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Vis n ; SOIL EVALUATION RE 11 #1953
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings t Steel's Soil Service
County
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must 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 LD. d a..
Please print all information. Review By Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner L Property Location
Dan Nelso D(~ Govt. Lot na NE1/4, E1/4, S4, T28N, R18W
Prope wner's Mailing Address Lot # Block # Subd. Name or CSM# - ,
1188 CTY Hyw N C S M '2- S 1
City State Zip C e Phone Number ❑ City ❑ Village .7j Town Nearest Road
Roberts WI 5402A G'R4+6=~ 9-3659 Kinnickinnic 60Th Ave
EX] New Construction Use: 0 Apg~ umber of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable na ft.
General comments Mound Design, system elevation 101.50ft based on contour line elevation 100.00ft. Minimuum of 18 inches
and recommendations: of ASTM33 mound sand.
G5~►'► tiler 9
Boring # Z Ground surface elev. 100.20 ft. Depth to limiting factor 22 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
1 0-10 10yr3/1 none sil 2msbk mfr cs lvf .6 .8
2 10-22 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 22-29 10yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr gw na .4 .6
4 29-48 5yr4/4 c2d 7.5yr5/6 SL om na na na .2 .6
Boring # ❑ Ground surface elev. 100.2 ft. Depth to limiting factor 18 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/1 none sil 2msbk mfr cs lvf .6 .8
2 9-18 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 18-29 10yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr gw na .4 .6
4 29-48 5yr4/4 c2d 7.5yr5/6 sl om na na na .2 .6
-T 7E~~~i
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 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 8/27/2006 715-760-0347
SBD-8330 (R.07/00)
Property Owner Dan Nelson Parcel ID # Pending Page 2 of 3
3 ] F Boring # X Ground surface elev. 98.50 ft. Depth to limiting factor 21 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 0-11 10yr3/1 none sil 2msbk mfr cs 1Vf .6 .8
2 11-21 10yr4/4 none Sid 2msbk mfr cs na .4 .6
3 21-32 5yr4/4 c2d 7.5yr5/6 sl 2msbk mfr cs na .4 .6
4 32-48 5yr4/4 c2d 7.5yr5/6 sl om na na na .2 .6
❑ 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#1 '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#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 994 200`h 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 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. 100.00 ft
Top of 3/4" pvc pipe 6 41 7~ ❑ = Borings
Boring Elevations
B1 = 100.20 ft
B2 = 100.20 ft
B3 = 98.50 ft
B4 = 0.00 ft
We~~
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0
6-11(l.
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16b.csa-~r-
NORTH QUARTER CORNER OWNERS'ADDRESS
SECTION 4, T 28 N, R i8 W 118 C.T.H. "1V
(FOUND 1-1/2" IRON PIPE) Roberts, W. 54o23
CkRV KQ-S- &V11' Mee CEATV1fVRRVEYMAP
r~~ ~J~ aca VOLUME 18~ - PAGE 4704 I VOLUME 19LP-9 4962
S 89°5639" W 2632.38' NORTH LINE NE 1/4 SEC. 4
L L- I -
A 60th A_ VENUE io _ vanab~ S 89056'39",W ~508.22
QI2~ $ - - NS °56' "B 509,16' - - °O WWth ®i* 6547'51" NORE fHEASTCORNER
418.78 ,e . 38 3(FOECLTUNDNB,T28~N,IR18W
>IQI t33 J 3 ZI ALUMINUMMONUMENT)
50 `0T / 1 0'03 6600 / 00
01 ^-I 85' 85' - 3.029 ACRES 0 Z6~ ~ I WEST LINE NORTH 375'- EAST 475'
66.oo'WIDEJOINT /NE 1/4 SECTION 4
~I~I OR DRIVEWAYEASEMMT ~G
ICI n 5 CENTEREDONLOTLW 68, Oi
1I~ i y 131,934SQ FT. 1Q II W Sul -71 l~i~j~ - - =oi I, W I LOT Y M 33'I ~I
2.695ACRE5 a I al
OR °
p-1-33'=l
Iz N4j ° 117,393 SQ. FT. run)
Z~ IJ 3 N89°4811 W 484.76 LSOU'TH-EWE130kf 3iFMs 475'-_
=I I x ¢ NE 1/4 SECTION 4
I"I w ° ap ` PROPOSED FUTURE
UNPLATTED LANDS \ PUBLIC ROAD
0'
~I 5 ; r8* .00'
u
QI I N, „
ZI I ES1~ e c olr
UNPLATTED LANDS (
85' 85' I LAUJJJRE CE
I. =NOTE - M~ ' HY
I I = The Grantor, Heirs andAss*w reseue a Limited = I * • •
Construction Easement as shown on this map. If i e 1713 a
= a public ar rivate road si►stem is deveITed to W1 LLE':
serve acUoming lands, said Grantors, Heirs and ; ~y
Asst may enter this areafor construction of
_qns
road system. Ia p g
N said
A
LEGEND - z4, 2oo6
0 Indicates i"O.D. x 18" Iron Pipe Set
(Min. Wt. -1.13 Ibs./Iin. ft.)
• Found 1" Iron Pipe
Section Corner Monument
CJ 0 (as noted)
Scale in Feet 1" = 200' ® Indicates Limited Construction
Easement Area
zoo Too 0 200
Bearings are referenced to the North line of the NE 1/4 X Indicates Fence
of Section 4, assumed bearing S 89°56'39" W.
(R= ) Recorded As
This Instrument Drafted by Mark W_Peavey SHEET I OF 2
I