HomeMy WebLinkAbout040-1296-20-000 (2) 44,
re vc4o.-A Wisconsin Department of Commerce A REPORT �x e a �`� Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code A.C.E.Soil&Site Evaluations
Attach complete site plan on paper not less than�72' ' must County
include,but not limited to:vertical and horizontal St.Crohc n
T-n SI), nro d Parcel LD. -�p o��%rZi�CJCJ percent slope,scale o dimemsions,north arrow, diStan�e'tofi t road. o< < �-
040 #19.28.300
Please print all i c1i bo
' Revi ewed By /t DPersonal information you provide may be used f setro ary pur ��,s.15.04`
J T.BB.Properties, L.L.P.C/O John W lien 111,1 Z� ovt Irot' ton NE 1/4 SE 1/4 S 19 T 28 N R 19 W
Property Owner's Mailing Address �-A ST („ Lot a Block# Subd.Name or CSMII
1564 West University Avenue -' , ` ` 12 ", Trebus Valley Estates
City State Zip Cod -Ph re.Number ity �Village t , Town Nearest Road
Saint Paul MN 1 55104 1 roy County Highway"F"
1O New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial-Describe:
Parent material Glacial drift _ Flood plain elevation,if applicable na
General comments
and d i«rmmend installing mound system at elev.=94.90'at 6"above 94.40'contour.
L 17 U�T -e4* id�- s _
1 Boring# .j Boring
01 Pit Ground Surface elev. 94.38 ft. Depth to limiting factor 33" in. Soil Application Rate
Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
*Eff#1 *Eff#2
1 0-12 1Oyr3/2 none sill 2fsbk mvfr as 2fm,1c 0.5 0.8
2 12-25 1Oyr3/3 none sit 2fsbk mvfr cs 1fmc 0.5 0.8
3 25-33 1Oyr4/3 none sit 2msbk mfr gs 1 f 0.5 0.8
4 33-53 1Oyr5/4 f2f7.5yr4/6 sil 2msbk dsh cw 1 f 0.5 0.8
5 53-65 1Oyr5/4 f2f 7.5yr5/8 sicl 2msbk dh aw if 0.4 0.6
6 65-96 1 Oyr8/4 f2d 7.5yr5/8 Ifs/sl/sic Om dsh - - 0.0 0.0
H#6 is an unsorted mixture of 1 msbk Ifs,1 csbk sl,&Om sic with 20%of horizon comprised of 1/2"-2"limestone fragements.
Boring# �j Boring
! Pit Ground Surface elev. 94.27 ft. Depth to limiting factor 38" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Ef#Q
1 04 1Oyr3/3 none sl 2fsbk mvfr cs 3fm,2c 0.5 0.9
2 4-11 1 Oyr4/4 none Is 1 msbk mvfr cw 2fmc 0.7 1.2
3 11-18 1Oyr3/4 none Is lmsbk mfr cw 1 f 0.7 1.2
4 18-38 7.5yr3/4 none sl 2msbk mfr gw 1fm 0.5 0.9
5 38-62 7.5yr4/6 f2f 7.5yr5/8 Ifs Om mvfr cw 1 fm 0.4 0.6
6 62-85 1Oyr5/4 m2d 7.5yr5/8 s/Is/sl 1csbk dsh - - 0.4 0.6
MIS is an unsorted mixture of Osg s,Om &1 csbk sl. Loading rate reflects the most restrictive condition encountered.
*Effluent#1=BOD?30<220 mg/L and TSS 30<150 mg/L *Elf! t#2=130D<30 mg/L and TSS<30 mg/L
CST Name(Please Print) Sign ure: CST Number
James K.Thompson _ �- 3602
Tatie Ealuai �Address A.C.E.Sal&Site Evaluatins Conducted Telephone Number
340 Paulson take Lane,Osceola,WI 20 12/5/01 715-248-7767
Prgpertyowner J.T.B. Properties,L.L.P. C/O John Parcel ID# 040-1078-20-000,ID#19.28.300 Page 2 of 3
F Boring# Boring
Pit Ground Surface elev. 91.79 ft. Depth to limiting factor 80" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ME
*Eff#1 *EfW
1 0-13 1Oyr3/3 none sl 2fsbk mvfr as 2fm,lc 0.5 0.9
2 13-26 1Oyr4/3 none sl 2fsbk mvfr cs 1fmc 0.5 0.9
3 26-40 1Oyr4/3 none sil 2msbk mfr gs 1fm 0.5 0.8
4 40-60 1Oyr4/4 none sl 2msbk mfr cw 1fm 0.5 0.9
5 60-80 1 Oyr5/4 none sicl 1 csbk dsh aw 1 f 0.2 0.3
6 80-91 1Oyr6/4 none Sid Om dsh - - 0.0 0.0
F—I Boring# � Boring
;,j 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
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 _
*Eff#1 *Eff#2
*Effluent#1=BOD 5>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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