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Wisconsin Department of Commerce _ SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buildings
iAaan' Adm. `'Code
County St.Croix
Attach complet
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Parcel I.D. Pendin
percent slope, scale or dimensi h d lociaand distance to neares road. 32 a Date
Personal information yo ovid a used ary purp , x;.15.04 (1) (m)). Gv4 "
Property Owner Property Location
AHRH Properties LLC aovL Lot SW 1/4 SE 1/4 S 1 T 31 N R 19 E❑(oo WW
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
404 SGreen Avenue 4 - Woodland Meadows
City State Zip Code Phone Number 00fty Village ■ own Nearest Road
New Richmond WI 54017 ( 7} 5-222-0169 CTH
New Construction Use[] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
Replacement Public or commercial - Describe:
Parent material Flood Plain elevation if applicable %
General comments This site is suitable for a conventional below grade system, recommending that a pressurized system with equ
and reoommendatio distribution be used so as to distribute the effluent over the entire available area due to the massiye(Om) fsl. This is
frn not a code requirement, but rather a suggestion. (060 -r 0, Z = o
f - Development construction has compacted the surface area of BY 9~G
Ell Boring # ❑ Boring
0 Pit Ground surface elev. 99.85 ft. Depth to lm ng
Soil Application Rabe
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/2 - sil 2msbk mfr as 2f .6 .8
2 9-17 1 4/4 sil lmpl mfr cw if .4 .6
3 17-3 10yr4/4 - sicl 2msbk mfr cw l f .6
4 34-86 7.5yr4/4 fsl Om dvh .2 .5
F-7 E
Boring # ~ Boring
2 95.85 >86
❑ 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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eft#1 *Efr#2
1 0-11 10yr3/2 sil 2msbk mfr as 2f .6 .8
2 11-17 1 Oyr4/4 sil lm 1 mfr cw if .4 .6
3 17-25 1 Oyr4/4 - sicl 2msbk mfr cw I f .4 .6
4 25-30 1Oyr4/4 - sicl lmsbk} ow - 2 .3
5 30-86 7.5yr4/4 - fsl 0m dvh - - 2 .5
* Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 =-B < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
Thomas C. Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI 11/17/04 715-246-2454
Property Owner _ AHRH Properties LLC Parcel ID # Pending Page 2 of 3
3 Boring # Boring
Q Pit Ground surface elev. 98.25 ft. Depth to limiting factor >81 in. Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *€ff#1 *€if#2
1 0-7 10yr3/2 A4'ea ybc sit mfr as 2f .0 .2
2 7-32 1 4/4 - d*Y'*- sit msbk mfr cw if 8
3 32-40 7.5yr4/4 LAM, sl Om dvh ow - Z .6
4 40-81 7.5yr4/4 - fsl Om dvh - - .2 5
I
Boring# Boring
F-1 ppit Ground surface elev. ft. Depth to limiting factor in.
Soil ApplicaMon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. 3z. Conk Color Gr. Sz. Sh. *Ef1#1 *Eff#2
❑ Boring # Boring
Pit Ground surface elev: ft: Depth to liming factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2
Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 1150 mgA. * Effluent #2 = GODS 130 mg/L and TSS < 30 mg/L
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SM-8330Yat (8.07/00)
Scale I 3W Woodland Meadows
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8199.85'
82 95.85'
BS 98.25'
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