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SOIL EVALUATION REPORT Paw of3
Wisconsin Department of Commerce
Division of Safety and Buildings
in accordance with Comm 85. Wis. Adm. Code qty / C
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Date
Please dint R 'awed by
Peal irdorrnation you Provide may used W seeondwy t-- ( Law, s. 15.04 (1) (m)).
Property Owner ~0t~d ,x ~ ~'d ~ 0 ~~03 GProperty id ovt. Lot ~ ~ 1/43 114 S.3 1 30
T b N R 4A E ( W
Property Owners MaH'ng Address ST (";11 ~ i 1. CU U N 1Y t t Blodc # :ge Narrlq or CSNtli
FFICE City Poe Z.ip Code Phone NurtEer ❑ City ❑ UT Neatest Road
New C ratruction Use: Residential / Number of bedrooms Cade derived design flow rate .JrD GPD
0 Replacement ❑ Public or commercial - Describe: - R
Parent Flood Plain lion if applicable ov1
y
Gerterai corrlnents 101,
and recommendations: s y S,e,-, e- te,
o Boring # . Boring
Ground surface elev. R Depth to limiting factor In.
-Rode
Pit Sol Application
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. MUM 'Ef0t2 A,r', id a . 2
1771 Alt
. 98 f
74
Boring
in. Sol Rate
® # Pit Ground surface ele/ R Depth to limiting factor
Horizan Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fE
In. Munson Qu Sz, Coot Color Gr. Sz. Sh. •Eff#1 •Etf#2
5L 2 Mfr- ~s ~F
'2- 2~] r s~ f C 1_ vJ I l' 12 . Z
3 f1~' Io r q/le S 05, C. cl~a vi OL7 Z
9~ gvi
• Effluent #2 = BOD < 30 mg& and TSS 30 rnglL
Eflkrent #1= WD > 30 220 rngll. and TSS >30 "')fl
CST Mxnbw
Address i Date Evaluation Canducted Telephone rhrrnber /
Property Owner Parcel ID # Page of
3 Boring F
Boring #
Pit Ground surface elev. ft Depth to limiting factor :j~in.
Sod Application Rate
U- I
Horizon Depth Dominant Color Redox Descriptionf Texdre Stricture Consistence Boundary Roots GPD/ff°
In. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. •Eff#1 •Eif#2
2 )2- u s/ - L k rr~ "g Z • 3 Z
3 , 1v r y to - m rt G , Z
_ /0 i
V,
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. 1L Depth to limiting factor In. Rate Sol Application Horizon Depth Dominant Color Redox Description Text" Structure
Consistence Boundary Roots GPDfff°
in. Murrell Qu Sz. Corti. Cola Gr. Sz. Sh. •Efi#1 'Eff#2
Borkq
❑ Pit Ground surface elev. ft. Depth to limiting fads In. Sol Application Rate
F-1#
❑
Horizon Depth Dominant Color Redox Description. Texime Structure Consistence Boundary Roots GPDff
In. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. •EfF#1 *Eff#2
• Ef Wtt #1 = BOD, > 30 c 220 mg& and TSS >30 5150 mg& ' Ef ient #2 = BOD, 130 mg& and TSS 30 ntglL
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)o -3
Soil Test Plot Plan
Project Name David Railsback Shaun
Address 845 133rd Ave
New Richmond Wi 54017 CS~M #226900
Lot 20 Subdivision Date 12/12/02
SW/NW 1/4SW/NW1/4S 30/31 T 30 N/R 18 W
Township Richmond
n Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 101.4/98.9' *HRPSame as Benchmark
Alt. BM Top of Steel Fence Post @a 104.0'
445'
Property
Line
Please Note: Tested area may not be
suitable for desired building area.
Check system location before 40'
427, excavating. Soil test was done to satisfy
Property Zoning Requirement. -2
Line 120'
0'
B-3
9%
S1
0 ilA
M11 .M.E[
B-1
104'1039 102'
220'
Property
Line