HomeMy WebLinkAbout038-1194-40-000 ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
ST. CROIX COUNTY GOVERNMENT CENTER
AA
- 1101 Carmichael Road
�. ;. :. Hudson, WI 54016 -7710
(715) 386 -4680 FAX (715) 386 -4686
Wednesday, August 28, 2002
P.C. Collova Builders, Inc.
1341 220th Avenue
Star Prairie, WI 54026
Regarding septic inspection for P.C. Collova Builders, Inc..
Location of Property in St. Croix County:
Municipality: Star Prairie Township
Subdivision or Plat: Pine Acres
Certified Survey Map:
Lot: 14
Address: 1341 220th Avenue
Dear Applicant:
A septic inspection of the above reference property was conducted on August 01,2002.
This property is located in the NE 1/4 NW 1/4 of Section 13, T31N R18W, Pine Acres (Lot 14), Star Prairie
Township, St. Croix County, Wisconsin. At the time of the inspection, this septic system was found to be
code compliant for a 3 bedroom home.
If you have any questions regarding this, please contact our office at 715.386.4680.
Sincerely,
yy� C,C� t�12�
Pam Quinn
Zoning Staff
cc: file
Wisconsin Department of PRIVATE SEWAGE SYSTEM Count
Safety and Buildings Division 'St. Croix
,,.. INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT) Sanita
Personal information you provice may be used for secondary purposes [Privacy Law, 15.04 (1)(m)]. 0
I.OIPova, Name: ❑ City ❑ V�1 iap �l fffitownS ip State Plan ID No.:
CST BM Elev.:- Insp. BM Elev• y BM Description: J P'Ta f� Parcel W
/Oa, 1 /00 S� o
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic d Benchmark 2. / oZ. 00
Dosing -/ 00 Slid•n o r S % 3''!vZ 2 / •
Aeration Bldg. Sewer ( , / 4, Zj(
Holding St /Ht Inlet yS /
TANK SETBACK INFORMATION St/ Ht Outlet 9 y �G
TANK TO P/ L WELL BLDG. ventto ROAD Dt Inlet
Air Intake
Septic 7 1 z,`� / 7 f 2 2 ' NA Dt Bottom
Dosing Header/ Mrn
Aeration NA Dist. Pipe
Holding Bot. System
PUMP/ SIPHON INFORMATION Final Grade 6
Manufacturer Demand t cover � yg -3 tl
Model Nu er GPM /
TDH I Lift r on System TDH Ft
Fo n Length Dia. H Dist. To weu T__1 L
SOIL ABSORPTION SYSTEM
BED/TRENCH Width / Len th I No. Of hes PI No. Of Pits Inside Dia. Liquid Depth
D IMENSIONS / renc DI ION
Manu ad re
SETBACK SYSTEM TO L BLDG WELL LAKE/STREAM EACHING �' h �
INFORMATION TypeO t CHAMBER - Mod el Numb
System: V • J S X OR UNI'
DISTRIBUTION SYSTEM Ll if
Header/Manifold Distribution Pi a (s)e x Hole Size x Hole S / pacing en t To Air �nt k
Length -- Dia. Length Dia. )Tc g
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
Be Trench Center 3. Bed /Trench Edges Topsoil ❑Yes ❑ No []Yes ❑ No
COMMENTS (include code discrepancies, persons present, etc. ' 2-- #1: / P nspection #2:
Location: 1341 220th Avenue, Star Prairie, WI 54026 (NE 1/4 NW 1/4 13 T31N R18W) -1331181009 Pine
Acres -Lot 14 NV'r (� �lS es .l; eST impart j� v! LA er-
1.) Alt BM Description = S�I�f� �
2.) Bldg sewer length = Z$' � /Z-Z�f a
- amount of cover = R2 d
A1 u
�
Plan revision required? ❑ Yes No
Use other side for additional information. / id
SBD -6710 (R.3197) Date Inspector's Signature Cert No.
Safety and Eloildiw Division Coway
201 W. Washic w Ave.. P.O. Box 7162 v /
i�ns�rn .� 7162 � — �,
ddress
artment of Commerce o 3s3 3
De Saniatr Petit Number
Sanitary Permit Application ro
is accord wah Comm 83.21. Wia. Adm. Code. persoml YOU Po e2roek Ret+ision
my be used for - LAS 615-040 m
mation Pb
Me aoie PrW AS Deformation
Sate Plan LD. Nttmber
L A �
PP>�O° hdor R-EGEWED panel Number
property Owner's Name
6 9
property owner's Ma8in8 Adder
L . PmpeKy Loaaoa
\� 3i LC) if • S T N. 8
Tap Cade P�4i i C F Lot N Block Number
C Staff
3viiivia a CSM Number
Type of BWWft (d aII did apply) /
or 2 Family Dwelling — Number of Bedrooms
❑ PAWCOM — Describe Use
0 Star Owned 2 — T/Vi�
r` a�`ca IlZ¢ZlS w Em B tr appOceble)
IIL. of Prsmtt: ( � one boat an Nne A sdtemn for tee). Comp e
A. �� 3 ❑ Repiaameat of 6 ❑ Add� = to For Coomly ttse
1 2�
lank Only IRA
B. Check if Sa MRY pM* Ptevtou* Ismed Pty Number
>tv. of Permit; (Check aII that ant�r)G awe is / fort O 2 Z _k11,17 , - a ✓ Si Q euh
21� Hotted 47 11 Smd Fidler so ❑ wt„d
q4 n - la-tkaaw 510 Drip Lice
22 11 Pressurized IrWa and 410 HotdmE Tusk 48 Sb>gle Pus
450 At -tuade
Aerobic Treanne t Linn
49 R 30 ❑ Odter
46
V - Area bdormatiae: Arent Soil APPOII P Rate � is tirade
1 Flow WO Area � Rsme((ials.lDm�Ys/S4 I�) ( /inc]�l Hwvadon
Rcqdmd lam•
3
Steel Fiber Plastic
pttdab site
VL Tads Info try is Total N concrete Cogsaocted Cstass
GOODS Canons of hide
New Bxi:tia{
Tiotrs Teets
Septic r ilaidnK Task -
Doft C'tsmbw
- ttsst� for of the pO�V7R an the armed P-
�- MP/AIpRS Number Business Phone N I
phmites
Phttt>Wa Name ei�
p6tmber's Address (Street. Cry. Sine• �.W ) J
z
VIII. rbnat D Date Issued )
issppro� p � lee tmc�das C�
1
UL Cwtt of A fig Disappr�al yW �i12 vn 5 S d Gil
d b 2 J L
/a�
••l) the • ..t les Uu. tf/2 z u sire
cRTK,gUR (R 05/01)
T PLAN � - -
PROJECT ' P -C. Collova Builders Inc. ADDRESS P.O. Box 489 Somerset Wi 54025
NW 1/4 NW 1/4S 13 /T 31 /R 18 W TOWN Star Prairie COUNTY St.Croix
MPRS Shaun Bird 226900 DATE 7 /2/02 BEDROOM 3
CONVENTIONAL )00( IN -GR D PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE(7) ABSORPTION ARE 684 # of chamb (r:s 22
,BENCHMARK V.R.P. Top of 2" Pipe ASSUME ELEVATION loo' Filter Zabel A -100
❑ BOREHOLE (DWELL *H.R.P Same as Benchmark
SYSTEM ELEVATION 95.0
220th Ave
Plans Designed Using
Conventional Powts
Manual Version 2.0
Pro 3
Bedroom
House
30' Vent
~a Sidewinder High
of Cover Capacity Leaching
40'
6' Lon 16"
M 10' 10' 2 B -4 Vents g 34 „ Grade at System Elevation
60' 3
B -3
2 -3' X 69 Cell with >3'Spacing
10'
30'
B -2 B -5
0' Vents
B.M.
195' Property Line
T PLAN
PR6JECT P.C. Collova Builderrs Inc ADDRESS P.O. Box 489 Somerset Wi 54025
NW , 1/4 NW 1/4S 13 /T 31 /R 18 W TOWN Star Prairie COUNTY St-Croix
MPRS Shaun Bird 226900 DATE 7 BEDROOM 3
CONVENTIONAL )00C IN -GR D PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE 7 ABSORPTION ARE 684 # of chamb rs 22
,BENCHMARK V.R.P. Top of 2" Pipe �•�_ ASSUME ELEVATION loo' Filter Zabel A -100
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
SYSTEM ELEVATION 95.0
220th Ave
Plans Designed Using
Conventional Powts
Manual Version 2.0
Pro 3
Bedroom
House
30' Vent
Sidewind2High >.. T A Capacity
0.4 40' Chamber
" 10' B 10' 2 B 4 Vents 3 4 „ Grade at System Elevation
60' 3
B -3
2 -3' X 69' Cells with >3'S acin ✓
P g
10'
30
B -2 B -5
50' Vents
B.M.
195' Property Line
I
13 `E 2 O Sanitary Permit Application Safety & Building
In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washer
71virVARSCOI%S See reverse side for instructions for completing this application PO
Personal information y ou p rovide may be used for seconda Madison. WI 5:
Department of Commerce Y P Y y purposes (Submit completed form to co
(Privacy Law, s. 15.04( 1)(m))
star
. 1
Attach com fete plans (to the count co only) for the system, on paper not less than 8 -1/2 x I I inches in size.
Coun StaS 4ry P'rrpjt Number ❑ Check if revision to previous application State Plan I. D. N umbe r
J -1
1. Application Information - Please Print all Information Location:
Propert Owner Name Propepy Loc�t
,S I 3T 3 N, IR
Property Owner's Mailing Address Lot Number Block
City, State Zip Code Phone Number Subdi Sion Name or CSM Number
O / ( /S" ) S
oo
11 Type of Building: (check one) O City
/_ I or 2 Family Dwelling - No. of Bedrooms: O Village
Q Public /Commercial (describe use): ,4� Town of
Q State-owned
III Type of Permit: (Check only one box on line A. Check box on line B if applicable) ad,#.,
A) I . f� New System 2. O Replacement 3. O Replacement of 4. ❑ Addition to P (
Parcel Tax Number(s)
System Tank Only Existing System 63 - - O- e co
B) O A Sanitary Permit was previously issued
Permit Number ''j - 3 / - I V . 1 O O C? Date Issued
IV. Type of POWT System: (Check all that apply) – 14 -71OD ,
Non - pressurized In- ground O Mound O Sand Filter ❑ Constructed Wetland
Pressurized In- ground O Holding Tank O Single Pass O Drip Line
O At -grade Z 3 r / G _ t , S erobic Treatment Unit ❑ Recirculating O Other:
V Dispersal/Treatment Area Information:
I. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7 Final C
Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevatior
yso 3 s 37 a 9s : yu
VI Tank Capacity in Total 4 of Manufacturer Prefab Site Steel Fiber- PI
Information Gallons Gallons Tanks Con- Con- glass
New Existing crete structed
Tanks Tanks
❑ ❑ ❑
:ft - ❑ O O O
VII Responsibility Statement
1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (print) Plumb s Sign ture (no sta MP /MPRS No. Business Phone Number
X) 35 1
Plumbcr's Address (Street, City, State, Zip Code)
,� E . 2
VIII County/Department Use Only
O Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Iss ing Agent Signature (No sta,
1KApproved ❑ Owner Given Initial Adverse Surch ge Fee)
Determination' 225, Ip
IX. Conditi of Approval /Reasons for Disapprove
►5 ✓1� Itt _
Qkl�;97 KAZIA 0 �Z,
SBD -6398 (R. 07/00)
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Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of
bKj/isiC,*'bf Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code
Attach complete site plan on paper not less than 8'h x 11 in in size. Plan must County T a
include, but not limited to: vertical and horizontal ref pgir?t ( Irection and cJ
percent slope, scale or dimensions, north arrow io , t�aiA And distance to nearest road. Parcel LD.#
APPLICANT INFORMATION - P/ print ai of matioin` Pendin
Personal information you provide may be used for dary viewed By Date
�`'`y Law, s. 15. (1) (m)).
-,I . e
Property Owner i a Pro erty Location �
Lakes & Hills Developm : t 1l4 NW 1/4,S 13 T 31 A R 18 ❑W❑
Property Owner s Mailing Address LOI lock # Subd. Name or CSM#
-- Pine Acres
City State Zip de Phbne umber < Ci illage Town Nearest Road
Use. o�.✓ , - 42(y a d.' 220TH.Ave.
❑ New Construction . ❑ Residentia l o bedrooms 3 ❑Addition to existing building------- - --
Replacement ❑ Public or commercial describe
Code Derived daily flow 450 gpd Recommended design loading rate .7 bed, gpd/ft .8 trench, gpd/fl?
Absorption area required 643 bed, ft 562 trench, ftz Maximum design loading rate .7 bed, gpd/fls .8 tr ench, gpd/ft
Recommended infiltration surface elevations) 94,1 ft (as referred to site plan benchmark)
Additional design / site considerations
Parent material ------------- - - - - -- Flood plain elevation, if applicable ------ -- ft
S= Suitable for system Conventional Mound In - Ground Pressure AT - Grade System in Fill Holding Tank
U= Unsuitable for system ❑ S❑ U ❑ S❑ U ❑ S❑ U ❑ s❑ U ❑ S E U ❑ S® U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure G PD/ ft 2
Boring# Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistenc Boundary Rootis - Bed Trench
1 0 -10 10YR3 /3 ------------ - - - - -- I lm mvfr as if .4 .5
2 10 -17 l 0YR4 /4 ----------- - - - - -- I 1 msbk mvfr gw 1 of 4 .5
Ground 3 17 -50 7.5YR4/4 - -- - - - - -- cs osg ml gw - - -- .7 .8
elev --- - - - - -- -- —
98.6 ft. 4 5 -94 10YR4 /6 ----------
o
-- - - - - -- cs sg ml - - -- - - - - 7 8
-- -- - - -- --- - - - - -- ` - O s - -- - —
Depth to
limiting
factor
>94"
Remarks:
2 1 0 -10 10YR3 /3 ----------- - - - - -- I lmsbk mvfr as if 4 5
2 10 -21 l 0YR4 /4 - - - -- I 1 msbk mvfr gw 1 of .4 .5
Ground 3 21 -52 7.5Y R4/4 --- ----- - - - - -- - - -- cs osg ml gw - - -- .7 .8
elev - -- - _-
98.6 ft. 4 52 4 10YR4 /6 ------------ - - - - -- osg ml - - -- 7 .8
Depth to
limiting
factor - - -- --
>94"
Remarks: -- - — - - - -- -- —
CST Name (Please Print) Si nature: Telephone No.
Jacque Hawkins 7 L - ,T- V V G
Address Date CST Number Ref #
6?U 14C ; 4/8/00 7 L 387
i
PROPERTY OWNER: Lakes'& Hills Development SOIL DESCRIPTION REPORT Page 2 of 3
PARGgt ia# Peitiing
Depth Dominant Color Mottles Structure GPDIf�
Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. onsistence Boundary Roots
Bed ;Trench
3 1 0 -11 10YR3 /3 ------------ - - - - -- I lmsbk mvfr as if .4 .5
2 11 -19 l 0YR4 /4 ------------ - - - - -- 1 1 msbk mvfr gw 1 of .4 .5
Ground -
elev 3 19 -56 7.5YR4/4 ------------ - - - - -- cs osg ml gw - - -- .7 .8
98.4 ft- 4 56 -92 10YR4/6 ------------ - - - - -- 2 osg ml - - -- - - -- .7 .8
Depth to
limiting - -- -- — - - -- - -- -- - - - -- -- --
factor
>9 2 " -- — — — --
51•�
Remarks:
4 1 0 -IO 1 0YR3 /3 ---------- - - - - -- 1 lmsbk mvfr as if .4 .5
2 10 -21 10YR4 /4 ------------ - - - - -- 1 lmsbk mvfr gw lvf .4 .5
Ground
3 21 -54 7.5YR4/4 ------------ - - - - -- cs osg ml - - --
elev gw 7 8
98.4 ft, 4 54 -94 10YR4 /6 -- ---------- - - - - - - cs osg ml - - -- - - -- .7 .8
Depth to
limiting - --
factor
>9 4 + — - — — : —
Remarks:
5 1 0 -10 10 YR3 /3 -- ------- --- - - - - -- 1 lmsbk mvfr as if . .5
2 10 -19 10YR4 /4 -------- - - - - -- I lmsbk mvfr gw lvf .4 .5
Ground -- — -- - —
elev 3 19 -49 7.5YR ------------ - - - - -- Cs osg ml gw - - -- . 7 .8
97.6 ft. 4 49 -93 10YR5 /6 - ----------- - - - - - - cs o sg ml - - -- - - -- 7 ! 8
Depth to
limiting
factor
>93"
Remarks:
Ground
elev
Depth to
limiting -- - - - -- --- - - - - -- ---- - - - - -- - - - - -- - - - - -- - -- -- --- - - - - -- --
factor
Remarks:
.L�►�i �°' l�s ��'�� %�� Vic. / J 3J � l�i /8w
Z
�I
Y
�a f� Z Z, �'
Private Onsite Wastewater Treatment System Management Plan
Septic Tank And Gravity In- Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment
System (POWTS) shall include information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, agent,
or governmental unit. The approved plans and permits for system are on file at the county
zoning or health department.
This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground
Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD-
10567-P (R.6/99).
Table 1: System Design Specifications
Sanitary Permit Number C 1 17
Number of Bedrooms
Design Flow - Peak (gpd) 5�
Estimated Flow - Average (gpd) O"D
Septic Tank Capacity (gal) I
Soil Absorption Component Size (W) Z
Type of Wastewater Do estic
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absor tion Component
Design Flow - Peak (gpd) '�
Maximum Influent Particle Size (in) 1/8
Maximum BOD (mg /L) 220
Maximum TSS (mg /L) 150
Table 3: Maintenance Schedule
Septic Tank Inspect and /or service once every 3 years
Outlet Filter Inspect once a year and clean at least once every 3 years
Soil Absorption Component Inspect once every 3 years
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks
under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with
NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Restrooms).
The operating condition of the se and outlet filter shall be assessed at least
once every 3 years by inspection. The outlet filter hall be cleaned as necessary to ensur
prope operation. The filter cartridge shou no a removed unless provisions are made to
retain so i s in the tank that may slough off the filter when removed from its enclosure. If the
Management Plan for a Septic Tank and Soil Absorption Component
Plantings of deep- rooted trees and shrubs directly over or within ten feet of the
component should be avoided since root intrusion into the component may obstruct wastewater
flow.
3
ST CROIX COUNTY
SEPTIC 'TANK MAINTENANC13 AGREEMENT
AND
nn n OWNERSLIIP CERTIFICATION FORM
Owner /Buyer (J, 1 b 110VA ti
Mailing Address — 70D 00. P C— 1 u -v (,V
Property Address
(Verification required from Planning Dcpartment for new construc(ion)
City /State _AW k�,^I l WX� Parcel Identification Number 0 3 c i? — l 9 y y0 _ 000
LEGAL DESCRIPTION
Property Location /V VV y�, y,, Sec. T-:iLN -R--j?W, Town of e Y -«
Subdivision lNF- t2ES J t - '
Lot IE
Certified Survey Map It Volume _ , Page H
Warranty Deed It _ 3�j L 2— Volume / , Page It 69- t?6
Spec houses ❑ no Lot lines identifiableX-l_yes ❑ no
SYSTEM MAINTENANCE
Improper use and mainicuauce 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 fire system
can affect the function of the septic tank as a treatment stage in the waste disposal system
The ro ert owner agrees to submit
1 P Y to St. Croix x Zouiug De rartnrcnt a ccrliCcnlion form signed b the o a nd t g y n r n by a
masterplumber, journeyruan plumber, restricted plumber or a licensed pumper verifying that (1) the ou -site wastewater disposal syslcnr
is in proper operating condition and/or (2) after inspection and pumping (if necessary), file septic tank is less than 1/3 full of sludge.
I/wc, the undersigned have read lire above requirements and agree to maintain the private sewage disposal system with the standards
set o P y
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 roust be completed and returned to the St. Croix County Zoning Office within 30
days iree year expiration dale.
417-1
NATURE Or APPLICANT DATE
OWNER CERTIFICATION
I we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) ani (are) the owncr(s) of
lire petty do ribed above, by virtue of a warranty deed recorded in Register of Deeds Office.
G AZURE Or APPLICANT 4 O I
DATE:
* * * * ** Any information that is niis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * **
** Include with tuts application: a stamped warranty decd from lire Register of Deeds office
a copy of the c.cttificd survey map if reference is made in the warranty decd
i�
RIVER VALLEY ABSTRACT Fax -381 -5053 Apr 2 2001 10:26 P.01
't'.' 1595 Pkm 285
+i*��1t1G7
REQI�TEp bEEDS
5T. CROIX CO., aI
RfC VD FOR Rii'Ntb
DOCUMENT NO. Qua CLAIM DEW 01 -wabol 6100 OM
QUIT CLAIM IM
FEES
N:easQl Catainlation. 1= t
REIIBtlINO FEE: 16,00
Quh Cl aims to P : (�• Coilova11ttildess. InC
IM IN
the Ulovving described YW estate is _ St. t^tent � gnnty ,
State of Wiasowy
REM M TO
Lot 14, Pins Accas, St. Croix Couaty, Wtscomsin, P.C. Collan Bultden.Inc.
905 Candy Road E.
Hudson. WI $4016
Tax PWW No. 031.1124 W �
Iks i911Ct kAlzWdle ptop�kly.
Doted of F , Lo I.
l( sal C6mmicut. Inc.
e ,
Autbetttk Mon AeknawledSmaut
SiEnattue(s) STATE OF MTNMESOTA }
ODUNN of ALW; A ) SS
authenticated this _day of . 20,.,_,, / this
Pe
troaaily Dame before the this day of
_._ 20_ da ftye na_me_�_ T 7 d M. Sahnm the Yu _}C_
Title: Mamber. Stan Smofwkwmin - � � C= I �
to me It mu to be sua(aj who execute Ta eegotng
THIS INS" l'liIUMENT WAS DRAFM BY; j y Avem
AR N � a ! wlodse the same.
6120 Or aataai & Asaac.Ms, - - L// am .
es '
Stillwater MN S 082 — _ - _ NQWy a Cotmty, Minn.
t�a}�.z9s
EA7 My 00190 b Perm muL (If Rot, state expivation dak:
Sipmurne my be authenticated or acknowledged. i /_� ! —
2 q — *v -)
—142j—
K4NNU H R. dleST
� NOTICE TO ALL UTILITY COXPANIES:
�GI I
1 0w all Lot l:oma: Yonumentoibn (ALL Ul1U - lY COMPANIES SMALL MAINTAIN P�
A 5 FOOT DISTANCE FROM ALL LOT CORNERS AND BENDS IN THE RIGHT -Or Y)
k I Any m mentot;m bang a:t ee Nil to wb*t to F•mon—entotmom fees. Located in the SE 114 of the NN
�:cn 114 and part of the NE 114 of i
NI
i� 2" Iron Pipe RISK Town of Star Prairie, St.
s o RA RRJRT -OF -NAT
N ,,, carne. -East line of NW 1,4 Aa � D TN UNPLATTED
Sec. 13. T31N, R18W.
Of Sec. 7-•, T31N, R1BW ROAD ERRN9lIN TO THE EAST. LA
.
T
j 500'16'S5•w 326.2,'
10 /.I f 9 /
65,791 sq.ft. =I c I o I� vI 68,123 sq.ft. ^„��;• ; w•g /
I err
a � 1.57 . acres \ ,`� ^ / 7.56 acres h -n 6
n
n, + cr 328.76' : �.W W c 3 7• �/ 65,`
W X; D I Z ino o c, Co 50076'57 W •
29 - 1
° i COQ i �F jo qi
I W 65,776 sq.ft.
�I M, ai 7.51 acres 700' x a
QI I I ul' °o' a� �. �. 66,517 sq.ft. Y,'o � `o ,
J(I 1. ��ocrss f� i
I I o� 1 1I /
ZI -- - Weft line of I t
tot 1. C.S.M. 9/2190. I 3'45 /
S00 335.69 u
470.24'
275.00• 222-24'
3maw 109.2,- 12
3 W 70,634 sq.ft.
t SS `V , 5 f
I f 14 ? 8 1.62 acres �,� 1
A x
I g 65.6170 sq.ft. b \
ry I 1.57 Dues
1 , .s / ti / 7 '
I 67.544 sq /, 27
. JJ. ' y .(;,
'? 0) h 7.55 acres f y� i �• /� N 's ,c,
to 32A.00• ' y /� \ �'� •+ 82,146 sq.ft. .
to
!n f N00'SJ'77'f / / / 0 / �� \ S o'. i l`'b. \ \ \ 1.89 acres
3 �I Is 15
z I ZI
76 424 sq.ft.
\ �I. 1.75 acres 21
zI �Ia I �� 68.652 sq.ft. sr � -
W 18 N I ,. w
° a " 6p ' acres Cy,\ \ � �
o f e j 32400' N r a 70,766 sq.ft. 'c+ 4 Z S2 7°o?• w '
c _ I AWW'177 wi 7.62 acres S?� �Jp• n y c
I
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b
C�21 Ih 7a,,z8 sq.n. ,+ ' ° s. 70.332 sq.ft. / ?p .
C\2 I 1.70 ocres �fe� �0 1.61 «Fes /'/ 2
'b >
W W 32s.oD. . ;, . 20 h J J. ?a / 78,324 sq.ft.
°} "7 Naps3.17-E a 93,346 sq.fl. 4 '• / ,.80 acres
2.14 acres f gyp• /
° 19 /.
NI o�
�i 17 93.710 sq.ft.
?a• / �O Nooro9'oe-f
Zjl� Ih I 2.14 acres
JN E7 c 66,730 sq.tt.
1.53 acres ° o \
w° OUTLOT 3
�«
1 " j g Tam HNL feT.3 109.642 sq.ft.
$ 2.52 acres
h `• 328.03' 30761' 250.63' _ / 70. 390. 96'
15 14 - 131310 43'(7neas.)12 I n 1 0
N00
�. 3 08 50 9 6r�P
_ ` el�oQ ^ West line of NE 114 of NW 714 "E
of Sec. 13, T31N, R78W ( c.) \ .1J as i
A 4
g`
PRAIRIE'-RICH
_
3
p O mho GRAPHIC SCALE
E, No c ? _•
° ' III I ( IN FEET) 11 _ j _ I' �
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_ [ 3MO�rr0� 7i' 5
G `o C
t ° ASSUMED BCwRINGS REFERENCED TO THE WEST LINE OF THE NW 7/4 — — �•\ _J
5 3 u ? OF SECTION 13, T 31 N., R 18 W., ASSUMED 70 BEAR N00Y10
z ° z 132 N1) STR EET_
Project No. 272.002EP __ ,�