HomeMy WebLinkAbout024-1015-10-000 y
Wisconsin Department of Commerce SOIL AND15VAL ATION Page 1 of 4
Division of Safety and Buildings f
in accord with~or`1i m 83.05, Wis. . Code
A.C.E. Soil & Site Evaluations
Attach complete site plan of paper not less than 81% x 11 inches in size Plan rrWst County St. Croix
include, but not limited to: vertical and horizontal reference point (BMX directim.-aW -
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel l.D.#
APPLICANT INFORMATION - Please print all infonnation. 024- 15-10 117# 9.29.17.81A
. evi u J D t
Personal information you provide may be used for secondary purposes (Privac~Tl~aw, s. i 4 fY~I n}}
I A
Property Owner Property Location'
Bill & Margaret Schultz bout L_ot NE 1/4 NE 1/4 S 9 T 28 N, 17 W
Property Owner's Mailirt Ad ress Lot # Block # Subd. Name or CSM# C_
490 County Rd. Tg C S -Y' a-Af f S.- Prop sed CSM
City State Zip Code PhoneNumber El City ❑ Village ZTown Nearest Road
Hammond WI 54015 715-796-5218 Pleasant Valley County Road 43
4N;w Cons c` Use: Z Residential / Number of bedrooms ~Addiiorl to existing building
t E] Public or commercial describe St C r~ r+-~!
aily fkfav 450 gpd Recommended design loading rate .5 bed, gpd/f .6 trench, gpd/fl?
Absorption area required 900 bed, flz 750 trench, ftz Maximum design loading rate .5 bed, gpd/ftz .6 trench, gpd/ttz
Recommended infiltration surface elevatim(s) 99.0' at 22" above 97.171 contour. It (as referred to site plan benchmark)
Additional design /site considerations "'*'ht for replacement mound only, requiring 22" of sand lift. Mound to be installed in a "cresent" shape
Parent material Glacial till Flood ain elevation, if applicable NA ft
S--Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
able e for system ❑ S ®u ®S ❑ u ❑ S U ❑ S ®U ❑ S ®D ❑ S ® U
U=Unsuit
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPDIft2
Boring# Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench
1 1 0-8 10yr4/3 None sl 2fcr mfr as 2f 0.5 0.6
~~'cl 2 8-14 10yr4/6 None sl 2msbk mfr aw if 0.5 0.6
round 14-29 1 Oyr5/4 f2d 7.5 4/6 sl 2msbk mfi cw if 0.5 0.6
elev 3 ~
98.61' ft 4 29-41 7.5yr4/6 mPLd 1yr0yr6/3& scl Om dsh - - NP 0.2
Depth to
liming
factor
14" A-11
Remarks:
2 1 0-9 1Oyr4/3 None A 2fcr mfr as 2f 0.5 0.6
2 9-17 10yr4/6 None A 2msbk mfr aw if 0.5 0.6
Ground 3 17-30 10yr5/4 f2d 7.5yr4/6 sl 2msbk mfi cw if 0.5 0.6
elev yyr55
/ scl Om dsh - - NP 0.2
97.01' ft 4 30-45 7.5yr4/6 mmZd 10yr6 &
Depth to
limiting
factor
17"
Remarks:
CST Name (Please Print) Signa Telephone No.
James K. Thompson 715-248,7767
Address AC.E.Soil & Site Evaluations Date CST Number Ref #
340 Paulson Lake Lane, Osceola, 54020 4/20/00 3602 1208
PRIbPERTY OWNER Bill & Margaret Schultz Buyer: Mike wag,9OlL DESCRIPTION REPORT 1208 Page 2 of 4
PARCEL 1.09 024-1015-10 ID# 9.29.17.81A A.C.E. Soil & Site Evaluations
Horizon Depth Dominant Color Mottles structure sRoofs
in. Munsetl Qu. Sz Cant Cola' Texture Gr. Sz Sh. Bed Trench
3 1 10yr4/3 None A 2fcr mfr as 2f 0.5 0.6
2 8-17 10yr4/6 None A 2msbk mfr aw if 0.5 0.6
Ground
elev 3 1 -31 10yr5/4 fZd 7.5yr4/6 sl 2msbk mfi cw if 0.5 0.6
96.02' ft m3p 7.5yr5/8 & NP 0.2
4 31-45 7.5yr4/6 m2d 10yr6/3 scl Om dsh
Depth to
limiting
factor
17"
l~
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
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SOIL AND SITE EVALUATION 1208 Page I// of 4
PROPERTY OWNER Bill & Margaret Schultz Buyer: Mike Wagner
PARCEL I.D.# 024-1015-10 ID# 9.29.17.81A A.C.E. Soil & Site Evaluations
REPORT MEMO
Several soil pits were evaluated throughout the property with only one site being found that has the potential to be suitable for a
mound septic system installation.
The soil profile description of the adjoining report indicates that this site is suitable for a replacement mound system, but would not
be suitable for a sytem to serve a new residence based on current code standards. There are two possiblities that could render this
site suitable for a mound system to serve a new residence:
1) There is an anticipated code change proposed for implimentation later this summer that would allow a mound
system serving a new reidence to be installed at this site.
2) Install a privy on the site and then apply for a "replacement" mound system permit. Current code allows a
mound system to be located on sites like this, but there is additional expense and time required to obtain needed
approvals.
Again, before sanitary and buuilding permits can be obtained for a new residence on this property, one of the above 2 criteria must
occur.
Parcel 024-1015-10-000 04/17i2007 04:05
PAGE 1 OF 1
F 1
Alt. Parcel 9.28.17.81A 024 - TOWN OF PLEASANT VALLEY
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - SCHULTZ, WILLIAM G & MARY M
WILLIAM G & MARY M SCHULTZ
490 CTY RD T
HAMMOND WI 54015
I
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description 490 CTY RD T
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
w
Legal Description: Acres: 30.000 Plat: N/A-NOT AVAILABLE
SEC 9 T28N R17W NE NE fix( c'SM 413 Block/Condo Bldg:
TOWNSHIP PLEASANT3 VALLEY.
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
09-28N-17W
Notes: Parcel History:
Date Doc # Vol/Page Type
11/24/1998 592388 1380/328 WD
07/23/1997 1080/592 D
07/23/1997 960/536
Gin
2007 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 04/20/2006
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.000 24,000 141,800 165,800 NO
AGRICULTURAL G4 26.790 3,100 0 3,100 NO
UNDEVELOPED G5 1.210 200 0 200 NO
Totals for 2007:
General Property 30.000 27,300 141,800 169,100
Woodland 0.000 0 0
Totals for 2006:
General Property 30.000 27,300 141,800 169,100
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch 117
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00