HomeMy WebLinkAbout030-2141-00-017 (2)
1334
ce LUATION EPORT Page 1 of 3
Wisconsin Department ofComrrer
Division of Safety and Buildings ord 9, Wg(ygdm. C Tom Schmitt
County
Attach complete site plan on paper not ess th~dh 8%1_ySt. Croix
Ln
include, but not limited to: vertical and horizontal refe Parcel I.Dpercent slope, scale or dimemsions, north arrow, and Qiat road. ^1 , / ^ )
Please print all information. Revie By o~ Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). /
Property Owner Property Location
Grand Properties, LP Govt. Lot SE 1/4 NW 19 36 T 30 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 17 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: ✓ 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 0.7gpd/sgft rating. Possible system elevation for Area 1 is
95.25'. Area is flat.
r►~ r:J Q- j fa J fea ` ki,
Boring # Boring
✓ Pit Ground Surface elev. 98.25 ft. Depth to limiting factor 108+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
'Eff#1 'Eff#2
1 0-13 1Oyr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 13-22 1Oyr4/4 none sl 2msbk mfr 9w 1vf .6 1.0
3 22-31 1Oyr4/6 none Is 1csbk mvfr cs lvf .7 1.6
4 31-50 7.5yr5/4 none grcos Deg ml cs .7 1.6
5 50-108 10yr5/4 none grms Osg ml .7 1.6
-I It
IQ
❑ Boring # Boring
✓ Pit Ground Surface elev. 98.65 ft. Depth to limiting factor 100+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
'Eff#1 'Eff#2
1 0-14 1Oyr3/2 none I 2fsbk mfr as 2vf .6 .8
2 14-27 1Oyr3/4 none sil 2msbk mfr 9W 1vf .6 .8
3 27-37 7.5yr4/6 none grls Osg ml 9w .7 1.6
4 37-67 1Oyr5/6 none grs Osg ml cs .7 1.6
5 67-84 1Oyr5/4 none grcos Osg ml cs .7 1.6
6 84-100 10yr6/4 it none s Osg ml .7 1.6
1
` Effluent #1 = BOD ? 30 < 220 mg/L and S5 X30 < 150 mg/L " Effluent #2 = SOD.-S.30 mg/L and TSS <~10 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 4/18/05 715-247-2941
Property Owner Grand Properties, LP Parcel ID # Page 2 of 3
❑ Boring # Boring
Pit Ground Surface elev. 98.45 ft. Depth to limiting factor 100+ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-12 10yr3/2 none I 2fsbk mfr as 2f,1vf .6 .8
2 12-22 10yr4/4 none scl 2msbk mfr cs 1vf .4 .6
3 22-28 7.5yr5/4 none s Osg ml gw .7 1.6
4 28-78 10yr5/4 none grcos Osg ml es .7 1.6
5 78-100 10yr6/4 none s Osg ml .7 1.6
i
❑ 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
*Eff#1 *Eff#2
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <30 mg/L and TSS < 30 mg/L
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.
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, W1.54017
Phone: 715-247-294 Subd.Name: Natalies Ridge
Lot No.. 7
Legal Description: .de- 1 /4 /Y&/l /4 S36 T30N RI 9W
Township o£ St. Joseph, St Coix County
® Soil Boring
A Bench Mark El. 100.00' Top of 2" pvc pipe
Q Alternate Bench Mark EL n. r )S-1 Top of 2" pvc pipe
Slope= ~"01,01 /a Contour Line EL WX
~o~ 18
Scale 1" = 40' 7,
o aft
1 ~
Y report was done to fulfill a zoning requirement. It may or may not be in a location suitable for your use.
i
♦ RAD - 80' /
N 003 475' ~N
918.8
x 918.4
~ • 918.2
LOT 17
.011 AC 917.7 / N
x916.6 ( 1 A
L.8.0.= 16.5 /w
i
i w
~ O
z
cNn LOT 6 x 918.3
3.013 AC. ,
/ (2.63 C.)
x L.B.O.= 16.5
H.W.L.=914.5 A 917.8
x 1~
914.4 i'
914.5
.4 916,7
----915.6 J` 915.7
rr ox
915.6
x
x
89 x 898.2
x
896.7
x