HomeMy WebLinkAbout026-1058-20-000
Wisconsil Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor ar_, Human Relations
Division of Safety & Buildings In % 10 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less /2 11 hes in an must include, but St. Croix
not limited to vertical and horizontal refers int (BI andf lope, scale or PARCEL I.D. #
dimensioned, north arrow, and location a ance to nears' ~stt ad. 026-1058-20
4 . I
APPLICANT INFORMATION-PLEA IN LINO / TIOIN',' R DATE
PROPERTY OWNER: ROPERTY LOCATION
Roger 01 i„ OAFI,-E GOVT. LOT 1/4 1/4,S 19 T 30 ,N,R 18 K(or) W
PROPERTY OWNERS MAILING ADDRESS ;/,d , LOT # BLOCK # SUBD. NAME OR CSM #
924 140th. Ave. j T na na na.
CITY, STATE ZIP CODE PHO ❑CITY ❑VILLAGE [MOWN NEAREST ROAD
New Richmond WI. 54017 (7A 246-5201
New Construction Use [ ] Residential / Number of bedrooms 3 [ ] Addition to existing building
Jx] Replacement [ ] Public or commercial describe_D ~ ~ v► cu,~~z . y 111? 7- 9,P
Code derived daily flow 450 gpd Recommended design loading rate ___7_bed, gpd/ft2___,g_trench, gpd/ft2
Absorption area required 643 bed, ft2 563 trench, ft2 Maximum design loading rate ___7 _bed, gpd/ft2__ELtrench, gpd/ft2
Recommended infiltration surface elevation(s) 95 _ m ft (as referred to site plan benchmark) Sid
Additional design / site considerations - - - y - 2
Parent material stream terrace Flood plain elevation, if applica e_ na ~d gfi
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE INC, TANK
U = Unsuitable fors stem :E1 S ❑ U aS ❑ U CAS ❑ U RI S ❑ U [as ❑ U ❑ S o u
SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-9 10 r5 4 none S1 2r-P1 mfr 9W 2f np .2
2 9-24 10 r4 4 none S1 9.r-.--'hk mvfr aw if _C; -6
Ground 3 124-40 7.5 r4 4 none
elev.
99-4. 4 40-90 7.5 r4/4 none cos os
Depth to
limiting i/
factor
+CIO
Remarks:
Boring #
1 0-10 10 r3 2 none S1 2c--pl mfr 2f n .2
'
2 10-20 10 r4 4 none sl lcsbk mfr aw if .4 :.5
Ground 3 20-32 7.5 r4 4 none s
elev.
9A . 1 ft 4 132-80 7.5 r4 6 none cos os mvfr na na .7 .8
.
Depth to
limiting
factor
+Rn„
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200 Ave. New ich d WI 54017
Signature: Date: CST Number: m02298
5-21-97
PROPERTYOWNER Roger & Gay Thompson SOIL DESCRIPTION REPORT Page 2 ~o~ 3 '
PARCEL I.D. # 026-1058-20
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon in. Munsell Ou. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Bourxf<iry Roots Bed Trends
1 0-13 10 r3 2 none sil 2m r mfr Cfw 2f .5 .6
3
2 13-30 10 r4/4 none sl lcsbk mfr 2f .4 .5
Ground 3 30-52 7.5 r4/4 none sicl lcsbk mfr qrw if .2 .3
elev.
99.4 ft. 4 52-92 7.5 r4 4 none cos os mvfr na na .7 .8
Depth to
limiting
factor
+92"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
4
STEEL'S SOIL SERVICE
Gary L. Steel Roger Thompson 1554 200th Ave.
CSTM2298 1 1 New Richmond, WI 54017
MPRSW 3254 SE4SW4 S19-T30N-Rl8W bOrS (715) 246-6200
I u)
N
1"=40'
BM.= top of concrete apron garage door C el. 100' 1k`j141
Alt. BM.= base of Elm tree C el. 99.50' Q
0'
1A I
b'3
-
lob
V
Gary L. Steel
5-21-97
` 5[ CRD~x COUNTY
JA#A
PLANNING & ZONING
March 6, 2008
Roger Thompson
924 140th Ave.
New Richmond, WI 54017
Code Administration
715-386-4680 RE: Parcel # 026-1058-20-000 - Computer #19.30.18.290i
Land Information & Dear Mr. Thompson:
Planning
715-386-4674
The above parcel currently has a Soil and Site Evaluation Report on file with the
Real Property Planning and Zoning Department that indicated the need for a replacement of the
715-386-4677 existing Private On-site Wastewater Treatment System (POWTS). Enclosed is a copy
Recycling of the report for your review.
715-386-4675 The soil report was completed on 5/21/97 by Certified Soil Tester Gary Steel, but as
yet no permit has been issued for a replacement POWTS. Department staff will be
conducting a site visit this spring to determine if there is any visible indication of a
POWTS failure, such as surface discharge of wastewater, on your property.
We will notify you of any findings of POWTS failure, which will be documented as a
violation of Sanitary Code 12.1.F.4.d & e. Please feel free to contact us if you have
concerns regarding POWTS maintenance or how to proceed with replacement of the
POWTS servicing this dwelling.
Sincerel ,
c
Pamela Quinn
Zoning Specialist
Enc.
ST. CRO/X COUNTY GOVERNMENT CENTER
1 10 1 CARMICHAEL ROAD, HUDSON, W1 54016 715-386-4686 FAX
Parcel 026-1058-20-000 07/11/2005 03:09 PM
PAGE 1 OF 1
Alt. Parcel 19.30.18.2901 026 - TOWN OF RICHMOND
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): * = Current Owner
* THOMPSON, ROGER L & GAY A
ROGER L & GAY A THOMPSON
924 140TH AVE
NEW RICHMOND WI 54017
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 924 140TH AVE
SC 3962 NEW RICHMOND
SP 8020 UPPER WILLOW REHAB DIST _L
SP 1700 WITC
Legal Description: Acres: 0.000 Plat: N/A-NOT AVAILABLE
SEC 19 T30N R18W COM 1041'W OF S 1/4 Block/Condo Bldg:
COR N 175' TO POB N 141' WLY ON S LN CSM
2/43 TO RIVER SLY ON RIVER TO PT N81 DEG Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
W OF A PT N88DEG W 28.81' FROM POB TH 19-30N-18W
S81 DEG E 490.71' MOL TO SD PT TH N88 DEG
E 28.81' TO POB
Notes: Parcel History:
Date Doc # Vol/Page Type
2005 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 04/22/2003
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 0.000 54,000 88,400 142,400 NO
Totals for 2005:
General Property 0.000 54,000 88,400 142,400
Woodland 0.000 0 0
Totals for 2004:
General Property 0.000 54,000 88,400 142,400
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch 217
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00