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Wisconsm Department of commerce SOIL EVALUATION REPORT page J- of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
Jr
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County
include. but not limited to: vertical and horizontal reference point (BM) direction and Parcel I.D.
percent slope, scale or dimensions. north arra , an t road.
Please print all formation. Reviewed by Data
Personal infomnation you provide may be used for {des (Privacy Low. s. 15. (1) (m)). Z2- Q
Property Owner , _ P i_oocaa 3tA) 30
Govt Lot N 1/4 1/4 S,3 I T 3 d N R E( W
Biodc# Stud orCSN~F
Property mading Address A ZONING OFFICE Lot
~C
City Plot e . Zip Code Phone Number Q City ❑ Villa T Nearest Road
d1J Uh I S1,01 7, ( ) i
K New Construction Use: 0 Residential / Number of bedrooms Code derived design flow rate ~.YD GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Qa-tz"c1 Flood Plain elevation if applicable N) i3 ft.
General comments 60) / f _V,
s
Boring Q 00
a # Pit Ground surface elev. ft. Depth to li ilting factor in.
Sol Application Role
Horizon Depth DominardColor Redox Description TextLn Structure Consistence Boundary Roots GPD/W
In. Munsell Qu. Sz. Cant. Color Gr. SZ Sh. 'Etf#1 'Efr#2
31Z L S .(v
-H /011
a~ `16-2
Boring # Boring
® Pit Ground surface elev. 4L6 R Depth to linitirng facto in. Sol Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff°
in. Munsel Qu. S2. CatL Color Gr. Sz. Sh. 'Etf#1 'Eff#2
loyr 3/1,
Z -D-
9
Effluent #1 = BOD > 30 < 220 mglL and TSS >30 ' Effluent #2 = BOD 130 mg& and TSS 130 rnglL
CST HMM se j r CST Number
S (Plea f Address Date Evaluation Conducted Telephone Nimlber
/11)0;~ 1tq1 S'10) oZ s rJz. / ,rte d`y~,i
Property Owner Parcel ID # Page of
Boring # ❑ BOA
3 Pit Ground surface elev. laft. Depth to limiting factor in.
soy Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
In. Mu nsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 'Eff#2
zi''► oS ~a
f>'l !O " 3/ L 5 L L ►MC ✓h Fr, t -(S
L f ~L •2
F-1 Borfg# ❑ BWM
❑ Pit Ground surface elev. it Depth to Ewalt V factor in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlIfr
IM Munsell Qu. Sz Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2
9 # Boring
F-1 ❑ Pit Gnrrud surface elev. tt Depth to firnift factor in.
Sol Application Rafe
Horizon Depth Dominant Color Redox Description. Texture Struchre Consistence Boundary Roots PDW
In. Mu nsell Qu. Sz. Cori. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Elf vent #1= BODs > 30;S 220 mg/L and TSS >30 < 150 mg& ' Effluent #2 = BODE 130 nV& and TSS 30 mg1L
services or
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-2648777.
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Soil Test Plot Plan
Project Name David Railsback Sha
Address 845 133rd Ave
New Richmond Wi 54017 #226900
Lot 11 Subdivision Dat 12/12/02
SW/NW 1 /4SW/N W 1 /4S 30/31 T 30 N/R 18 W Township Richmond
Boring Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Ir ` Q~
System Elevation 96.2/95.0 *HRpSame as Benchmark
It. BM . Top of Steel Fence Post Qa 1040'
* Alt. 100' 230' Propert Line
B.M.
Please Note: Tested area may not be
10' suitable for desired building area.
30' Check system location before
B-1 excavating. Soil test was done to satisfy
Zoning Requirement.
0'
780' 1% 100'
Slope
B-3
B-2
99' Cty Rd A
363'
Property
Line