HomeMy WebLinkAbout020-1040-20-000 (2)
2079
SOIL EVALUATION REPORT Page 1 of 4
Wisconsin DepaRment of Commerce A.C.E. Soi113~ Site Evaluations
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County
Attach cornplete site plan on paper not lees than 8% x 11 inches In size. Plan must St. Croix
induce, but not lWded to: vertical and horizontal reference point (BM), direction and Parcel I.D. x1040-20-000
percent slope, scale or dirnernsions, north am m, and location and distance to nearest road.
Please print all information. eviewed Date
personal intormatlal you Pm+'kle may be Law, s. .04 (1) (m)). ~ -7 0-1
property Owner roperty Location
vL Lot SW 1/4 SE 1/4 S 18 T 29 N R 19 W
Arthur W. Kaemmer yam,
Property Owner's Mailing Address of # Block # Subd. Name or CSM#
40 Acre Pd.
4 Crocus Hill _j city J Village a Town Nearest Road / 9
city State Z Co a Phone Number
Saint Paul Hudson 370 Hatchery Road
~ MN
Code derived design flow rate 450 GPD
Use: 01 Residential / Number of bedrooms 3
New Construction
1M Replacement Public or commercial - Describe:
Flood plain elevation, if applicable Unknown
Parent material Glacial Drift
General comments
and recommendations: Recommend installing mound elevation to be 04.00' at system 6" above t 103.50~ contour area and complex soil conditions. ecom~ n
system
~ &Le, S
npgrcahor► Rate
Boring # 16 Boring 73" in. Soll
~ pit Ground Surface elev. 103.20 ft. Depth to limiting factor ~
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Root8 'Eff#1 ff#2
in. Munsell Qu. Sz. Cond. Color Gr. Sz. Sh.
1 0-9 10yr313 none Is fill 0 sg dl ce 3fmc 0.0 0.0
none Is fill 0 sg di cs 2fm.1c 0.0 Q.0
2 9-33 10y04
none ft 0 sg dl cw 2fm 0.5 1.0
3 33-50 10yr2/2
Is 0 sg dl Cw 1fm 0.7 1.6
4 50-62 10yr3/3 none
none It 0 sg ml cs - 0.5 1.0 ~
5 62-73 10yr4/4
ml - - 0.5 1.6
It 089
6 73.84 10yr4/4 f2f 7.5yr5/8
Area lled marry (>40 ) Years ag li- are undisturbed, rai soils. Saturated or flow obselrvaim ed ape (96.STj le tor mound installation. and
a 52" in. Sob Application Rate
Boring # J Boring
Pit Ground Surface elev. 102.36 fl. Depth to limiting factor
Horizon Depth Dominant Redox Texture Stnx:tture Consistence Bou
in, Noreen Qu ndafy Roots 'Eff#1 'E
Color u. Sz Sz. Description cord. Color Gr. Sz. Sh.
1 0-8 10yr2/1 none ifs 0 sg dl cs 3fmc 0.5 1.0
none ifs 0 sg dl cs 3fm.2c 0.5 1.0
2 8.43 10yr2/2
3 4352 10yr3/4 none Is 0 sg dl cvv 1fm 0.7 i.6
m2d 7.5 4/6 & Is 0 sg ml - 1 f 0.7 1.6
4 52_72 10yr4/3 m2d 10yyr5/2
turated flow at 66" (96.86').
ffluent #2 = BOD < 30 mg/L and TSS x,30 mg/L
" Effluent #1= BOD 5> 30 < 220 mg/L nd TSS >30 < 15 mglL CST Number
CST Name (Please Print) Signature: 3602
James K. Thompson
Date Evaluation Conducted Telephone Number
Address A.C.E. Soli & Site Evaluations 5007 715-248-7767
340 Paulson Lake Lane Osceo WI 54020
020-1040-20_000 page 2 of 4
• Property Owner Arthur W. Kaemmer parcel ID #
F Boring # J Boring
P8 Ground Surface elev. 103.57 ft. Depth to limiting factor 54„ in. 50ll Application Rate
exture Structure Consistence Bounden! Roots
on Depth Dominant Color Re Description Gr. Sz. Sh. *Eff#1 *Eff#2
Horiz in. Moreau Qu. Sz. Cont. nt. Color
1 0-16 10yr2/1 none I 2fsbk ds gs 3fmc 0.6 0.8
2 16-34 10yr2/2 none Ifs 0 sg dl gs 3fmc 0.5 1.0
3 34-54 iOyr3/6 none Is 0 sg dl Cs 2fm 0.7 1.6
4 9 10yr4/4 f2f 7.5yr4/6 s 0 sg ml gs 1fm 0.7 1.6
5 69-82 10yr3/6 mad 7.5yr4/6 & s 0 sg m1 _ 1fm 0.7 1.6
m2d 10 5/2
Saturated flow observed at 78" (97.07').
F Boring # Boring
Pit Ground Surface elev. 106.24 ft. Depth to limiting factor $g" in. Soil Application Rate GPDM!
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-7 10yr2/1 none I 2fsbk ds CS 2fm,1c 0.6 0.8
2 7-31 10yr3/3 none Ifs 0 sg dl gs 2fm,1c 0.5 1.0
3 31-59 10yr4/4 none s 0 sg ml gw 1fm 0.7 1.6
4 59-98 10yr4/4 f2f 7.5yr4/6 s 0 sg ml - If 0.7 1.6
H#4 contains Om 7.5yr4/4 sl Inclusions. Saturated now not observed
ILL
5 Boring # Boring 1- „
4M Pit Ground Surfaceelev. 98.25 ft. Depth to limiting factor o in. Soil Application Rate
on Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
Horiz
in. Munsoll Qu. Sz. Cont. Color Gr. Sh. "Eff#1 *Eff#2
1 0-26 10yr2/1 mid 5yr416 sit 2fsbk ds cs 2fm,1c 0.6 0.8
2 26-40 10yr3/3 m2d 7.5yr5/8 Is 0 sg dl - 2fm,lc 0.7 1.6
Saturated flow observed at 25" (96.17').
* Effluent #1 = BOD 5> 30 < 220 mgA- and TSS >30 < 150 mg/1- * Effluent #2 = SOD5 <_30 mg/L and TSS <30 mgA-
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
A.C.E. SON & SMe Evakj8Wns
SBD-8330 (R01Po0)
20~g Page of 4
PROPERTY OWNER: Arthur W. Kammer SOIL AND SITE EVALUATION
PARCEL I.D.# 020.1040-20.000 A.C.E. Soil & site Evaluations
REPORT MEMO
Area of B1 and southward appears to have been filled at some time in the past. Loamy sand fill material has
developed characteristics consistent with native soil and appears suitable to allow the installation of a mound septic
system. State and County verification may be required to make final determination of site suitability.
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