HomeMy WebLinkAbout020-1161-20-000 (2)
Wisconsin Departmmnt of ~e'icil re1~ E-Urvices C jj- tl 0
Division of Industry Service
MAY 3 ZQ16 SOIL EVALUATION REPnR~ Page 1 of
' WMRMnce with SPS 383, Wis. Adm. Code
CRO County ST. CROIX
Attach complete site pI~4i~{~q UNAO"1 inches in size. Plan must
include, but not limite8'itdl'9 !i'flcal and horizontal reference point (BM), direction and Parcel I 020 - 1 161 - 20 - 000
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Revi ed by Date
Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)).
Property Owner Property Location
BRENT A. & PATRICIA J. WILEN Govt. Lot SW 1/4 : E 1/4 /16 T 29 N R I9 E(or)
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
591 Spurline Circle 28 Northline Station
City State Zip Code Phone Number L_jCity Village own Nearest Road
Hudson W1 54016 ( ) ft Spurline Circle
on LlseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
aren sandy outwash Flood Plain elevation if applicable Zizy NA ft.
General comments Conventional In-ground Trenches 0.6 loading rate system el 98.57 ft. pump required - 8" infiltrators
and recommendations:
171 M- Boring # ❑ Boring
Pit Ground surface elev. 99.25 ft. Depth to limiting factor 66 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 0-17 7.5YR2.5/l 1 2f-msbk mvfr cs 2vf-m 0.6 0.8
2 17-23 7.5YR2.5 2 sl 1 f-msbk mvfr cs 2vf-m 0.4 0.7
3 23-30 7.5YR3/3 sl 1f--msbk mvfr cs lvf--co 0.4 0.7
4 30-66 7.5YR3/4 - s Osg nil lvf-f 0.7 1.6
❑ Boring
❑ Boring # Pit Ground surface elev. 99.65 ft. Depth to limiting factor 54 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 0-11 7.5YR2.5/l sl 2f-ma&sbk mvfr cs lvf-m 0.6 1.0
2 11-24 7.5YR3/3 sl 2f-ma&sbk mvfr cs h-f-co 0.6 1.0
3 24-36 7.5YR3/4 sl 2f-ma&sbk mfr cs lvf-m 0.6 1.0
4 36-54 7.5YR3 4
s Osg 1111 cu' lvf-f 0.7 l.f,
5 54-60 5Y5/2 m2p 5YR5 6 c Om mefi 0.0 0.0
* Effluent #1 = BOD > 30 < 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
MARY JO HUPPERT Hollister's Soil Testing&Design) G~ 224832
Address Date Evalua Conducted Telephone Number
28497 Kin- Arthur's Court, Danbury, WI 54830 04- 14 - 2016 715-426-1775
SBD-8330 (R07 13)
Property Owner WZLEN, Brent & Patricia Parcel ID # 020 - 1161 - 20 - 000 Page 2 of 3
3 Boring # Boring 99.57 48
0 Q 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 0-19 7.5YR2.5A sl 2f-ma&sbk mvfr cs 2vf-co 0.6 1.0
2 19-27 7.5YR3/3 Is if-msbk mvfr cs Ivf-co 0.7 1.6
3 27-40 7.5YR3i4 is Ifsbk mvfr cs lvf-co 0.7 1.6
4 40-48 7.5YR3/4 s Osg ml aw lvf-ni 0.7 1.6
5 48-55 5Y5/2 ni2p 5YR5/6 c Om mefi 0.0 0.0
❑ Boring # F Boring
a 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
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/ft`
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
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