HomeMy WebLinkAbout026-1298-08-000
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f cousin SOIL EVALUATION REPORT #1715
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.
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
I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel dZ
Q P
P/ e pp Reviewed Dat
Personal information you provi used p~~C ,Qlc (Priva Law, s. 15.04 (1) (m)). 2 O(i
Property Owner Property Location J
Stallion Development LL ( 2M Govt. Lot na SE1/4, NW1/4, S34, T30N, R18W
Property Owner's Mailing Addre Lot # Block # Subd. Name or CSM#
1221 130th Ave S"I . CROIX COUNT r 8 na Riding Meadows /Ja
City 1-4tirt Zi C ❑ City [I Village F] 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
Parent material Ridges, foot slopes, and valley escarpments of sandstone Flood plain elevation, if applicable na ft.
General comments Shallow conventiongi system, system elevation 97.80ft. Recommend At grade or mound design, system
and recommendations: elevation 100.80ft based on--d-on-T= lirte4J9 8W. l' L
N
F-1-1 Boring # ❑ Boring
® Pit Ground surface elev. 99.80 ft. Depth to limiting factor 90 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *092
1 0-12 10yr3/1 none A 2msbk mfr a ivf .6 .8
2 12-38 10yr4/4 none sicl 2msbk mfr cs na 4 .6
3 38-90 7.5yr4/4 none Is osg mvfr cs na .7 1.6
4 90-100 5yr4/4 none scl om mfr na na .0 .0
i -T
Boring # ❑ Boring
Pit Ground surface elev. 99.80 ft. Depth to limiting factor 73 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2
1 0-9 10yr3/1 none A 2msbk mfr a ivf .6 .8
2 9-23 10yr4/4 none sicl 2msbk mfr cs na 4 .6
3 23-73 7.5yr4/6 none Is osg mvfr gw na .7 1.6
4 73-80 5yr4/4 none scl om mfr cs na .0 .0
5 80-96 10yr7/8 c2d 7.5yrt5/6 ,andstonr residuum mfr na na .0 .0
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg " Effluent #2 = BOD5 < 30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signaturg: CST Number
David J. Steel I 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
3] F Boring # ❑ Boring
Pit Ground surface elev. 99.10 ft. Depth to limiting factor 60 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 0-18 10yr3/1 none sil 2msbk mfr Cs lvf .6 .8
2 18-32 10yr4/4 none sicl 2msbk mfr Cs na .4 .6
3 32-60 7.5yr4/6 none Is osg mvfr gw na .7 1.6
4 60-77 5yr4/4 none sCl/sl om mfr Cs na .0 .0
5 77-92 10yr7/8 c2d 7.5yr5/6 andston residuum na CS na .0 .0-
6 92-110 10yr8/2 c2d 7.5yr5/6 andston residuum na na na .0 .0
Boring # Boring
F-I ❑
❑ 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
I
❑ Boring # El 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/ft'
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-5330 (8.07/00) Steel's Sal Service, Int.
STEEL'S SOIL SERVICE INC. 3 of 3
i
David J. Steel Stallion Development LLC 994200 th St.
CST-POWTSM SE1/4,NW1/4,S34,T30N,R18W Baldwin, WI 54002
Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347
Riding Meadows Sub. Lot, 8 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. 100.10 ft
Top of 3/4" pvc pipe
CJ = Borings
Boring Elevations
BI = 99. O ft
B2 = 99. 0 ft
B3 = 99. 0 ft
B4 = 0. ft
5~ r
Con °uru~
510 `75
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~7
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x
972.4 x ZQZ'
7.5
19a~ x ~
/ 967.4
41' 9
/ .50 acres
976.7 / 969,2 UA 72
975.4 970.8 50 acres
W
O - x 96
977,3 1, 5 acres ~Q
1 1.50 a es -
-
17
~e.e 242
1.50 ocr s
1.50
`D N
acres - I
x
980.8
x 1 8'
992.1 250 241'
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Co
991.6 x r
PRELIMINARY