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Wisconsin Dep fissional Services Page 1 of 3
Division of Indu = W
AUG 17 2017 SOIL EVALUATION REPORT
In accordance with SPS 385, Wis. Adm.;~4,Codp County
O St. Croix
Attach complete sitroTtaGROPP QQ61Mthan 8 1/2 x 11 inches in size. R On must;-
but Q
not limited ~p(y~tld l n9 DEVWIRMIE:lIff ~ point (BM), directicrt,anc~na r~ ~jQ Parcel I.D.
scale or dimensions, north arrow, and location and distance to neared,` -QOv~~ 010-1074-30-100 Ref #2485
Please print all informat' `~J~ j Re wed by Dat
Personal information you provide may be used for secondary ` I ri~ Law, s. 15.04 1 m . Z'
Property Owner Property Location
Ruben & Lois Larson Govt. Lot SE '/4 SE % S 30 T 30 N it 6 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. N e or CSM#
2186 130`' Ave. 1 Na CSM Vol. 13, P g. 3660
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Baldwin WI 54002 ( ) Emerald ,2G64~-6t. Z/ O Y
❑ New Construction Use: ® Residential/ Numberof bedrooms 4 Code derived design flow rate 600 GPD
® Replacement ❑ Public or commercial -Describe: Z07,,,~
Parent material Glacial Till Flood Plan elevation if applicable na ft.
General comments and recommendations: Site suitable for mound POWTS. Recommend infiltrative surface elev. to be 102.00' at 18" above 100.50' contour.
1 Boring # ❑ Boring
❑ ® Pit Ground surface elev. 100.58 ft. Depth to limiting factor 18" in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh.
"Eff#1 'Eff#2
1 0-9 10yr3/3 none sil 2fgr mvfr cs 2vf,fm 0.6 0.8
2 9-18 10yr5/4 none sil 1msbk mvfr cw 1vf,fm 0.4 0.6
3 18-30 7.5yr4/4 f2f7.5yr5/8 sl 1msbk mfr gw 1vf,fm 0.4 0.7
4 30-48 5yr4/6 f3d 7.5yr 5/8 scl 1 csbk mfi 0.2 0.3
2❑ Boring # ❑ Boring
® Pit Ground surface elev. 99.57 ft. Depth to limiting factor 31" 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.
`Eff#1 "Eff#2
1 0-10 10yr3/3 none sil 2fgr ds cs 2vf,fm 0.6 0.8
2 10-19 10yr5/4 none sil 1msbk dsh cw 1vf,fm 0.4' 0.6
3 19-31 7.5yr4/4 none sl 1msbk mfr gw 1vf,fm 0.4 0.7
4 31-44 7.5yr4/4 f2f 7.5yr5/8 scl 1 csbk mfi 1 of 0.2 0.3
Effluent #1 = BOD, > 30 220 m /L aqf nd TSS > 30 15c m /L * Eff lu t #2 = BOD, > 30 < 220 m /L and TSS > 30 s 150 m /L
CST Name (Please Print) Signature CST Number
James K. Thompson 5 30021
Address ate Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 August 9, 2017 (715) 248-7767
SBD-8330 (R04/15)
F-1 Boring ✓
3❑
Boring #
® Pit Ground surface elev. 100.56 ft. Depth to limiting factor 30" 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 'Eff#2
1 0-9 10yr3/3 none sil 2fgr mvfr cs 1vf,fm 0.6 0.8
2 9-19 10yr5/4 none sil 1msbk ds cw 1vf,fm 0.4 0.6
3 19-30 7.5yr4/4 none sl 1 msbk mfr gw 1 vf,fm 0.4 0.7
4 30-46 7.5yr4/4 f2d 7.5yr4/6 scl 1 csbk mfi - 0.2 0.3
❑ 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. Az. Cont. Color Gr. Sz. Sh.
*Eff#1 `Eff#2
L-1 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. Az. Cont. Color Gr. Sz. Sh.
"Eff#1 'Eff#2
Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30:5 150 mg/L " Effluent #2 = BOD, > 30:5 220 mg/L and TSS > 30<_ 150 mg/L
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