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WrsconsinDepartment ofCommerce $OtGEVALUATION REPORT Page 1 of 3
Division of Safety and Buildlg O
En accordance with Comm 85, Wis. Adm. Code
County St.Croix
Attach an r not than 81/2 x 11 ' 0 size. Plan must
include, I : vertlcaI and h rrizantali t .rerit ( M), di 'on and Parcel I.D. Pendin
percent sl scale or dimensions, no arrow, and location and distance nearest road.
please ri all ~G! , ~ o0~ i " eviewed Date
Personal information you provide may be u ses -(Prillal~ Law, s. 16.04 (1) (m)). i
Property Owner Property Location ■
AHRH Properties LLC Govt. Lot SW 1/4 SE 1/4 S 1 T 31 N R 19 E❑(or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
404 Screen Avenue 2 - Woodland Meadows
City State Zip Code Phone Number 4 ❑Village ■ Town Nearest Road
New Richmond Wl 54017 ( 715-222-0169 CTH 2 203
New Construction Use❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Loess over glacial till Flood Plain elevation if applicable N-A ft.
General comments This site is suitable for a shallow conventional below grade system, recommending that a pressurized system with
and recommendations: equal distribution be used so as to distribute the effluent over the entire available area due to the massive(Om) fsl.
This is not a code requirem er a suggestion.
Boring # Boring
o U
D Pit Ground surface elev. 101.06 it. Depth to limiting factor 65-86 in.
Sail Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/If
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 'EfIQ
1 0-10 10yr3/2 sil 2msbk mfr as lm .6 .8
2 10-36 1 0Vr4/4 - sil lmsbk mfr cw - .4 .6
3 36-65 7.5yr4/4 dh cw - 2 .5
4 65-86 7.5yr4/4 f3f5yr5/8 vfsl Om dvh .2 .5
r
kAAJ(
F 2 Boring # ❑ Boring 98.66 >86
Q 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/iP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'Eff#2
1 0-10 10yr3/2 sil 2msbk mfr as lm .6 .8
2 10-30 1 Oyr4/4 - sil 2msbk mfr cw _ .6 .8
3 30-64 7.5yr4/4 - dvh cw .5
4 -86 7.5yr4/4 - vfsl Om h - - 2 .5
` Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg/L ' Effluent #2 = BOP ,:5 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, Wl 11/17/04 715-246-2454
Property Owner AHRH Properties LLC Parcel ID # Pending Page 2 of 3
r no 3 Boring # Boring
pit Ground surface elev. 100.26 R. Depth to limiting factor y90 in. Soil ApWication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/iF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
1 0-10 I0yr3/2 - sil 2msbk mfr as lm .6 .8
2 10-19 1 4/4 - sil Imsbk mfr cw - .4 .6
3 19-56 7.5yr4/4 - sl lmsbk mfr cw - .4 .6
4 56-90 7.5yr4/4 - s Osg ml - - .7 1.6
❑ Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Ram
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cant. Color Gr. Sz. Sh. 'Eff#1 '0102
D 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/1F
in. Munsell Qu. Sz. Cont. Color Or. Sz. Sh. -Eff#1 '01#2
Effluent #1 - BODS > 30 1220 mg/L and TSS >30:<_ 150 mg/L ` Effluent #2 - BOD, 130 mg/- and TSS a_ 30 mglL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SM4330TOM M07/00)
Scale ,":20• Woodland Meadows
M1 Top of Conduit 100.00' Lot
M Top of conduit 87.71'
i31 101.08'
MUM
~ BS 100.26'
vo 4.01
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Thomas Nelson
oz 227397