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W,sconsin Department of Commerce SOIL EVALUATION REPORT
vision of Safety and Buildings Page l of 3
4
in accordance with Comm 85, Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County ST . ej`X '
Include, but not limited to: vertical and horizontal reference point (BM), direction and
Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. G ~I
Please print aft ' Reviewed y, Date
Personal information you provide may be used for nd lPSvaGR%v, s. 1 .04 (1) (m)~
4~O
Property Owner Pro erty Location
OCT 2 8 2003. _ .53/ 6
pl~!s \rc~ Gm 61.ot- 1/4 1/4 S T N R E(o
Property Owner's Mailing Address f Lot Block # Subd. Name or CSM#"T/
113 S . L.La! I SZONIQG OF OFiICEY
City State Zip Code one Number ❑ City ❑ Village Town Nearest Road
1 Z Fptus Smr3L-Li (Ms) yZS- 5SS `c I >J ~tC1-~) tJN LC c-T', S "
El New Construction Use: ® Residential / Number of bedrooms Code derived design flow rate _ ~>O p -
GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material L U L M Flood Plain elevation if applicable N
Gfl.
eneral comments
and recommendations: t Flu N Z~ 1\j 6 ' 10 0 p lS 11Z1 By 17t 1 CL~-ZL -
rJr -mV\Z
Boring # ❑ Boring
Pit Ground surface elev. C~nft Depth to limiting factor 3 7 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
In. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
o-ly lo-f IL31 si I Z~sb~ my c •s
Z 1~ Z.► Lo~rZ~l6 si 5 Z sbk my f t- cw 1 • s
3 Z1 3Z i~~23« _ sic Z msbk >n~; cs
z 3~ ~sKR~I~ ~ slcl lesbk m~-i' .cw - , Z _ 3
104rL6L3 - ~Sa1Z - • 0
Boring # ❑ Boring
FS; Pit Ground surface elev. ft Depth to limiting factor O 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
o =1`4 10 1Z 313 I `FS 1 CS h k M V 'Fh L-j • 4f . , 6
Z rn s h k rn cs ; S
3 Aso ,SY~y! sS c) lcsb17-
LS cg .3
Sb_ 10k2b13 8lz
Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L *Effluent #2 = BOD, < 30 mg/L and TSS < 30 n►8n= : r
CST Name (Please Print) Sig re
. CST Number...
Ar>;hur L. ~Wegerer
Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number
421 'N. 1-lain St. River Falls, UI 54022 715-425-0165
r
r `1
Property Owner Parcel ID
N G Page " G•' of
Boring # rt❑ Boring r
L~SI pit Ground surface elev. o ' g ft. Depth to limiting factor 3 S 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
.8
1 kH R-31 Z s Z`Fs ~ k cw 1 75
Z 13 22 !o-1 Iz-3/6 si l ZY>?sbk y,~ aw .5 .F3
3 2.2 -3S Z S y. 2 S/~ - Sic 1 es k. yy~ ~i c"w - Z , 3
3S_ 10`t2 6!3 _ LSRR _
-o • O
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor 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 'Ef1#2
F] Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots . GPD/11`12
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2
• Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD6 < 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"6/00),
f
PLOT PLAN Page 3 Of 3
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L~'""L 10-11-03 715-425-0165 220254 °
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CST Signature Date Tel PT)bonP T-Tr)
reT_--_,•, ,
Kevin Grabau _t
Subject: On site with Carl Heise--Cty Rd M--NW/SW sect 34.--Kinni--10:30
Start: Wed 3/3/2004 10:00 AM
End: Wed 3/312004 12:00 PM
Recurrence: , , f , (none)
Uf 7'72856
VOL 18 PAGE 4824
t ' vJ" S ' KATHEMN H.
V C.~ REGISTER OF DEEDS
S?. CROIX CO. VI
RECEIVED FOR fiECORD
eei27i2ea4 12:15pn
CERTIFIED SURVEY MAP
RfM 1P=6 13."
COPY FEES 3.00
CERTIFIED SURVEY MAP PAGES= 2
Vernon and Stanley Peskar
Located in the Southeast '/4 of the Northwest %4 and the
Southwest %4 of the Northeast '/4 of Section 34, T 28 N, R 18 W,
Town of Kinnickinnic, St. Croix County, Wisconsin
NOTE-
AN EROSION CONTROL PLAN WILL LEGEND
BE REQUIRED BY THE ST. CROIX N INDIC47ES 1' O.O. x 18' IRON
COUNTY ZONING OFFICE PRIOR TO D PIPE SET (MIN. WT. -1.13 LBA-F-)
CONSTRUCTION ON THIS LOT. BEARINGS ARE REFERENCED 0 INDICATES 1' IRON PIPE FOUND
NOTE TO THE EAST-WEST 114 SECTION
THE DRIVEWAY ACCESSING THROUGH LIVE OF SECTION 34, T 26 N, R 18 W, A SOIL BORINGS (PROPOSED SEP77C SYSTEM)
THE DRIVEWAY EASEMENT SHALL BE ASSUMED AS N 89'2491' E. 0 SECTION CORNER MONUMENT (AS NOTED)
BUILT TO COUNTY STANDARDS FOR
TOWN ROADS, FROM C.T.H. "JJ" TO SCALEW FEET 1. INDICATES FENCELINE
THE DRIVEWAY ACCESSING LOT 3. ■ PROPOSED DRIVEWAYLOCATION
100 0 1 200 0 (R-) RECORDED AS
UJI OYIWERS' ADDRESS I
113 SOUTH LIBERTY ROAD
~ RIVER FALLS, WI 54022 UNPL,ATTEQ I,gNQS
NORTH ONE SE 114 - NW IN N 89'16'51' E 1897.88' y. NORTH LINE SW 1N - NE 1H~ I
- - 1136.80' 259.78 443.89
T± - 501.24' -
1840.53'- - - °
" LOT 7 3 LOT 2 N, OUTLOT 1 SE7H4CK JOINT
DRIVEWAY Q/
co ~ N 89'34'29' E _ z $
EASEMENT I 3
M (TO BE USED FOR AGRICULTURAL PURPOSES) 91.53' 1 47
CONTAINS 1, 245,407 SQ. FT OR 28.591 AC h/ 4y
Q' . S89.34.29rIN kp y az
(1,219,102 SQ. FT. OR 27.987 AC. EXCLUDING s 45.ar
ROAD RIGHT OF WA)9
Gtr a'~`~+ J,
UJI
c"% S 00'25'31" Ems. ` N DETAIL
14.64' 28.25-` ',545TE-
~ N-: tN 5
S 89'34'29" W 1094.20' 4.70'--
T 1 CONTAINS 87,230 SQ. FT (R = ,,1 R 2.003 AC. w 1059.84' - /
affE~TIFJmR
T 2 CONTAINS 280,980 SQ. FT. S R5.991ac_ (2zz,491 sQ. FT Im S1_RllE_YMAP
LAN
R 5.108 AC. EXCLUDING
OAD RIGHT OF WAW / fCQU1lN 1.4,
T 3 CONTAINS 87,341 SQ. FT. RACE~42
R 2.005 AC.yTERUNE
N '24'371.17 S OV23'' W 588.48' 41.35• •~,--OUNTY MUNK HIGHWAY 'Ma
L_L--
~L~:as~a>~
t7~"-~ EAST-WEST QUARTER SECTION UNE _
-7 / r- EAST 114 CORNER
SOUTH UNE 3E 114 - NW 114 - N 7W'24'31' E 5277.44' - (FOUND COUNTY 8 N. R 18
SECTION 34. T W
SERNTSEN
NUMENT)
(In(Q(AT TEQ (~q~VQ~' ROAD ALUMINUM MO
• ~ I S1`SG01VSj~
` , f~, ( f • DETAIL UNE TABLE /
Li ~ 3 1614349" W 66.44' YJ~
L2 S 89.34'29" W 34.33 M RPMY
LS ■ N 74.16'11" W 60.00'
•.•~C/ S1713
N L6' S 74 16'11" E 33.00' p VVI. E ~O
C8 j ~C L6 = S 74.16'11' E 83.00'
- If L7 S 7C16'11" E 22.00' q~b • • • •$v
LS ■ 16.43'49" W 60.6r ~No
3 L9 .3 16.43'49" W 66.00'
L10 - S 16.43'49" W 126.67' DATED: NOVEMBER 24, 2003
4.70" / L11 a N 00.26'31" W 66AW REVISED' FEBRUARY 4. 2004
Oi
/ u 160 6 100
THIS INSTRUMENT DRAFTED BY JERALD L. CARSON
SHEET 1 OF 2
Vol 18 Page 4824