HomeMy WebLinkAbout030-1088-60-006(8)
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IVAISCO S IL EVALUATION REPO ' P A, 10 #1671
Department of mefce in rdance with Comm 85, Wis. Adm. Page 1 of 4
Division of Safety nd Buildings Schmitt Soil Testing, Inc.
County
Attach complete site p n on paper not I % x 1 inches in size. Plan must St. Croix
include, but not limited o: vert a~I or& n point (BM), direction and
percent slope, scale or irag do ion and distance to nearest road. Parcel I.D.
Lot 8 W.V.E.
se nn t all information. Revi y Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Loegering, Keith & Kirsten Govt. Lot NW1/4, SW1/4, S29, T30N, R19W
Property Owner's Mailing Address Lot # Bloch # Subd. Name or CSM#
P.O. Box 2143 8 Whisper Valley Estates
City State Zip Code Phone Number City Village N Town Nearest Road
El Granada CA 94018 650-678-4823 St.Joseph 39Th St.
M New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial - Describe:ai1~
Parent material Outwash ( Hubbard loamy tin 4 f. 4 (J Floodplain el ation. if applicable na ft.
General comments
and recommendations: Area is suitable for a mounds stem. System elevation 99.0' based off a contour line established at
98.50'. Slope of area is 20%. Dept to limiting factor is 31".
a Boring # D Boring
® Pit Ground surface elev. 99.60 ft. Depth to limiting factor 88+ 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 'EfW
1 0-8 10yr3/4 none ifs ifsbk mvfr cs 2f,ivf .5 1.0
2 8-17 10yr4/6 none ifs lcsbk mvfr gw 2m,2f .5 1.0
3 17-46 10yr6/4 none grfs Osg ml as 1vf .5 1.0
4 46-88 10yr6/4 none fs OSg ml .5 1.0
F2 ] Boring # Boring
® Pit Ground surface elev. 98.85 ft. Depth to limiting factor 31 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 'EfW
1 0-6 10yr3/3 none ifs lmsbk mvfr gw 2m,2f .5 1.0
2 6-19 10yr3/4 none Ifs lcsbk mvfr gw 2m,2f .5 1.0
3 19-31 10yr6/4 none Ifs lmsbk mvfr a lf,ivf .5 1.0
4 31-41 7.5yr4/6 c2d Syr6/6 SI lmsbk mfr gw 1Vf .4 .7
5yr6/2
5 41-65 10yr5/3 m3p 5yr6/8 sil Osg mfr 0.0 0.2
7.5yr6/2
* 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:~jj,, CST Number
Thomas J. Schmitt o..1"'~'-~"~ 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 11/28/2011 715-247-2941
SBD-8330 (R.07/00)
Property Owner Loegering, Keith & Kirsten Parcel ID # Lot 8 W.V.E. Page 2 of 4
3 ❑ Boring # [_I Boring
❑ Pit Ground surface elev. 93.0 It. Depth to limiting factor 32 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-96 10yr3/3 none Ifs lfsbk mvfr a 2f lvf .5 1.0
2 9-15 10yr5/3 none Ifs lcsbk mvfr gw 2f,2vf .5 1.0
3 15-32 10yr6/3 none Ifs lcsbk mfr cs lvf .5 1.0
4 32-40 10yr6/3 c2d 56/6/6 56/6/2 vfsl Om mf C5 lvf .2 .5
5 40-72 7.5yr4/6 m2d 5yr6/8 vfsl Om mfi .2
5
5 r6 1
F-1 Boring # L] Boring
g ft. Depth to limiting factor in.
❑ Pit Ground surface elev. 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. *Eft#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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
I
* Effluent #1 = BOD5> 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 (8.07/00) Sduy& SON 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: 715-760-1978 Subdivision: Whisper Valley Estates
Signature Lot No.: 8
Date 11--2 Sr -2a! / Legal Description: NW1/4 SW1/4 S29 T30N R19W
Backhoe Pit Township, County: St. Joseph, St. Croix County
A Bench Mark 1 El. 100.00' Top of 1" pvc pipe
Bench Mark 2 El. 99.18' Top of 2" pvc pipe
Slope= 20% Contour Line El. 98.50' Contour Line Length 84'
1"=40'
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This Soil & Site Evaluation Report was completed to fulfill a St. Croix my Zoning require The location the evaluation was
completed may or may not be suitable for your use and a new area may hav o be evaluated.
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