HomeMy WebLinkAbout026-1172-07-000 (2)
RECEIVED
~L 1376
Wisconsin Department of Com rce NOV 13 20001 EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with omm 85, Wis. Adm. Code Steel Soil Service
ST. CROIX COUNTY County
Attach complete site plan o paper ncirt sl"OW tinaches in s e. Plan must St. Croix
include, but not limited to: v direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 02, Please print all information. Revi ed Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 1 D 6
Property Owner Property Location
R.J.C. Development, Inc. Govt. Lot na NE 1/4 NE 19 S 35 T 30 N R 18 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1868 CT Hwy " C " 7 na Sunset Hollow
City State Zip Code Phone Number City _J Village W1 Town Nearest Road
Somerset WI 54025 651-488-3051 Richmond 130Th Ave.
16 New Construction Use: 01 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement J Public or commercial - Describe-ma
Parent material Benches and large drainageways of ground moraines. Flood plain elevation, if applicable na
General comments
and recommendations: Mound design, system elevation 105.80ft based on contour line elevation 104.30ft. Minimum of 18"
ASTM C33 sand.
Boring # Boring
A6 Pit Ground Surface elev. 105.00 ft. Depth to limiting factor 38 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft=
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
1 0-8 10yr3/2 none sit 2msbk mfr cs 2f .5 .8
2 8-18 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6
3 18-27 5yr4/4 none scl om dfr gw na 0 .0
4 27-38 7.5yr4/4 none Is osg mvfr cs na .7 1.2
5 38-48 10yr8/2 c2d 7.5yr5/6 andston residuum mfr na na .0 .0
Boring # Boring
Y' Pit Ground Surface elev. 105.00 ft. Depth to limiting factor 25 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/H'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 •Eff#2
1 0-12 10yr3/2 none sl 2msbk mfr cs 2f .5 .8
2 12-25 10yr4/4 none sl 2msbk mfr gw lvf .4 .6
3 25-48 10yr8/2 c2d 7.5yr5/6 sandstone residuum mfr gw na .0 .0
Effluent #1 = BOD? 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) - ignature: CST Number
David J. Steel 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 11/10/2003 715-246-5085
Property Owner R.J.C. Development, Inc. Parcel ID # Pending Page 2 of 3
]Boring # I Boring
16 Pit Ground Surface elev. 101.60 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. *Ef1#1 *Eff#2
1 0-4 10yr3/2 none sl 2msbk mfr a 2f .5 .9
2 4-12 10yr4/4 none sl 2msbk mfr cs 1f .5 .9
3 12-19 10yr4/6 none sl 2msbk mfr cs 1vf .5 .9
4 19-36 10yr8/2 c2d 7.5yr5/6 *-andston residuum mfr na na .0 .0
❑ Boring # Boring
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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
I
I
ICI
❑ Boring # 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD? 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 RJC Development Co. New Richmond,WI 54017
Llc. #248956 NE1/4,NE1/4,S35,T30N,Rl8w Bus.(715) 246-6200
Town of Richmond, St. Croix Co. Fax.(715) 246-9372
Sunset Hollow, Lot 7
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. 99.70Ft
Top of 1/2" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 105.OOFt
B2 = 105.OOFt
76~r B3 = 101.60Ft
a r B4 = 00.OOFt
0
D
jo~k~,S¢ar X03 L°UnID X05
b D Nf J~~1
~ SGT
U~
~a
l~
~ r ~.QS~ hods II
io-G3 I
siynt-ui-rruy ~ 10L. 9, PG.-2551
Centerline
- - - - - - - - FS89 49'43'E 2606.65'--
S89'49'43"E 966.32'
-A 130TH_-_-VENUE
=208v ' -►v . cn • iv X355'-~-~~ 305•
IN,
ICY
- 3
33 ~ 79, 240 sq. ft. LOTS
1.82 acres 1 78, 304 sq.
LOTI 1.80 acrf
\ 1
-82,410 sq. ft. iv N I 1 1 I ! ° /
1.89 acres • v \ tD
i I I i 308 305'
1 ~ ---I i I I o I I I 1 ~ t
\ F I ; I t I , LO/t t
1 1 _ 1 1 1 1 \ \ 1 \ \ \ 76,251 sq.
° • \ Q \ o' \ \ 1.75 acre
1 \
1: \ 71,002 sq. ft.
1 o \ \ 72,954 sq.
oho , o \ 1. -6J acre \ \ X1.67 ocr
i I I I I \ \ ✓otnt
LOTO~
9, 060 sq. ft.' _ l 275
1.81 acres j05,
I
LOT j
`76 116,251 s
;SLOT 7 k o i 75 act
288' 1 I N ' t-' -74,251 sq. ft. N Il N.B.A. =
% 1.70 acres\ 72, 928 sy
1 \ \ 11.67 aci
C~`~_ ~ \ \ 275'
LOT 3=
\ \ X90 \ 190
14
\79, 319 sq. ft. L
\ X1.82 acres , o \ \ = ` _ l \
289'
, : ~ A \ .sue. _ - • ~r w'-- s