Remarks:
Boring # 1 0 -10 10yr3 /3 none 1 2msbk mfr gw if .5 .6
2. 2 10-2C 10yr4 /4 none sil lcsbk mfr gw if .2 .3
3 20-4C 10yr5 /4 none sici lcsbk mfr gw na .2 .3
Ground
1 01V9 � 4 40-8 7.5 y r4/4 none co s Osg m1 na na .7 .8
Depth to -k
limiting f
factor „
Remarks:
CST Name -- Please Print Gary L. Steel Phone: 715- 246 - 6204. ' `O`yrNG
Address: 1554 200th. Aveo New Richmond 54017
Signature: Date-
10-1-98
PRGK- 0WN#W- 11 Lunde tdlf 69$CRIPTION REPORT Page 3 -of 3.,
PARCEL IA 1 , 038-106-1-4&-200;
Depth Dominant Color Mottles Structure GPD /ft
Boring # Horizon Texture Consistence Bolx'tt�ry Roots
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed ITw&
�<
1 0 -9 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6
La
2 9 -27 10yr4/3 none sit lcsbk mfr gw if .2 .3
Ground 3 27 -82 7.5yr4/6 none ms sOg ml na na .7 .8
elev.
1 Q2.0 ft.
Depth to
limiting
+ Flo r
Remarks:
Boring # 1 0 -12 10yr3 /3 none 1 2mgr mfr gw 2f
?4 2 12 -25 10yr4 /4 none sil lcsbk mfr gw if .2 .3
.............
3 25-80 7.5yr4J6 none ms Osg mvfr na na .7 .8
Ground
elev.
1Q2 ,52 ft. —
Depth to -
limiting
factor
+80 ua "
Remarks:
Boring #
1 0 -8 10yr3 /3 none 1 2m sbk mfr gw 2f 1 .5 .6
..................
5 2 8 -20 10yr4/4 none sil lcsbk mfr gw if .2 .3
3 1 20- 10yr5/4 none sicl lcsbk mfr gw na .2 .3
Ground
elev. 4 33-84 7.5yr4/4 none co s Osg ml na na 1 .7 .8
10 ft.
Depth to
limiting
factor
+84"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD- 8330(R.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 Al Lunde New Richmond, WI 54017
MPRSW -3254 SW4NW4 S15- T31N -R18W (715) 246 -6200
town of Star Prarie
lot #3 -csm
N
1 =40'
Bm.= top of 2 pvc pipe C el. 100'
alt. BM.= top of SE lot survey stake @ el. 98.40'
Ir
io IL
t A
Gary L. Steel
10 -1 -98
. ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Mailing Address
Property Address
(Verification required from Planning Department for new construction)
�'it y /SLate Parcel Identification Number
L1 ? C;AL DESCRIPTION
Property Location Sec. 1, �, T�N -R � W, Town of
Subdivision C , Lot #
Certified Survey Map # Volume Page #
Warranty Deed # �tf �— , Volume Page # � .
Spec House ❑ yes X no Lot lines identifiable A yes jr no
SYSTEM MAINTENANCE
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 a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
Tlic property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
master plumber, journeyman plumber, restricted plumber or a licensedpumper verifying that (1) the on - site wastewater disposal system
is itu proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days o three year expiration ate. C
GN:�TURE OF APPLICA DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the pry ty described above, virtue of a warranty deed recorded in Register of Deeds Office.
0995::z z I I
SI ATURE OF APPLIC DATE
♦+fFi FF ffY *i
Any information that is mis- represented may result in the sanitary permit being revoked by the "Coning Department.
Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
I
I
h
` f
NYARR. -%NTV DEED t5 4195
KATHLEEN P. WALSH
REGISTER OF HE 3
3T. CROIX Co., WI
Documc�t Nu!nber
RECEIVED FOR r+ECL: f) 3
12- 21-1398 9 :30 P.
WARRANTY DEED
Retura Address EXEMPT I
1tl.;, CERT COPY FEE:
r ;� L:� ti D COPY FEE:
01 l�i;;,l TRANSFER FEEL: 99.90
y 1 • U,
13 ;5 9 RECORV4G FEE: IO.,V
PAGES:
Parcel 11). dumber: 038- 106!- 40 -"00
e Allen L. Lunde and Pamela E. Lunr! ..
e, husband an fife, ;:On e }sand «.err :ants to Kenneth A. 2clinges• and
Leora M. Zeilinger, husband and wife, as survivorship marital property, the foilawing described real estate
in St. Croix County, State of Wisconsin-
Part of S W U4 of NW 1 /4 of Section 15 and part of SE 1/4 of tiE 14 of Section 16, all in Township 31 North. Range
18 West, St. Croix County. Wisconsin, described as folio s: Lot 3 of Certified Survey Map field August 26, 1997, r
in Vol. 12, page 3330, Doc. No. 564356..
This is not;;,:mestead property.
F _ to warranties: Easements, re 'rictions and rights- of -tea% of recr:rrl, ii any.
Dated this _ ¢� day of December, 1998.
Allen L. Lunde Pamela E_ Lunde
AUTHENTICATION
Signaturc(s) Allen L. :.unde and Pamela E. Lunde,
husband and wife, authenticated this day of
` December, 1998.
d
Kristina Ogland
v
z . TITLE: MEMBER STATE BAR OF W[SCON,3IN
a 4,
THIS INSTRUMENT WAS DRAFTED ELY: ±,
Attorney ;Kristina Ogland
Hudson, WI 54016
. " ow �
FILED
564356 AUG 2 b 1997 ►
C KATHLEM H. WALSII 1 0l
Register of Deeds
SL Croix Co, WI
CERTIFIED SURVEY MAP ti
Located in the Southwest Quarter of the Northwest Quarter of Section 15, and part of the Southe
of the Northeast Quarter of Section 16, all in Township 31 North, Range 18 West, Town of Star Prairie, St.
Croix County, Wisconsin.
Prepared for and at the request of:
Donna Preece NOTE: The parcels shown on this map are subject to State, County and Township
Century 21 Premier Group laws, rules and regulations ( i.e. wetlands, minimum lot size, access to parcel,
Knowles
New Richmond, etc.). Before purchasing or developing any parcel, contact the St. Croix County
New chmond, WI 54017
OWNER: Zoning Office and the appropriate Town Board for advice.
Lois A. Satterlund BEARINGS ARE REFERENCED TO THE WEST LINE OF THE
2153 C.T.H. "CC" NW 1/4 OF SECTION 15, TOWNSHIP 31 N., RANGE 18 W.
New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR N 00'57'46" W.
Drafted by. Kristi A. Eyiandt NOTE: SEE SHEET 2 OF 3 FOR
County Section Corner Monument
of Record
I LINE AND CU-RYE DATA TABLES
�� N • Set 1" x 24" Iron Pipe weighing GQ %
q
a minimum of 1.13 pounds per /9
��5 G NS�A
C I linear foot. Y
v � i O Found Iron Pipe 1 R ONALD F.
1-11 / I M Measured As i
p I . i ; R= Recorded As JOHNSON `
AMERY,
WIS.
Z � 0 to P
r
< o �
WEST LINE OF THE NW 114 q NO E +►�
UNPLATTED LANDS SU OSE LK RD
f I NORTH LINE OF THE SW 1/4 OF THE NW 1/4 �•
n 1 I R. O. W. GOOSE
`'••� , GOO -3E LAKE RO -AD LAKE ROAD
--- - - - - -N 89'2427" E 1321.10 -- - - - - --
y ti I I — — — — — — — — — — — — — — — — — — — —
? I I ♦ =- - _441.1 _ _' Ti �
- - _440 � i`N(89'29'23 "E 375.89'29'23 "E 440.00'/// 1 N8972923'E 440.00, v 1255.71 - - - -� 1 r - -- - - - / / 1 0)
II o ...5.......... 1 ...................... 8 N . y . 1.I (a
"� io I NV I I w ' �1 00 ' I C I BUILD /NG
1� ti SETBACK L /NE
FROM R. 0. W. I , k
Iz 1• � � ♦� � - I I o N 1
I� I
8922�"E LOT 2 LOT 1 I Z
m NO
I �O / 4$ ; 64' \ b iv $ i o i i I I Z "�
M M B � W IN1� .. ao UT = I p I I y �p jZ
M I Im t LOTS ` i m TOTAL AREA: jOTAL AREA W 0 2' ;z OD
1 r I I 432,892 SQ. FT. o, M 431,974 SQ. FT. o w : k I
^ �D I 1 s 1 .94 ACRES �+ 9.92 ACRES � ° I I>
9
r �i� I I SQ. FT. I ?
(' ♦ : 7.92 ACRES oo AREA EXCLUDING I co AREA EXCLUDING I I 1 10
o iI '►'AREA EXCLUDING+ co RIGHT -OF -WAY: i -- -
00 i i s 1 r -
f 51IGHT - OF - WAY: %, f I 412,677 SQ. FT. o_ 411,482 SQ. FT, I 1 I m iz
s F`� 1 I I x299,773 SO. FT. �` 9.47 ACRES i 9.45 ACRES ;°
p f, I I' /,6.88 ACRES
��q� S 89'08'11" W 434.44' I FENCE L /NE -�-•� ` o
a/ B•. T� J j I I x
LOT 00 j1 Iw
c�j i ► o TOTAL AREA:
i - o 545,573 SQ. FT. '� /_ -- 440.01' - - -_ ,- 440.01'
Z " 1 f :� 12.52 ACRES ---- � �f -- - - - - -S 89'08'11" W 880.02' - - - -- - c
R I O ZI �SNED DRIVE AREA EXCLUDING I 1 1
O 1 r�� RIGHT-OF -WAY:
O o r SHED SEE SURt/£YOR S REPORT
2 v ° I rt I ;SHED ('"'7
o - 12.37 ACRES 539,029 SO. FT. ON PLAT LINE p c
I l"
SHED 1 CD LINE OF T
NORTH HE PLAT
1 I BARN WEST 114 CORNER OF APPLE R/ DER
BE I I 1 Z
i FIRST ADD177ON 45 .03', 1 O
HOUSE SECTION 15 -31 -18 x 1 O
(FND 1 " 1. P.)
52;9.71 : / _ —
.. _ - _ x ~
N8 5 5 E y �262.00' -M =2 0. 3'- 3. 9- =2 8. 3'-
\ � R= 241.00' 1 R= 234.00' R= 228.00' R= 300.00' �c =
- �� _ -� -- - - - -- a
-M =S 89 W 1310.
5330. -
00 - - -- /
R = N 89'48'46 E c
j
LOT 44 i LOT 43 I LOT _42 I LOT_ 4 I LOT 40
\
JOB #97031 I APPLE RIVER BEND FIRST ADDTION /
- - - -- ----- - - - - - F - - - - -
Prepared by. THE SOUTH LINE OF THE SE 114 OF
A & E THE NE 114 OF SEC 17ON 16 250 0 250
NO TH
LAND SURVEYING do CIVIL ENGINEERING I
Phone No. (715) 246 -4319 GRAPHIC SCALE 1 `
109 East Third Street, P.O. Box 325 SCALE IN FEET: 1 inch = 250 feet
New Richmond, WI 54017
Sheet 1 of 3
Vol. 12 Page 3330
I 1 <
f
ME 96ed Z t - I
c }o Z }aayS
WOL0 8of
M „80,91.00 N 3 „b1,99.OL N ,ZZ,ll.11 3 ,CC,61.90 N jZ'ZCZ ,8S'Zu ,Z6'0611 3 -0
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dVV4 A3ANns 031. LLN30