HomeMy WebLinkAbout030-2141-00-025 (2)
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Department of Cot rce S IL EVALUATION REPORT Page
Wisconsin nn~ 1 of 3
Division of Safety and Buildin Is a Tom Schmitt
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fn cc ce wit C r~ is.'Adtn, Code
County
Attach complete site pla on pagrn(g*t ltbCn(B%Wl-t'inches n size. n st St. Croix
include, but not limited t vertical p"M , rWMW@ce point BM), direction and
percent slope, scale or d 1-010011 oil J distance to nearest road. Parcel I.D.
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Please print all information. Revie By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
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Property Owner Property Location
Grand Properties, LP Govt. Lot NE 1/4 S kt S 36 T 30 NR 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 25 Natalie's Ridge
City State Zip Code Phone Number City Village ✓ Town Nearest Road
Somerset WI 54025 715-247-5900 St.Joseph Cty. Rd. A
✓ New Construction Use: 1/ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material Outwash (stream terrace) Flood plain elevation, if applicable na
General comments
and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system elevation for Area 1 is
95.0'. Slope is 1.5%.
Boring # Boring
1/ Pit Ground Surface elev. 99.31 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-20 1Oyr3/2 none $l 2fsbk mf as 2vf .6 1.0
2 20-30 1Oyr4/3 none sl 2msbk mfr 9w 1vf .6 1.0
3 30-36 10yr4/4 none Is 1 csbk mvfr 9w .7 1.6
4 36-46 7.5yr4/6 none grms Osg ml cs .7 1.6
5 46-96 1Oyr5/4 none firms Osg ml .7 1.6
❑ Boring # Boring
✓ Pit Ground Surface elev. 99.31 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-11 1Oyr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 11-31 1Oyr3/4 none sl 2fsbk mfr 9w lvf .6 1.0
3 31-38 1Oyr4/4 none sl 2msbk mfr 9w - .6 1.0
4 38-98 1Oyr5/4 none vgrcos Osg ml es .7 1.6
5 98-115 1Oyr5/6 none s Osg ml - .7 1.6
y2 ~
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* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD <-30 mg/L and TSS <,V mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St., New Richmond, WI 54017 4/21/05 715-247-2941
Property Owner Grand Properties, LP Parcel ID # Page 2 of 3
a Boring # Baring
✓ Pit Ground Surface elev. 98.83 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-10 1Oyr3/1 none I 2mgr mvfr as 2vf .6 .8
2 10-21 1Oyr3/4 none sil 2fsbk mfr 9w 1vf .6 .8
3 21-30 1Oyr4/4 none sl 2fsbk mfr 9w .6 1.0
4 30-83 1Oyr5/6 none vgrcos Osg ml as .7 1.6
5 83-115 1Oyr6/4 none s Osg ml .7 1.6
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❑ 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
*Eff#1 *Eff#2
❑ 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/ft2
*Eff#1 *Eff#2
* Effluent #1 = BOD > 30 < 220 m and TSS >30 < 150
s - _ mg/L * Effluent #2 =GODS -S_30 mg/L and TSS < 30 mg/L
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Page 3 of 3
• Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Grand Properties, LP
Thomas J. Schmitt, CST 227429 Address: 712 Rivard Street
1595 72nd St. City, State, Zip: Somerset, WI. 54025
New Richmond, WI. 54017
Phone: Subd.Name: Natalies Ridge
Lot No.: _ o?S
Legal Description: /1/x`'1/4 u-/1/4 S36 T3 ON R19W
/ - -
Township of: St. Joseph, St Coix County
® Soil Boring
. ® Bench Mark El. 100.00' Top of 2" pvc pipe
A Alternate Bench Mark EL Top of ,Steel un-a v,,-
Slope= , So Contour Line El. /Y,V
Scale 1" = 40' .
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This sal report was done to fulfill a zoning requirement. It may or may not be in a location suitable for your use.
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~ LOT
00 AC.
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L.B.O.= 915.5
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LOT 25 \
3.000 AC.
• • , (2.68 AC.) x 915,3 91
~ALB.0.=915.5 I
x 914,5
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914.3 °o
LOT 26 ,
x 3.000 AC.
(2.74 AC.) , • ' ,
L.B.O.= 915.5 ,7 x, ;