HomeMy WebLinkAbout020-1404-05-000
1470
Wisconsin DepaFAment of Commerce SOIL EVALUATION REPORT Page 1 of 4
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Sal & Site Evaluations
Attach complete site plan on paper not less than 8'%x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Fin ID#29.29.19.334C
Please print all informallon, By pate
Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ZS S~_
Property Owner Property Location
Midwest Const. & development Of Hudson„ INC. Govt. Lot NE 1/4 SW 1/4 S 29 T 29 N R 19 W
Property Owner's Mailing Address La # T-Bk&ci#1----jSubdNwWm or CSW
P.O. Box 932 5 Plat Of Walden Woods
City State Zip Code Phone Number City ~ Village ej Torn Nearest Road
Hudson WI 54016 715-760-1149 Hudson e
New Construction LIM , Residential / Number of bedrooms 4 Code derived design 600 / GPD
_,f Replacement „ j Public or commercial - Describe:
Parent material Glacial outwash Flood plain , if 7o, icable nab
General comments 0T 0 Q01and recommendations: Install 2 trenches using 29 high capacity infiltrator chambers. System e 3.5Orax
OOUWY ,
F-1 e Boring # - I Boring
Pit Ground Surface elev. 98.53 ft. Depth to limiting factor >9K/" m•• Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary GPDIfN
*Eff#1 *Eff#2
1 0-12 1Oyr3/2 none fst 2fsbk ds as 2fmc 0.5 0.9 .
2 12-24 1Oyr3/3 none gr. Is Osg ml cs 2f,1mc 0.7 1.2
3 24-36 5yr4/6 none gr. Is 0 sg ml aw 1fm 01 1.2
13 4 36-58 1 Oyr5/4 none gr. s Osg dl gs - 0.7 1.2 ,
3~ 4 ~'V5 58-99 1Oyr5/4 none _s Osg dl - - 0.7 1.2 ,
1
Horizon #2 contains approximately 20% gravel & cobbles, #3 11 4 approx. 25% gravel & cobbles.
❑ Boring # Boring
1M~j Pit Ground Surface elev. 98.44 ft. Depth to limiting factor - X96" in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft
*Eff#1 "Eff#2
1 0-6 1Oyr3/2 none fsl 2fsbk ds cs 2fm,1c 0.5 0.9 (o
2 6-16 1Oyr3/3 none gr. sl 2msbk ds as 2fm,1c 0.5 0.9
g 3 16-30 5yr4/6 none Icos 0 sg dl aw 1fm 0.7 1.2
Z 4 30-44 1Oyr5/4 none s Osg dl gs - 0.7 1.2 ,
S 5 44-53 5yr4/6 none Is Osg dl gs - 0.7 1.2
6 53-96 1Oyr6/4 none s Osg dl - - 0.7 1.2 14
- H -iris apprcodmately 20% gravel. -
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS > <-I 50 mg/L * cent = BOD5 <_30 mg/L and TSS <30 mg/L
CST Name (Please Print) Sig ature: CST Number
James K. Thompson s 3602
Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54 9/15/01 715-248-7767
Property owner Midwest Const. & Development Parcel ID # 020-1083-30-000, ID# Page 2 of 4
F3 ] Boring # g Borng
Pit Ground Surface elev. 96.72 ft. Depth to limiting factor >93" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHLI
*Eff#1 *Eff#2
0.9
1 0-8 1 Oyr3/2 none sl 2fsbk ds cs T2fMCO,5
2 8-21 1Oyr3/3 none sil 2msbk ds cs 0.8 ,
dd 3 21-34 5yr4/6 none s & gr. 0 sg dl gs 1.2 4 34-93 1Oyr
5/4 none s Osg dl 1.2 ,
Horizon #3 contains approximately 20% gravel & cobbles.
F Boring # Boring
Pit Ground Surface elev. 98.44 ft. Depth to limiting factor >96" in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GFVr
*Eff#1 *Eff#2
1 0-8 1Oyr3/2 none fsl 2fsbk ds as 2fmc 0.5 0.9 ,
2 8-23 1Oyr3/3 none gr.sl 2msbk ds cs 2f,lmc 0.5 0.9
3 23-37 5yr4/6 none gr. Is 0 sg ml aw 1fm 0.7 1.2
4 37-58 1Oyr5/4 none gr. s Osg dl gs - 0.7 1.2 .
5 58-96 1Oyr6/4 none s Osg d1 - - 0.7 1.2 ,
Horizon #2 contains apprcodmately 20% gravel & cobbles, #3 & 4 approx 5% gravel & cobbles.
5 Boring #
F -1 116 Boring
Pit Ground Surface elev. 93.72 _ ft. Depth to limiting factor >98" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDr
*Eff#1 *Eff#2
1 0-12 1 Oyr3/3 none sil 2fsbk ds cs 3fmc 0.5 0.8 •
2 12-23 1Oyr4/3 none sil 2fsbk ds cs 3fmc 0.5 0.8
3 23-43 1Oyr514 none sil 2msbk dsh aw 2fm 0.5 0.8 .
4 43-53 5yr4/6 none Is & gr. lmsbk ds cw 1f 0.7 1.2
5 53-88 7.5yr4/6 none s Osg dl gs - 0.7 1.2
6 88-98 1Oyr5/4 none s Osg dl - - 0.7 1.2
Horizon #4 contains appro)dmately 10% gravel & cobbles.
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <30 mg/L and TSS <30 mg/1-
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.
i
3 . 5' ~P . ~tl 70
` 9yd $¢n nGi.r~in ~~P;n2. f~55~cM~
Q /ua~•On t
e i / VQ r
C
v
c
63
ZI;
ro•
eS 81
9.7.01
y6 0' l O ra& a.-& (st f~
qv/o Elegy 9~.~8,
. 5~~ lleadi ly Wo~de.d w/ Qec! p; nes.
V
d
P ~4~~ j
Mrs
ri~~ ir+
NCKM UM CFWW MA
MOUTH L
( / 1
QHSFR"
A-F
r
1 ADM
SQ. M .r a
2. A
Vokm go. Orr,) Of vwl
r
its
r
of o; rte v IBM
sow dow NW
LOT 4 . low~
+ 2A AOMM
I
02'm W. orr4