HomeMy WebLinkAbout038-1215-70-000 WisWnsin Department of Commerce SOIL EVALUATION REPORT Page-_-L of 3
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code County
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel 1. . 3 ✓/�/ 7o—'�Z>
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
ev' ed by Date
Please print all information.
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). IW�
Property Owner Property Location
LaCasse Development, Inc. Govt.Lot SE 1/4 SW 1/4 S 11 T 31 N R 18 9E(or)W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
27 ria River Pl
City to Zip Code Phone Number E]City ❑Village ®Town �at?Tt 0d \
( ) -
PD
ER New Construction User Residential/Number of bedrooms_ Code derived design flow rat
❑Replacement ❑ Public or commercial-Describe: 1
Parent material Chitwach Flood Plain elevation if applicabl
General comments S coy
and recommendations: 7`
trenches @ el. 95.40, spaced to code 4.00' below grade `
F] Boring
F1-1 Boring# 99.40 120 in.] pit Ground surface elev. ft. Depth to limiting factor Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •Eff#1 *Eff#2 �.
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh.
1 -13 10 4 3 none sil 2msbk mfr gw 2f .5 .8 •SP
3-30 10 4 4 none sil 2msbk mfr 9w if .5 .8 .(p1
cos os ml na na .7 1 .2 T
F- Boring# Boring
21 pit Ground surface elev. 98.90 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *EGPD/ft=Eff#2
in. I Munsell Qu.Sz. Cont.Color Gr.Sz.Sh.
1 0-10 10yr4/3 none sil 2msbk mfr gw if .5 .8
.10-27 10 4 4 none sil 2msbk mfr 9w if .5 .8
Ml Tla na .7 1 .2
Effluent#1 =BOD >30:S 220 mg/L and TSS>30:5 150 mg/L 'Effl nt#2=BOD <30 mg/L and TSS 5 30 mg/L
CST Name(Please Print) Signature CST Number
02298
Gar L. Steel �
Date Evaluation Condu ed Telephone Number
Address
715-246-6200
1554 200th. Ave. , New Richmond, WI. 54017 6-26-
Property Owner L3CaSSe DeV., Inc. Parcel ID#_ ee 4ing Page 2 _of 3
F- Boring# ❑ Boring
31 ® pit Ground surface elev. 96.80 ft. Depth to limiting factor 120 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
1
0-9---.- 1 . 40
9-40 1
•�
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/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
Boring
Boring# Ground surface elev. ft. Depth to limiting factor in.
❑ Pit SO—illiplication 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 I '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
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(R.6/00)
STEEL'S SOIL SERVICE
Gary L. Steel LaCasse Dev. , Inc. 1554 200th Ave.
CSTM2298 SE'SW' Sll-T31N-Rl8W New Richmond, WI 54017
MPRSW-3254 town of Star Prairie (715) 246-6200
lot #27-River Place
This soil evaluation vas cocted to satisfy a zoning requirement, it may or may
not be suitable for your use. The location of the test may or may not be as shown
an perms ant lot lines were not established at the time tbs teat vas cmWucted.
--N
-1 11=40'
= top of 1" pvc pipe @ el.100.00'
alt. top of line pt. survey s e @ el.. 95.70'
6a�
241
S
V0
Gary L. Steel
6-26-2001
644.99
• - 322.ea6.ss
• � ��as eon 9�9 , I �.
® ----
LOT 13 I og c7
1.548 ACES
67,432 80 Fr I
� Z LOT 22
1.814 ACRES V. r
y 68,842 so Fr �� /
626.79'
V\i I f I I INA
LOT 12 II I 1 LJ
PI 1.6 a ACRES i I tart i
& 70,328 SO Fr II c6 I LOT 23 a �/''
ca I
•I
I AREA TO MEANDER LINE E Ji
I 1.639 ACRES
71.390 80 Fr
619.89' W9.29 I I I MEANDER LINE
NUMBER•2•
8
T q'
l 1 3'7818 Sae aT
LOT 11 / / I
V
1.537 ACRES / ^l LOT 24 145 0 CD
® 88,880 80 FT AREA TO MEANDER LINE
o 1.812 ACRES I I
78,926 60 FT m i
/ I 1
570.33'
287.46' ® .a I a!1 I O
8 � t6�a• � I 1 a
LOT 1 O „ LOT 2s t I �'�-----------------
1.544 ACRES ,4t / AREA TO MEANDER LINE 1
67,271 80 FT �i S y 2• ACRES
�C A 88,761 80 FT 11
• 0/ - 111 • o a �� �
// / Z r SSp•y��4 0� FLOOD I�WN LIMITS
272.W
/ ' I
LOT 26 .
AREA TO MEANDER LINE e' AZ/
2.184 ACRES �r
OT 9 / 1 95,141 80 Fr / r,
6 ACRES
18 80 FT N /
r
LOT 27
AREAd'O MEANDER LINE J r
1.811 ACRES
78,908 SO FT
- / q ,
/ /• 87 / 4,
/ r r
AK
w LOT 28
8 N AREA TO MEANDER LINE N r o/
i
2.180 ACRES' � I 1 � � �;
7 gp 98,412 80 Fr I
`a m `2
M MEANDER LINE
M NUMBER I& � 882
0( ° °NS9°23'1a•e4o4.z2• ---------------Z --------------F--N H.W.L.-827.aO t �Q r
LOT 29 � •. � ,�,�,% .