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1074
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code steel soil service
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must county St. Crobc
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 03
t-' D I ~y pl
I W`~
Please print all infonr►ation. R7' By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1) (m)). / 43
Property Owner Property Location /
Derrick Construction Inc. Govt. Lot NE 19 NW 1/4 S 5 T 29 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1505 Hwy. 65 7 na Bluebird Bluffs
City State Zip Code Phone Number City Village Town Nearest Road
New Richmond WI 54017 715-246-2320 St.Joseph Rolling Hills Trad
✓ New Construction Use: y! Residential / Number of becir s erived esign flow rate 600 GPD
Replacement Public or commercial - Desch
Parent material Pitted outwash plains A U v I j Z0~ plai elevation, if applicable na
General comments
and recommendations: Mound design, system elevation 112.6 ft baiW- t6riio0rrJ q ele tion 100.65ft 6//
~
KING OFFICE PV 2 S
Boring # Boring
it Pit Ground Surface elev. 101.85 ft. Depth to limiting factor 96 in. Soo Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftl
-Eff#1 `Eff#2
1 0-20 10yr3/3 none sil 2msbk mfr cs 1f .5 .8
2 20-36 10yr4/4 none sic[ 2msbk mfr gw na .4 .6
3 36-54 7.5yr4/4 none scl 2msbk mfr gw na .4 .6
4 54-96 7.5yr4/6 none Is osg mvfr na na .7 1.2
F2 ] Boring # Boring
or, Pit Ground Surface elev. 101.85 ft. Depth to limiting factor 42 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence oundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-10 10yr3/3 none sil 2msbk mfr cs 1f .5 .8
2 10-42 10yr4/4 none scl 2msbk mfr gw na .4 .6
3 42-96 10yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr na na .4 _6
' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS< 30 mg/L and TSS <30 mg/L
CST Name (Pl?ase Print) Signature: CST Number
David J. Steel 248956
Address steel soil service Date Evaluation Conducted Telephone Number
1564 CR GG, New Ric mond, WI 54 17 8/20/2002 715-246-5085
Property Owner Derrick Construction Inc. Parcel ID # pending Page 2 of 3
3 ] Boring # Boring
Y Pit Ground Surface elev. 100.05 ft. Depth to limiting factor 58 in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
*Eff#1 *Eff#2
1 0-30 10yr3/3 none sil 2msbk mfr cs 1f _5 .8
2 30-45 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 45-58 7.5yr4/4 none scl 2msbk mfr gw na .4 .6
s
4 58-96 10yr4/4 cc d/6 sicl omfr na na .0 .0
❑ 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 GPD/f z
*Efl#1 *Eff#2
❑ 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 GPD/ft2
*Eff#1 *Eff#2
*
* Effluent #1 BOD 30 < 220 mg/L and TSS >30 < 150 m L _
_ 9/ Effluent #2 _ BOD s <-30 m Land TSS ~
s> 9/ L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
Page 3 of 3
STEEL'S SOIL SERVICE
David I Steel 1564 Cty Rd GG
CST-POWTSM Derrick Construction, Inc New Richmond, Wl 54017
Lic. # 248956 NE1/4,NW1/4,S 5,T29,R19W (715) 246-6200
Town of St. Joseph, St Croix Co. (715) 246-5085
Bluebird Bluffs lot # 7
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for
your use. The location of the test may or may not be as shown as permanent lot lines were not
established at the /time the test was conducted.
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