HomeMy WebLinkAbout030-2119-20-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No: 420476 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information ou provide may be used for seconds purposes [Privacy Law, s.15.04 (1)(m)
Y P Y secondary P P I Y
Permit Holder's Name: City Village X Township Parcel Tax No:
Daniel Eddie St. Joseph Townshi
030 - 2119 -20 -000
CST BM Elev: Insp. BM Elev: IBM Description:
TANK INFO MATION V ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark / to 5z
Dosing Alt. BM
Aeration Bldg. Sewer
�.D yo
Holding St/Ht Inlet !
/0.3o 3,�0
SUHt Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic _ Dt Bottom !
> •�� �� � 13:x5 .�
Dosing Header /Man.
Aeration Diet- -Pier S• o
Holding Bot. ys em (6 . 4S !
g6.9s
Final Grade
PUMP /SIPHON INFORMATION
Manufacturer Dem d St Cover
GP
1 W
4 Model Number /pp q 11-11
p• H Lift Friction Loss System Hea TDH Ft
c l.1&(
Forcemain Length t Dia. ist. to Well
z 1oc� Z
SOIL A PTION SYSTEM
DEB RENC Width Len ! No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIME NS Z
SETBACK SYSTEM TO P/L BLDG WELL I AKE /STREAM LEACHING Mar fa urn:
INFORMATION CHAMBER OR &,J0t" 7�dN0�at�
Type Of System: UNIT Model Number: 1 of
DISTRIBUTION SYSTEM
Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake
Pipe( ) I I
Length Dia Lengt Dia Spacing
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 1 1Z Yes [t] No [] Yes U No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 1 2— / 03 / Z Inspection #2: - --
Location: 1283 89th Street Hudson, WIn54-011�6 (NE 1/4 NE 1/4 36 T29N R19W) Dunning & Lewis Lot 12 Parcel No: 36.29.19.973
1.) Alt BM Description = - - I — � _�v�,.,,d� -
2.) Bldg sewer length= 13.0
amount of cover = r y /
a.1{�+�li./ SE+' !� SCB r w
q
Plan revision RRe ui ed? Yes No ` 2� p � - — -- — 1 — -
�`I►Sa a t — - --
Use other side for additional Information.
SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No.
i
Safety and Buildings Division County
201 W. Washington Ave., P.O. Box 7082 C"
N visconsin Madison, WI 53707 - 7082 Site Address
Department of Commerce -ff 4)Z- JY / 1A 3 Y *e 51`
Sanitary Permit Application Sanitary P mit Number
In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑ Check i 2-0 ion
may be used for secondary purposes Privacy Law, s15.04(1)(m)
I. Application Information - Please Print All Information State Plan I.D. Number
Property Owner's Na ` Parcel Number 4Q -ee
L7 j e 00. 7 „ 002 D
Property Own(err''s�M ailing dress Property Location
/7U 4A &j fA 6 trh I 'E IV4 �AIVL /a; S -?/ T N, R `—
City, State Zip Code er Lot Numbe . BI k Number
y tj%ol l t f D 9 p �� � `� Subdivision Name / . 1 CSM Number q "`"VVV ( 0 J _ Ac'0 4 �, .�t �.
II. Type of Building (Check all that apply.) °"- ❑ City
1 or 2 Family Dwelling - Number of Bedrooms I MA ❑ Village
❑ Public /Commercial -Describe Use P&Townshi
❑ State Owned Nearest Road
III. Type of Permit: (Check only one box on line A. Numbering is for internal use.) (Complete line 9, if applicable.)
A. 1153 New 3 ❑ Replacement of 6 El Addition to
System 2 ❑Replacement System Tank Onl Exist: S stem For County use
B ' ❑Check if Sanitary Permit Previously Issued Permit Number Date Issued
IV. Type of POWT System: (Check all that apply. Numbering is for internal use.) gj j S-Fa,t q,Y d q am eY5 G�J1 °lt
44 Non - Pressurized In- Ground 21 ❑ Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetla d J
22 C Pressurized In- Ground 41 Cl Holding Tank 48 C Single Pass 51 ❑ Drip Line ��Qlq ey`
45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit Rect�cul t' r ther
V. Dispersal/Treatment Area Information: I t X fe 7 -
Design Flow (gpd) Dispersal Area Dispersal Area System Elevation Final Grade
Required 6,(3{ Proposed &5-3.10 Rate(Gals. /Days /S (Min. /Inch) Elevation
VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic
Gallons Gallons of Tanks Concrete Constructed Glass
New Existing
Tanks Tanks '^
Septic or Holding Tank / 4 /�b �y J A S y
Dosing Chamber ` f I/ 1 1
� D
VII. Responsibility Statement- I, the undersigned, assume responsibility for in lion a POWTS shown on the attached plans.
' Plum p er's Na me (Print) Plu Si gnature M MPRS Numbei Business Phone Number
� p ��
Lie P y6
Plumber's Addre ss (Street, City, State, Zip Code)
e
VIII. County/Department Use Onl
O Disapproved Sanitary Permit Fe includes Groundwater Date Issued Iss ing Agent Signature (No Stamps)
X Approved Owner Given Initial Adverse Surcharge Fee) Z/� �� 'jay 2
Determination
IX. Conditions of Approval /Reasons for Disapproval tf
�s f,.� s'(S C&
< <w c d•- t c ��tkq ss,`(s l e>a �2r Ce t.� $S� aA.4_�
ee9w,wr Ps t wt ao
- � J.1tach complete ns (to tie ounty ) for the system o p not s than x 11 inc es in si
src s� ,v1a�`rCr r Q .1't f S�°°
Q SBD -6398 (R. 05101) /► U6; -- t-t K 4 l
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A �41 MAN
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations
Division of Safety &Buildings _ in accord with ILHR 83.05 Wis. Adfrc s- r
/ COUNTY
St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size Plan iiiust include k iz 1rA PARCEL LD. #
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or `
dimensioned, north arrow, and location and distance to nearest road. 030- 2013 -10
APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION R VIEWED BY DATE
PROPERTY OWNER: PROPER
James Durning GOVT. LOT NE ' 1/4,S 36 T N,R 19 for) W
PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME "OR CSM #
7217 Courtly Rd. 12 ,-na., � rMng & Lewis Addn.
CITY, STATE ZIP CODE PHONE NUMBER []CITY ❑VILLAG OWN NEAREST ROAD
Woodbury, MN. 55125 (651) 739 -5208 St. Joseph I Cty. Rd. " A "
[x] New Construction Use 4 j Residential/ Number of bedrooms 4 [ ] Addition to existing building
I ] Replacement [ ] Public or commercial describe
Code derived daily flow 600 g pd Recommended design loading rate • 7 bed, gpd /ft • trench, gpd /ft
Absorption area require bed, ft 750 trench, ft Maximum design loading rate • 7 bed, gpd /ft • trench, gpd /ft
Recommended infiltration surface elevation(s) 97.15 ft (as referred to site plan benchmark)
Additional design / site considerations na
Parent material outwash Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable fors stem :10 S El Z S ❑ U C$S [:3 U ® S ❑ U aS D U EIS O 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 Trench
.................
1 0 -8 10yr3/3 none 1 2 msbk dsh cs 2c .5 1.6
...-. 2 8 -23 10yr4 /4 none sicl 2msbk dsh gw lc :: .4 .5
Ground 3 2 0 7.5yr4/4 none co s 0 ml na na .7 .8
elev.
10 ( c, Q
Depth to • r , ,,; H�
limiting
factor , l S q,o `oo ° I
+90"
Remarks:
Boring # 1 0 -12 10yr3 /3 none 1 2msbk dsh cs 2c .5 � .6
2« 2 12 -33 10yr4 /4 none sicl 2msbk dsh gw lc .4 .5
3 33 -90 7.5 y r4/4 none co s Osg ml na na .7 .8
Ground
elev.
1 00.8 ft.
Depth to
limiting
fac
Remarks:
CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200
Address: 1554 200th. Ave ew Richmond WI 5.4017
Signature: Date: 10 -14 -99 CST Number: m02298
PROPERTY OWNER James Darning SOIL DESCRIPTION REPORT Page 2 of 3
PARCELI.D. #
030 - 2013 -10
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bou clary Roots GPD /ft
.................
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. — Bed - TT — w — &
1 0 -10 10yr3 /3 none 1 2msbk dsh cs 2c .5 .6
:3:: "`` 2 10 -30 10yr4 /4 NONE sicl 2msbk dsh gw lc .4 .5
Ground 3 30 0 7.5yr4/4 none co s Osg ml na na .7 .8
elev.
10 ft.
Depth to
limiting
factor
+90"
Remarks:
Boring # 1 0 -10 10yr3 /3 none 1 2msbk dsh cs 2c .5 .6
2 10 -28 10yr4 /4 none sicl 2msbk dsh gw lc .4 .5
3 28 -90 7.5yr4/4 none co s Osg ml na na .7 .8
Ground
elev.
100.8 ft. —
Depth to --
limiting 1 0* 7 "
fac o
1f
Remarks:
Boring #
1 0 -10 10yr3 /3 none 1 2msbk dsh cs 2c .5 .6
>' S 2 10 -30 10yr4 /4 none sicl 2msbk dsh gw lc .4 .5
3 30 -90 7.5yr4/4 none co s Osg ml na na
.7 .8
Ground
elev.
1 01. 4 ft.
Depth to
limiting
factor
+9 0"
Remarks:
Boring #
Ground
elev. j
ft.
Depth to
limiting
factor
Remarks:
SBD- 8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel ,Tames Durning 1554 200th Ave.
CSTM2298 NEgNE4 S36- T29N -R19w New Richmond, WI 54017
MPRSW -3254 town of St. Joseph (715) 246 -6200
lot #12- Durning & Lewis Addn.
-N
_1 =40'
- top of 1" pvc pipe C el. 100.00'
Alt. BM.= top fo 1 pvc pipe @ el. 100.80'
q
el
/ / L-CA
GAry L. Steel
10 -14 -99
Combination SepLtic;Tank and
PLIMP CHAMBER CROSS SECTION AMID SPECIFICATIOUS ' PAGE OF
-VE T CAP WEATHER PROOF
juLICTfou eOx
'1 VENT PIPC ti APPROVED LOCKIPJG
�:. 10' FROM ODOR, MAWHOLE COVER wl
imJIUDOW OR FRESH
Z wP%PLIQIIJr- % - N%EL.
AlK i)JTAKE C j
s
I
. � �. IB
---- - - - - --
IB•MIIJ. - - - - - -- --
----
PROVIDE I - -- --
LET .AIRTIGHT SEAL I I
8 -41 I
APPROVED JOINT A I I I APPROVED JOINT:
W /C.T. PIPEoR Tank construction i iiI w /C.i. PIPEH'c
shall comply with ALARM
ILHILIk ('33.15 and 83.20
I I OW
� I I
CLEV. FT PUMP„ - -�
OFF
D CONCRETE
BLOCK
RISER EXIT PERMITTED OQLy IF TANK MAUUFACTURER HAS SUCH APPROVAL BEDDINQ
B6pD t tvG
SEPTIC f SPECIFICATIOUS
DOSE '
DOSE MAUUFACTURE 1 `1J�1tSt�V �A J'T LUMBER OF DOSCS: PER DAy
TAAIK tIZE: 1 b'JJ 1 620 GALLOWS DOSE VOLUME r
ALARM MAU R
UFACTUER: S °S 1Z0 S*`tSRY` IMCL , UDIM 6ACK�LOW: 1 S3 GALLONS
MODEL DUMBER: 101 1 - AW CAPACITIES: A= IUC14E5OR 3O CALLO
SWITCH TYPE: � "� g = INCHES OR 3 y G�LLOIJ5
f UMP MAUUFACTURER: C--,O\j C= 9 W[HES OR 1S3 GALLOWS
MODEL WUMHER: c
38') CP D 9 . I OR S 3 GALLONS
SWITCH TYPE: MOTE: PUMP AMD ALARM ARE TO 6 b
MffJIMUM DISCHARGE ' RATE 'ZR,O _GPM INSTALLED OIJ SEPARATE CIRCUITS
___ -
VEKTICAL DIFFERENCE 15ETWELU PUMP OFF AUO_DISTRIBUTIOW PIPE.. �'Z'1 FEET
t MiIUIMUM METWORK SUPPLY PRESSURE . ; .. 2-50 FEET
+ I� FEET OF FORCE MAIM X ` F 0 ,FKICTtotJ FALTOR_.�j 6 ) FEET
TOTAL 09UhMIC HEAD = F E
Pump DIAMETER chamber _
IMTERLIAL. DIMEWSIOMJ OF TANK: LEAIGTH ;WIDTH ;LIQUID DEPTH
BOTTOM AREA — 231- - GAL /INCH
Submersible MODEL: 3871
SIZE: 3/V SOLIDS
Effluent Pump HP 0.4
METERS FEET `
8
25
7
= 6 20
V
5
Z 15
4
J
g 10
2
5
r
1
0 0 0 10 20 30 40 50 GPM
0 2 4 6 8 10 12 m /h
CAPACITY
CQGOULDS PUMPS, INC.
� � MW ow
EfbcOvo October, 1988
O Im Goulds Pumps. kr. SPECIFlCATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE PANTED W U.SA.
03871
+r�E System Management Plan
Pu suant to Comm 83.54, Wis.Adm. Code
Sectic Tank .. .
The septic tank shaybe maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the
septic tank shag be disposed of in accdrdance yiM NR 113, Wis. Adm. Code. e o .rating conditlon of the septic lank and
outlet fitter sliall be assessed at least once ever/ 3 years by inspection. Tn utlet fill. whall be c eared as necessary to
ensure orooer ones 'n n, The filter cartridge should not be removed unless provmsmans are made to retain solids in the tank that
may sough off the fitter when removed from its enc:csure. If the filter is equipped with an al•• rm , the filter shall be serviced if
the alarm is activated continuously. Interrrdttent filter alarm, s may indicate surge flows or an impending continuous alarm. The
septic tank shall have its contents reproved when the volume of sludge and scum in the tank exceeds 113 the liquid volume of
the tank E the contents of the tank are not removed at the time of a biennial assessment, maurterrarrca personnel shag advise
the'owner of when the next service needs to be performed to maintain less than mmd=m sari and sludge accumulation in
the tank. 7be addition of biological or chemical additives to enhance septic tank perfornance is generally not required.
However. if such products are used they shall be approved for, eptic tank use by the Department of Commerce, Safety and
&ridings Olvision.
Puma Tank
:rte Pump (fig) tank shaft be inspected at least once every years. AU switches, alarms, and pumps shall be tested to
!rely Proper operation. N an effluent filter is installed within the tank it shall be inspected and saviced as necessary.
At -gra orient and Pressure Distribution S stem
No.trees.or s s ou e p ante or allows to grow on the c sent. Plantings may
be made around perimeter and the component shall be se and mulched as necessary
to prevent erosion d to provide some protection fro oat penetration. Traffic (other
than for vegetative me tenance) on the componen not allowed. Cold weather install-
ations require the comp t to be heavily c ed for frost protection.
Influent a ality into the at -gr e s em may not exceed 220mg /L BODE 150 mg /L TSS and
30 mg /L FOG. Influent flow may teed the maximum design flow specified in the permit
for this installation.
tam U60 is provided with a flushing point at d of each lateral, and g is recommended that each
compared Mated solids at least once every 18 months. a pressure test is perkw med k should be
�qt
_ fast when the systepr was staged to determine P orifice rig has Occurred and if orfica cleaning is
equal distribution wtthtn the dispersal cell.
Observation pipes within the dispersal cell shall be* checked for effluent ponding.
Ponding levels should be reported to the owner and any levels above 4 inches considered'
as an impending hydraulic failure requiring additional, more frequent monitoring in
accordance vith•Comm 83.52 (2).
General
Th 3fitem shall be operated in accordance with Comm '82-84 Wis.Adm.Code and shall be
maintained in accordance with it!s component manual SBD 10570 P•(B.6 /99) *and - local and
state rules pertaining to system maintenance and maintenance reporting.
No ons should ever eater a septic or pump tank sires dangerous --
P�p tank abarn�nment shag be in a may be present that could cause death Septic and
POWTS �nerntg. ccordactce wrTh Comm 83.33, Wis. Adm. Code when the tanks are no longer used as
a ccess
risers and
oPOnkW used for swvtee and • Avers should be inspected for water tightness and soundness. Acces
Septic or pump tank manhole riser
unsound, defective, or assessmert shall be sealed watemttght upon the pmpletlon of service. -Any opening deemed
be seated e b to Wye must be replaced. Exposed acres openings greater ffgn 8.tnd1es in diameter shall
Se narancv Pt device to prevent accidental or unauthorized entry Into a tank or cdmponent.
sepft tank or
amyCf @ nfti.` _ ._= ea•......_ ' ,ryr•.
sYstet -in proper ope�g condition. become defective the tank or component shall be repaired or repUced to keep the '
!f the'dosarV tank, pump, prunp corals. alarm or Misled wiring becomes defective the defective component gall be
or replaced with a proponent of the same or equal Dom. _
If the at -g` �p '- ails to accept n�aat "" g ns a'!'$c. ergs wastewater�to
the ground amino., it may e n tail an aerobic pre - treatment Wait or _
.replace the component. Ad to and ao tions may need to be done and
add Sale picas m to be prepared_aad approved by a mea of Comomerce,
_ J ngs .
QnestioUSA bOut the Operation or maintenance of this system should be dir
The County Zoning Office at - - PL - ' �Q S'�• ►41
The system installer at
The tank manufacturer at _$qSG, tiyt�T51
The effluent filter' manufacturer at 8'0l�j - Z J N z zrc • _
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AORBBMENT
AND
OWNERSHIP CER71MCATION PORM
Owner/Buyer c 1 e
Mailing Address
Property Address
(Verification rrquimd from Phnakg t for new comimctioa)
cityasm Ad s O A A Pa d Identification Numbs
LEGAL OCttf z''r'fON 3
Property Location JVE ,, NF V, Scc. . T N-R W, Town of
�
Subdivision A S �.
Lot #
Certified Smvey Map # Volnmc Page #
Warranty Dad _ I Volume 1 7 P
age #
SP .IwaSe D yes 61 no Lot lin�x ikatibabla ® yes 13. no
ArT�
+�'�saoeaf i
ooasistsafpmoppmg�gi �� spr�bu� 'iimoetvlaa,odtie.�.Pmpeeaa�o�
of ato°°c{ifaoodod _ P VWyoaPutiaboQ,oiyd=
aasffod�be . s Q� tiakas s • ���evtaste&sly� • .. .
1iogzneyaran stmt 01odm`ati,oe. : 6y8roaaaoxsndby -:
isimR°Per°Pecaft acaad!mdpag(,fQ�eoaai�aiv>IOar
��d�CC- tmlers kss flea 1f3 �adl �dg+e.
. L �' ne end dre abort an d
��.1�aasact de + �g� °o `� on° Hind c °`IIrepdritcs�cw��w�15�cCeadsids
�' °fa°°m'ea°es�odWeDtaftZatnctt
Ianlns 6oca �sebeeomll�odaadz ,odt
d ays -of6C G& x ddc-- zrooft 6iice 30
SEGUAIURE OF APPICANr �f7
DATE
O MUON
i (ate) that an P tY dcsc ,od me a gd fa ace hnc to the best of my (out) j=0wk dgc,. I (vx) acs (are) the owna(s) of
by viduc of a crawly deed coaocdod in
. ' of Doody O!I'icc,
SIGM111M OFAPMCANT
DATE
AV iaf dent is sacs- odmay tcv* to use smiWy permit bdn mvalmd b the 7.auing Mpa� •s "' •
ss IadQ& frith this app4cation: a awwod wacmq dood from ltrc
a of flee of Doody oQ'ccc
copy caeod auvcy rasp if "crcnoe is ma& is gee wamuty flood
'J 1997P 1 108
r
STATE BAR OF WISCONSIN FORM 1 - 1998 KATHLEEN H. NALSH
REGISTER OF DEEDS
Document Number WARRANTY DEED ST. CROIX Co., MI
C) -7 "v _ a I I`) - _20 -coo RECEIVED FOR RECORD
Parcel Identification Number (PIN) 10 - 03 -2002 10:00 AM
THIS DEED, made between Joseph P Casey and Susan E Casey, EAEMAN DEED
husband and wife, Grantor, and Eddie W. Daniel and G lenda Danie
Grantee, as joint tenants. REC FEE: 13.00
Grantor, for a valuable consideration, conveys g s to Grantee the followin TRANS FEE: 231.00
COPY FEE:
described real estate in St. Croix County, State of Wisconsin (the CERT COPY FEE:
"Property"): PAGES: 2
SEE ATTACHED EXHIBIT A
This is not homestead property. Recording Area
Together with all appurtenant rights, title and interests. Name and Return Address:
Land Title, Inc.
Grantor warrants that the title to the Property is good, indefeasible in 1900 Silver Lake Rd. Suite 200
fee simple and free and clear of encumbrances except None New Elrighto M 55112
9L C5, i�',�
Dated this 2nd day of October, 2002. 030 - 2119 - 20 - 000
(SEAL) (SEAL)
* Joseph P Casey * Susan E Casey
(SEAL) (SEAL)
AUTHENTICATION ACKNOWL ENT
Signature(s) STATE OF Minnesota
I SS.
RAMSEY COUNTY.
authenticated this 2nd day of October, 2002 Personally came before me this 2nd day of October, 2002,
the above named Joseph P Casey and Susan E Casey, husband
and wife to me known to be the person(s) who executed the
* foregoing instrument and acknowledge the same.
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not,
authonzed by § 706.06, Wis. Stars.)
THIS INSTRUMENT WAS DRAFTED BY
.� Gregory A. Booth, Attorney at Law, 1900
Silver Lake Road, Suite 200, New Brighton, M 55112 Notary Public, State of Wisconsin
(Signatures may be authenticated or acknowledged. Both are My commission is permanent. (If not, state expiration date:
not necessary.)
•Names of persons signing in any capacity must be typed or printed below their
signature. tr
Ry KAREN TOMSCAK
OTARY PUBLIC -MINNESOTA
Comm. Expires Jar.. 31.2005
T X 9 2 935.9 935.7_ 152.15•
b M 23. 932.7 „
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x 36,7 �' '.. t 93 32 �� > 93 i . 1
est. --
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Q()2JP� pawl ftl4ot'l'o, . SO = / " 4eAt2o>e
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1 62.63' S 86'32'09" E 41412'
351.49'
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ro
�� i I SEPTIC I 0)
SEPTIC �o
LOT 12 I SITE �,'
I I
3.068 ACRES � — — — I o le d ole
I _ _ 133,640 SQ. FT. ,
1000 6.3' + /—
�{ o
�� �.
\1 ' /�.
4 1 1 001,
%00001 Ile 00.
cil
�. /
irk P /
loe
.� .
G / S.G.S. DATUM 1929
-EVATION - 914.93'
)P OF PIPE 10,
l G�
s' b
/ 11 ,'
.0
loe /, �.
C.