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Alsoonsin Department of Commerce 61L EVALUATION REPORT page 1 of 3
Division of Safety and Buildings 14
rd ce m5,"Nig m. Co
Attach complete o n 81 x 11 inch -aEaresmt t i
include, but not lim cal bt Ral refs ce gpin Parcx~ I.D. / 61 /'bb
percent slope, scal di stone, north arrow, and tion road. Z P~ny~i~ig"
Please print all information. e"1e1Ned Die
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property (Owner Property Location 1 1:1 E
AHRH Properties LLC Gam. Lot SW 114 SE 1/4 S 1 T 31 N R 19 EE (or) W
Property Owner's Mailing Address L# Subd. Name or CSM#
dows
404 Screen Avenue Woodland Mea
City State Zip Code Phone Number ty l lage ■ Town Nearest Road
New Richmond WI 54017 ( 7J5-222-0169 CTH
El New Construction Use[] Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
O Replacement ® Public or commercial - Describe:
Parent material Loess over glacial till Flood Plain elevation if applicable P44
General comments Site suitable for a mound system 2 1 S \
and recommendations: gym
d-1;/V
LlAlh-a 4UM1jf'j"j1- vt:~i ~ te
E Boring # ® Boring t h + V - "►'V , d
Q Pit Ground surface elev. 98.70 ft. Depth to limiting factor 60-88 in.
Sal ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Poff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 'Eff#2
1 0-11 10yr3/2 - sil 2msbk mfr as Im .6 .8
2 11-25 1 Oyr4/4 sil lmsbk mfr cw - .4 A
5
3 25-60 7.5yr414 - fsl Om dvh cw - •2
4 60-88 7.5yr4/4 f3d5yr5/8 vfsl Om dvh .2 .5
F2 Boring # ® Q Boring
Pit Ground surface elev. 96.34 24
ft. Depth to limiting factor in. Sal Application
Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2
1 0-10 10yr43/2 - sil 2msbk mfr as lm .6 .8
2 10- 1 4/4 sil lmsbk mr cw _ .4 .6
3 19-24 10yr4/4 f2d5yr5/8 sicl lmsbk mfr cw _ .2 .3
4 7.5yr4/4 - fsl Om dvh - - .2 .5
" Effluent #1 = BOD s 30:5 220 mg/L and TSS >30:< 150 mg/L ' Effluent #2 = BOD < 30 rt1glL and TSS 30 rng/L
CST Name (Please Print) Signature CST Number
Thomas C. Nelson 227387
Address Date Evaluation Condtxd Telephone Number l
1432 120th Street, New Richmond, WI 11/17/04 715-246-2454 1
AHRH Properties LLC Pendin
Property Owner ~ Parcel ID # 8 Page of
I
1-71 Boring 0-0 Boring 96.30 48-68
❑ 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. -Eff#1 *E11#2
1 9 IOyr3/2 - sil 2msbk mfr as im .6 .8
2 9-29 1 4<4 _ sil 2msbk mfr Of - 6 8
3 29-48 7.5yr4/4 _ fsI om dh cW - .2 .5
4 -6$ 7.5yr4/4 - vfsl 4m dvh - .2 .5
F4~ Boring # Boring 99.55 >86
+ Pit Groundsurfawatev. it. Depth to limiting f2d0f
Soft Rate
Horizon : Depth " Dominant Color Redox Description Texture Stricture Consistence Boundary Rooms G N
in. Munsefl Qu. Sz. Cant. Color Gr. Sz. SK -Eff#1 -Eff#2
1 0-9 10yr3/2 - sit imps n* as 2f A .6
2 118 sil 2msbk mfr cw If .6 .8
3 18-30 1 Oyr4/4 - siol mfr cw 1 f .2 .3
4 86 7.5 4/4 - fsl Om dvh - - .2 .5
a Boring # E Boring.
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Applicabort Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Or. Sz. Sh. -Eff#1 -Eff#2
Effluent #1 - BOD5 > 30:S 220 mg/L and TSS >30 1150 mg/L * Effluent #2 - SOD, 130 mg A. and TSS < 30 mg/L
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Woodland Meadows
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~N1 top of conduit 100.00'
BMZ Top of cofWuk 98.30' n Lot 1
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B3 88:9''
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