HomeMy WebLinkAbout026-1172-13-000 (2)
RECEIVED
1382
Wisconsin Department of Co merceN0V 13 2003 ]wit L EVALUATION REPORT Page 1 of 3
Division of Safety and Buildin s in accordancComm 85, Wis. Adm. Code Steel Soil Service
Coun
Attach complete site plan on paper RO insize. Plan must ty
St. Croix
include, but not limited to M), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. Rev' ed By Date
Personal information you provide may be used for secondary purposes (Privacy taw, s. 15.04 (1) (m)). 2 D
Property Owner Property Location
R.J.C. Development, Inc. Govt. Lot na NE 1/4 NE 1/4 S 35 T 30 N R 18 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1868 CT Hwy " C " 13 na Sunset Hollow
City State Zip Code Phone Number I City Village 16 Town Nearest Road
Somerset WI 54025 651-488-3051 Richmond 140Th St.
i~ New Construction Use: IM Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
_J Replacement _f Public or commercial - Describema
Parent material Benches and large drainageways of ground moraines. Flood plain elevation, if applicable na
General comments
and recommendations: Mound design, system elevation 105.60ft based on contour line elevation 104.20ft. Minimum 17 of
ASTM C33 sand.
Boring # I Boring
16 Pit Ground Surface elev. 104.30 ft. Depth to limiting factor 25 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 10yr3/2 none sil 2msbk mfr cs 2f .5 .8
2 9-18 10yr4/4 none sicl 2msbk dfr gw lvf .4 .6
3 18-25 7.5yr4/4 none scl 2msbk dfr 9w lvf .4 .6
4 25-60 7.5yr5/8 cl d7.5yr5/6 slAs om mfr na na .3 .5
Boring # Boring
V1 Pit Ground Surface elev. 104.30 ft. Depth to limiting factor 19 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 10yr3/2 none sit 2msbk mfr cs 2f .5 .8
2 9-19 4/4 none sicl 2msbk mfr gw 1vf .4 .6
19-48 7.5yr5/8 cld7.5yr5/6 sl om mfr Tna 1vf .3 .5
I
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS S.30 mg/L
CST Name (Please Print) Signat►1re: CST Number
David J. Steel 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 11/11/2003 715-246-5085
L
Property Owner R.J.C. Development, Inc. Parcel ID # Pending Page 2 of 3
31 Boring # J Boring 16 Pit Ground Surface elev. 103.90 ft. Depth to limiting factor 19 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
1 0-10 10yr3/2 none sil 2msbk mfr CS 1f .5 .8
2 10-19 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6
3 19-65 7.5yr4/4 c1d7.5yr5/6 si om mfr na 1vf .3 .5
❑ Boring # Boring
f Pit Ground Surface elev. ft. Depth to limiting factor in. Sal 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
F-1 Boring # I Boring
_ Pit Ground Surface elev. ft. Depth to limiting factor in.
Soil Application Rate i
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
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 = BOD5 < 30 mg/L and TSS <30 mg/L
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
I
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 1564 Cty Rd GG
CST-POWTSM RJC Development Co. New Richmond,WI 54017
Lic. #248956 NEI/4,NE1/4,S35,T30N,R18W Bus.(715) 246-6200
Town of Richmond, St. Croix Co. Fax.(715) 246-9372
Sunset Hollow, Lot 13
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. 100.70Ft
Top of 1/2" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 104.30Ft
B2 = 104.30Ft
B3 = 103.90Ft
B4 = OO.OOFt
4
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t: In e of Northeast Corner
he NE 114 UNPLATTED LANDS Section 35-30-18
Right-of-way (found 718" rebor) I
JS89 49'43'E 2606.65'-- Centerrine
S89'49'43" E 966.32' ~o
130TH--_AVENUE_-_ ;
v X355'-~ -305 T
\ \ t
01 3333'
o 001
~ \ \
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00 \ \ \ `79, 240 sq. ft. \ N LOT-f3 : ~N I I
o : '1.82 acres 78, 304 sq. ft.
\ \ \ \ t \ I 1.80 acres: i I
Y
I ► I i l 0
~ 1 i .308 I o 1 t I i / : ~ I
\ _ I I
l I 11 1 0 1 1 1 1 305 1
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i \ 1 \ \ \ 76,251 sq. ft. I 01
I _\--~L~iQ7' \ \ \ 1.75 acres- I I I
o 71, 71,002 sq. ft. \ N \ \ N. 8. A.
` N 72, 954 sq. ft \ cV z
1.
\ _63 acres
I \ f I \ 1.67 acres: \I 1 I _
1 I I \ \ \ \ \ Joint D fwway I W
I ( I a0 / , I \ \ \ \ Easement Z
I \ \ 1 I ly-
275
y / / / r = I I I 305'
01
LOT 11 \ I i
I o xLOT 7 ^ . ,76, 76,251 sq. ft. o I
I N ' t- '74,251 sq. eft. N 1.75 acres:
\ \ 1.70 acres \ 72,928 sq. ft.
\ \ ` ` 11.67 acres: \ \ I
\ n.
00
275' 10
~ ~ X305' \ ~ \ I
\ \ 190' \ 190' 200' \ I I
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