HomeMy WebLinkAbout040-1114-50-100 r
Wisconsin Department of commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings L
in Comm 85,Wis. Adm. Code
~ County ST.CROIX
Attach complete site plan on paper not less than 8 ust
include,but not limited to:vertical and horizontal referen int( ),d rcel I.D.
percent slope,scale or dimensions,north arrow,and location and st ance 05"O //
Please print all information. Revi by Date
Personal information you provide may be used for secondary purposes( r vacy Law,s.15.CW(1 (n /
Properly Owner property Location `�✓
CLAYTON JLTELFS /✓I{�'(,/-� ( i D1.1A 74W 1l NW 1/4 S 3 T 28 N R 19 E(or)W
Property Owner's Mailing Address Lo # Name or CSM/f
148 C.T.H.F 1 __ �) �/� 5 0
City State rp Code Phone Number []City �Vllage Town Nearest Road
River Falls, WI 54022 ( 7)15 425- Skyline rive
E] New Construction LlseE) Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial-Describe:
Parent material sandstone Flood Plain elevation if applicable NA ft,
General comments Conventional In-ground trenches- 0.5 loadin rate--to a designed b installer
and recommendations: � g � y
FT] Boring# �
Boring
El Pit Ground surface elev. 90.35 ft. Depth to limiting factor 100 i"n
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-9 10YR2/1 - I 2f-msbk mvfr cs 3vf-co 0.6 0.8
2 9-24 10YR3/2 - 1 A 2f-msbk mvfr cs 2vf-co 0.6 0.8
3 24-33 10YR3/3 A 2fabk mfr cs 2vf-co 0.6 0.8
4 33-46 10YR3/6 s Os dl cs 2vf-m 1 0.7 1.6
5 46-100 10YR3/6 — s Osg dl -- -- 0.7 1.6
Horizons 4 &5 have some gr.
F2] Boring# 11 Bong 96.65 115
• 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/fP
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. I *Ef1#1 I *Eff#2
1 0-6 10YR2/1 1 2fsbk mvfr cs 3vf-co 0.6 0.8
2 6-20 10YR3/2 - 1 3fabk mfr cs 2vf-co 0.6 0.8
3 20-30 10YR3/4 - sil 3fabk mfr cs 2vf-co 0.6 0.8
4 30-37 7.5YR3/4
Is lfsbk mvfr cs lvf-m 0.7 1.6
5 37-44 10YR3/6 fs Osg d1 cs lvf-f 0.5 1.0
6 1 44-115 1 1OYR5/4 fs Osg dl __ __ 0,5 1.0
*Effluent#1 =BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L
CST Name(Please Print) MU CST Number
Mary Jo Hollister 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 06- 15-05 (715)426- 1775
Property Owner JUELFS,Clayton(Lot 1) Parcel ID# (Pending) / Page 2 of 3
Boring# Boring /
Ground surface elev. 93.00 ft Depth to limiting factor 120 in.
Pit Soil Application Rate
Horizon Depth Dominant Color RedOX Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 04 10YR2/1 -- I 2fsbk mvfr cs 3vf-co 0.6 0.8
2 4-17 10YR3/2 __ 1 2fa&sbk mfr cs 2vf-co 0.6 0.8
3 17-24 10YR3/4 -- sil 3fabk mfr cs 2vf-co 0.6 0.8
4 24-47 7.5YR3/4 +I ' s Osg ml cs 2vf-m 0.7 1.6
5 47-120 1OYR3/6 -�' fs Osg ml -- -- 0.5 1.0
Horizon 5 has few pockets of I OYR5/4 cs.
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/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
F-1 Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
—ioiTADDlicafion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
*Effluent#1 =SOD,>30<220 mg/L and TSS>30<150 mgA- *Effluent#2=BOD,<30 mg/L and TSS<30 mg/L
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need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264.8777.
SBD-8330Test(807/00)
a`
MApY JO HOLLI$TER CST• Lic. # zzy9�i►
VV9676 MOTH AVE. ph.* 71 6!426-1776
RIVER FALLS, WI 640Y2
CLAYTON Jtll!L pg
L.ot# 1 _ csm
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SW 1/4 OF THE NW 1/4 OF SECTION 30, T28N.
RI OW, TOWN OF TFW, ST. CpKW COUNTY,
WISCONSIN.
® SOIL 80MNG
A BENCWAwj, a�`mePPV6-Abb�D 100.00
t•bI o loo '� —
ALTERNATE BIICMMARK-rzSCALE IN FEET 1 - 0
TOP aF spWo -100.08 40 0
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VOL 21 PAGE 5209
KATOL M H. wA S ---
REGISTER OF DEEDS
ST. CROIX CO. WI
05C22/ 20060R ,08E00AM
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SWi/4 OF THE NW1/4 OF SECTION 30, T28N,
CERTIFIED E: SURVEY. MAP
R19W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. COPY FEE: 3.00
PAGES: 2
SURVEYOR: LOT_3_C.S.M. I_N_VOL. 12_P 1;J_G. 3264 _NP_L_A_T_TE_D_
DOUGLAS J. ZAHLER NORTH LINE OF THE SWt/4 OF THE NWi�4 LANDS
S do N LAND SURVEYING, INC. „
2920 ENLOE STREET 6.65' N8943'18 W 336.003.5 ' — — — —
HUDSON, WI 54016 2.7
o 43.52c 9.13•
PREPARED FORT 1" IRON PIPE
FOUND
CLAYTON JUELFS 567.33'09"W /" IRON PIPE
148 CTY RD, "F" 0.94' FROM SET / FOUND
1" IRON PIPE V'✓1 S67.30'08"W
RIVER FALLS, WI 54022 0.67' FROM SET
APPROXIMATE LOCATION 1" IRON PIPE
OF tOOYR H.W.E.=866.0' LOT (ELEV=855.1') LEGEND
LOT AREA TABLE SD L.8.0-870' FOUND ALUMINUM
LOT # ACRES SO. FT. COUNTY SECTION
Lot 1 2.732 119,006 9 a CORNER MONUMENT
Lot 2 3.230 140,680 w \\� FOUND 1' OUTSIDE
Lot 2 EXC R/W 3.130 136,324 _ N DIAMETER IRON PIPE
Outlot 1 4.207 183,279 1a '�` �O c't SET 1" OUTSIDE
Al Outlot 1 EXC R/W 3.829 166,779 �1 �
1 1�1 Z DIAMETER BY 18"
to
O LONG IRON PIPE,
N 0 rn �\ so' WEIGHING 1.13 LBS.
1� PER LINEAR FOOT
cn
SO' .•.,••••
OD�
BENCHMARK=899.9' I 120' BUILDING SETBACKS
bN (AS SHOWN)
Q I TOP OF 1" IR PIPE LOT 2 :
n A 1-8.0-870'.. FENCE
N co
L.B.O. LOWEST BUILDING
OPENING
n N i d 66.00' a'L oa o
p fig Z I y. zoIS89' 26'E ',51�• 9• .dP
rn CA
m
00 co
�. ` Iv P11
X �
SCALE IN FEET 1" = 150' °4 p I -cr rn
IH
150 150
0 \ �� I d C�►
OF W�
�w scDy 8 � OUTLOT 1 j
D0UAHI�ERJ. Z p RETAINED OWNER BY �(� rn I C
*
S-2145 * m - %3�/
H wl
'S �q0 01�
66'
co
TRAVELED A�
CENTERLINE C
1.6 t 336.00' 20.00'
S88 43'51'E
WI/4 COR.- -or- -- 86.00 -1,----2 U.00
SEC. 30 847.41' at 66100' _ 300-04'34'W�68.00' SEC. COR.
3970.15'
S89' '51' 5153.56' ——270.00 — -�� ,
SKYLINE -�ST-WEST S 336.00'1"E 1 • 1" IRON PIPE FOUND
DRIVE /4 LINE 8 6' S61 1' IRON PIPE FROM
( SET 1" IRON PIPE
SMALL TRACTS LOT 1 C.S.M. IN ,
— — —I VOL. 9
JOB NOS 6519E DRAFTED
01 DATE: 07/06/2005 (REVISED JMS 05/11/06)
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SHEET 1 OF 2 SHEETS ,
vol 21 Pa�;;e 5209 ��