HomeMy WebLinkAbout040-1316-01-000 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings In accordance with Comm 85,Wi C e
m.
ty t. Croix
S
Attach complete site plan on paper not less than 8'/:x 11 inches in size. Plan must
Include but not limited to:vertical and horizontal reference point(BM),direction and 1 I.D. 4
Percent slope,scale or dimensions,north arrow,and BM referenced to nearest ro
Re by Date
motion Personal information you provide y be oses ivacy Law,s.15.04(1)(m)) /Z Z$' j>5
Property Owner Property Location
G&L Land Development, 1c. DEC 2 7 2009 Govt.Lot NE '-/, NW %4 s 8 T 28 N R 19W E(or)W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# Z�l j Z�'r7
W12491 890t' ST.CROIX COUNTY 1 Cedar Woods _ S� s—//
City State ❑City ❑Village 0 Town Nearest Road
River Falls WI 54022 715-386-2928 Troy Coulee Trail/FF
0 New Construction Use: 0 Residential/Number of Bedrooms Code derived design flow rate GPD
❑Replacement ❑Public or Commercial—Describe:
Parent Material Flood Plain elevation if applicable ft.
General comments and recommendations: B-1 was completed during the preliminary soil assessment on July 22,2005. The lot lines were not
clearly marked during completion of the final soil assessment. Sufficient area is available for installation of the POWTS,however the plumber prior
to installation of the system must confirm the location of the lot line.
a Boring# ❑Boring
0 Pit Ground Surface Elevation 102.9 ft. Depth to Limiting factor >I 10 in.
Soil ADDlication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-8 10YR3/2 None SIL 2-f-gr dsh as 2f 0.6 0.8
2 8-21 10YR4/3 None SIL 2-m-sbk dsh aw if 0.6 0.8
3 21-31 10YR4/4 None LS 1-co-sbk mfr aw 1f 0.7 1.6
4 31-110+ 10YR4/4 None GRS o-sg ml - 1f 0.7 1.6
❑Boring /
2 Boring# Opit Ground Surface Elevation 100.5 ft. Depth to Limiting factor40 to 54&>120 ✓
Soil Aoolication Rate
Horizon Depth I Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-17 10YR2/3 None SIL 2-f-sbk mfr gs 2f 0.6 0.8
2 17-27 10YR3/2 None SIL 2-m-sbk mfr gs 1f 0.6 0.8
3 27-40 10YR4/3 None SIL 2-m-sbk mfr gs 1f 0.6 0.8
4 40-54 10YR4/3 f-1-f 10YR4/6 SIL 2-m-sbk mfr aw if 0.6 0.8
5 54-120+ 10YR5/4 None S 0-sg ml - if 0.7 1.6
*Effluent#1=BOD5>30:5 220 mg/L and TSS>30!5 150 mg/L *Effluent#2=BOD5 5 30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature CST Number
Mark Iverson 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 December 20,2005 715-796-5664
i
a
Property owner G&L Land Development, Inc. Parcel ID# 040-1022-70-000 page 2 of 3
Boring# ❑Boring
Wit Ground Surface Elevation 102.7 ft. Depth to Limiting factor >120 M.
oil A lication Rate
Horizon Depth �Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. ll Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff l *Eff#2
1 0-10 10YR3/2 None SIL 2-m-sbk mfr cs 2 f to co 0.6 0.8
2 10-24 10YR3/4 None SIL 2-m-sbk mfr gs 1 f to co 0.6 0.8
3 24-31 10YR3/4 None LS 0-sg ml cs 1 f to co 0.7 1.6
4 31-41 7.5YR3/4 None GRXLS 0-sg ml as if 0.5 0.5
5 41-120+ 10YR4/4 None S 0-sg ml - None 0.7 1.6
Boring# ❑Boring
OPit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil ADDlication 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
Boring# 13 Boring
OPit Ground Surface Elevation 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
*Effluent#I=BOD5>30!5 220 mg/L and TSS>30:5 150 mg/L *Effluent#2=BOD55 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.
r
Site Diagram 0 ft. 24 fly. 40 ff. 80 ft.
N
BM#1 -Top of 1/2"PVC Pipe Page 3 of 3
100.0'
100.5
loyl-
t x 10 emu}, •'n. `''a , '',
u ' P rf
0
c CD
103 B-1
13M#2op oft/ 102.7
us Jai � ._.�,.• Y
fFf i
dd s
r
r ,
j
2e M
= Lot Lines
BM#&Description
Elevation = Bench Mark 100, = Boring Location& Elevation House and well location to be determined
Owner: G& L Land Development Inc. Site Information: Completed By: Mark Iverson, PSS#197
W12491 890th Street NE 1/4, NW 1/4, S8, T28N, R19W 680 Larcom Street
River Falls,WI 54022 Town of Troy Hammond, WI 54015
St. Croix County 715-796-5664
Phone: 715-386-2928 CST#46672
V t a
Parcel #: 040-1316-01-000 04/08/2008 10:22 AM
PAGE 1 OF 1
Alt. Parcel#: 08.28.19.2057 040-TOWN OF TROY
Current X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
02/03/2006 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
G& L LAND DEVELOPMENT INC O-G &L LAND DEVELOPMENT INC
W12491 890TH AVE
RIVER FALLS WI 54022
Districts: SC =School SP=Special Property Address(es): '=Primary
Type Dist# Description *494 AUTUMN BLAZE TRL
SC 2611 HUDSON
SP 1700 WITC
Legal Description: Acres: 1.530 Plat: 10-100-CEDAR WOODS 040-06 LOTS 1/17
SEC 8 T28N R19W PT NE NW CEDAR WOODS Block/Condo Bldg: LOT 01
('06)LOT 1 (1.530AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
08-28N-19W NE NW
Notes: Parcel History:
Date Doc# Vol/Page Type
02/28/2006 819453 PLAT
02/03/2006 817941 LC
05/11/2005 794704 2801/185 QC
07/23/1997 824/129
2008 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 08/24/2007
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.530 71,500 0 71,500 NO
Totals for 2008:
General Property 1.530 71,500 0 71,500
Woodland 0.000 0 0
Totals for 2007:
General Property 1.530 71,500 0 71,500
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch#:
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00