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RECEIVE #1846
OIL EVALUA N REPORT
Department of Comm ceAY 1 20a wi Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and ildin Steel's Soil Service
County
Attach complete site plan o papeg-ppMes lhgiPf~'%IC 1 inc es in size. Plan must St. Croix
include, but not limited to: v rtical and horizontal reference int (BM), direction and
percent slope, scale or dim ca ion and distance to nearest road. Parcel I.D. Please print all information. Reviewe y Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). S ZJ!' 0 to C~i/C~
Property Owner Property Location
Tom And Susan Florer Govt. Lot na NE1/4, E1/4, S26, T28N, R18W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# f
1386 Evergreen Dr. LC na CSM
City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road
~j3?
,
RiverFalls WI 54022 715-425-8798 Kinnickinnic Evergreen Dr.
❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Parent material Sream terraces and outwash plains underlain sandstone Flood plain elevation, if applicable na ft.
General comments Mopund Design, system elevation 99.78ft based on contour line elevation 98.20ft. minimum of 19inches
and recommendatio : class 33 mound sand.
c✓,1 C-ros on. Ck ~
F-1 I Boring # ❑ Ground surface elev. 97.80 ft. Depth to limiting factor 19 in.
❑ 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
1 0-8 10yr3/4 none I 2msbk mfr cs 2f .6 .8
2 8-19 10yr4/4 none sl 2csbk mfr gw lvf .6 1.0
3 19-30 10yr4/4 c2d 7.5yr5/6 sl 2msbk mfr gw na .6 1.0
4 30-48 10yr7/4 c2d 7.5yr5/6 andstoni residuum na na na .0 .0
F ]Boring# ❑ Ground surface elev. 97.80 ft. Depth to limiting factor 17 "/"in. 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
1 0-8 10yr3/4 none I 2msbk mfr gw 2f .6 .8
2 8-17 10yr4/4 none sl 2msbk mfr cs lvf .6 1.0
3 17-30 10yr6/8 c2d 7.5yr5/6 sl 2msbk mfr gw na .6 1.0
4 30-48 10yr8/2 c2d 7.5yr5/6 andstom residuum na na na .0 .0
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS S.30 mg/L
CST Name (Please Print) Signature: , CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 4/26/2006 715-760-0347
SBD-8330 (R.07/00)
Property Owner Tom And Susan Florer Parcel ID # pending Page 2 of 3
[-3 ]Boring # ❑ Ground surface elev. 98.80 ft. Depth to limiting factor 19 in,
~ 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
1 0-8 10yr3/4 none I 2msbk mfr cs 2f .6 .8
2 8-19 10yr4/4 none Is osg mvfr gw ivf .7 1.6
3 19-29 10yr4/4 f1f 7.5yr5/6 Is osg mvfr gw na .7 1.6
4 29-48 10yr8/2 c2d 7.5yr5/6 andston residuum na na na .0 .0
I
❑ Boring # ❑
❑ Ground surface elev. ft. Depth to limiting factor in. 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#f "Eff#2
❑ Boring # ❑
❑ Ground surface elev. ft. Depth to limiting factor in. 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#t "Eff#2
Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BOD5 < 30 mg/L 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 (R.07/00) Steel's Soil Service
ii
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Tom and Susan Florer 994200 th St.
CST-POWTSM NE1/4,NE1/4,S26,T28N,R18W Baldwin, WI 54002
Lic. #248956 Town of Kinnickinnic, St. Croix Co. Direct 715- 760-0347
CSM Lot 1 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
Legend N
1" = 40'
= Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
= Alt Benchmark Ele. 99.20 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 97.80 ft
B2 = 97.80 ft
B3 = 98.80 ft
L B4 = 0.00 ft
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CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NE1/4 OF THE NEi/4 OF
SECTION 26, T28N, R18W, TOWN OF
KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN.
OWNER SURVEYOR
TOM & SUSAN FLORER EDWIN C FLANUM
1386 EVERGREEN DRIVE NORTHLAND SURVEYING, INC.
RIVERFALLS, WI 54022 P.O. BOX 14
ROBERTS, WI 54023
CORNER w
---Q44~D dGQ~]D~ NE SECTION 26
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N114 CORNER
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SECTION 28 NORTH LINE OF THE NE1l4 888°48'$&W 979.72 O
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SW48'36"W
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°d W SEPTIC 7RIW- SHED 873,047 SO.FT. Z
O . VENTS 41 LOT 2 18.78 ACRES EXG, RNV ~ 881.435 SOFT. r
r 7.08 ACRES INC. HOUSE Qw
308,225 SOFT, 15.30 ACRES ± TO O.H.W.M. G
6.80 ACRES EXC. RAN WELL EXC. R/W Z ~I S
300,441 SOFT. v Y
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6.87 ACRES ± TO O.H.W.M. + ^ O
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LOT 1 AREAS
2.21ACRES INC. R/W LOT 1~ 2
96,141 SOFT. Ri o
2.00 ACRES EXC. R/W (7
87,120 SOFT. w 2 _
4 N89°1415"E 968.29' R w w
_ T 295.35' 263,24
_ 294.61' 253. 410.08' by _ PQR
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ALUMINUM COUNTY SECTION 0/4 CORNER
CORNER MONUMENT FOUND -X-X EXISTING FENCELINE SECTION 26
2 3/8" O,D. IRON PIPE FOUND 5d BUILDING SETBACK LINE
1"O.D, IRON PIPE FOUND • SOIL TEST
3/,P X 18" IRON REBAR SET WEIGHING O.H.W.M. ORDINARY HIGH WATER MARK SCALE IN FEET I'm 200'
O
1.50 LB$, PER LINEAR FOOT SHEET 1 OF 2 SHEETS 200 0 200
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