HomeMy WebLinkAbout030-1088-60-006(13)
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NAISCOn' in SO EVALUATION REPORT s~ /5 srn/
Department of Co ercet` in a rdance with Comm 85, Wis. Adm Code Page 1 of 4
Division of Safety an Buildir8 Schmitt Soil Testing, Inc.
p p pen inches in size. Plan must
Attach complete site Ian n a St. Croix
include, but not limited to: e ' reference point (BM), direction and -
percent slope, scale or di arrow, and location and distance to nearest road. Parcel I.D.
Lot 13 W.V.E.
Please print all information. Re ' Da
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). /
19 Za
Property Owner Property Location
Loegering, Keith & Kirsten Govt. Lot NE1/4, SE1/4, S30, T30N, R19W
Property Owner's Mailing Address Lot # Block # T Subd. Name or CSM#
P.O. Box 2143 13 Whisper Valley Estates
City State Zip Code Phone Number City ❑ Village M Town Nearest Road
El Granada CA 94018 650-678-4823 St.Joseph 39Th St.
® New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
F-] Replacement ❑ Public or commercial - Describe:- 4-A Q ~/C~I- ~~4_ Q r~7~b ;4R&~
Parent material Glacial Till (Santiago Series) X GYC G ~1 U' ood p~ la n/eievatio , ' applicable na ft.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 109.66' based off contour line established at
108.82'. Slope of area is 23%. Depth to limiting factor is 26".
F1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 109.32 ft. Depth to limiting factor 33 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 •EfX
1 0-6 10yr3/3 none Ifs ifsbk mvfr (S 2m,2f .5 1.0
2 6-11 10yr3/4 none Ifs imsbk mfr gw 1vf .5 1.0
3 11-33 10yr5/3 none fSl 2msbk mfr a 1vf .4 .8
4 33-39 5yr4/4 c1d01y0yr6/8 scI imsbk mfr gw 2 3
5 39-72 5yr4/4 m2d 10yr6/8 SCI Om mfi 0.0 0.0
10yr6/1
2] Boring # Boring
® Pit Ground surface elev. 109.32 ft. Depth to limiting factor 26 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 •EW
1 0-9 10yr3/3 none ifs ifsbk mvfr a 2m,2f .5 1.0
2 9-26 10yr5/4 none Ifs Osg ml CS 1Vf .5 1.0
3 26-40 5yr4/4 c1101yr6~/2/6 scl imsbk mfi gw 1vf .2 .3
4 40-68 7.5yr5/4 m2d 0yr6/6 sicl imsbk mfr 2 3
10yr6/2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <_30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt i~'14 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 11/23/2011 715-247-2941
SBD-8330 (3.07/00)
PrM perty Owner Loegering, Keith & Kirsten Parcel ID # Lot 13 W.V.E. Page 2 of 4
Boring # Boring
pit Ground surface elev. 103.52 ft. Depth to limiting factor 34 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#f *Eff#2
1 0-5 10yr3/4 none sl 2mgr mvfr CS 2m,2f .6 1.0
2 5-12 10yr4/3 none Ifs imsbk mfr gw lvf .5 1.0
3 12-34 10yr6/3 none Ifs lcsbk mvfr a 1vf .5 1.0
4 34-46 7.5yr4/4 m2d 5yr6/8 SI Om mfi gw 1vf .2 .6
5yr6/2
5 46-76 10yr6/3 m2p 5yr6/8 sil lmsbk mfr .2
7.5 r6 1 3
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EM
❑ Boring # E] 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EffW
* 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) Schmitt Soo Testing, Inc.
Page 3 of 4
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Keith & Kirsten Loegering
Thomas J. Schmitt, CST 227429 Address: P.O. Boa 2143
1595 72nd St. City, State, Zip: Ell Granada, CA 94018
New Richmond, WI 54017
Phone: 71 - 60-1978 Subdivision: Whisper Valley Estates
Signature Lot No. 13
Date a2 2oa Legal Description: NE1/4 SE1/4 S30 T30N R19W
Backhoe Pit Township, County: St. Joseph, St. Croix County
A Bench Mark 1 El. 100.00' Top of 1" pvc pipe
A 13ench Mark 2 El. 108.60' Top of 2" pvc pipe
Slope= 23% Contour Line El. 108.82 Contour Line Length 75'
1"=40'
0+
1
/133 9421 3Y'
61 / 1-3cz
~opo
~a 13
This Soil & Site Evaluation Report was completed to fulfill a St. Croix County Zoning requirem he I lion the evaluation was
completed may or may not be suitable for your use and a new area may have to be evalua
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