HomeMy WebLinkAbout020-1439-31-000 (2) i
1275
SOIL EVALUATION REPORT Page 1 of
' Wisconsin Department of Commerce Steel Soil Service
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code
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 parcel I.D.
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road.
P1 eviewed Date
Personal information you pro a may l ~ Ga rF4.0.1 (Pn y Law, s.15.04 (1) (m)).
Property Owner Property Location 19 W
ROSAMJI, L.L.C hAAY 1 3 2003 Govt. Lot na SE 1/4 NE 1/4 S 25 T 29 N R
Property Owner's Mailing Addr ss Lot # Block # Subd. Name or CSM#
2141 Cty Rd. C ST. CROIX CouNTV 31 na Indigo Ponds
city State i ~ _ I City J Village 1/ Town Nearest Road
Hudson Highlander Trail
New Richmond ~ WI 54017 715-248-7071
Code derived design flow rate 600 GPD
101 New Construction Use: 0' Residential / Number of bedrooms 4
I Replacement I Public or commercial - Describe:
na
Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable
General comments
and recommendations: system elevation 99.90 ft, trenches spaced and depth to code 6.00 ft below grade
*q-260 PIS I
Boring # I Boring 110 in. Soil Appligtion Rate
vi Pit Ground Surface elev. 99.00 ft. Depth to limiting factor
GPD/ft2
Horizon Depth Dominant Color Redox Description Texture Grstructure . Sz. Sh. Consistence Boundary is *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color $
1 0-12 10yr3/2 none sit 2msbk mfr gw 1 c .5
2 12-37 10yr4/4 none sicl 2msbk mfr gw 2f .4 .6
3 37-50 10yr6/4 fid7.5yr5/6 sicl 2msbk mfr gw na .4 .6
mfr na na .4 .6
4 50-110 7.5yr4/4 none Ifs om
WZ MA~'1
E Boring # _f Boring y2:2 S r ~ ~ la4, "l -7. -1
0 pit Ground Surface elev. 99.70 ft. Depth to limiting factor 110 in. Soil Application Rate
GPDlttz
Sh. Consistence Boundary Roots *Eff#1 *Eff#2
Horizon Depth Dominant Color Redox Description Texture Gr. StSz. ructure
in. Munsell Qu. Sz. Cont. Color 8
1 0-4 10yr3/2 none sil 2msbk mfr gw 1 c .5
none sl 2msbk mfr gw 1f .5 .9
2 4-35 10yr3/4
3 35-58 7.5yr4/4 none scl 2msbk mfr cs na .4 .6
4 58-110 7.5yr4/4 none sl 2msbk mfr na na .5 .9
* S
* Effluent #1 = BODS> 30 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BM < 30 mg/L and TSS < 30 mg/L
Number
mber
: CST Nu
CST Name (Please Print) Signatur CST
e- 248956
David J. Steel
Address Steel Soil Service Date Evaluation Conducted Telephone Number
5/3/2003 715-246-5085
1564 CR GG, New Richmond, WI 54017
Property Owner ROSAMM, L.L.C Parcel ID # pending Page 2 of
3~ F 0 Boring # J Boring
Pit Ground Surface elev. 105.90 ft. Depth to limiting factor 110 in. Soil Application Rate
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
mfr cs 2c .5 .8
1 0-5 10yr1/1 none sil 2msbk
2 5-17 10yr4/4 none sl 2msbk mfr gw 1c .5 .9
3 17-34 7.5yr4/4 none scl 2msbk mfr gw na .4 .6
4 34-110 7.5yr4/6 none cos osg ml na na .7 1.6
COS <35% coarse fragments = 36" &
>35% - <60% = 60" below system
F-1 Boring # I 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # I Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 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.
• Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 1564 Cty Rd GG
CST-POWTSM ROSAMR, L.L.C. New Richmond,WI 54017
Lic. #248956 NW1/4,NE1/4,S25,T29N,R19W Bus.(715) 246-6200
Town of Hudson, St. Croix Co. Fax.(715) 246-9372
Indigo Ponds Lot 31
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
1"=40'
♦ = Benchmark Ele. 100.00Ft
Top of 1 /2" pvc pipe
• = Alt Benchmark Ele. 101.00Ft
Top of 1/2" pvc pipe N
❑ = Borings
Boring Elevations
B 1 = 99.50Ft
B2 = 97.70Ft
B3 = 105.90Ft
B4 = 00. Ft
ti
7 0' ~ o
5,93
126
Al
~ .
S/313
z `l h:
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 1564 Cty Rd GG
CST-POWTSM ROSAMJI, L.L.C. New Richmond,WI 54017
Lic. #248956 NWl/4,NE1/4",T29N,R19W Bus.(715) 246-6200
Town of Hudson, St. Croix Co. Fax.(715) 246-9372
Indigo Ponds ket3f
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
1"=40'
RECEIVED = Benchmark Ele. 100.00Ft
op of 1/2" pvc pipe
= Alt Benchmark Ele. 101.00Ft
2003 op of 1/2" pvc pipe N
= Borings
u N Boring Elevations
B1 =99.50Ft
B2 = 97.70Ft
B3 = 105.90Ft
B4 = 00.00Ft
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