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ORIGINAL
N*" si n SOIL EVALUATION REPORT #2427
Page 1 of 4
Department of Commerce in accordance wit mm 85, Wis. Adm. Code
Division of Safety and Buildings Certified Soil Testing, LLC
County
Attach complete site plan on paper not less than 8'/z x 11 inches i ize. m St. Croix
include, but not limited to: vertical and horizontal reference point (B irecti d
percent slope, scale or dimensions, north arrow, and location and dista to ne st Parcel I.D.
Please print a formation. Reviewed By Dat
Personal information you provide may be used or sec(i 6 6611 'D' Law, s. 15.04 m)). G
Property Owner Property Location
Ofstie, Darin AUG 3 2007 G it. Lo NW1/4, SE1/4, S10, T28N, R15W
Property Owner's Mailing Address Lo # Block # Subd. Name or CSM4
2104 Pierce/St. Croix Road ST. CROIX COUNTY I - ~ Pond View Acres
City State Zi Code Phone Number City Village ® Town Nearest Road --T 7 Baldwin WI 54002 715-684-3299 Cady 310Th St.
New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial - Describe:
Parent material loess over till Flood plain elevation, if applicable NA ft.
General comments potential 3.75'x 120' rock cell on 100 contour (area 63-4-5-7) as upslope edge of rock w/ 2.5' sand fill w/
and recommendations: state/county approval for interpretive determination
FTI Boring # J Boring
® Pit Ground surface elev. 103.2 ft. Depth to limiting factor 0 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
1 0-4 7.5YR 3/2 - sit 2 m gr mvfr gs 1m/c .6 .8
2 4-11 7.5YR 3/2 f1f 7.5YR 3/4,5/3 si.l ~ 1 m sbk mvfr cs im .4 .6
3 11-16 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 1 f pl mvfr gs 1m/c .4 .6
4 16-24 10YR 4/3 m2p 7.5YR 5/8,4/6 Sid 0 m mvfr gs im 0 0
7.5YR 5/3
5 24-42 7.5YR 4/4 c3p 7.5YR 5/8,5/3 fsl 0 m dh - lm .2 .5
i
lacks A+4"; presumptive limit is 0"; H2 has some 2-6 mm inclusions of H3; 1 m roots to 33"; 12/5/05 pit - 12' upslope onto lot 19, flagged 19/18-1
2 Boring # Boring
❑ Z Pit Ground surface elev. 99.8 ft. Depth to limiting factor 0 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
1 0-5 7.5YR 3/2 - sit 2 m gr mvfr gs 1m/c .6 ! .8
2 5-8 7.5YR 3/2 f1f 7.5YR 3/4,5/3 sil 1 m sbk mvfr cs 1m/c .4 .6
3 8-26 10YR 4/3 75YR m2p .5YR 5/3 4/6,5/8 sil 0 m mvfr cs lm 0 .2
4 26-44 7.5YR 4/6 m2p 7.5YR 5/8,5/3 fsl 0 m dsh - - .2 .5
lacks A+4'; presumptive limit is 0"; H3 is clay rich, almost sicl; 12/5/05 pit
" Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 15 /L luent 2 = BODS < /L and TSS < 30 mg/L
CST Name (Please Print) Sig at e: CST Number
Henry F. Grote 222774
Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave. Menomonie, WI 54751 12/5/2005 715-233-0398
SBD-8330 (R.07/00)
Property Owner Ofstie, Darin Parcel ID # 100 18 Page 2 of 4
3 !r Boring
❑ Boring # Pit Ground surface elev. 101.2 ft. Depth to limiting factor 15 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. COIa Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10YR 3/3 - sil 1 m sbk mvfr cs im/c .4 .6
2 10-15 10YR 4/4 - sil 1 m sbk mvfr gs 1M .4 6
f2d 7.5YR 4/6
3 15-26 7.5YR 4/4 10YR 6/3 s1 0 m mvfr gs 1M .2 .6
4 26-46 5YR 4/4 c3d 10YR 6/3 sl 0 m mvfr - lm .2 6
i
marginal A+4"; 1 m roots to 35"; 2/15/06 pit
4 - Boring
Boring #
Pit Ground surface elev. 102.1 ft. Depth to limiting factor
❑ 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. *Eff#t *Eff#2
1 0-8 10YR 3/2 - sil 1 f-m sbk mvfr cs lm .4 .6
2 8-11 10YR 3/2 fld 7.5YR 4/6,5/3 sil 1 m sbk mvfr cs lm .4 .6
3 11-22 10YR 5/3 c2p 7.5YR 5/3 sil 2 m pi mvfr gs 1m 0 .2
4 22-30 7.5YR 4/4 c2p 7.5YR 5/8,5/3 sl 0 m mvfr gs 1m .2 .6
5 30-42 5YR 4/4 c3d 10YR 6/3 51 0 m mvfr - - 2 6
i
lacks A+4"; presumptive limit is 0"; 1 m roots to 28"; 2/15/06 pit
r, Boring
F-1 Boring # X Pit Ground surface elev. 98.5 ft. Depth to limiting factor 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. *Eff#t *Eff#2
1 0-6 10YR 3/2 - sil 1 m sbk mvfr cs 1m/c .4 .6
2 6-10 10YR 3/2 f2f 7.5YR 5/3 sii 1 m sbk mvfr cs 1m/c .4 .6
flf 7.5YR 4/6
c2d 7.5YR 4/6
3 10-18 10YR 5/4 10YR 6/3 sil 1 m-c sbk mvfr gs 1M .4 .6
4 18-24 10YR 4/3 m2p 7.5YR 5/8,5/3 sl 0 m mvfr gs lm .2 .6
5 24-36 7.5YR 4/4 m2p 7.5YR 5/3 sl 0 m mvfr - im .2 j 6
I
lacks A+4"; presumptive limit is 0"; H3 redox features become f3p below 14"; 1 m roots to 32'; 2/15/06 pit flagged 18-2 as it was second pit dug
that day
* Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 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.
SBD-8330 (R.07/00) Certified Soil Testing, LLC
Property Owner Ofstie, Darin Parcel ID # lot 18 Page 3 of 4
❑ Boring
6 Boring # Pit Ground surface elev. 99.3 ft. Depth to limiting factor 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-9 7.5YR 3/2 - sil 2 m gr mvfr cs 1M/c .6 .8
2 9-12 10YR 5/4 f2d 7.5YR 4/6 sil 1 m pl mvfr gs 1m .4 .6
3 12-17 10YR 5/4 c2d 7.5YR 4/6 sil 1 m sbk mvfr gs lm .4 .6
4 17-28 7.5YR 4/4 c2p 7.5YR 5/8,5/3 sl 0 m mfr gs lm .2 .6
5 28-42 5YR 4/4 c2p 7.5YR 5/8,5/3 sl 0 m mfi - if .2 .6
lacks A+4"; presumptive limit is 0"; 1 f roots to 34"; 12/4/06 pit
[j Boring
❑ Boring # Pit Ground surface elev. 99.0 ft. Depth to limiting factor 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 I 'Eff#2
1 0-9 7.5YR 3/2 - sil 2 m gr mvfr cs im 6 8
2 9-12 10YR 5/4 f1f 7.5YR 4/6,5/3 sil 1 m pl mvfr gs lm .4 .6
3 12-18 10YR 5/4 f2d 7.5YR 4/6,5/3 sil 1 m sbk mvfr gs 1m .4 .6
4 18-30 7.5YR 4/4 c2d 7.5YR 5/8,5/3 sl 1 c sbk mvfr gs lm .4 .7
5 30-43 5YR 4/4 f2p 10YR 6/3 sl 0 m mfi - lm .2 .6
lacks A+4"; presumptive limit is 0"; 1 m roots to 34"; 12/4/06 pit
' Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 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.
SBD-8330 (R.07/00) Certified Soil Testing, LLC
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Safety and Buildings
13 E SPRUCE STREET
commerce.wi.gov CHIPPEWA FALLS WI 54729
RECEIVED TDD (608) 264-8777
isconsin w~ti~ commerce wi /
Department of Commerce JUN 2 5 2007 wHtiv.wisconsinsin.go.gov
Jim Doyle, Governor
ST. CROIX COUNTY Mary P. Burke, Secretary
January 04, 2007
CUST ID No. 222774 ATTN. POWTS Building Inspector
HENRY F GROTE ZONING OFFICE
CERTIFIED SOIL TESTING ST CROIX COUNTY SPIA
E4366 353RD AVE 1101 CARMICHAEL RD
MENOMONIE WI 54751 HUDSON WI 54016
(Please forward a copy of this letter to the fire
department conducting inspections of this project.)
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 01/04/2009 Identification Numbers
Transaction ID No. 1354177
SITE: Darin Ofstie Site ID No. 721419
Town of Cady, St Croix County Please refer to both identification
NE 1/4, SE 1/4, S1 , N, R15W numbers,' above, in all
Lots: 4, 16, 17, an 18 Subdivision: Pond View correspondence with the agency.
Acres ~GCI l
FOR:
Object Type: Soil Saturation Determination Regulated Object ID No.: 1112240
The submittal described above has been reviewed for conformance with applicable Wisconsin
Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY
APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible
for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy
or use:
1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the
depth to seasonal soil saturation based on an interpretive determination process. Approval of the
interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to
designate the ground surface as the highest level of soil saturation when redoximorphic features
are less than 4 inches below the bottom of the A horizon.
2. The estimated highest level of prolonged soil saturation approved under this determination is
6 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil
is required for adequate treatment and dispersal.
3. The basal soil application rate for the mound shall be < 0.20 gpd/sf, and the linear loading rate
< 4.0 gpd/ft.
4. Chisel plowing to a depth of 12-16 inches immediately prior to sand placement is required to
improve vertical water movement into the soil solum.
COUNT
POND V.
LOCATED IN PART OF THE NORTHWi
OF THE NORTHEAST 1/4 OF THE SI
NORTH, RANGE 15 WEST, TOWN OF
S28ro2'03-W
6S.os'
TO CENTER OF
EASEMENT
llNPL&TIED LAND
EAST-WEST 1/4 LINE
i i
LOT 10 j D' -3-3'\11 ~1 LOT 9 III BENCHMARK Tt
OF 3/4- IRON
t22&04 FEEI
\ \
LOT 8
LOT 11 \ d
\ \
J HWE=1194.53 \
/ ~BENHMARIC Top " \ 66, \ \
OF 3/4- IRON PIN
\ { 1201.46 FEET D 1 ~
LOT 13 LOT 12 LOT 6
1 1 I
LOT 14
33' 33
Z~ J I ~ ' ~~43rd AVENUE 02_
I I _ - - I 33' 33' Ir ` X75
o:
I I ~
W I
o LOT 15 LOT 18
LOT 21
z LOT 19 i o
LOT 17 N14'51'44'W /L
89.23'
TO CENTER OF µ
LOT 16 EASEMENT U / LOT 20
6• /
I
UNPLATTED LANDS
NOTES:
BEARINGS REFERENCED TO THE EAST LINE OF THE SOUTHEAST 1/4 ASSUMED
TO BEAR SOD'S3'24'W.
BENCHMARK ELEVATIONS REFERENCED TO THE NORTH AMERICAN VER11CAL DATUM GENERAL NOTICE STATEMENT:
1988 (NAw ea).
LOTS MAY BE SUBJECT TO FUTURE SPECIAL ASSESSMENTS FOR ANY UPGRADES AND ANEACH PARCEL S14OWN ON THIS MAP (PLAT)
D TOWNSHIP LAWS, RULES AND REGULAT IONS (Ij SUBJECTE TO S7ATM COUNTY,
IMPROVEMENTS TO THE ROAD. LOT SIZE, ACCESS TO PARCEL, ETC.) BEFORE PURH=c OR p MEyF1ppNG
ANY PROPOSED OSNRBANCE OF SLOPES 20% OR GREATER NOT IDENTIFIED ON THE AN
AR OF LAND APPROPRIATE TOYMABOMD FOR ADVICECOUZONNG OFFICE
ANY D THE
APPROVED PLAT OR CSM THAT IS EXCLUDED AND NOT COVERED BY THE ESCROW
MONEY ARE REWIRED TO APPLY FOR AND RECEIVE A SEPERATE SPECIAL EXCEPTION UTILITY E,
PERMIT. THIS PERMIT IS APPLIED FOR THROUGH THE ZONING OFFICE AND IS RENEWED DRAINAGE EASEMENT NOTE: _
THROUGH A PUBLIC HEARING PROCESS BY THE ST. CROIX COUNTY BOARD OF
ADJUSTMENT. NO OWNER OR RESIDENT SHALL DO ANYTHING WHICH WOULD INTERFERE WITH IHSTAUJ~710OR BURIED N WOULD MST
SETBACKS FRONT = 50' (UNLESS OTHERWISE NOTED OR CHANGE THE OPERATION OF THE APPROVED COMPMENSINT WATER N90N ALONG ANY LOT UI
REAR 25' ) DRAINAGE AND SOIL EROSION PLAN FOR THIS PLAT. THIS IN0.UDES BUT IS OF CA SURVEY STAKE BY A
SIDE = 22 (COMBINED NOT LIMITED TO BUILDING UPON, OSSIRUCTNG, ALTERWG, FILLING, OR 236.32 WISCONSIN STATUT
• FRONT SETBACK MEA) EXCAVATING OR PLANTING IN AN), POND FROM R-O-W DITCHES. WATER RUNWAYS. WATER CULVFRRMBERMS OR GRASS SEEDWGS. PS~FORIH ARE FOR THE
/PUBLIC UTILITIES