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Wisconz"d Professional Services
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SOIL EVALUATION REPORT Page I of 3
in accordance with SPS 383, Wis. Adm. Code
;
Old ~JUtM ANT County ST. CROIX
Attach te~pvt not less than 8 1/2 x 11 inches in size. Plan must
incla °I lted to: vertical and horizontal reference point (BM), direction and Parcel I.D. 040 - 1066 - 60 - 000
per&nt slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Reviewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). IA 0 I 9Z-MIA Property Owner Property Location
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DALE VANNURDEN Govt. Lot NE 1/4 SE 1/4 S 16 T 28 N R 19 E( ®
Property Owners Mailing Address Lot # Block # Subd. Name or CSW
6900 Sioux Trail 2 --TL)
City State Zip Code Phone Number ity Village Town Nearest Road
Rockford, MN 55373 ( 612 ) 282 - 8524 31(p S. Glover Road
New Construction Usee Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material sandy outwash Flood Plain elevation if applicable N-4 ZOAJE X ft.
General comments Conventional in-ground Trenches 0.7 loadin
and recommendations: " '00DOZ D15COLtAOTel> 314 I. lrI41AV /Ls"d~Q L4F-S5 AovC GOSLg
SYS'9M ~'LEV ou"11 g- 477, b' or_ Go~- ~ Vg;gI F/ $_#A0 ~S
FT Boring # ❑ Boring
o pit Ground surface elev. 681.70 ft. Depth to limiting factor 108 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-18 10YR2/2 I 2fabk mfr as 2vf-f 0.6 0.8
2 18-26 10YR3/4 sicl 1 fabk mfi cs 2vf-f 0.4 0.6
3 26-39 IOYR3/4 scl Ifsbk mfi cs 1vf-f 0.2 0.3
4 39_44 7.5YR4/4 cost Ifsbk ml as lvf-f 0.4 0.7
5 44-108 7.5YR4/4 s Osg ml 0.7 1.6
some gr; few cobs.
❑ 2 Boring # ❑ Boring 683.10 110
❑ 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
1 0-25 10YR2/2 sl 1 f-mabk mvfr as 2vf-m 0.4 0.7
2 25-33 10YR3/2 sil 2fabk mfr es Ivf-f 0.6 0.8
3 33-50 I OYR3/4 sil 2f-mabk mfr cs 1 vf-f 0.6 0.8
4 50-60 lOYR4/4 m1fIOYR4/6&1oYR6/2 sicl Ifabk mfr cs 0.2 0.3
5 60-66 7.5YR4/4 cos] 1 fsbk ml cs 0.4 0.7
6 66-110 1OYR4/4 s Osg ml 0.7 1.6
some gr; few cobs; redox in horizon 4 meets SPS code
* Effluent #1 = BOD, > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sig CST Number
Ma Jo Hu ert Hollister's Soil Testing & Design) 224832
Address Date Evalua "on Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 05 - 28 - 2015 715-426-1775
SBD-8330 (R07/13)
Property Owner VAN NURDEN, Dale Parcel ID # 040 - 1066 - 60 - 000 Page 2 of 3
3 Borin # Boring
g pit Ground surfaceelev. 682.10 ft Depth to limiting factor 110 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. *Efl#1 *Eff#2
1 0-16 7.5YR2.5/2 I 2f-mabk mvfr as 2vf-m 0.6 0.8
2 16-27 7.5YR3/3 sl 2fabk mfr as lvf-m 0.6 1.0
3 27-32 10YR3/6 scl lfabk mfr as lvf-m 0.2 0.3
4 32-46 7.5YR4/4 s Osg ml gw I of--f 0.7 1.6
5 46-110 7.5YR4/6 s Osg ml 0.7 1.6
some gr; few cobs.
❑ Boring # H 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 *Eff#2
OBoring
❑ Boring # Ground surface elev. ft. Depth to limiting factor in.
Pit
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
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
SBD-8330 (R07/13)
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