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!1 D UN1Y
Wisconsin Department of Commerce Z I If/A TION REPORT Page of
Division of Safety and Buildings
in a with Comm 85, Wis. Adm. Code
County l
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 Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. \
Please print all information. Revie by Date ~x( , SZI
Personal information you provide may be used for condaryurposes (Privacy Law, s. 15.04 (1) (m)). tJ
Property Owner v C~ c ✓ Property Location
Govt. Lot 4 S T ON R E (o W
Property Owner's Maili Address Lot # Block # Subd. Name or CSM#
//,7-) '-~Ia Z6
City S to Zip Code Phone Number ❑ City ❑ Village own Ne rest Road
>Z, c,/irvt 017
ew Construction Use. sidential / Number of bedroo s Code derived design flow rate GPD
❑ Replacement ,a~ ❑ Puublic~ or~mercial - Describe.
Parent material L/ c.~/C Flood Plain elev lion if applicable - 1Z ft
General comments _
and recommendations: q,-5/e- .e
r
F-/1 Boring ? '7
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
Iz-42 „ - /
67-
. /I
6
® ng # Boring
Pit Ground surface elev. Depth to limiting factor- in.
n. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0 ~3 0 3/ 5
'U, r
`//-1 a S i aL /-(,o
►I
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Si re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 -,-2 - 0 ~5- 715-246-4516
T
S
Property Owner _ Parcel ID# lJ~a" Page of
E Boring # ❑ Boring I/ I
pit Ground surface elev0 . ft. Depth to limiting factor Z t7 in• Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
d L _ S) C5
Z Z-2 y J C l CrQ'9 ~ I- CA
l~
d
a Ong # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
17 Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDIff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mgA. ' Effluent #2 = BODS < 30 mg/- and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (8.6(00)
r
Soil Test Plot Plan
Project Name Lynn Forrest Shaun rd
Address 1677 150th St.
New Richmond Wi 54017 CS #226900
Lot 1 Subdivision Date 4/24/05
N W 1/4 N W 1/4S 7 T 30 N/1417 W Township ErinPrairie
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron (Yes, it was in!)
System Elevation 99.4/100.7 *HRpSameasBenchmark
353'
Property
Line
Scale is 1" = 40'
unless otherwise
noted
B-3 108'
45'
30'
10' 90' B-2 70'
104' 50'
B-1 20% Slope
~k
B.M.
133'
.r-
150th St.
v
t
8 9 J 2
VOL 20 PAGE 5002
KATALEEA H. ALSH
REGISTER OF DEEDS
ST. .
x OR , WI
CERTIFIED SURVEY MAP RE
RECEIVEDVED FOR RECORD
06/2912005 04:06PM
LOCATED IN PART OF THE FRACTIONAL NW1/4 OF CERTIFIED SURVEY MAP
THE NW1 /4 OF SECTION 7, T301N, R17W, TOWN OF REC FEE: 13.00
ERIN PRAIRIE, ST. CROIX COUNTY, WISCONSIN. COPY FEE: 3.00
PAGES: 2
N LEGEND
40 2" IRON PIPE FOUND
• 1" IRON PIPE FOUND
'L 1" X 18" REBAR SET WEIGHING OWNER
1.50 LBS. PER LINEAR FOOT LYNN FORREST
o m N1677 EW RI 0TH STREET
NEW RI
CHMOND, W154017
NW CORNER - 100' BUILDING SETBACK LINE
z z SECTION7 SURVEYOR OF
Lu in X -X EXISTING FENCE EDWIN C FLANUM
w I I NORTHLAND SURVEYING
cr U N v~ I~~ ~~g I P.O. BOX 14
z S ~ °~J°LNIa OH b@)L° Q39 p(g)° _ ROBERTS, WI 5402
=3 it
g - --1 -
co C/3 a Z _ , OAD_WAY_EA_SE_MENT REC_IN VOL. 2814, P
p I I EXISTING DRIVE ° '17" - - - 8' -
I
m c~ I 353
_ REC. IN VOL. 2814_PG.001
28.31' `a - - ' - - - - ' - - -.2T
z . M
7"W 353_27'
- - -
W ~ I y Q
Z i LOT 1 l a o
WJ
1.91 ACRES INC. R/W & EASEMENT II
W I w 83,151 SO. FT.
WWI ( I ci
W/~.II I m 1;50 ACMES *C. W W & EASEMENT •
II 6 356 SO. FT. I T
Fi
I 33' ~ 33' 1 r-
1
- W(M.: r70 419 !.Cr? _ ° Q388 I ~ iq p l
N ~1
Q I ( C6 S89°3T17"W 381.28' I a ~
z 28.00 178.00' 353.28' 20328' I I W 0 i
o GARAGE
cd)
~ ~I LOT
N
w N I EXISTING DRIVE Qo Q d I
2.41 ACRES INC. WHOUSE I D I
O Z' _ 105,028 SO. F6Y? rv l~
w
z I I . 2.23 ACRES EXC GARAGE
N 97,226 SO. FTm O O N
y cm SEPTIC O
W VENT I
> ~?odo ~4~8 Pa.
- - I
w ~iW 0 1 SW'~A~
\ x xx x-x +I
w
353.43'
' 27. 319.38' 34.05'
1 6I6 S88°00'1 01W 381.05'
SOUTH LINE OF THE FRACTIONAL NW114 OF THE NW- 1/4
0
No dpG]D~3
s
1 Il I NEW BUILDABLE LOTS ARE CREATED BY THIS CERTIFIED SURVEY MAP, THIS
W1/4 CORNER C.S.M. ADJUSTS THE EXISTING PROPERTY LINES BETWEEN PARCELS RECORDED IN
SECTION 7 VOL. 547, PG. 622, VOL. 731, PG. 366 AND VOL. 2649, PG. 386. SAID PARCELS ARE
UNDER THE SAME OWNERSHIP AT THIS TIME. I
APPROVED ON b - ~9 ~ S By 1C K f 3k-kJ(ld SCALE IN FEET 1' = 80'
t ,ZONING DEPARTMENT.
THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON
JOB NO. 05-17 DATE 4-18-05 SHEET 1 OF 2 SHEETS 80 0 80 44
Vol 20 Page 5002
y_ a L
W114 CORNER, SECTION 6 1
(ALUMINUM CAP FOUND )
I GRAPHIC SCALE !"=300'
LEGEND
(NDICATES NOTED SECTION CORNER MONUMENT
o INDICATES 1.25" ( OUTSIDE DIA, ) IRON I Q 300 600 900
PIPE FOUND
INDICATES 1" X 24" ( OUTSIDE DIA, )
IRON PIPE WEIGHING 1.13 LBS. / LIN.
FT. SET. I BEARINGS REFERENCED TO THE WEST LINE
OF THE FRACTIONAL NWi/4 OF SECTION 7,
ASSUMED N000
ECOREDTAASBS0Ro003' 59'22"W (PREVIOUSLY
F\ - INDICATES FENCE. I R
NOTE, NO NEW HAVE BEENSCREATED. THE
PURPOS OF THIS MAP AND IS TO
i DE
FINE AND MARK THOSE PORTIONS DESCRIBED
\ IN THE "DISTRIBUTION UPON DEATH" PORTION
D\ I OF THE LOUISE FORREST REVOCABLE LIVING
N87°40'48"E !108.52' TRUST. THE PARCELS SHOWN HEREON
1 ARE NOT BEING ADDED TO THE ADJOINING
N is, 5' OR ADJACENT PARCELS BECAUSE SOME OF
g > 517.14' THE PARTIES INVOLVED DO NOT WANT THE
c o PARCEL ATTACHED TO THEIR PERSPECTIVE
P NORTH LINE OF THE FRACTIONAL PARCELS. ALSO, ONE OF THE PARCELS
w swi/4 OF THE Swi/4 CANNOT BE ATTACHED BECAUSE OF ZONING
f F THIS PARCEL ON THE RESTRICTIONS. THESE PARCELS WILL BE
1 O 1 NORTHEASTERLY SIDE ADDED TO THE ABSTRACTS OF THE
\ OF THE WILLOW RIVER PERSPECTIVE OWNERS BUT NO DEEDS WILL
LO CONTAINS APPROXIMATELY BE FILED OR RECORDED AT THIS TIME.
6.94 ACRES TO THE WATERS m
LU EDGE.
NOTE: THE NUMBERS IN THE PARCELS SHOWN
> 11 HEREON CORRESPOND TO THE NUMBERS
0
W SHOWN ON THE "DISTRIBUTION UPON
DEATH" THE FORREST
^ ~ ' k \ R
EVOCABLERLIVVINGFTRUSTLDAT D SEP.
y~ \ 0 16, 1998, THESE NUMBERS ARE NOT LOT
- - b16 8.954 ACRES TO m NUMBERS. HOWEVER THESE NUMBERS
-jMEANDER LINE
\ ARE USED FOR REFERENCE TO DESCRIBE
APPROXIMATELY \ N~ THE PARCELS AS SHOWN ON THIS MAP,
WATER SEDGE O s' CURVE. DF~ORNATI CURVE 2
CURVE i
Al RADIUS- 851.51' RADIUS- 851.51'
m 17 2.967 ACRESI CENTRAL ANGLE- 004)27'13" CENTRAL ANGLE- 1105756"
CHORD- 6.74' CHORD- 177.51' -
~v S660 11'18'E 674034'03"E
R ARC LENGTH- 6.74' ARC LENGTH- 177.83'
SHQ FUTUR9 'CERTOIFIEDD
8 Z 1^~ .3 SILO SURVEYI VISAP OR ION LOT
isSoS)gt O GARAGE 2.752 ACRES
•30. C3 I = SHED Kta
DWELLING
Y Q ~;ISOUTH LINE OFT FRACTIONAL 6>q
Q I iSWI/4 OF SECTI 6 S1/4 CORNER,
SWS/4 COR„ SECTION 6
SECTION 6 I 1 Ln 916.54' S020203 4'E N87 9'26"E 1440.98'
ALUMINUM 1 I N870 39'26"E 13.55 C- 7e - - R.R. SRC. FOUND
CAP FOUND f NORTH LINE OF THE FRACTIONAL _ T -3047 17
CE~(pEp NWi/4 OF SECTION 7. 70639'26"E SECTI7 CORNER
SECTiORq 2 7 I I SURVEY MAP 33
1 1 VOL 3, P%-612- j
J ROBERTA
STEEL 8.561 ACRESQ h,,~ty ,`l
1 I S89000'36"W 814.46' O A 3
1 N 139000-38'-E 299.00' N89000381 814.46' QG~ L
^ W1 1" IRON PIPE FMW .
S33038'24"W 135'
FF40M COMPUTED
I' sI C MFED POSITION.
w, PG. . 8 ® ya`5 °••NSiy
VOL
~m 9.129 ACRESv %
w * RO
DIANE & RONALD j
BEAUVAIS
z I 1- WN PIPE FW40 ` NEW RICHMOND
1 I 875-37 56"W 3.07' W(
FROM ffm
POSITION.
ION.
NB9000'38"E 299.00 SB9000'38"W 610.58' F~• gti0 '
300.00' N89000'38'E 80958' S V AV
VOL. 731,
PG, 366. $ m
$
GARAGE LAND JOSEPH SURVEYOR HGRANBERA EREBY CERGTIFY THAT BY THE
23'38"W 8.658 ACRES DIRECTION OF JOHN STEEL ( REPRESENTITIVE OF
587°
Im 46.68' THE LOUI5E FORREST REVOCABLE TRUST) I HAVE
SURVEYED, MARKED AND DESCRIBED IN ACCORDANCE
WITH A-E7 OF THE WISCONSIN STATUTES, THE
LYNN & PARCELS DESCRIBED IN SAID TRUST AND THAT THIS
F SOUTH LINE OF THE FRACTIONAL MAP AND DESCRIPTIONS ARE A TRUE AND CORRECT
47. . NW1/4 THE NWS/4 REPRESENTATION TO SCALE THEREOF.
VOL G. 622
VOL. 547.
P
S87023'38"W
195.00'
347.0' N87°23'38"E SHEET 1 OF 2
23' 1106 31' MAP OF SURVEY
1~S I LOCATED IN THE FRACTIONAL SWi/4 OF THE SWi/4 OF SECTION 6 AND
o THE FRACTIONAL NW1/4 OF T,HE NW114 OF SECTION 7, T30K R17W,
l ei TOWN OF ERIN PRAIRIE, ST.'CROIX COUNTY, WISCONSIN,
Scale: 1"-300 SURVEYED FOR: LOUISE FORRESI' REVOCABLE TRUST
C/O JOHN & ROBERTA STEEL
PREPARED BY: Date: 6/26/2003
GRMBERG SURVEYING
W114 CORNER, 1299 C.T.H. IV Revised:
SECTION 7 Drawn By: JWG
1.25" ( OUTSIDE NEW RICHMOND, VA. 64017
DIA.) IRON PIPE PH JOB NO 03-006 7629 Job: 03-006
FOUND. Surveyor: JOSEPH W. GRANBERG S-2295
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