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Wisconsi f Professional Se
Division of Industry Services
MAY 0 6 'L01 SOIL EVALUATION REPORT Page I of 3
ST. CROIX COUNTY in accordance with SPS 383, Ws. Adm. Code
TY~ F ~ ablF ~1T County ST. CROIX
Attu ie 5' PPi~itZ3irpaPer1'1bt less than B 112 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. A St. Please print all information. Rev' ed dy Date
Personal information you provide may be used for secondary proposes ;privacy Law, s. 15.04 0) im)). /
PropeRy Owner Property Location
PHILIP A. & GALE KOEHLER (13uyer:Dustin VanderVorst) Govt. Lot NL 1A Stir 114 S /T 28 N R 19 E (or)
Property Owner's Mailing Address Lot # Block # Sutxi. Name or SM#
121 Dry Run Road 3 CSit1
City State Zip Code Phone Number ity ❑ village Town Nearest Road
River Falls, WI 54023 ( 715 ) 821 -X684 Troy 10 Dry Run Road
O New Construction Use E] Residential i Number of bedroorris 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe.
Parent material sandy Flood Plain elevation if applicable WA ft.
General comments Conventional 1n-&70und Trenches 0.5 oading rte
and recommendations: ~ J~ ,'As+nUe aV iA-
L
n !r
a,ar b' 28 V4401 are Lena,, r Me~~
Boring # Boring
El Pit Ground surface elev. - 101.68 R Depth to limiting factor 64 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff
in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. "Eff#1 -Eff#2
I 0-24 1.5YR2.5%1 1 3fahk mvfr cs hf-co 11.6 0.8
2 24-32 7.5YR33 sil 3fabk mir cs Ivf-m 0.6 0.8
3 32-53 7.5Y123A - sil 3fabk mvfr cs Ivl-rn 0.6 0.8
4 53-64 10YR i6 s Os . dl ,vt. 0.7 1.6
5 64-75 1OYR7?1 c2p 10YR&N fs Om mfr - 0.5 1.0
Boring # ❑ Boring 105.08 70
❑ Q Pit Ground surface elev. ft. Depth to limiting factor n.
Sa:I 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 'Eff#2
1 0-18 7.5YR-15111 - 1 3fabk&gr mvfr cs 3vf-co 0.6 0.8
18-29 7.5Y RT,3 I 2fshk mvfr cs 2vf-m 0.6 0.8
3 29-54 7.5YR34 sil 2fahk mfr cs 0.6 0.8
1 vl=rn
4 54-64 1OYR416 Is Osg dl cs 0.7 1.6
5 64-70 IOYR7- fs Om mfr 0.5 1.0
" Effluent #1 = BOD, > 30 < 220 mg1L_ and TSS >30 < 150 mgiL ' Effluent #2 = BOD, < 30 mg1L and TSS < 30 mg/L
CST Name (Please Print) Sig qr CST Number
Ma Jn I hi rt (Hollister's Soil Testing & Dcsir n) , ' 224832
Address Date Eval n Conducted Telephone Number
W9n75 690th Avenue, River Falls, Vdl 54022 03 - 26 - 1 715-426-1775
5,13D-81;O i R07 i
KOEHLER. P.(Buver: VanderVorst) (Pending)
Propery Owner Parcel ID # Page of
F 3 Boring # Boring
Q Pit Ground surface elev. 101.08 ft Depth to limiting factor 7 - in.
Soil Application Rate
Horizon Depth Dominant Color Redox Descnpton Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. `Eff#1 -Eff#2
1 0-13 7.5YR2.5i2 1 2f=ma&sbk mvfr cs 3vf-co 0.6 0.8
2 13-20 7.SYR2.Si2 I 2f'sbk mvfr cs 2vf-m 0.6 0.8
3 20-36
7.5YR3/3 tiil 'fable mfr cs 2%f-f 0.6 0.8
36-54 7.5YR5!6 Is Osg ds CS tvf-f 0.7 1.6
5 54-70 10YR5r'6 s Osg dl as 0.7 1.6
6 70-75 10YR96 11 IF 7.5YR4l6 s Om ds - 0.5 1.0
4 Borin # IJ Boring 107 .93
g 1 `I Pit Ground surface elev ft. Depth to limiting factor 66 in
L~J Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2
1 0-12 7.5Y'R2.52 t 3fa&sbk mvfr cs 3vf-co 0.6 0.8
2 12-24 7.5YR313 1 2&bk mvfr cs 2vf-cu 0.6 0.8
3 24-38 7.5YR4/4 sit 2fahk rnfr cs 2vf-m 0.6 0.8
4 38-57 l OYR-5!6 s Osg dl cs l of-1' 0.7 1.6
5 57-66 10YR5/6 s Osg dl - 0.7 1.6
Horizon 5 has hroken hands of'sl.
❑ Boring # O Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence j Boundary Roots GPDIfF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EfF#2
I
--T T
Effluent #1 = BOD,, > 30 < 220 rng,'L and TSS >30 < 150 mgi.. " Effluent #2 = BOD, < 30 mg'L and TSS < 30 mglL
Plot Plan for Site and Soil Evaluation Page 3 of 3
Property Owner :Pf, ~ u P A. ~ 6---4- +_E 1A1 Ko ~►4 `7--R-
Euy-EX :.bVsriN w, 4 AL-' ss-f" C~ . VA0r2leP gaKS'r 1 ~a = 40 ft
Legal Description +y r , ~v -T, 7- p!iE;/q Dr- +T- (except where noted)
,LC, 35, T,gPI , iZ1`jx/ -rnvJ6 OF cZo"Y rOV rrty = Backhoe pit
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