HomeMy WebLinkAbout038-1127-30-150 Wisconsin Department of Commerce SOIL EVALUATION REPORT ,41acrPage / of ..J
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code
County S�,
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 st road.
Please p nt ally rid, Rev' wed by Date
Personal Information you provide maybe used for sewnn v acy k's:13 (m))• \ I
Property Omer 1 Property Location
' .
Govt.Lot � 1/4/Y, 4/4 S T
20043 N R �� (or
Property Owner's Mailing Address Lots. Block# Subd.Name ot CSM#
ZOMN,--,v F iC
City State Zip C f IVORIdi?T° ❑City ❑Village f2 Town Nearest Road
El
R New Construction Use: Residential/Number of bedrooms_�_ Code derived design flow rate fS f0 GPD
❑Replacement ❑ Public or Comm al-Describe:
Parent material 6C 14- (,(�G7 / /G 1-J Flood Plain elevation if applicable ft.
General comments Ste L. y7 � �ii M�f, cc�rti
and recommendations:
/ Y
Z 1�10-4C.? �7/1"J 'Z 6Vc%4-
Boring# ❑ Boring
pit Ground surface elev. ZZ, ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2
2 � -/7 7 P-T 5� 0/h sq, /'1G C w C 74 , C
l7%y �s;��' �/� S ���1 / G C w D, 7* /, C
`/ yy 9a 72-11 V A S 0/7s
P-1 Boring# IG❑1 Boring C� U
L^�I 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
r 6)-) i�Y°%z N S o/1139 /V- 0, 7 ?
*Effluent#1 =BOD >36:5 220 mg/L and TSS>30:5 150 mg/L *Effluent#2=BOD <30 mg/L and TSS 5 30 mg/L
CST
_�me(Please Print) Sign at CST Number
Address Date Evaluation Conducted Telephone Number
Z/-c 71S- z1-11,3203
LvrZ �.
Property Owner 'Poll �1,C e Parcel ID# Page L of 3
Boring# Boring
F-71 Pit Ground surface elev. r!} * ft. Depth to limiting factor rI ZO in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu.Sz. Cont.Color C Gr.Sz.Sh. �a, *Eff#1 -01102
2 S_ zy 7�irP 4V f LS+y � GCA U 7�
❑ 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 GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *0102
F-1 Boring# El El❑ 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 *Efi#2
*Effluent#1=BOD,>30 5 220 mg1L and TSS>30 5150 mgA- *Effluent#2=BOD6 5 30 mg/L.and TSS 5 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(8.07/00)
OWNER V// Page 3 of 3
Name - f (o c e Brian Parnell
Address /7� -7e!�>4 Sf. CST 231314
C" /-r--k Date
A Benchmark 1 2 �w
Benchmark 2 UpeaC eipe
❑ Soil Boring
_ 1 Suitable Area
F =40' Scale
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VOL 19 PAGE4871
KATRGEEB R.
REGISTER OF DEEDS
RRECEIVEDXFOR*kECORD
CERTIFIED SURVEY MAP 11/02/20.4 12215PH
LOCATED IN PART OF THE SW1/4 OF THE NE1/4 CERTIFIED SURVEY MAP
OF SECTION 31, T31 N, R1 8W, TOWN OF STAR RROEPYFEE. 13�
PRAIRIE, ST. CROIX COUNTY, WISCONSIN; PAGES: 2
BEING LOT 3 OF CERTIFIED SURVEY MAP
RECORDED IN VOLUME 9, PAGE 2531.
LEGEND A SPECIAL EXCEPTION USE PERMIT IS REQUIRED
FOR THE DISTURBANCE OF SLOPES 20%OR OWNER
ALUMINUM COUNTY SECTION GREATER IDENTIFIED ON THE APPROVED CSM.
CORNER MONUMENT FOUND THIS PERMIT IS APPLIED FOR THROUGH THE DAN PLACE
ZONING OFFICE AND IS REVIEWED THROUGH A 176 A 30TH STREET
• 1"IRON PIPE FOUND
PUBLIC HEARING PROCESS BY THE ST.CROIX CLEAR LAKE,WI 54005
COUNTY BOARD OF ADJUSTMENT. SURVEYOR
■ 3/4"IRON REBAR FOUND dVT 2 EDWIN C FLANUM
O 3/4'X 18"IRON REBAR SET WEIGHING / j /�,� nn m NORTHLAND SURVEYING,INC.
P.O.BOX 14
1.50 LBS.PER LINEAR FOOT % V' ---- ° --
/ b��° !@S' pQ° 2@&g ROBERTS,WI 54023
100'ROADWAY SETBACK LINE % - - ----------
! PRIVATE DRIVE
------— 75'SETBACK FROM WETLANDS / 688°3206'W 300.00
----- EDGE OF WETLANDS (N88°25'16"E)
w
® 2096 OR GREATER SLOPES 66� ,' ♦
/ LOT 1
(XXXXX) PREVIOUSLY RECORDED DATA / Q ♦ v
♦ SOIL T�ST 3.00 ACRES w
/ 700. 130,714 SO.FT. / w
/ X
r
N6 ! WETLANDS /1 N
°
;r `l '
y LOT 2 ♦ \•�•— 735 �
3.12 ACRES ♦ -� / °Q
135,870 SQ.FT. Z
i
AX /
WETLANDS m
� o N
W
/
NUMBER
RVE DATA
TABLE
/ RADIUS 3789.10' F �0
CENTRAL ANGLE 3.54'08' rZ' 3> w zs
CHORD BEARING S28'44'40'W n
CHORD LENGTH 258.01' L�04 4 z o
ARC LENGTH 258,06' (�°c�°[ ° Q[�] - z
TANGENT OUT S30'41'44 W
W1/4 CORNER ------------------ NOO°11'14"W
SECTION 31 279.64' N89°1 6'51"W
._ _ _ _ _ _ ^ _ _ - _ _ N89°16'51'.W 3906.99' _ _ 1 1562.55'
SCALE IN PEST I" _ QQ' -!p EAST-WEST V4 LINE - - I- '� ■
N89°16'51"W 5469.54'
E1/4 CORNER
100 0 100 SHEET 1 OF 2 SHEETS SECTION 31
Vol 19 Page 4871
parcel #: 038-1127-30-150 02/07/2006 01:07 PM
PAGE 1 OF 1
Alt. Parcel M 31.31.18.517A-15 038-TOWN OF STAR PRAIRIE
Current X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
11/02/2004 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
DANIEL J PLACE O-PLACE, DANIEL J
176 30TH ST
CLEAR LAKE WI 54005
Districts: SC=School SP=Special Property Address(es): '=Primary
Type Dist# Description * 1863 RALEIGH RD
SC 5432 SCH D OF SOMERSET
SP 1700 WITC
Legal Description: Acres: 3.120 Plat: 4871-CSM 19-4871 038-04
SEC 31 T31 N RI 8W PT SW NE BEING LOT 3 OF Block/Condo Bldg: LOT 02
CSM 9/2531 NKA CSM 19-4871 LOT 2(3.12
AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4)
31-31N-18W SW NE
Notes: Parcel History:
Date Doc# Vol/Page Type
11/02/2004 778781 19/4871 CSM
07/23/1997 976/278
07/03/1997 1249/465 WD
07/03/1997 1249/464 WD
2005 SUMMARY Bill M Fair Market Value: Assessed with:
119773 38,300
Valuations: Last Changed: 10/05/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.120 37,600 0 37,600 NO 05
Totals for 2005:
General Property 3.120 37,600 0 37,600
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch#:
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS
INDUSTRY,° DIVISION
LABQR AND PERCOLATION TESTS (115) P.O. BOX 7969
HUMAN RELATIONS l M �I ON,WI 53707
(ILHR 83.09(1) & Chap#er 145)
LOCATION: SECTION: r w TOWNSHIP/MTY: OT NO.: LK.NO.: SUBDIVISION NA E:
SW 1/4 NE 1/4 31 /T31 N/R 18Lor) •' t 3 n
COUNTY: OWNER'S NAME: MAILING ADDRESS:
St. Croix Marvin Wilberg 1869 Ralei h Rd. New Richm nd
USE DATES OBSERVATIONS MADE
NO.BEDRMS.: COMMERCIAL DESCRIPTION: PROFILE DESCRIPTIONS:r7-28-92 R OLATION TESTS:
Residence 3 n a R(New ❑Replace 7-28-92
RATING:S=Site suitable for system U=Site unsuitable for system l�
ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK:REC MENDED SYSTEM:(optional)o fm `/�
QS ❑U QS ❑U ®S OU F-1 OS U (�J `j ,,L
If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the
under s. ILHR 83.09(5)(b),indicate: n/a Floodplain,indicate Floodplain elevation: n a
PROFILE DESCRIPTIONS
BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WI H HICKNESS,COLOR,TEXTURE,AND DEPTH
NUMBER DEPTH IN. ELEVATION OBSERVED EST.HIGHEST—TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.)
B-1 84 109.89 none >84 0-8, 10yr3/3, L. ; 8-24, 10yr4/4, ls. &gr. ;-
24-84 10yr4/4, Co. S.
0-11, 10yr3/3, L. ; 11-22, 10yr4/4, ls. &gr.;-
g-2 84 109.99 none >84 22-84, 10 r5/4, Co. S.
B-3 108.54 0-8, 10yr3/3, L. ; 8-19, 10yr4/4, ls. &gr.;-
3 84 none >84 19-84, 10yr4/4, Co. S.
BA 108.33 6010, 10yr3/3, L. ; 10-28, 10yr4/4, ls. &gr. 28-
4 82 none >82
none >
B-5 86 . 86
11022 0-=8, 10yr3/3, L. ; 8-30, 10yr4/4, ls. &gr.;-
B
PERCOLATION TESTS
TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES
NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD PERIOD2 PERIOD 3 PERINCH
P- 1 3.50
P_ 2 3.40 none 3 6
P_ 3 3.73 none 3 6
P-
P-
P-
PLOT PLAN: Show locations of percolation tests, soil borings and > s table soil areas. Indicate scale or distances. Describe what are the hori-
zontal and vertical elevation reference points and show their to S w the surface elevation at all borings and the direction and percent
of land slope. 1J
SY'ST"EM11-ELEVATION 106.49 E�
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I,the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin
Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
NAME(print): TESTS WERE COMPLETED ON:
Gary L. Steel 7-28-92
ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional):
1554 200th. Ave. , New Richmond, Wi. 54017 2298 7157)246-6200
CST SIGNA
DISTRIBUTION:Original and one copy to Local Authority,Property Owner and Soil Tester.
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