HomeMy WebLinkAbout008-1002-10-000
1891
Wisconsin Department of omm S ' -~71'i~ PORT page 1 of 2
Division of Safety and Bui 1 n a da with Comm 85, Wis. Adm. C e A.C.E. Soil & Site Evaluations
County
Attach complete site plan on pope less th : X1 inches ~ . F4tnAu6h St. Croix
include, but not limited to: vertical and ' ontal refere point (BM), direction and parcel
percent slope, scale or dimensions, north a and I tion dd di tone to nearest road. 0 -10 2-10-000
T. ROIX COUNTY 11A
Please print all infonna 'on. Rev' By Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / (p lJ
Property Owner Property Location or /
r ri ~rQ~y L~ Govt. Lot SW 1/4 S 1/4 S 1 T 28 NR 16 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
442 County Hwy B 33. S4~
City State Zip Code Phone Number I City _j Village V Town Nearest Road
Woodville WI 54028 715-684-2121 Eau Galle County Hwy. B
Y'' New Construction Dce: Residential / Number of bedrooms 0 Code derived design flow rate 0 GPD
J Replacement R' Public or commercial - Describe: To be detemuned
Parent material Glacial outwash Flood plain elevation, if applicable na
General comments
and recommendations: Site suitable for mound system.
a Boring # Boring /
Pit Ground Surface elev. q94010 ft- Depth to limiting factor 62" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 1Oyr3/2 none sil 2fsbk mvfr cs 2fmc 0.6 0.8
2 11-31 1Oyr5/4 none sil 2fsbk mfr cw 2f,1me 0.6 0.8
3 31-46 1 Oyr4/6 none s & gr Osg dl cw 2f,1 m 0.7 1.6
4 46-62 1Oyr5/6 none strat. s Osg dl cw if 0.5 0.9
5 62-123 1 Oyr5/6 f2d 7.5yr5/8 strat. s Osg ml - - 0.5 0.9
Horizons #4 & 5 contain 1" - 2" bands of 1 Oyr4/6 Is. Loading rate reduced to reflect reduced permiability associated with banding. RedOx. concentrations
identified in H#5 found within discontinuous, irregular inclusions of 1 Oyr6/4 Om sil.
a Boring # Boring
Pit Ground Surface elev. ~ it. Depth to limiting factor 38~~ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 1Oyr3/2 none sit 2fsbk mvfr cs 2fmc 0.6 0.8
2 10-31 1Oyr4/4 none sil 2fsbk mfr cw 2fm,1c 0.6 0.8
3 31-38 1Oyr4/6 none grIs Osg dl cw 2f,1m 0.7 1.6
4 38-97 1Oyr5/6 Bdp .50yrr56/8& strat. s Osg dl cw if 0.4 0.8 1yr
Horizons #4 consists of many stratifl ayers of s, Is, Ifs, fsl sil. Loading ra e t reduced to reflect reduced permiability associated with stratification.
* Effluent #1 = BOD > 30 < 220 mg/L nd TSS >30 < 150 m uent #2 = BOD < 30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: CST Number
3602
James K. Thompson
Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceol 54020 6/16/2005 715-248-7767
1891
PROPERTY OWNER: Walter & Greg Jacobson SOIL AND SITE EVALUATION Page X of 3
PARCEL LQ.# 008-1002-10-000 NCR Soil & Site Evaluations
REPORT MEMO
Evaluation completed as verification and updated addendum to evaluation completed 7/18/91 by CST Steve Aaby.
Evaluation completed under frost conditions. Final determination of mound layout, system contour and soil structure,
consistance and permiability will be completed after frost thaws.
5oi1 cor1SFS-fa Ce-.0 .51/Lkc.-.re e✓a1v&'&- d zr/os-a.td 4, e as en -&4
docu.vrw-,r~,
i
oS'
~I
b T.710^7/.so,., #OS-
b y s.,Q46Y 7118/91
&mc.J,wlar :To of 3/Y /t6a~
~t a e~: = rG~ cD, d t S G.
t / e v ` _ ~os!9o' Sec, T • ► , o'°Ea cC-4ae,
3&1
Ce. ~y
8
3 75'
i
i
3 0~3