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ORIGINAL #2517
r. V'fimonWn SOIL EVALUATION REPORT
in accordance with m 85, Wis. Adm. Code Page 1 of 3
Department of Commerce
Division of Safety and Buildings Certified Soil Testing, LLC
Attach complete site plan on paper not less than 8'/Y x 11 inches i ze. mu County St. Croix
include, but not limited to: vertical and horizontal reference point (B , irecti
percent slope, scale or dimensions, north arrow, and location and distan to ne est r d. Parcel I.D.
8-
Please prin all irmation. Reyi®w d B Date f O
Personal information you provide maybe used for s d~ry~i W Pjivacy L w, s.15.04 (m)).
Property Owner roperty Location UL/
Ofstie, Darin !_oJ of NW1/4, SE1/4, S1 R 5W
Property Owner's Mailing Address of # Block # Subd. Name or CSM ! V' /
2104 Pierce/St. Croix Road ST. CROIX COUNTY Pond View Acres ffu~v-
City State i Code Phone Number City ❑ Village ® Town Nearest !qA,
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 mound on 98.0 contour as upslope edge of rock w/ 2.5' sand fill w/
and recommendations: state/county approval for interpretive determination
❑ Boring
1 Boring #
® Pit Ground surface elev. 97.4 ft. Depth to limiting factor 0 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
1 0-5 7.5YR 3/2 - sil 2 m gr mvfr cs 1f/m .6 .8
2 5-9 7.5YR 3/2 - sil.' 2 f sbk mvfr cs lm .6 .8
3 9-12 10YR 5/3 c2p 7.5YR 4/6 sil 2 f-m pl mvfr gs 1m 0 .2
4 12-18 10YR 5/3 m2p 7.5YR 4/6,5/8 sil 1 m-c sbk mvfr gs 1m .4 .6
5 18-30 10YR 5/3 m2p 7.5YR 5/8,4/6 sil 0 m mvfr - im 0 .2
lacks A+4"; presumptive limit is 0"; very occasional f gy si coats on peds in H2; H5 is clay rich and grades to -scl below -26"; 1 m roots to 28"
❑ Boring
2 Boring #
® Pit Ground surface elev. 95.4 ft. Depth to limiting factor 0 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft=
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
1 0-7 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m .6 .8
2 7-10 10YR 5/3 f2d 7.5YR 4/6 sil 1 f pl mvfr cs 1m .4 .6
3 10-18 10YR 5/3 c2p 7.5YR 4/6,5/8 sil 1 m-c sbk mvfr gs im .4 .6
4 18-36 10YR 5/3 m3p 7.5YR 4/6,5/8 sil 0 m mfr - im 0 .2
lacks A+4"; presumptive limit is 0"; A is gritty w/ s & c rich in the 20-24" range (-scl); 1 m roots to 36"
` Effluent #1 = BOD5> 30 < 220 mg/L and TSS >00 < 150 m /L uent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sign ur CST Number
Henry F. Grote 222774
Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave. Menomonie, WI 54751 12/4/2006 715-233-0398
SBD-8330 (R.07/00)
Property Owner Ofstie, Darin Parcel ID # Pending lot 1 Page 2 (1 3 +
i
3 Boring
Boring # Z. Pit Ground surface elev. 97.6 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. Colo Gr. Sz. Sh. 'Eff#1 I `Eff#2
1 0-6 7.5YR 3/2 - sil 1 m gr mvfr cs 1M .4 .6
2 6-10 10YR 5/4 f1f 7.5YR 4/6 sil 1 m sbk mvfr gs 1m .4 .6
3 10-16 10YR 5/3 c2d 7.5YR 4/6 sil 1 m-c sbk mvfr gs 1M .4 .6
4 16-21 7.5YR 4/4 c2p 7.5YR 5/8,5/3 sl 0 m mfi gs lm .2 .6
5 21-36 7.5YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m dh - lm .2 .6
lacks A+4"; presumptive limit is 0"; 1 m roots to 25"
Boring
F~l Boring # X- Pit Ground surface elev. 100.0 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#l •Eff#2
1 0-3 7.5YR 3/2 - sil 2 m gr mvfr gs 1f/m .6 .8
2 3-9.5 7.5YR 3/2 - sil 1 m sbk mvfr Cs 1m .4 .6
3 9.5-11 10YR 5/4 - sil 1 m sbk mvfr gs 1m .4 .6
4 11-15 10YR 5/4 f2d 7.5YR 4/6 sil 1 m sbk mvfr gs 1M .4 .6
5 15-24 7.5YR 4/4 c2d 7.5YR 5/3 sil 2 m sbk mvfr cs 1M .6 .8
6 24-39 5YR 4/4 c3d 10YR 6/2 sl 0 m dvh - 1m .2 .6
lacks A+4"; presumptive limit is 0"; occasional gr & cob below 21'; H4 sbk occasionally parts to 1 f pl; 1 m roots to 36"
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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COUNT
Po ND V.
LOCATED IN PART OF THE NORTHWI
OF THE NORTHEAST 1/4 OF THE SH
NORTH, RANGE 15 WEST, TOWN OF
526'02'OY
6506'
TO CENTER OF
I EASEMENT
!tNPLATIM 1ANaS
EAST-WEST 1/4 LINE
LOT 9
LOT 10
/ ` \ \ 1 \ \ BENCHMARK 04 FROM
~ \ \ \ ~0 LOT 8
\ I
\
LOT 11
¢I = \ \ \ \
\ \
J HWE=1194.53 \
) \
\ \
\~BENGHMARK TOP ~°-.r/ \ ~ 661
OF 3 IRON PIN
\O~ 1
12011.4.46 FEET ° 1 \
LOT 13 LOT 12 1 1~ 1A I LOT 6
I I
WT-J4 ----j I I L
j 33 33-
C8 n in - UL)
n ~ ~
LJ `C9 J -43rd A`~ C12_
a J ' I -.,~y tO - - 33' 33' f - CIS
Z) \ \ i/ I W I I \
a LOT 15 LOT 18 I F
. I I Fn I I LOT 21
z LOT 19 I i M
LOT 17 N14 1.44-W
89.23'
LOT 16 TO CENTER LOT 20
EASEMENT
I
UNPLATTE° LANDS
NOTES:
BEARINGS REFERENCED TO THE EAST LINE OF THE SOUTHEAST 1/4 ASSUMED
TO BEAR 5005324•W.
BENCHMARK ELEVATIONS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM GENERAL NOTICE STATEMENT:
1988 (NAw e6).
LOTS MAY BE SUBJECT TO FUTURE SPECIAL ASSESSMENTS FOR ANY UPGRADES AND AND EACH PARS TOWNSHIP LAWS, SHOWN RU RULES THIS MAP (PLAT) IS SUBJECT TO STALE, COUNTY,
IMPROVEMENTS TO THE ROAD. LOT ARCEL ACCESS TO OF LAND. CONTACT TA T AND TH E T. REGULATI - ONS (I.E WETLANDS, MINIMUM
ZONING 7~NG
SS COUN7y
ANY PROPOSED OSIURBANCE aF SLOPES 20X OR GREATER NOT IOENTIFlED ON THE AND ANY PTHE APPROPRIATE TOWN BOARD FOR ADNCE
APPROVED PLAT OR SM THAT IS IXCWDED AND NOT COVERED BY THE ESCROW FOR
AND PERMIT. ARTHISE CPERMIT SDAPPLIED FOR THRgU TINE °"OFFI D °`~E ED DRAINAGE EASEMENT NOTE- UTILITY E,
THROUGH A PUBLIC HEARING PROCESS BY THE ST. CROIX COUNTY BOARD OF _ OR BURIED CABIL
ADJUSTMENT. NO OWNER OR RESIDENT SHALL DO ANYTHING WHICH WOULD INTERFERE TWIN INSTALLATION WOULD DISK
SETBACKS: FRONT a 50' (UNLESS OTHERWISE NOTED) OR CHANGE THE OPERATION OF 771E APPROVED COMPREHENSIVE WATER VISION ALONG ANY LOT Lit
REAR 25' ) DRAINAGE AND SOIL EROSION PLAN FOR TINS PLAT. 1HIS INCLUDES BUT 5 OF A SURVEY STAKE BY A
SIDE NOT LIMITED TO BUILDING UPON, OBSTRUCTING, ALTETING, Fpl NG, OR 236.32 WISCONSIN STATUT
25 (COMBINED) EXCAVATING OR PLANTING IN ANY POND EASEMENTS, WATER DRAINAGE SET FORTH ARE FOR THE
• FRONT SETBACK MEASURED FROM R-O-W DITCHES WATER RUNWAYS, WATER OULYER7S, BERMS ON GRASS SEEDING& PRIVATE
/PUBLIC UTILITIES
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ORIGINAL
` Vhkmnsin #2518
SOIL EVAL ATION REPORT
Department of Commerce in accordance mm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Certified Soil Testing, LLC
Attach complete site plan on paper not less than 8% x 11 inches in ' e. P t County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), irectio nd
percent slope, scale or dimensions, north arrow, and location and distan to ne d. Parcel I.D.
pending lot 15
Please print all info=ation
Reviewed By Date
Personal information you provide may be use for seQdo~sescy La , s. 15.04 ) (m)),
Property Owner P operty Location
Ofstie, Darin AUG Q 3 2007 G vt. Lot NW1/4, SE1/4, S10, T28N, R15W
G~
Property Owner's Mailing Address L t # Block # Subd. Name or CSM#C d
2104 Pierce/St. Croix Road ST. CROIX COUNTY ( Pond View Acres
City State Z Number ❑ City ❑ Village ® Town Nearest Road
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 4'x 112.5' rock cell mound on 100.0 contour as upslope edge of rock w/ 2.5' sand fill w/
and recommendations: state/county approval for interpretive determination
1 Boring # ❑ Boring
N Pit Ground surface elev. 99.4 ft. Depth to limiting factor 0 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 *Eff#2
1 0-6 7.5YR 3/2 - sil 1 f-m sbk mvfr cs 1M .4 .6
2 6-8 7.5YR 3/2 f2f 7.5YR 4/6,5/3 sitM 1 m sbk mvfr cs lm .4 .6
3 8-14 10YR 5/4 c2p 7.5YR 5/8,5/3 sil 1 m sbk mvfr gs lm .4 .6
4 14-22 7.5YR 4/4 c2p 7.5YR 5/8,5/3 sl 1 m pl mvfr gs 1M .4 .6
5 22-34 7.5YR 4/4 c2p 7.5YR 5/8,5/3 sil 0 m mfr - - 0 .2
lacks A+4"; presumptive limit is 0"; H4 is often 1 m-c sbk which typically parts to 1 m pl; soils are c rich below 14"
❑ Boring
Z Boring #
® Pit Ground surface elev. 100.2 ft. Depth to limiting factor 0 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft=
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 7.5YR 3/2 - sil 2 m gr mvfr cs 1M .6 .8
2 10-13 10YR 5/3 f2d 7.5YR 4/6 sil 1 f pl mvfr gs 1M .4 .6
3 13-16 10YR 5/3 c2d 7.5YR 4/6 sil 1 m sbk mvfr gs im .4 .6
4 16-24 10YR 5/4 m2p 7.5YR 4/6,5/3 sil 1 m sbk mvfr gs lm .4 .6
5 24-34 7.5YR 4/4 m2p 7.5YR 5/8,5/3 sl 0 m mfr gs 1M .2 .6
4-44
6 3 7.5YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m mvfr lm .2 .6
lacks A+4"; presumptive limit is 0"; 1 m roots to 37; H6 is near field capacity
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 m LL -;,Effluent = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sign t r : CST Number
Henry F. Grote '~M 222774
Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave. Menomonie, WI 54751 12/4/2006 715-233-0398
SBD-8330 (R.07/00)
Property Owner Ofstie, Darin Parcel ID # Pending lot 15 Page 2 of 3 ,
Boring
FT] Boring # Z Pit Ground surface elev. 99.0 ft. Depth to limiting factor 0 in.
Z Soil Application Rat
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 0-9 7.5YR 3/2 - sil 1 f-m sbk mvfr cs 1m .4 .6
2 9-11 10YR 5/4 f2f 7.5YR 4/6 A 1 m sbk mvfr gs lm .4 .6
3 11-16 10YR 5/4 c2d 7.5YR 4/6 A 1 m sbk mvfr gs lm .4 .6
4 16-21 7.5YR 4/4 c2p 7.5YR 5/8,5/3 sl 1 m-c sbk mvfr gs 1m .4 .7
5 21-40 7.5YR 4/4 c2p 7.5YR 5/8,5/3 sl 0 m mvfr - lm .2 .6
lacks A+4"; presumptive limit is 0"; 1 m roots to 34"; side seeps below 33"
FZ] _I Boring
Boring # x Pit Ground surface elev. 98.3 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 7.5YR 3/2 - sil 1 f-m sbk mvfr cs lm .4 .6
2 8-14 10YR 5/4 f2d 7.5YR 4/6,5/3 sil 1 m sbk mvfr gs im .4 .6
c2p 7.5YR 4/615/8
3 14-23 10YR 5/4 7.5YR 5/3 sil 0 m mvfr gs lm 0 .2
c2p 7.5YR 5/8,4/6
4 23-34 7.5YR 4/4 7.5YR 5/3 sl 0 m mfr gs 1m 2 6
5 34-44 7.5YR 5/1 f2p 7.5YR 5/8 Sid 0 m mfi - - 0 0
lacks A+4" limit is 0"• 1 m roots to 34"• near field capacity
presumptive below 23"; side seeps below 30"
F5 Boring
Boring # - X Pit Ground surface elev. 100.8 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 I -Eff#2
1 0-4 10YR 2/2 - sil 2 f sbk mvfr cs lm .6 .8
2 4-8 10YR 2/2 c2d 7.5
5YR YR 5/33/4 sil 1 m sbk mvfr cs 1m .4 .6
3 8-14 10YR 4/3 m2p 7.5YR 4/6,5/3 sil 0 m mvfr gs 1m 0 .2
m3p 7.5YR 4/6,5/8
4 14-20 10YR 4/4 7,5YR 5/3 Sid 0 m mfr gs lm 0 0
c2p 7.5YR 5/8,4/6
5 20-40 7.5YR 4/4 7.5YR 5/3 scl 0 m mfr - 1m 0 0
original 15-1, 12/5/05 pit 19' upslope from pit 15-3; lacks A+4"; presumptive limit is 0'; 1 m roots to 55"; side seep @ 36"
` 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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