HomeMy WebLinkAbout018-1006-40-050 (2) T
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1Nsconsin ■Q r^ .` '• al Services 5 1 x K t Page 1 of
Division of .ustry Services
JAN 2 UM� SOIL EVALUATION REPORT f S'{6 //o Ave.
County
accordance with SPS 385,Ws. Adm. Code
t oix CccntYSt.Croix
Attbut ach not li limited t.site p l 0._1 . i' .ce 1/2 x 11 inches(BM ,directiontn size.and p n must include,op O_ C7 .
" point( ) percent slope, Parcel I.D.p1g-) OOlo-
scale or dimensions,north arrow,and location and distance to nearest road, 438-13=40•660 Ref#2455
Please print all information. Revjgwed by J4 / Dal
Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). (/��T yt 67 7 Z?
Property Owner Property Location ❑
Eileen Fasbender Govt. Lot SE '% SW 'h S 3 T 29 N R 17 E (or) W
Property Owners Mailing Address Lot# Block# Subd.Name or CSM#
14090 90°St.So. na na na
City State Zip Code Phone Number 0 City 0 Village ®Town Nearest Road
Hastings MN 55033 I (952)567-9238 I I Hamond I Co. Hwy.T
® New Construction Use: ® Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement 0 Pu, $c'or commercial 'be:
Parent material Glacial Till J`€.A� I r/ Flood Plan elevation if applicable na ft. 2 9 fr44 x
General comments and recommendations: Site s�6le for mou POWTS. Recommended infiltrative surface elev. to be 103.00'at 12"above 102.00'
contour. B-4 8 B-5 evaluated to determine suitability of site as source of driveway fill.
1 Boring ft
Boring
0 Pit Ground surface elev. 102.10 ft. Depth to limiting factor>54-in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft'
In. Munsell Qu Az Cont.Color Gr.Sz.Sh. 'E1f#1 'ER#2
1 0-11 10yr3/4 none sil 2fgr mvfr ON 2vf,f,m 0.6 0.8
2 11-22 10yr4/4 none sicl 2fsbk mvfr gw 2vf,f 0.4 0.6
3 22-54 7.5yr4/6 none sl lmsbk mfr - 1vf,f 0.4 0.7
l 2 Boring#
'1 ❑Boring
®Pit Ground surface elev.99.17 ft. Depth to limiting factor 3.Z in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eft#2
1 0-9 10yr3/4 none sil 2fgr mvfr cs 2vf,f,m 0.6 0.8
2 9-20 10yr4/4 none gr sl 2fsbk mvfr gw 1vf,f 0.6 1.0
3 20-32 7.5yr4/4 none sl lmsbk mfr ON lvf,1 0.4 0.7
4a 32-56 7.5yr4/4 none sl tmsbk mfr - - 0.4 0.7
4b 32-56 10yr4/6 none sd Om mfl - - 0.0 0.0
Effluent 81=BOD,>30 5 220 ng/L t SS>30 5 50 mg/ :j •EM n i2=BOD >30 5 220 mg/L and TSS>30 5 150 mg/L
CST Name(Please Print) gnature / S f CST Number
James K.Thompson 1/ 30021
Address e Evaluation Conducted Telephone Number
L340 Paulson Lake Lane,Osceola,WI 54020-5413 October 11, 2016 (715)248-7767
SBD-8330(R04/15)
/d Boring# ❑ Boring
® Pit Ground surface elev. 102.36 ft. Depth to limiting factor i�1"in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •EflM1 ,Efir2
1 0-10 10yr3/4 none sil 2fgr mvfr es 2vf,f 0.6 0.8
2 10-16 10ry4/4 none sic' 2fsbk mvfr gw 1vf,f 0.4 0.6
3 16-31 7.5yr4/4 none sl lmabk mfi cw 1vf,f 0.4 0.7
4 31-51 7.5yr4/4 f2f7.5yr5/8 sl lmsbk mfi - - 0.2 0.3
4 Boring# ❑Boring
®Pit Ground surface elev. na ft Depth to limiting factor na in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •E1f#1 'Eff#2
1 0-12 10yr3/3 sil sil na mvfr gi na na na
2 12-28 10yr4/4 2fd 7.5yr5/8 gr sl na mvfr 9w na na na
3 28-44 10yr4/4 m2d7.5yr4/6 Ifs&fsl na mvfr aw na na na
4 44-65 7.5yr4/4 m1p7.5yr5/8 sd na mfi - na na na
5 Boring# ❑Boring
®Pit Ground surface elev. na ft- Depth to limiting factor na in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •ER#1 'Eft#2
1 0-9 10yr3/3 na sil na mvfr cw na na na
2 9-22 10yr4/4 na sicl na mfr gw na na na
3 22-39 7.5yr4/4 na sd na mfi 9w na na na
4 39-58 10yr5/4 na sc na mfi - na na na
•Effluent#1 =BOD, >30 s 220 mg/L and TSS>30 5 150 mg/L •Effluent#2= BOD. > 30 s 220 mg/L and TSS>30 s 150 mgiL
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