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Visconsin #19 54
SOIL EVALUATION RE
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. - / `0-~ (1o Z> 26)
Please print all information. Review By Date
Personal information you provide may be used for secondary pur cy La s. 15.04 (1) (m)). (p
Property Owner Pr erty Location
Dan Nglser~ 7Go Lot na E1/4, E1/4S4, T28N, R18W
Property Owner's Mailing Address t Block # Subd. Name r CSM# _'Tl )
1188 CTY Hyw N S~p CSM
City State Zip C de Pho}1(rt68r City Village Town Nearest Road
Roberts WI 5402 7105-74 - Kinnickinnic 60Th Ave
❑ New Construction Use: ❑ Residen ial / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Flood plain elevation, if applicable na ft.
Parent material Ground and end moraines, pitted glaical drift
General comments Mound Design, system elevation 101.58ft based on contour line elevation 100.00ft. Minimum o 19 I ches
and recommendations: of ASTM33 mound sand.
GS►1/1 AJ° 'QeG°ofn a F 9 /S~d~
❑ Boring
F-1 Boring # ❑ Pit Ground surface elev. 100.10 ft. Depth to limiting factor 18 'in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistency Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 -Eff#2
1 0-10 10yr3/1 none sil 2msbk mfr cs lvf .6 .8
2 10-18 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 18-28 10yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr gw na .4 .6
4 28-36 5yr4/4 c2d 7.5yr5/6 sl om na na na .2 .6
F2 ] Boring # ❑ Boring
Pit Ground surface elev. 100.10 ft. Depth to limiting factor 17 ✓in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 'Eff#2
1 0-8 10yr3/1 none sil 2msbk mfr cs lvf .6 .8
2 8-17 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 17-22 10yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr gw na .4 .6
4 22-36 5yr4/4 c2d 7.5yr5/6 sl om na na na .2 .6
Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 m L Effluent #2 = BOD5 <.30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signat e: CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 8/27/2006 715-760-0347
SBD-8330 (R.07/00)
Pfoperty Owner Dan Nelson Parcel ID # Pending Page 2 of 3
Boring # ❑ Boring
❑ Pit Ground surface elev. 99.40 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 0-9 10yr3/1 none sil 2msbk mfr cs 1Vf .6 .8
2 9-17 10yr4/4 none Sid 2msbk mfr cs na .4 .6
3 17-24 10yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr gw na .4 .6
4 24-40 5yr4/4 c2d 7.5yr5/6 sl om na na na .2 .6
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 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
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Dan Nelson 994200 th St.
CST-POWTSM NE1/4,NE1/4,S4,T28N,R18W Baldwin, WI 54002
Lic. #248956 Town of Kinnickinni, St. Croix Co. Direct 715- 760-0347
CSM Lot 2 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. 100.00 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B1 = 100.10 ft
B2 = 100.10 ft
B3 = 99.40 ft
B4 = 0.00 ft
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NORTH QUARTER CORNER OWNERS'ADDRESS
SECTION 4, T 28 N, R i8 W 118 C.T.H. "N
PV/ (FOUND 1-1/2" IRON PIPE) Roberts, W. 54o23
CFLRTIFIEQ.S11R1 fY-MA Q I CEBTLF►f.A~flLR1 YMAP
VOLUME 18LPAGE 470 VOLUME 19-JAGS 4962
i~~/ Jay1~ S 89°56'39" W 2632.38' NORTH LINE NE 1/4 SEC_4 - - - - - - - -
60t_h_ _ AVENUE _ ~anable I S 89'5639",W 5022'
d' co ®
N8 0 ' 9"E 509.16' - - I VV1J~ ~ is 654751" NORTHEAST CORNER
171
el ry~6~m ¢18.78' g 9 •38 (FOUNDNH,T28~N, IR 18 W
~1 Ql I 50' - al V~ ; " tS3 J - _3 I Q ALUMINUM MONUMENT)
LOT 1 0
CTION 4H 375' - EAST 475'
pl I 85' I 85 , 3 029 ACRES cc°o3 66ow 2b~o066.oo' WIDEd01NT NNE 4 SEUNE NOR
OR DRIVEWAYEASEMENf
131,934 SQ. FT, °CENTERED ONLOTLINE 8'
LOT 2 1
2.695ACRES ¢ 331 C1.I
OR --j-33-Z1
°
Z-,- t ° 117,393 SQ. FT. Von)
zl I ix N89°4811 W 494-7 L6O-ff LINEI46 7ff H375'=U ff475'
~i =1 ¢ K1/4 SECTION 4
PROPOSED FUTURE
til W ° ,~oe UNPLATTED LANDS P
UBLIC ROAD
L ~ 14 -1
~1 , 16 .00,
Ql I N89048'11" -----------------i
J1 (R = WEM is c orrsr~
UNPLATTED LANDS I•
s [ e
86 85' .---------------------------------------------------i LAUREJtQCE
~ e e
NOTE - I M HY
= The Grantor, Heirs andAssigns reseve a Limited 1 ( * e1713
I Construction Easement ass oum on this map. if I •
- , LDEN'JILLE •
apubiic orprivate road sy!s em is devetopeu to e W11. ,
y
serve acjoming lands, said Grantors, Heirs and 00
N Assigns may enter this area for construction of 1 "06000.0,0
= said road system. a LSD
A
LEGEND - 24, 2oo6
W E 0 Indicates 1"O.D. x 18" Iron Pipe Set
(Min. Wt. -1.13 Ibs./Iin. ft.)
0 Found i" Iron Pipe
Section Corner Monument
0 (as noted)
Scale in Feet 1" = 200' Indicates Limited Construction
Easement Area
Ir- 200 100 0 200
Bearings are referenced to the North line of the NE I/4 x Indicates Fence
of Section 4, assumed bearing S 89°56'39° W.
(R= ) Recorded As
This Instrument Drafted by Mark W. Yeavey SHEET I OF 2