HomeMy WebLinkAbout026-1296-15-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with mm . Adm. Code aunty 571-1
Attach complete site plan on paper not less than 81/2 x 11 ches in
include, but not limited to: vertical and horizontal reference int (BM), dire ii5
percent slope, scale or dimensions, north arrow, and local'' n andtli nce to nearest road. Iv Date
~~vVI!
Please print all informs on. %00 Revie by
~ l
Personal infonnabon you provide may be used for secondary p es*Fkv"UUl aw, s. 15.04 (1) (m)). L6 <
Property Owner ING kocati n
//'~1 t -e, C C F-1 A4 A~j 4 T ~ N R/d E (o W
Prope is Mailing Add of Block # Subd. Name or CSM#
>DU 15
C State Zip Code ❑ C ❑Ilage 70 Nearest oad
New Construction Use: esidential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement ❑ Public or mmerdal - D scribe: /
Flood Plain elevation if applicable ft.
Parent material
General comments ~ l v v t
and recommendations: y rw
M Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor - in. aff# ZZ
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ,sue
Boring # Boring -~~~3 `
e elev. Depth to limiting factor soil ication Rate
it Ground surfac
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EfffY1
-7. L
Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 mgA- ' Effluent #2 = BOD 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sig CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5401 solo - o y 715-246-4516
arcel ID # Page of
Property Owner _
3 Boring # Boring l~
❑ A pit Ground surface elev. ift. Depth to limiting factor Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfI?
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2
V2q S( 2 r.: rn F~_ c s 2. -s t iv /10
LO-70 7,5
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor r" Soil icafon Rate
Roots GPD/M
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary `Eff#1 'EfT#2
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh.
❑ Boring F-1 Boring # Ground surface elev. ft. Depth 40 limiting factor in.
❑ Pit Soil ication Rate
Horizon Depth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots GPD/ft 'E1f#1 'Eff#2
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mglL ' Effluent #2 = BOD, 130 mg& and TSS 30 mglt.
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.
SO"330 (8.6/00)
Soil Test Plot Plan
Project Name Country View Ridge LLC Sha ird
Address P.O. Box 176
New Richmond Wi 54017 TM #226900
Lot 13 Subdivision Country View Ridge Date 5/20/05
NE 1/4 SE 1/4S 7 T 30 N/R18 W Township Richmond
County ST. CROIX
Boring 0 Well PL Property Line
BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail
System Elevation 100.5' *HRPSame as Benchmark
245' property line 80' B.M.
Scale is 1" = 40' 30'
unless otherwise /45' B-3
noted B-1
5% Slope
0'
N 105'
99.5'B-2 10'
317'
Property
Line
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399.64' {J-~
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