HomeMy WebLinkAbout020-1059-00-060
SOIL EVALUATION REPORT #1657
Departmen in accordance with Comm 85, Wis. ACFW Page 1 of 4
Division of S fety a uildings Ila Schmitt Soil Testing, Inc.
1 County
Attach complete a plan on pel9t~s` an 8' 11 inches in size. Plan must St. Croix
include, but not Ii 'ted to:: ho al ref nce point (BM), direction and
percent slope, scal or di nsion %GW cation and distance to nearest road. Parcel I.D.
CFt~ , 0-1059-00-060 (7 7,11A 7
PQ ormatyon. evie . _ Date
Personal information yo N y be used for secondary purposes (Privacy Law, s. 15.04 0) (m)).
Property Owner Property Location
Savadge, Willis/ Hudson Boosters Govt. Lot SW1/4, SW1/4, S22, T29N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
900 Willow Ridge 1 na 22 Acre Parcel
City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road (f/~p
Huson WI 54016 Hudson Hwy 12/County Rd U
❑ New Construction Use: esi Brooms Code derived design flow rate 150 GPD
❑ Replacement Public or commercial - Descri Concession/Maintenance Buillding
Parent material Outwash Sand (Plillot Senes Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system elevation for area
is 91.25'. Area has no appreciable slope.
F 1-1 M Boring # [I Boring
Pit Ground surface elev. 97.43 ft. Depth to limiting factor 119 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
1 0-10 10yr3/2 none I 2mgr mvfr as 2vf .6 .8
2 10-20 10yr3/4 none sil 2fsbk mfr gw lvf .6 .8
3 20-27 10yr4/4 none sil 2msbk mfr gw lvf .6 .8
4 27-38 10yr4/6 c2d 7.5yr 6/8 sil 2msbk mfr gw .6 .8
7.5yr/6/2
5 38-62 7.5yr4/6 none grcosl lmsbk mfr cs .4 .7
Soil p soil color pattem exemption 85.30(3)(a)(2). This allows drainfields below tension saturated silt loams in coarser textured soils.
7 62-119 10yr6/4 none
1 s Osg ml 7 1.6
Boring # Boring
® Pit Ground surface elev. 97.96 ft. Depth to limiting factor 121+ 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
1 0-10 10yr3/2 none I 2mgr mvfr as lvf .6 .8
2 10-18 10yr3/4 none sil 2fsbk mvfr gw ivf .6 .8
3 18-36 10yr4/4 none sil 2msbk mfr gw 1vf .6 .8
4 36-52 10yr6/6 c2d 7.5yr 6/8 sil lmsbk mfr gw .4c .6
5 52-62 7.5yr5/6 none grlcos lcsbk mvfr a
.7 1.6
Soil profile meets soil color pattern exemption 85.30(3)(a)(3). This allows drainfields below tension saturated silt loams in coarser textured soils.
7 62-121 10yr6/4 1 1 none s Osg ml V.7 1.6
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS S_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 8/12/2011 715-247-2941
san-s330(x07/00)
Property Owner Savadge, Willis/ Hudson Boosters Parcel ID # 020-1059-00-060 Page 2 of 4
Boring # Boring
Pit Ground surface elev. 97.94 ft. Depth to limiting factor 120+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/2 none I 2mgr mvfr as 2vf .6 .8
2 12-23 10yr4/4 none sil 2msbk mvfr gw lvf .6 .8
3 23-35 10yr4/6 none sl 2msbk mvfr gw 1vf .6 .8
4 35-44 10yr5/6 none grls icsbk mvfr Cs .7 1.6
5 44-120 10yr6/4 none s Osg ml .7 1.6
F-1 Boring # Boring
El 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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD5> 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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SBD-8330 (3.07/00) Schmitt Sol Tesft, Ux.
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Page 3 of 4
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Willis Savadge/Hudson Boosters Club
Thomas J. Schmitt, CST 227429 Address: 900 Willow Ridge 1
1595 72nd St. City, State, Zip: Hudson, W154016
New Richmond, WI 54017
Phone: 715-760-1978 t PID: 020-1059400-060
Signature Lot No. NA (22Acre Parcel)
Date ! legal Description: SWi/4 SW114 S22 T29N R19W
Backhoe Pit Township, County: Hudson, St. Croix County
Bench Mark 1 El. 100.00' Top of 2" pvc pipe
Bench Mark 2 El. 97.61' Top of V Steel line point pipe on south lot line
Slope= 0%
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