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Wisconsin Department of Safety and Professio s
Division of ladustry Services YZN04BJJ4AZEJ #1335
SOIL EVALUAI Page 1 of 3
PSG 2016 in accordance with SPS 385, Wis. Adm. Code Keith E. Stoner
Attach complete site plan on r t an x 11 inches in size. Plan must County
St. Croix
include, but not limiter~tp; Q rence point (BM), direction and
percent slope, scale q ".r, tf arrow, and location and distance to nearest road. Parcel I.D. o_ C)s I
r,O MM Please print all information. Revie Y Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 4 Z II
Property Owner Property Location
Joshua Leisen Govt. Lot E1/4, 1/4, S10, T28N, R18W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
452 Old Cemetary Rd. 1 Proposed CSM
City State Zip Code Phone Number I City Village Town Nearest Road
Roberts WI 54023 715-307-9816 Kinnickinnic Same
New Construction Use: Residential ! Number of bedrooms 4 Code derived design flow rate 600 GPD
u' Replacement i _ ' Public or commercial - Describe:
Parent material Loess over loamy drift Over h Flood plain elevation, if applicable Zone A ft.
General comments Propose 2 dispersal cel S x 120' using a .5 SA ocate the upslope cell over the approx. 96.00' contour w/a S.E. of 9 .90'. Center
and recommendations: the down slope cell over th con our w/a S.E. of 90. ' Cells CA's staked. lood plain evsequired.
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"Q :5
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F Boring
F -1 1 Boring #
Pit Ground surface elev. 95.48 ft. Depth to limiting factor >118 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 0-10 10YR2/2 sil/I 2msbk mvfr cs 3f-m 0.6 0.8
2 10-21 10YR3/4 I 2msbk mvfr gs 2f-m 0.6 0.8
3 21-32 10YR4/4 I 2msbk mvfr gs 2f 0.6 0.8
4 32-118 10YR5/4 srs Osg ml 2f 0.7 1.6
1
#4 w/fra ents f limestone and bands of fine sand somewhat compacted.
Boring
F2 Boring #
C, Pit Ground surface elev. 96.08 ft. Depth to limiting factor > 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-18 10YR2/2+3/4 stratified garden I 2msbk mvfr cs 3f-m 0.6 0.8
2 18-25 7.5YR4/4 sl 2msbk mvfr gs 2f 0.6 1.0
3 25-120 10YR4/4+5/4 srs Osg ml if 0.7 1.6
t
134#1 within garden tilled area
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature: CST Number
Keith E. Stoner 7 / 224059
Address Keith E. Stoner Date Evaluation Conducted Telephone Number
23220 Wood Creek rd. Siren, WI 54872 6/14/2016 715-653-2324
SBD-8330 (8.07/13)
• Property Owner Joshua Leisen Parcel ID # _ 022-1028-10-100 Page 2 of 3
Boring
F ] Boring # Pit Ground surface elev. 94.48 ft. Depth to limiting factor > 108 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 0-5 10YR2/2 I 2msbk mvfr cs 3f-m 0.6 0.8
2 5-12 10YR3/4+ 4/4 I 2msbk mvfr
gs 2f-m 0.6 0.8
3 12-22 10YR4/4 / I 2msbk mvfr gs 2f 0.6 0.8
4 22-34 10YR4/4 LJ sl 2fsbk mvfr gs 2f 0.6 1.0
5 34-74 10YR4/4+5/4 srs Osg ml gs if 0.7 1.6
6 74-108 10YR4/4 ' srls Osg ml 0.7 1.6
#6 w/bands of massive sandy loam 1 to 1- 1/2 inches
f- ;Boring
4] F Boring #
Pit Ground surface elev. 94.13 ft. Depth to limiting factor 52 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
1 0-10 10YR2/2 I 2msbk mvfr cs 3f-m 0.6 0.8
2 10-13 10YR3/3 I 2msbk mvfr gs 2f-m 0.6 0.8
3 13-24 10YR4/4 cl 2msbk mvfr gs 2f 0.4 0.6
4 24-38 10YR4/4 sl 2msbk mvfr gs 2f 0.6 1.0
5 38-52 10YR5/4 gr sicl 2msbk mvfr if 0.4 0.6
6 52 Bedrock
#6 w/bands of massive sandy loam 1 to 1- 1/2 inches
Boring
s ]Boring #
Pit Ground surface elev. 95.12 ft. Depth to limiting factor 9 >54 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
Hand Auger boring to verify depthof sandy - gravelly outwash.
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Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS <30 mg/L
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