HomeMy WebLinkAbout012-1075-80-002 .r ECEINI�D . • CST-ZoLo -ow,
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- Wis.Dept.of Safety and Professional Services APR J701L CVALUATIO 51- P I 4
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Division of Safety and Buildings g�, •
in nc(eryieve!o m,Wis. Adm. Code �y ST CROIX
munrty eve opmenl
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 PSI I.D. p4 012-1075-80-002
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. dF
Please print all Information. ?levied by Date/
Personal Information you provide may be used for secondary purposes(Privacy Law.s.15.04(1)(m)). ��1l&1 I' N 2S//-
Property Owner CC((! 1/ '
DEREK AND ERICA HOKKANEN Govt.Lot NE 1/4 1/4 S 4f 36T 30N R 17E(D)W a
Property Owner's Mailing Address Lot# P�f",
/ y 2/4#L sj
Ciitdty State Code Phone Number laity ['wage Qrown Nearest Road
4?111�_%, i14.1, 1 I ( 7 ) 438�020 ERN PRAIRE I IIWY 35
0 New Construction UseD Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
oReplacement O Public or commercial-Describe:
Parent material LOAMY DRIFT OVER LOAMY TILL Flood Plain elevation if applicable ft.
General comments THIS IA A WET SITE,SYSTEM WILL NEED TO BE INSTALLED AFTER A DRY PERIOD.WATER
and recommendations: (kyry{iv( r iCTh SEEPING IN AFTER 24"
I Boring# o Bo 4. . *7
19
Pit Ground surface elev. 99.84 R. Depth to limiting factor_ in. Soli Applicadon Rob
Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPDIR '
In. Mansell Qu.Sz. Cont Color Gr.Sz.Sh. 'Ef191 'EQ#2
A 0-12 10YR3/3 -- SIL 2MABK MFR CW 3M .6 .8
HI 12-19 7.5YR4/6 ---- SIL 2CGR MFR CW 2M .6 .8
B2 19-24 7.5 YR 6/3 7.5 YR 5/8 C2D SCL 2MABK MFR CW 2F .4 .6
C 24-44 2.5YR4/4 5 YR 5/3 5/6 C3D SCL OM MFI CWB — 0 0
2 Boring# ❑ Boring 7 Q� 4 19
G Pit Ground surface elev. /d o/S ft. Depth to limiting factor in. Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure ;onsistence Boundary Roots GPDHI '
in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
A 0-12 10 YR 3/3 - --- SIL 2MABK ,MFR CW 3M .6 .8
B1 12-19 7.5 YR 4/6 SIL 2CGR MFR CW 2M .6 .8
B2 19-24 7.5 YR 6/3 7.5 YR 5/8 C2D SCL 2MABK MFR CW 2F .4 .6
C 24-44 2.5 YR 4/4 5 YR 5/3 5/6 C3D SCL OM MFI CW -- 0 0
'Effluent#1=BOD e>30<220 mg&and TSS>30 <150 ng&L 'Effluent#2=BOD ,<30 mg&L and TSS <30 mglL
CST Name(Please Print) Signature CST Nl ter i
PAUL R KOEHLER /w�� 225410
Address Date Evaluation Conducted Telephone Number
321 WISCONSIN DRIVE NEW RICHMOND APRIL 21 2020 715-246-2660
SBD-8330(RI I/I l)
DEREK AND ERICA HOKKANEN 012-1075-80-002 2 4
Property Owner Parcel ID# Page a
3 Boring# Q Ong 4-1-7 97.10 19
D Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure :onslstence Boundary Roots GPD/R '
In. Munson Qu.Sz. Cont.Color Gr.Sz.Sh. 'cf#1 *.F.fa 2
A 0-12 10 YR 3/3 ----- — SIL 2MABK MFR CW 3M .6 .8
BI ' 12-19 7.54/6 — - SIL 2MABK MFR CW 2M .6 .8
B2 19-24 7.5YR 6/3 7.5 YR 5/8 C2D SCL AMABK MFR ' 'CW • ., 2F, , 4 ' .6
c 24-48 2.5 YR 4/4 5 YR 5/3 5/6 C313 SCL OM MFI CW 0 0
Boring# Borirg
Pit Ground surface elev. ft. Depth to limiting factor in. SoM Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAt '
in. Munson Qu.Sz. Cont Color Gr.Sz.Sh. 'tff#1 'ER#2
Boring# g
Boring
Pit Grounder elev. A. Depth to limiting factor in.
Soil Application Rune
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl '
in. Munsell Qu.Sz. Coot Color Gr.Sz.Sh. •ER#1 -tont
•
•Effluent#1 =BOD ,>30<220 mg/L and TSS>30 <150 mg& •Effluent#2=BOO ,<30 rmg t and TSS<30 mglL
The Dept.of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
access services or need material in an alternate fprmat,contact the department at 608-266-3151 or TTY through Relay.
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Kelly Becker
From: Paul Koehler <paul@countrysideph.com>
Sent: Tuesday, November 30, 2021 7:43 AM
To: Kelly Becker
Subject: RE: Hokkanen CSM
This email originated from an external source_Verify the legitimacy before clicking links or opening; .rtt.rchment-
1" =40 feet
From: Kelly Becker [mailto:Kelly.Becker@sccwi.gov]
Sent: Wednesday, November 24, 2021 4:19 PM
To: paul@countrysideph.com
Subject: Hokkanen CSM
Hi Paul,
I am reviewing a Certified Survey Map and associated soil test for Derek Hokkanen in the Town of Erin Prairie. You
completed the soil test back in April of 2020. The site plan on the soil test is missing dimensional information and a
scale. We will need this information to approve the soil test. The CSM can not be approved without an approved soil
test. It is also unclear whether the tested area is entirely on the right lot. A scale on the soil map will help with this
determination.
Thank you,
Kelly Becker I Community Development - Land Use Technician II
1101 Carmichael Rd Hudson WI 54016
T: 715-386-4676
KelIy.Beckert sccwi.gov
ST. CRO IJNTY
i
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NORTHWEST QUARTER OF THE NORTHEAST
QUARTER,PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST
QUARTER,AND PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 36,TOWNSHIP 30 NORTH,RANGE 17 WEST,TOWN OF
ERIN PRAIRIE,ST.CROIX COUNTY,WISCONSIN.
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