HomeMy WebLinkAbout018-1083-35-000
Wi .onsin Department of Commerce SOIL AND SITE EVALUATION Page I of 3
Division of Safety and Buildings ORIGINAL accord with Comm 83.05, Wis. Adm. Code
Certified Soil Testing
Attach complete site plan on paper not less than 8 2 x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference p ' BM), direction and St. Croix
percent slope, scale or dimemsions, north arrows :and location an tance to nearest road.
Parcel l.D.#
APPLICANT INFORMATION - PI#ase print t#jnfdrmatidn.
Personal information you provide may be used tlr serondaryi gs94 (Pr`lvacy Law, s.' 15.04 (t) (m)). Reviewed By Date
Property Owne ~ Property Location
B on f 1 LG UtN, i iJjt; Govt. Lot SW 1/4 NW 1/4 S 16 T 29 N .R 17 W
Property Owner's Mailing Address T Cw Lot # Block # Subd. Name or CSM#
1011 170th St. '_OU" I'Y 35 Pheasant Hills
City State `de W one umber City nn Village ®Town Nearest Road
Hammond WI 5 18 715-796-5240 ITammond 170Th St.
New Construction Use: Z Residentia •Ntttl9ber of bedrooms 3 ❑Addition to existing building
Replacement ❑ Public or commercial describe
Code Derived daily flow 450 gpd Recommended design loading rate .3 bed, gpd/ft2 .4 trench, gpd/ft2
Absorption area required 1500 bed, ft2 1125 trench, ft2 Maximum design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2
Recommended infiltration surface elevation(s) 24" below contours ft (as referred to site plan benchmar
Additional design / site considerations install 2 - 5' x 112.5' shallow trenches on contours for 3 br
Parent material till Flood lain elevation, if applicable NA ft
S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U=Unsuitable for system Z ❑ U ® S❑ U ® SD U ® S❑ U ❑ S 2 ❑ S Xu U
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
Boring# in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 1 0-6 7.5YR 2.5/1 - sl 2 m gr mvfr cs lm .5 .6
2 6-17 7.5YR 2.5/1 - sl 2 m sbk mvfr gs lm .5 .6
Ground 3 17-39 7.5YR 4/4 - sl 2 m sbk mvfr cs lm .5 .6
elev
99.5 It 4 39-49 7.5YR 4/6 - Imcos 0 sg ml cs - .7 .8
Depth to 5 49-70 l OYR 4/6 - s/mcos 0 sg ml - - .7 .8
limiting
factor
> 70"
Remarks: occasional gr & cob below 30"
2 1 0-6 7.5YR 2.5/1 - sl 2 m gr mvfr cs lm .5 .6
2 6-20 7.5YR 2.5/1 - sl 2 m sbk mvfr gs lm .5 .6
Ground 3 20-40 7.5YR 4/4 - sl 2 m sbk mvfr cs lm .5 .6
elev
99.0 ft 4 40-72 7.5YR 4/6 - Imcos 0 sg ml - - .7 .8
Depth to
limiting
factor
> 72"
Remarks: occasional gr & cob
CST Name (Please Print) Signature: r Telephone No.
Henry F. Grote Af~ 715-665-2681 j
Address Certified of Testing Date CST Number Ref #
P.O Box 57, Knapp, WI 54749 416/2000 222774 1072
PROPERTY OWNER: Bonte, Ron SOIL DESCRIPTION REPORT Page 2 of- 13
PARCEL I.D.# Certified Soil Testing
Depth Dominant Color Mottles Structure GPD/ft2
~onsistence Boundary Roots
Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Bed Trench
3 1 0-6 7.5YR 2.5/1 - sl 2 m gr mvfr cs lm .5 .6
2 6-28 7.5YR 2.5/1 - sil 2 m sbk mvfr gs lm .5 .6
Ground
elev 3 28-60 10YR 4/4 - sil 2 m sbk mvfr cs lm .5 .6
98.4 ft 4 60-72 l OYR 4/4 f2d 7.5YR 4/6 sil 1 m sbk ml cs - .7 .8
Depth to 5 72-77 7.5YR 4/6 - is 0 sg ml - - .7 .8
limiting
factor
60"
Remarks:
4 1 0-4 7.5YR 2.5/1 - sl 2 m gr mvfr cs lm .5 .6
2 4-26 7.5YR 2.5/1 - sil 2 m sbk mvfr cw lm .5 .6
Ground
elev 3 26-52 IOYR 4/4 - sl 1 m sbk mvfr gs lm .4 .5
98.8 ft 4 52-64 7.5YR 4/4 - sl 2 m sbk mvfr cs - .5 .6
Depth to 5 64-72 l OYR 5/4 f2p 5YR 5/8 sl 0 m mvfr - - .3 .4
limiting
factor
64"
Remarks:
5 1 0-5 7.5YR 2.5/1 - sl 2 m gr mvfr cs lm .5 .6
2 5-26 7.5YR 2.5/1 - sit 2 m sbk mvfr cs lm .5 .6
Ground
elev 3 26-48 l OYR 4/4 - sl 1 m sbk mfr cs IM .4 .5
98.8 ft 4 48-66 7.5YR 4/4 - sl 2 m sbk mvfr - - .5 .6
Depth to
limiting
factor
> 66'
Remarks: ortzon as some me usions is
Ground
elev
Depth to
limiting
factor
Remarks!
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Parcel 018-1083-35-000 02/19/2008 04:02 PM
PAGE 1 OF 1
Alt. Parcel 16.29.17.607 018 - TOWN OF HAMMOND
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 - PELOQUIN, BRIAN O
BRIAN O PELOQUIN
PO BOX 1160
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description * 968 172ND ST
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 2.500 Plat: 07-086-PHEASANT HILLS 2000
SEC 16 T29N R1 7W PT SW NW PHEASANT HILLS Block/Condo Bldg: LOT 35
LOT 35 2.500AC
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
16-29N-17W SW NW
Notes: Parcel History:
Date Doc # Vol/Page Type
07/25/2005 801361 2850/457 WD
10/03/2001 658138 1731/102 WD
05/05/2000 622544 7/86 PLAT
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/22/2001
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.500 27,500 0 27,500 NO
Totals for 2008:
General Property 2.500 27,500 0 27,500
Woodland 0.000 0 0
Totals for 2007:
General Property 2.500 27,500 0 27,500
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