HomeMy WebLinkAbout030-1053-80-000 (2)
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Wisconsin Depar a d ssional Services Page 1 of 3
Division of Industry Services
AUG 17 7017 SOIL EVALUATION REPORT
ST. CROIX COUNTY In accordance with SPS 385, Wis. Adm. Cott- County
Attach com let i St. Croix
p ~~Opew~Wt~n~1/2 x 11 inches in size. Plan must ins"
but not limited to: vertical and horizontal reference point (BM), direction and mom' ' QOO 'arcel I.D.
scale or dimensions, north arrow, and location and distance to nearesT,roae" 16 030-10 3-80-000 Ref #2482
Please print all information. ``:41Vr~O Revi d by P_711~
Personal information you provide may be used for seconds ui tyJ _ew, s. 15.04 1 m Property Owner Property Location ❑
Colleen Gray Govt. Lot 1 Y. Y4 S 23 T N R 19 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1416 Ridge Run na na na
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
New Richmond wi 54016 ( ) St. Joseph 14A=-A,
® New Construction Use: ® Residential/ Numberof bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Glacial Outwash Flood Plan elevation if applicable na ft. ~p -A.-
General comments and recommendations: Site suitable for In-ground POWTS with 0.4 gpd/sq. ft. loading rate. Recommended infiltrative surface elev. to be
97.00' & 98.00' (approx. 30" - 36" below grade).
1 Boring # ❑ Boring
L~ ® Pit Ground surface elev. 100.71 ft. Depth to limiting factor >96" 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 0-4 10yr3/3 none Ifs Osg ml cw mvf,1f 0.5 1.0
2 4-35 10yr3/6 none Ifs Osg ml gw 1 vf,f 0.5 1.0
3 35-67 10yr3/4 none fs /Ivfs Osg ml aw - 0.4 0.6
4 67-77 7.5yr4/4 none sl 1 msbk mfr cw 0.4 0.7
5 77-87 10yr4/6 none Is/sl mix Osg/1msbk ml/mvfr gi 0.4 0.7
6 87-96 10yr4/6 none s Osg ml 0.7 1.6
Boring # ❑ Boring
® Pit Ground surface elev. 99.61 ft. Depth to limiting factor >94" 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 0-4 10yr3/3 none Ifs Osg ml cs 2vf,f 0.5 1.0
2 4-28 10yr4/4 none Ifs Osg ml gw 1vf,f 0.5 1.0
3 28-68 10yr4/6 none Ifs Osg ml aw - 0.5 1.0
4 68-81 7.5yr4/4 none Is/sl mix 1msbk mfr gi 0.4 0.7
5 81-94 10yr4/6 none s Osg ml 0.7 0.7
Effluent #1 = BOD, > 30:5 220 m /L and TSS > 30< 150 m /L luent #2 = BOD, > 30 220 m /L and TSS > 30 < 150 m /L
CST Name (Please Print) Signature CST Number
James K. Thompson - 30021
Address 05te Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 Jul 11, 2017 (715) 248-7767
SBD-8330 (R04/15)
3 Boring # ❑ Boring
® Pit Ground surface elev. 97.40 ft. Depth to limiting factor >92 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 0-8 10yr3/3 none Ifs Osg ml cw 1vf,f 0.5 1.0
2 8-27 10ry3/6 none Ifs Osg ml gw 1vf,f 0.5 1.0
3 27-72 10yr4/64 none Ifs/lvfs Osg ml aw - 0.4 0.6
4 72-79 7.5yr4/4 none sl 1 msbk mfr gw 0.4 0.7
5 79-92 10yr4/6 none s Osg ml 0.7 1.6
❑ 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
j
El 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, > 30 220 mg/L and TSS > 30 150 mg/L * Effluent #2 = BOD, > 30 220 mg/L and TSS > 30 5 150 mg/L
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