HomeMy WebLinkAbout026-1175-05-000 (2)
2059
Wisconsin Department of Commerce P ' IL EVALUATION REPORT Page I of 3
Division of Safety and Buildings Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
026-1175-0 00
Please print all information. Reviewed Date
Personal informalion you provide 04acy s.15.04 (1) (m)). /Z
Z O ~p
Property Owner ~V Property Location
Miller Homes Of Hudson, LLC Govt. Lot S~ 611' f
1 SW 1/4 S 30~ T 30 N R 18 W
Property Owner's Mailing Address Ur-k, I Lot # Block # Subd. Name or CSM#
P.O. Box 10 5 Willow River East
City Stat Zip ode one Number J City Village r/ Town Nearest Road
Hudson WI 31-0714 Richmond 131St Street
0 New Construction Use: 60Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
J Replacement I Public or commercial - Describe:
Parent material Glacial Outwash Flood plain elevation, if applicable na
General comments
and recommendations: Site suitable for mound system with 6" of ASTM-C33 sand placed on 97.00' contour. System elevation =
97.50'.
a Boring # I Boring
j Pit Ground Surface elev. 96.17 ft. Depth to limiting factor 68" 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
1 0-13 10yr3/2 none I 2fsbk ds as 2fm 0.6 0.8
2 13-34 10yr2/1 none I 2fsbk ds gw 2f,1 m 0.6 0.8
3 34-48 1 Oyr4/3 none sil 2fsbk mfr gw 2f,1 m 0.6 0.8
4 48-68 10yr5/4 none sicl 2msbk mfi gw 1f 0.4 0.6
5 68-76 10yr5/4 f1 d 7.5yr5/8 sicl 1 csbk mfi - - 0.2 0.3
Boring # I Boring
V1 Pit Ground Surface elev. 96.43 ft. Depth to limiting factor 74° in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ie
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2
1 0-22 10yr3/2 none sl 2fsbk ds aw 2f,1 m 0.6 1.0
2 22-53 10yr2/1 none I 2fsbk ds cw 2f,1 nn 0.6 0.8
3 53-60 10yr4/3 none sil 2fsbk ds gw 2f,1 m 0.6 0.8
4 60-74 10yr5/4 none sil 1 msbk mfi 9w - 0.4 0.6
5 74-88 10yr5/4 f1 d 7.5yr5/8 sicl 1 csbk mfi - - 0.2 0.3
- Effluent #1 = BODg> 30 < 220 mg/L an SS >$0 < 1 0 mg/L - Effluent #2 = BOD S30 mg/L and TSS S30 mg/L
CST Name (Please Print) Signatur : CST Number
James K. Thompson 5.._- 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, Wl 54020 12/13/2006 715-248-7767
All
• 2059
PROPERTY OWNER: Miller Homes of Hudson SOIL AND SITE EVALUATION Page 2 of 3
LLC
PARCEL I.D.# 026-1175-05-000 A.C.E. Soil & Site Evaluations
REPORT MEMO
Soil profile descriptions by S. Bird indicate weak sub-angular blocky clay loam soil at 16" below grade at B-1 and 12"
at B-3. Corresponding soil application rate of 0.2 gpd limits linear loading rate to 4.5 gpd/linear foot. Maximum
contour length of 110' results in maximum daily design flow of 450 gpd. (three-bedroom residence). Concave
contour deflection = 9%.
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Scale.
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm 85. Wis. Adm. Code
C
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County IC
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.
. Please prin all 1~~E® Re awed by Date
Pen=M a t moon you provide may be for secondary pup-- (Privacy t aw s.15.04 ProPertY(1) (m)).
Property Ow
iV~~'✓~
2003 govt. coat N~ 1143 114 S~ T N R % E .3 I Owner , , , ,
( W
Property Owner's Ma ft Address S C~ ; X, C O C! N 1 Y W# # Block # Srird_ Flame CSM # pate Numtff- OFFIC W A City . Zip Cade Phone
❑ City ❑ villa T ="W
( ) i
New Construction Use Residential / Number of bedrooms Code derived design flow rate Ord GPD
❑ Replacement ❑ Pubic or commercial - Describe:
Parent material oczt ~ Flood Plain elevation if applicable 1~J iL
General comments
~ctt,rsyv
and recommendations: SY 5ken,., e-1-0,
77
1 # Borft 9
. Pit Ground afafaceelev. -F--~-~+- R Depth to limiting factor Sol Application Rate
a
Horimn Depth Dominant Color Redox Description Texhxe Structure Consistence Elmmdwy Roots GPD/ff
In. Mansell QL S'z. Cant Color Gr. SL Sh. *M1 'E1#2
lay, 3j7- 3/1
® Pit Groundsurfaceelev. / ! 1 I & Depth aD litrirfirrg factor in Soil Rata
Hortmn Depth Dominant Color Redwd Description Texture Structure Consistence Boundary Roots GPDff
In. Mansell CAL Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
3
Effluent #1 = BOD > 30 < 220 mWL and TSS >30 < 1 • Ettluent #2 = BOD < 30 mg& and TSS 130 mWL
CST Number
Address Data Evaluation Conducted Telephone Nwdxw
f 5~ Oj S / Jr'a1 6 J!
lL frd[
Alt,
r IPPNW
5
Property Owner Parcel ID # Page of
❑ Ong
Boring #
a C9. Pit Ground surface elev. ! R Depth to knifing factor Sod Application Rat,
Horimn Depth Don nand Color Redox Description Texture Struc4xe Consistence Boundary Roots GPDW
M. Munsell Qu. Sz. Cont. color Gr. Sz Sh. 'Efwl 'Eff#2
p . L /7/1- M/Z !'.r'
- ,v✓; .O
0 ~GZ - /77
a Boring # ❑ Boring
❑ Pit Ground surface Nev. it Depth to *nMV factor in. son Rat
Horiwn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff
In. Mansell Qu. Sz Cont Color Gr. Sz Sh. 'E11#1 'E1ff12
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to Crmitir►g factor in.
Sod AAilicebon Rate
Horrmn Depth Dominant Color Redox Descr n. Texture Structure Consistence Bourxiary Roots GPDW
In. Munsell Qu. Sz Cont. Color Gr. SL Sh. *M *01192
Effluent #1 = BODE > M :S 220 mg& and TSS >,V :S 150 mg& ' Effluent #2 = BOD5 < 30 mg& and TSS 30 mg1L
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 608-266-31 S 1 or TTY 608-264-8777.
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S-3
Soil Test Plot Plan
Project Name David Railsback Sh
Address 845 133rd Ave
New Richmond Wi 54017 TM #226900
' 3T
Lot 5 Subdivision Date 12/12/02
SW/NW 1 /4SW/N W 1 /43 30/31 T 30 N/R 18 W Township Richmond
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. =Top of Survey Iro s gAuzl
System Elevation 96.8' *HRPSame as Benchmar
Alt. BM Top of Steel Fence Post @ 104.0'
Please Note: Tested area may not be
suitable for desired building area.
Check system location before
excavating. Soil test was done to satisfy
Zoning Requirement.
~ II
B Alt. 508' Property Line
80'
JOB-]
25'
5'
95'
B-3
5%
S12 2e
B-2
97' 96'
52'
Property
Line