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• Wisconsin Department of Co merce SOLE RT Page / of
Division of Safety and Buildin 0("T. accordance th C m 85, Wis. Adm. Code
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Attach complete site plan o papeg1 inc es in size. Plan must County
include, but not limited to: v ical anof BM , direction and
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percent slope, scale or dime on and distance to nearest road. 002-
Please print all information. Revi d by Date
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Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). J-4J~
Property Owner Property Location
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Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Z
City State Zip Code Phone Number ❑ Village g~To_wn Nearest Road
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Ejj New Construction Use: Residential / Number of bedrooms--3- I Code derived design flow rate yr0 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material 0c-S'S (r, v e6-- T l ( Flood Plain elevation if applicable Alk ft.
General comments 0, $ A
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Boring # F1 Boring I ✓
E Pit Ground surface elev. /0Os ft. Depth to limiting factor 45 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
~ b ~L. 11 tr * ~ g
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to 6.0 0.6
F5 I Boring # ring
pit Ground surface elev. ft. Depth to limiting factor in. Soil A p!.
caYion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color / Gr. Sz. Sh. *Eff##1 *Eff#(J2
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* Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Na (Please Print) Sig ure CST Number
Address D e E ation Conducted Telephone Number
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Property Owner ~ C ko't Parcel ID # pP, Page of
Boring # Boring ~7 _
❑ B; Pit Ground surface elev. (f q. D ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
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Boring # ❑B ring
L'D 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/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
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Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
F-1 ❑ Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
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C LU KAT ATHCEEF[ H. MALSK-
REGISTER OF DEEDS
ST. CROIX CO., MI
RECEIVED FOR RECORD
CR01X COl)NN 01 / 12/2007 10: 40AN
gURVEYOR'S RECORD CERTIFIED SURVEY MAP
RFr FFF • 1 -1 AA
PAGES: 2
CERTIFIED SURVEY MAP COPY FEE: 3.00
Michael Haller
Located in part of the Northeast Y4 of the Northeast Y, of Section 32,
Township 29 North, Range 16 West, Town of Baldwin,
St. Croix County, Wisconsin.
N OMER'S ADDRESS
LEGEND 867 230TH STREET
BEARINGS ARE REFERENCED WOODV(LLE, WI 34628
TO THE NORTH LINE OF THE p INDICATES 1"O.D. x 18' IRON
NORTHEAST 114 OF SECTION 32, PIPE SET (MIN. WT: -1.13 LBJL.F.)
T 29 N, R 16 W. ASSUMED AS 0 INDICATES V IRON PIPE FOUND
S 90'00vo" W.
0 SOIL BORINGS (PROPOSED SEPTIC SYSTEM)
0 SEanoN CORNER MONUMENT (AS NOTED)
SCALE W FEET 1 ` 200' INDICATES FENCELINE
1 160 (R=) RECORDED AS
UNPL KMP LANDS I (RIWES7) UNPLATTEDIANDS
NORTH 1H CORNER - - (R- N 67'07"34' W 2600.867
T CORNER
SECTION 32 T20 N, R 16 W ~u C - S 90'00"00' W 2600.69' - SECTION 3 32Z T T 29 N, R 16 W
(FOUND W IRON BAR) 70TH A`EN~~ 1~F
_ (FOUND PK'NAII~
N 90°00'00" E 314.54' NORTH UNE NE11
SS 9W00' 1300.34' N 90'0000' E 314.TT S 90'0000" W 985b1'
SETBACK UNE
PROPOSED
DRNEWAY
LOT 2 LOCATION
s~
OS CONTAINS 214 736
LOT I 3 e SQ. FT. OR 4.978 AC. p'
CERTIFIED Z e (208 351 SQ. FT. - g
OR4.737AC. o,
EXCLUDING TOWN 4 .SURVEYMAP z ROAD RIGHTOFWA19 W
1 N ~i
VQ4UME 1 ¢ s ~
Q
PAGE 497 0
I
.29.or
x S 88'W40" W 319.04'
REVISED: U--NP-LA--- TTED I,AI11Q$ UN~,~7T€ p ; L,gNDS
DECEMBER 12, 2006 I I
DATED.
FEBRUARY 21, 2006
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°LAURENCE' ~ '
MOm
• OEL/C°ENVILLE:
WI.
N
ENO 9
THISINSTRUMENT DRAFTED BYJERALD L. LARSON SHEET 1 OF2
1o12 Vol 22 Page 5342