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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County ST. CROIX
Attach co pie • e AA not less than8 1/2 x 11 inches in size. Plan
include, but no it rticaI d horizontal reference point (BM), direction arlA.` Parcgl I.D. a ing)
, r j t
percents or di ns, north arrow, and location and distancelp nearest
'450, ~*2viiad
Please print all information. ~C evi by f' Date
Personal information you provide may be used for secondary purposes (Privacy Li*, s. 15.00
Property Owner ffi*rty L60WIN n ■
JOHN D. & CANDACE R. BETTENDORF Govfc SW 114 NE 1/4 S 7 T 28 N R I8 E (or))WW
Property Owner's Mailing Address Lot # ock # Subd. Name or CSM#
970 Coulee Trail CSM Pending
City State Zip Code Phone Number 10 ity D Village ■ Town es oad
Roberts, WI 54017 ( 715) 425 - 62 0 0 Coulee Trail
- - j
New Construction LlseE] Residential I Number of bedrooms NK Code derived design flow rate NK GPD
Replacement Public or commercial - Describe:
Parent material loess over till Flood Plain elevation if applicable NA ff
General comments Mound System 1.0 ft. sand fill 0.4 loading rate
and recommendations:
Boring # 0 Boring
a Pit Ground surface elev. 94.47 ft. Depth to limiting factor 26 in. Soil lication 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 *Eff#2
1 0-11 10YR3/3 sil 3fa&sbk ds as lvf-m 0.6 0.8
2 11-16 10YR4/4 - sil 3fabk mfr cs lvf-f 0.6 0.8
sl 3fa&sbk mvfr as lvf-f 0.6 1.0
3 16-26 7.5YR3/4
4 26-31 7.5YR4/6 c2d 7.5YR5/6 SO Om mfi 0.0 0.0
2 ] Boring # Boring 98.32 25
• Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication 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 *Eff#2
1 0-12 10YR3/3 sil 3fsbk&gr ds as lvf-m 0.6 0.8
2 12-17 10YR4/4 sicl 2fabk mvfr cw lvf-f 0.4 0.6
3 17-25 7.5YR3/4 sl If--mabk mvfr aw 1vf--f 0.4 0.7
4 25-30 7,5YR3/4 m2d 7.5YR5/6 scl Om mfr 0.0 0.9
Horizon 3 has some gr.
* Effluent #1= BOD > 30:E 220 mg/L. and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Si CST Number
Mary Jo Hu ert Hollister's Soil Testin & Design) 224832
Address Date Evalu o Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 07 - 27 - 13 (715) 426 - 1775
BETTENDORF, John & Candace Parcel ID # Lor (Pending) Page 2 of 3
Properly Owner
3 Boring # Boring 96.35
Pit Ground surface elev. ft. Depth to limiting factor 24 in. Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence :Bo ndary Roots *E GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-13 10YR3/3 sil 2f-msbk ds as lvf-m 0.6 0.8
2 13-24 10YR4l4 sicl 2fabk mfr as lvf-f 0.4 0.6
24-30 7.5YR3/4 m2d 7.5YR5/6 scl Om mfi 0.0 0.0
3
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 *Etf#GPD/f>?Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
E Boring # Boring Ground surface elev. ft. Depth to limiting factor in.
Pit Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#GPDff Ef§Q
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BOD, > 30:5 220 mg/- and TSS >30:5 150 mg/L ` Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/-
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Site Location:
.s• 7
Certified Survey Map 0 ~t G E
John D. and
Candace
R. Bettendorf
Part of the Southeast 14 of the Northeast % and the Southwest ° , Lot 2 G.S.M.
+ + S 00 48'13 W 2596.76
of the Northeast of Section 7, Township 28 IVortli~ Range Vot.1:~2I
18 West, Town of Kinnickinnic, St. Croix County; Wisconsin. y e
2332.16' 1 264.60'
C. T.H. "SS." fii N 200 31860 13T
~:7- E 114 Cor. Sea. 7,
T28N,R18W
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.9qale lit Feet S173
a~ L.LSWORTH ? °i N
i VIN 4 231.71 33 0'
R06 100 ~i gJ C N0 4629"E 264.7
R(North 264.81)
All bearings. referenced to the rtL~~ I I I I
East/West line of Sec. 7, I I j
T 28 N, R 16 W, assumed I C2 t~ N
N 88°11'55"W
Dated. August 5, 2013 I N M 9
3
Legend S 01 °4267"626431 '
231.8' 33. I ti
O Indicates 1 '/a" O. D. x 18" iron pipe set. R(South) 0
(min. weight 1.131bs.17in. ff.)
• Indicates 1 O. D. iron pipe found. , Y'. a ~R o 16
R (10.00) Indicates previously recorded data. Q~i, tl b cl i
U to
6,1 indicates Berntsen Alum. Mon. Fd. JC .~l oa .w, o L I
V Indicates designated driveway position / ~ c I
UnL~/atted Lands a °p I33 33~
N
S 00°28'22"W 922.46' 345.24'
3 00'
N 01 °46'07"E 378.24'
y R(North 378.31)
b a~ I I
rol rn-gp ;
0 OOH cy N F
Q.I ~ N N " ~ y,r gj
~eWeY 345.17' 33. o' vi I
o, e~llne D~ S 61-48'61W 378.172., t I ti
j Cent v R(South 378.31) w I
• O` 04
0 0) ( .°a
m W
P Owner's Address:
N 970 Coulee Trail a I 18
I
w River Falls, WI 54022 N
1269,01'.
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N 00°28'22"E 1302.02'
q.l
Unplatted Lands
W 114 Cor. See. 7, cl
Sheet I of 2 Sheets' T28 N, R 18 W