HomeMy WebLinkAbout030-1000-10-000 i ~U) b _ Ll
Wisconsin q partment of Safety and Professional Services € .a t Page 1 of 3
Division of Irj,04,Sw\tLe5 - -
SOIL EVALUATION REPORT
In accordance with SPS 385, Wis. Adm. Code County
Attach complete i e St. Croix
0RCdXpGPPUMWss than 8 1/2 x 11 inches in size. Plan must include,
but not limite ~,d~{{ 1~ ~~((3~tyerEVElcOW Ince point (BM), direction and percent slope, Parcel I.D.
scale or dirrf~5'S'hs, north arrow, and location and distance to nearest road. Ref#2453
Please print all information. Revie d by Date y~
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)).
Property Owner Property Location ❑
Game Unlimited Hunting Club, INC Govt. Lot SW % NW '/4 S 21 T 29 N 19 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. NJ e or CSM#
871 Co. Rd. E na na na
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Hudson WI 54016 (651) 307-6683 St. Joseph Willow River Dr.
❑ New Construction Use: ❑ Residential/ Number of bedrooms Code derived design flow rate unknown GPD
151 Replacement ❑ Public or commercial -Describe: ZZ, v _ _ e_
Parent material Glacial Outwash Flood Plan elevation if applicable na ft. /~1, ~i(,~rC~ `
General comments and recommendations: Site suitable for In-ground POWTS with 0.5 gpd/sq/ft. design loading rate. Recorrh~2tT d infilfra~tive surface to e
48" - 60" below existing grade. 6Secific elevations to be dete mined at time of system design. A~J ~
Y-
1,404 Z
1❑ Boring# ❑Boring
® Pit Ground surface elev. 98.89 ft. Depth to limiting factor >129" 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 0-24 10yr5/4 na s fill na na na 1 vf,f 0.0 0.0
2 24-80 10yr3/3 na sl fill & na na na 1 vf,f 0.0 0.0
debris
3 80-129 10yr4/6 none s Osg dl - 0.7 1.6
Boring # ❑ Boring
® Pit Ground surface elev. 91.98 ft. Depth to limiting factor >108" 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 0-5 10yr4/3 none sl & gr 2mpl mfi as 1vf,f 0.0 0.2
2 5-84 10yr4/6 none s osg ml gw 0.7 1.6
3 84-108 10yr6/4 none s Osg ml - 0.7 1.6
* Effluent #1 = BOD, > 30!s 220 m L and TSS >!30 150 m /L * Effl nt #2 = BOD, > 30:5 220 m /L and TSS > 30:5 150 m /L
CST Name (Please Print) Signa re CST Number
James K. Thompson 30021
Address Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 October 11, 2016 (715) 248-7767
SBD-8330 (R04/15)
3 Boring # ❑ Boring
I_J ® Pit Ground surface elev. 85.19 ft. Depth to limiting factor >11 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. *Eff#1 *Eff#2
1 0-4 10yr3/4 none sl 2fgr mvfr aw 1 vf,fm 0.6 0.8
2 4-21 7.5yr4/6 none grls Osg ml cw 1vf,f 0.7 1.6
3 21-73 10yr5/6 none s Osg ml gw - 0.7 1.6
4 73-111 10yr5/4 none strat. s Osg ml 0.7 1.6
4❑ Boring # ❑ Boring
® Pit Ground surface elev. 85.41 ft. Depth to limiting factor >105" 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 0-24 10yr4/4 na sl/Is/s na na aw 2vf,fm 0.0 0.0
fill
2 24-35 10yr3/6 none lightsl 2fsbk mvfr cw 1vf,fm 0.6 0.8
3 35-45 10yr4/4 none s Osg ml gs - 0.7 1.6
4 45-105 10yr6/4 none s Osg ml 0.7 1.6
5❑ Boring # ❑ Boring
® Pit Ground surface elev. 97.26 ft. Depth to limiting factor >108" in.
"•I 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 0-60 10yr4/4 na s/Is/sl na na aw 2vf,fm 0.0 0.0
fill
2 60-81 1 yr4/6 none s Osg ml as 0.7 1.6
3 81-86 10yr4/4 none Ifs Osg mfr as 0.5 1.0
4 86-114 10yr6/4 none s Osg ml 0.7 1.6
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!5 150 mg/L
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