HomeMy WebLinkAbout018-1006-40-2000
CSr - zotr_ Off?
RECEIVED P F
y ~ 2402
Wisconsin Depar ntH 2015 SOIL EVALUATION REPORT page 1 of 3
Commerce OSpS 36~
in accordance with C Wis. Adm. Code A.C.E. Soil & Site Evaluations
W i County
A4{ Mt~ Q less than 8'/ x 11 inches in size. Pla St. Croix
include, but not limited to: vertical and horizontal reference point (BM), directio
percent slope, scale or dimensions, north arrow, and location and distance t< Parcel I.D. o(D ~J O ~JO-aaa
-948-1006 =40=885:..
Please print all information. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. ;C) -
Property Ownei Property Location
Randy & Sandy Bollom Govt. Lot SE 1/4 SW 1/4 S 3 T 29 N R 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# / _
1838 110th Ave. na na $'E $wJ 6-k 11 As IS EXG L7/k
City State Zip Code Phone Numbei City Village ✓ Town Nears Road I10t1%
~11Q .
Baldwin WI 54002 (715) 688-9055 Hammond )T6j t=&*ff
✓ New Constructior Use: ✓ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Glacial Till Flood plain elevation, if applicable Luna
General comments
and recommendations: Soil conditions require mound POWTS with dispersal cell placed on 100.30' contour. Recommended Infiltraive
surface elev. to be 100.80' at 6" above contour.
WE A b f} r~F11.f tt"~.
❑ Boring # Boring
✓ Pit Ground Surface elev 100.35 ft. Depth to limiting factor 32" in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft°
in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2
1 0-10 10yr3/3 none sicl 2fgr mfr as 2vf,fm 0.4 0.6
2 10-24 10yr4/6 none scl 2fsbk mfr cw 1vf,fm 0.4 0.6
3 24-32 7.5yr4/6 none sl 2msbk mvfr cw 1vf 0.6 1.0
4 32-56 7.5yr4/6 f2f7.5yr5/8 sl 2msbk mvfr cw 1vf 0.6 1.0
5 56-80 7.5yr4/4 f2d 7.5yr5/8 scl 1csbk mfr 0.2 0.3
2 Boring # Boring
✓ Pit Ground Surface elev 98.07 _ ft. Depth to limiting factor 488" in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft"
in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2
1 0-10 10yr3/3 none sil 2fgr mfr as 2vf,fm 0.6 0.8
2 10-24 10yr4/6 none scl 2fsbk mfr cw 1vf,fm 0.4 0.6
3 24-48 7.5yr4/6 none sl 2msbk mvfr cw 1vf 0.6 1.0
4 48-60 7.5yr4/6 f2f 7.5yr5/8 sl 2msbk mvfr cw 1vf 0.6 1.0
5 60-72 7.5yr4/4 f2d 7.5yr5/8 scl 1csbk mfr - - 0.2 0.3
* Effluent #1 = BOD 30 <220 mg/L and SS >30 < +0 mg fflUent #2 = BOD5< 30 mg/L and TSS < 30 mg,
CST Name (Please Print) Signatur CST Number
James K. Thompson
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Numbei
340 Paulson Lake Lane, Osceola, WI 54020 7/1/2015 715-248-7767
Property Owner Randy & Sandy Bollom Parcel ID # 018-1006-40-000 Page 2 of 3
❑ Boring # Boring
✓ Pit Ground Surface elev 100.29 ft. Depth to limiting factor 40" in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft'
in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2
1 0-12 10yr3/3 none sil 2fgr mfr as 2vf,fm 0.6 0.8
2 12-18 10yr4/4 none sl 2fsbk mfr cw 1 vf,fm 0.6 1.0
3 18-40 7.5yr4/6 none sl 2msbk mfr cw 1vf 0.6 1.0
4 40-56 7.5yr4/4 f2f 7.5yr5/8 sl 1csbk mvfr - 1vf 0.4 0.7
❑ Boring # Boring
Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft2
in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2
❑ Boring # Boring
Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft'
in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2
Effluent #1 = BOD > 30 <_220 mg/L and TSS >30 < 150 mg Effluent #2 = BOD .<_30 mg/L and TSS < 30 mg,
The Department of C:onnncrce is art equal opportunity service provider and employer. It you need assistance to access services or
need material in an alternate format please contact the department at 608-266-31 5 1 or TTY 608-261-9777.
S5D--8330. P 0- 001 kCCF. So[[ & Site Evaluations
♦ FjciS~~~~ude e/¢~
~Q #1 "/OZ
~t" an c~/gyp ~t ~ SG~d~u C~/~o~sr
M /Jummo~d~ SYo~S
z y,C.
~J s &Y sc•~;y see . 3 7,
w v e. fl yw. T. d A4mlrtol7d
e le% ~ /db. c0." ~ ~ ai8_/ao~- y0-cam
r
O l X06, zo a E
1 I ~JI r • ~Od~t/76k
T' 1
1
i 1 l S
1 1
l °/o
11 ~ 51ope
l ~
82,
` ~ rt
` ioo. s
i
98.-S Can~k~'
I
I
~ 9r.OS~
L' b.+t i 1/ 3 5~/
I
T
35 y. a 5 ' uw (d O r-~
33P" //D✓e .
c~