HomeMy WebLinkAbout040-1295-60-000 (2) 1499
Wisconsin Department of Commerce
SOIL EVALUATION REPORT page t of 3
Division of Safety and Buildings in accordance wit Wis.Adm.Code A.C.E.Sal&Site Evaluations
County
Attach complete site plan on paper not less than 8'%x i Q t St.Cro'r
include,but not limited to:vertical and horizontal ref (BM) di Parcel I.D.
percent slope,scale or dimemsions,north arrow, on and diilace near f . 040�ID#19.28.300
Please print all in f �'tion.R�EEIVE� By �ADate
Personal information you provide may be used for purposes(Privacy Law,s.15.04(7)(m lv\i t.� Z2r I
Property Owner i u) r ion
J.T.B. Properties, L.L.P.C/O John W. Nie �r.j_,�_��5.-�'��ti =Lot ; ; NE 1/4 SE 1/4 S 19 T 213 N R 19 W
Property Owner's Mailing Address styG{},r t## . '' lock# S ame or CSM#
1564 West University Avenue ✓ -6 ''' Trebus Valley Estates
City State Zip Code Ph r rpbGi `' ity !j Village j Town Nearest Road
Saint Paul MN 1 55104 651-6 - Troy County Highway T"
!e New Construction Use: t16 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement j Public or commercial-Describe:
Parent material Glacial drift Flood plain elevation,if applicable na
General comments
and recommendations: Recommend installing mound system at elev.= 100.74'at 16"above 99.40'contour.
F-1 Boring# Boring 1120" in. Sal Application Rate
1 Pit Ground Surface elev. 99.23 ft- Depth to limiting factor --
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E ff#1- *E
1 0-12 10yr3/3 none sl 2fsbk mvfr aw 2f,lm 0.5 0.9 �P
2 12-20 10yr4/4 none Is 1 msbk mvfr aw 1 fm 0.7 1.2 , �-
3 ?9--26 10yr5/4 f2d 7.5yr 4/6 sil 2msbk mvfr aw 1 fm 0.5 0.8
4 26-32 10yr4/4 cl p 5yr 5/8 Is 1 msbk mvfr aw 1 fm 0.7 1.2
5 32-50 10yr4/3 none sil 2msbk ds aw 20m 0.5 0.8 ,(P
6 50-63 10yr2/1 none sil 1 msbk ds cw 1 fm 0.2 0.3 �{
7 63-78 10yr3/3 none sil 1 msbk ds - 1 f 0.2 0.3
❑Boring# Boring
Pit Ground Surface elev. 99.40 ft. Depth to limiting factor ern. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E PD/ft2E
1 0-12 10yr3/3 none sl 2fsbk mvfr cw 2f,1m 0.5 0.9
2 12-16 10yr4/4 none sil 2fsbk mvfr cw lfm 0.5 0.8
3 16-21 10yr4/3 none sl 2msbk mvfr aw 1fm 0.5 0.9
4 21-35 10yr5/4 none Is 1msbk mvfr aw 1fm 0.7 1.2
5 35-48 10yr3/3 f2d 5yr4/6 sil 2msbk ds aw 2f,1m 0.5 0.8
6 48-55 10yr2/1&3/3 none sit 1 msbk ds cw 1 fm 0.2 0.3
- Redox concentrations obs ur at upper edge of horizon due to greater penniability of H#4.
*Effluent#1=BOD?30<220 mg/L and TSS> <150 mg/L t#2=BOD5. 30 mg/L and TSS<30 mg/L
CST Name(Please Print) Sign re: CST Number
James K.Thompson 3602
Address A.C.E.Sal&Site Evaluations ate Evaluation Conducted Telephone Number
340 Paulson Lace Lane,Osceola,WI 20 12/5/01 715-248-7767
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Property Owner J.T.B. Properties, L.L.P.C/O John Parcel ID# 040-1078-20-000,ID#19.28.300 Page 2 of 3
3]F Ong
Ong# 98.73 ft. Depth to liming factor 26„ in Pit Ground Surface e1ev. —T Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-10 10yr3/3 none sl 2fsbk mvfr cw 2f,1 m 0.5 0.9 ,(<
2 10-16 10yr4/4 none sil 2fsbk mvfr cw 2f,1m 0.5 0.8 , (!
3 16-22 10yr413 none sl 2msbk mvfr aw 2f,1m 0.5 0.9 ,(P
4 22-26 10yr5/4 none Is 1 msbk mvfr aw 2f 0.7 1.2 .
5 26-42 10yr4/3 f2d 7.5yr4/6 sil 2msbk ds aw 1 f 0.5 0.8
6 42-52 10yr2/1 none sil 1 msbk ds cw 1 f 0.2 0.3
Redox concentrations observed in Fl#5 occur at upper edge of horizon due to greater permiability of H#4.
F1 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
*Eff#1 *Eff#2
Boring# �j 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
*Eff#1 *Eff#2
*Effluent#1=BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 S_30 mg/L and TSS<30 mg/L
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