HomeMy WebLinkAbout026-1298-05-000
Vi$CQnsin SOIL EVALUATION REPORT #1712
Page 1 of 3
Department of Commerce in accordance with Comm 85, Wis. Adm. Code
Steel's Soil Service, Inc.
'Division of Safety and Buildings
County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and S G~
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 0 2
PI 'nt al Reviewe y Date
Personal information you provid used for secondary purposes (Priva Law, s. 15.04 (1) (m)).
Property Owner o JUI j 2005 Property Location
Stallion Development LLC Govt. Lot na SE1/4, NW1/4, S34, T30N, R30W
Property Owner's Mailing AddIft S f. CROIX COUNT 4 Lot # Block # Subd. Name or CSM#
1221 130th Ave ZONING OFFICE 5 na Riding Meadows n/ot'~1,.
City a Zip Code Phone Number City ❑ Village ❑ Town Nearest Road
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
Flood plain elevation, if applicable na ft.
Parent material Ridges, foot slopes, and valley escarpments of sandstone
General comments Mound or At grade system , system elevation 100.60ft based on contour line elevation 99.60ft.
and recommendations:
F-11 M Boring # ❑ Boring
pit Ground surface elev. 99.50 ft. Depth to limiting factor 84 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 "Ett#2
1 0-23 10yr3/1 none sil 2msbk mfr a if .6 .8
2 23-35 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 35-48 10yr4/4 none sl 2msbk mfr cs na .6 1.0
4 48-84 7.5yr4/6 none Is osg mvfr cs na .7 1.6
5 84-100 5yr4/4 none scl om na na .0 .0
F2]Boring # ❑ Boring
Pit Ground surface elev. 99.50 ff. Depth to limiting factor 46 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
1 0-23 10yr3/1 none A 2msbk mfr Cs 1vf .6 .8
2 23-32 10yr3/3 none sicl 2msbk mfr gw na .4 .6
3 32-46 10yr4/4 none sl 2msbk mfr gw na .6 1.0
4 46-60 10yrt8/2 c2d 7.5yr5/6 ;andstom residuum na na .0 .0
*Effluent #1 = BOD 5> 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: CST Number
David I Steel ' 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 6/27/2005 715-760-0347
Property Owner Stallion Development LLC Parcel ID # pending Page 2 of 3
E Boring # Boring
® Pit Ground surface elev. 99.60 ft. Depth to limiting factor 85 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 0-14 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 14-26 10yr4/4 none sicl 2msbk mfr gw n a .4 .6
3 26-46 10yr4/4 none sl 2msbk mfr gw na .6 1.0
4 46-68 7.5yr4/4 none Is osg ml Cs na .7 1.6
5 68-85 5yr4/4 none scl om --Mr cs na .0 .0
6 85-96 10yr8/2 c2d 7.5yr5/6 andston residuum na na na .0 .0
❑ Boring # F] 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 '092
❑ 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
" Effluent #1 = BOD5> 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 608-264-8777.
SBD-8330 M07/00) steel's Son Service, Inc.
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel Stallion Development LLC 994 200th St.
CST-POWTSM SE1/4,NWl/4,S34,T30N,R18W Baldwin, Wl 54002
Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347
Riding Meadows Sub. Lot, 5 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' I
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
= Borings
Boring Elevations
B 1 = 99.50 ft
B2 = 99.50 ft
B3 = 99.60 ft
B4 = 0.00 ft
-cof~
nth
81
~-,27-05-
/aye ~~s
-979.2 987.6 x
x
981.2 x
x 982.8
COO x 241' 41'
976.7
975
981.3
x
N
5 N
1.5 acre s2'7 1.50 acres N 1.50 977.3
` ~ o es
--------e
x 981.
41 241' 2R'8'8
x
ZL y s
,
I
- -
14 cA~-~
N 1. O aches N 1450 es acres
987.4
x=
' x
i0 992.1 250'
991.6 x
N \