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1 Visco sin SOIL EVALUATION REPORT #1721
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Steel's Soil Service, Inc.
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix
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. b Z d
P/ t a }q Revie d Date
Personal information you provi sed for {Privacy Law, s. 15.04 (1) (m)).y ~j LQ Q~
Property Owner Property Location
Stallion Development LL `UL 4 5 ❑0~ Govt. Lot na SW1/4, NW1/4, S34, T30N, R18W -NI
Property Owner's Mailing Addr I Lot # Block # Subd. Name or CSM# II rr
1221 130th Ave ST` CROIX (;OUN f 14 na Riding Meadows Ne ('41
City ❑ City E] Village M Town Nearest Road go IFW
New Richmond WI 54017 715-246-5440 Richmond 120Th St
New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Parent material Ridges, foot slopes, and valley escarpments of sandstone Flood plain elevation, if applicable na ft.
General comments Mound design, system elevation 99.35ft based on contour line elevation 98.35ft.
and recommendations:
a ~ /1-G~~L~-- ~C-O'►~►u-cam
F-11 Boring # ❑ Boring
® Pit Ground surface elev. 98.45 ft. Depth to limiting factor 32 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/Ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. '091 •EfW
1 0-13 10yr3/1 none A 2msbk mfr cs if .6 .8
2 13-32 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 32-49 10yr7/8 c2d 7.5yr5/6 ;andstonr residuum na na na .0 .0
2 ] Boring # ❑ Boring
Pit Ground surface elev. 98.45 ft. Depth to limiting factor 32 in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 -EfW
1 0-12 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 12-32 10yr4/4 none sic[ 2msbk mfr gw na .4 .6
3 32-48 10yr7/8 c2d 7.5yr5/6 ;andston( residuum na na na .0 .0
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 s30 mg/L and TSS <_30 mg/L
CST Name (Please Print) _Signature: ,7 ~ CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, W154002 6/27/2005 715-760-0347
SBD-8330 (R.07/001
Property Owner Stallion Development LLC Parcel ID # pending Page 2 of 3
Boring # [-1 Boring
'
® pit Ground surface elev. 97.45 ft. Depth to limiting factor 36 in. Soil Application Rate
•3
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 0-19 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 19-36 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 36-48 10yr7/8 c2d 7.5yr5/6 andston residuum na na na .0 .0
it
❑ Boring
El Boring # . Depth to limiting factor
E] Pit Ground surface elev. ft 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. *Efi#1 *Eff#2
Borin # ❑ Boring
F] g 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *091 *Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L
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 608-2648777.
SBD-8330 (R.07/00) Steel's Soil Service, Irx.
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel Stallion Development LLC 994 200' St.
CST-POWTSM SWl/4,NW1/4,S34,T30N,R18W Baldwin, Wl 54002
Direct 715-760-0347
Lic. #248956 Town of Richmond, St. Croix Co.
Riding Meadows Sub. Lot, 14 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
1" = 40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.20 ft
Top of 3/4" pvc pipe
Borings
Boring Elevations
B1 = 98.45 ft
B2 = 98.45 ft
B3 = 97.45 ft
B4 = 0.00 ft
Loll
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na
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981.2 982.8
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' x 241'
976.7
975
981.3
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977.3
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1.5 acres 1.50 acres 1.50 a es
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x 981.
41' 241' , 2 a8
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N 1 O acmes N 1.30 es acres
987.4 _
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i0' 250' 992.1 250'
991.6 x