HomeMy WebLinkAbout018-2001-22-000 (2)
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Wisoorm Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Sao* and Buildings
in accordance with Comm 85, Wis. Adm. Code County ST. CROIX
Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must
indude, but not limited to: vertical and horizontal reference point (BM), won and Parcel I.D. 018 - 2001 - 22 - 000
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. 7M Date
Personal informaEion you provide may be used for secondary purposes Law, s. 75.04 (1) (m)). I d'
Property Owner Property Location 0
F'W qfives aw, GovL Lot - SE 114 NW 114 S 14 T 29 N R 17 E (or) W
Property Owner's Maifiing Address Lot* Block # ud Name or CSW
111 W ~Y 1So Q St. 22 Sc Forest Ridge
City State zip Code Phone Number EPft ❑ Vtlage own Nearest Road
KORR FALLS, ~ -'9k40-2-Z- ( ) 193rd Street
a New Construction LlseE] Residential I Nc mtw of bedrooms 4 Code derived design flow rate 600 GPD
D Replacement Public or conrnercial - Describe:
Parent material tiWoutwash Flood Plain elevation if applicable AT14 ft
General comments Mound System - 0.6 loading rate - 1.0 ft. sand fill
and recommendations: - system contour 100.00
~O'V"~ vhf - on ,
f
❑ Boring
Boft e a Pit Ground surface elev. 98.80 ft. Depth to flinitirg factor 58 in. . Rale Sol Horizon Depth Domkw# Color Redox Description Texture
Structure Consictence Boundary Roots GPDW
in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'Efffl -81112
1 0-12 10YR2/1 - sl 2f-mabk mvfr ab 3vf-m 0.6 1.0
2 12-24 10YR3/3 - Is 1f-mabk mvfr ab 2vf-m 0.7 1.6
3 24-40 10YR4/6 - s Osg ml cs lvf-m 0.7 1.6
4 40-58 10YR3/6 - cs & Os dl as - 0.7 1.6
5 58-62 - - till/ - - - - - -
cs&gr/c
a9 # Q Boring 98.55 56
• pt Ground surface elev. ft. Depth to Nrrrtirg factor in. Sol Application Raft
Horizon Depth Dominant COW Redox Description Texture Structure Consistence Boundary Roots GPW
n in. Mureell Qu. Sz. Conk. Color Gr. Sz. Sh. 'E1 -002
1 0-3 10YR2/1 = sil 3f-mgr mvfr ab 3vf-co 0.6 0.8
2 3-8 1 2f-mabk mvfr cb 3vf-co 0.6 0.8
3 8-17 10YR3/2 - sl 2f-mabk mvfr cb 2vf-co 0.6 1.0
4 17-28 10YR3/4 - Is If-msbk dsh as 2vf-m 0.7 1.6
5 28-42 10YR3/6 - s Osg dl ce lvf-m 0.7 1.6
6 42-56 10YR5/6 - fs Osg dl as lvf-f 0.5 1.0
7 56-58 10YR5/6 fs Om ml - - 0.5 1.0
Effluent *1 = B0135 > 30:5 220 mglt. and TSS >30:5-40 mglL ' Ellkrert #R2 = BOD < 30 mq& and TSS < 30 mglL.
CST Name (Please CST Number
Mary Jo Hollister 224832
Address Dale Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 08-05-02; updated 11-24-04 (715)426- 1775
Property Owner F_~ (Lot 22) Parcel ID # 018 - 2001- 22 - 000 Page 2 of 3
Property e°nng 24
Boring Fq # Pit Ground surface elev. 100.55 ft. Depth to li J,& factor
Ram
SON
Horizon Depth Dominant Color Redox Description Texdre Structures Consistence Bartdary Roots GPDJif
in. Mu nsell Qu. Sz. Cord. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-3 10YR2/2 - sil 3fgr mvfr ab 3vf-co 0.6 0.8
2 3-11 _ sil 2f-msbk mfr ab 3vf-co 0.6 0.8
3 I1-18 10YR3/4 sil 2f-msbk mfr as 2vf-co 0.6 0.8
-
4 18-24 10YR3/4 - lmsbk dsh ab 2vf-co 0.2 0.4
5 24-30 10YR3/6 cld 10YR5/6 scl Om~ dh - lvf-m 0.0 0.0
(Horizon 4 has 25% gr.)
FD IJ Boring; Boring; # Borg
❑ Pit Ground surface elev. 100.65 ft Depth to lirn ng factor >24 in Sod Rate
Horizon Depth Dominant Color Redox Description Texture %i ctu a Cor m Boundary Roots GPW
in. Moused Qu. Sz. Cord. Color Gr. Sz. Sh. 'EtF~1 'Eff#2
1 0-3 IOYR2/1 - 1 3fgr mvfr as 3vf-co 0.6 0.8
2 3-12 _ sil 2f-msbk mfr ab 3vf-co 0.6 0.8
3 12-24 10YR4/3 - sil 2f-msbk mfr - 2vf-co 0.6 0.8
9 # S Boring
Pit Ground surface elev. R Depth to 6rnov factor in.
Sod Applicom Rate
Horizon Depth Dominant Color Redo)( Description Texture Structure Consistence Boundary Roots GPDNF
in. Mused Qu. Sz. Cord. Cola' Gr. Sz. Sh. -E9M -0102
I
* Effluent #1 = BOD, > 30:5 220 mgtL and TSS >30:5 150 mglL ` Effluent 92 = BODS < 30 mgA. and TSS < 30 mglL
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.
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