HomeMy WebLinkAbout022-1065-40-000 (2) SOIL EVALUATION REPORT #1244
Depart �� :1: 'U 1 of 3
Division of t ann d p1�Em ` ''° Keith E.Stoner
pin acconiangth Comm 85,Wis.Adm.Code
C� U4� County
Attach complete site ec@' aper not less than 8%Z x 11 inches in size. Plan must St.Cron
include,but not ' :vertical and horizontal reference point(BM),direction and
percent slope,sca or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.
022-1065-40-000
Please print all information. n2!C4 _ Da
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)).
Property Owner Property Location
Dale Gdffey Govt.Lot SW1/4,NE1/4,S23,T28N, R18W
Property Owners Mailing Address Lot# Block# Subd.Name or CSM#
1358 Oak Drive
City State Zip Code Phone Number City ❑Village ® Town Nearest Road
River Falls I WI 1 540221 Kinnickinnic Same
rCortjbm*gp Use: ® Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
acement ❑ Public or commercial-Describe:
material Sandy Residuum weathered from Sandstone Flood plain elevation,if applicable NA Generacomments Propose a 9 x 100'At-Grade mound with a system elevation=98.00'. Mound contour staked onsite.
and recommendations: SPY 3,P 3. 3 3
F 1-1 Boring# ❑Boring
®pit Ground surface elev. 95.50 ft. Depth to limiting factor 51 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfft
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#1 *Eff#2
1 0-5 10YR3/3 - Ifs ifgr mvfr CS 3f-co 0.5 1.0
2 5-32 10YR4/4 - Ifs Osg ml gs 3f-co 0.5 1.0
3 32-51 10YR5/4 - Ifs Osg ml gs 2f-m 0.5 1.0
4 51-88 10YR5/4 c2d5M/8 Ifs Osg ml - if-m 1 0.5 1.0
7.5YR6/2
-T I
*Horizon#4-second dominant color 2.5YR8/3
F2]Boring# ❑Boring
®pit Ground surface elev. 99.40 ft. Depth to limiting factor 47 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tt'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-4 10YR3/3 - Ifs ifgr mvfr ks 3f-co 0.5 1.0
2 4-43 10YR4/4 - Ifs Osg ml gs 2f-co 0.5 1.0
3 43-47 10YR5/4 - Ifs Osg ml gs 2f-co 0.5 1.0
4 47-60 10YR5/4 c2d5YRS/8
75YR6/2 Ifs Osg ml - if-co 0.5 1.0
*Horizon#4-second dominant color 2.5YR8/3 #4-with dense bands of fsl
'Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L nt#2-BODS<_30 mg/L and TSS<_30 mg/L
CST Name(Please Print) Signature: CST Number
Keith E.Stoner 224059
Address Keith E.Stoner Date Evaluation Conducted Telephone Number
23220 Wood Creek rd.Siren,WI 54872 7/30/2014 715-653-2324
0"30(R 11/11)
Property Owner Dale GrIffey Parcel ID# 022-1065-40-000 Page 2 of 3
F-]Boring
Fil Boring# ®Pit Ground surface elev. 96.45 ft. Depth to limiting factor 44 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 0-5 10YR3/3 - Ifs lfgr mvfr Cs 3f-M 0.5 1.0
2 5-33 10YR4/4 - Ifs Osg ml gs 2f-w 0.5 1.0
3 33-44 10YR5/4 - Ifs Osg m) gs 2f-ao 0.5 1.0
4 44-69 10YR5/4 c2d5M/8 Ifs Osg ml - if-M 0.5 1.0
7.5YR6/2
*Horizon#4-second dominant color 2.5YR8/3
F ❑Boring
4 Boring# ®Pit Ground surface elev. 92.70 ft. Depth to limiting factor 51 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. '01#1 'Eff#2
1 0-6 10YR3/3 - Ifs lfgr mvfr Cs 3f-m 0.5 1.0
2 6-29 10YR3/4 - Ifs Osg ml gs 3f-M 0.5 1.0
3 29-51 10YR5/4 - Ifs Osg ml gs 2f-m 0.5 1.0
4 51-72 10YR5/4 c2d5YR5/8 Ifs Osg ml - if-m 0.5 1.0
7.5YR6/2
*Horizon#4-second dominant color 2.5YR8/3 *With large fragments of limestone
F-I ❑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
*Effluent#1=BODS>30<220 mg/L and TSS>30<150 m *Effluent#2=BODS<30 mg/L and TSS<_30 mg/L
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