HomeMy WebLinkAbout030-2007-80-000 (2)
LIP
Ifisconsin I VALUATION REPORT #1593
Department of Commerce nce]W Comm 85, Wis. Adm. Code Page 1 of 5
Division of Safety and Buildings Schmitt Soil Testing, Inc.
in size. Plan must County St. Croix
Attach complete site plan on paper not less than 8% x 11
include, but not limited to: vertical and horizontal reference point ( direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. 30-2007-80-000
Personal information Rev' Date
you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
RECEIVED
Cran, Ruby L. Govt. Lot NE1/4, NW1/4, S34, T30N, R19W D)
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1411 Pinetree Drive APR 18 2008 3 CSM# 3/602
City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road
St. Paul MN 551% ' CROIX COUNETY St.Joseph Perch Lake Road
❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Glacial till (Amery Series) Flood plain elevation, if applicable NA ft.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 101.22' based off contour line established at
100.22'. Slope of area is 13%. Depth to limiting factor is 24".
Boring # Boring
Pit Ground surface elev. 100.47 ft. Depth to limiting factor 33 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#f •Effn
1 0-11 10yr3/2 none sl 2fsbk mfr Cs 2m,2f .6 1.0
2 11-26 10yr4/4 none grsl 2fsbk mfr gw 1vf .6 1.0
3 26-33 7.5yr4/6 none sl 2msbk mfr cs .6 1.0
4 33-72 7.5yr4/4 m3p 10vr6/2 sit imsbk mfr - .4c .6
7.5yr6/6
Boring # Boring
❑ Pit Ground surface elev. 100.87 ft. Depth to limiting factor 25 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 •Ef#2
1 0-7 10yr3/3 none sl 2fsbk mfr Cs 2m,2vf .6 1.0
2 7-16 7.5yr4/6 none grsl 2fsbk mfr gw 1vf .6 1.0
3 16-25 7.5yr4/4 none sl imsbk mfr gw .4 .7
4 25-43 7.5yr4/4 c2d 7.5yyrr66/1 sl Om mfi gw 2 6
5 43-51 7.5yr4/6 mj 10 8/2 sid lmsbk mfr gw 2 3
6 51-72 7.5yr5/4 m2d 5.5 6/1 sl Om mfr
2 6
' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD5 s30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt Z /-~227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 3/14/2008 715-247-2941
SBD-8330 (R.07/00)
Property Owner Cran, Ruby L. Parcel ID # 030-2007-80-000 Page 2 of 5
3] Boring # Boring
Pit Ground surface elev. 97.32 ft. Depth to limiting factor 24 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. *Ef1#1 *Etf#2
1 0-6 10yr3/3 none sl 2fsbk mfr a 2m,2f .6 1.0
2 6-17 10yr4/4 none grsl 2msbk mfr gw if .6 1.0
3 17-24 10yr4/6 none sl 2msbk mfr 9w .6 1.0
4 24-35 10yr5/3 c2d 10yr6/1 sil 3msbk mfr 10yr6/6 9w 6 8
5 35-70 7.5yr4/4 m2d5.5yr /2 sl lmsbk mfr - .4 .7
❑ 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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff42
❑ 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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. *Efr#1 *Eff#2
*Effluent #1 = BODS> 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.
SBI>8330 (R.07/00) Schmitt Soil Testing, Int.
Page 3 of 5'
Conducted by: Conducted For:
,Schmitt Soil Testing Inc. Name: Ruby L. Cran
Thomas J. Schmitt, CST 227429 Address: 1411 Pinetree Drive
1595 72nd St. City, State, Zip: St. Paul, MN 55119
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: CSM 3?602, 5.00 Acres
-41
signature Lot No.: 3
Date _ 3 2!V Legal Description: NE1/4 NWi/4 S34 T30N R19W
■ Backhoe pit Township, County: St. Joseph, St.Croix County
A Bench Mark El. 100.00' Top of 11/2"O.D. steel pipe
0 Alternate Bench Mark El.100.55` top of 11/2" O.D. steel pipe
Slope= 130/6 Contour Line El. 100.22' Contour Length 75'
Scale V= 40'
i
33s;
o~
f t 36' 1
122
1
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Reti!::cr 0 LIP As
Croix 15
CEERTIFIF.D SUR1I%Y :AP
THOMAS AT LIB
Part of the `doreast 1/4 of the torthwest 1/4 of Section 34, Township 30 North,
Range 19 lHest, ToT•Tn of St. Joseph, St. Croix County, :•+isconsin
N 1/4- C O R. SEC-34.
¢TOw N ROAD Pe pG Aa Xe 14,v -4 r30 N, R 19 v1
tDW N 900 00W 131. 15,033 5• $9* `33
~ RY FRAMC p = p
11N6 rpp►"•OVD aO
SHEp5 LAAY 17 1It zno
U b U1 0
OT I O 5.0 ACRES ~ U) Z
W N 5.0 AGRE5 3 ~ 41 Q D
O 'O SL60N15I0~ -Z O O - w
p rl~~NO~~_0\4 AL FOR 0 32
OF A ~O (p O Z Z 01 O I, ( DQCtc 1.4 `G'O~ C?S1C S`i~~~~' i N `9~~1 2 O 4~a
O O 0'5 O gV1~O OS~62:gyp' MAR5H a ~y Z W
rn 9Q 2 Z RtiFER A RAE A ► Z a~
r
335.89 , 4 J~
~j 652.0+
Y 333.2.1
N 89°4135E 1321. 14SCALE 1"--2
o Indicates 1" x 24" iron pipe stake set weighing 1.13 lbs./ft. set.
Description:
That certai.n narcel )f land located in V-e `.ortheast 1/4 of the Northwest 1/L.
of Section 34, Township 30 'North, Range 19 eiest, To*.'n
of St. Joseph, St. Croly. C,:unty, Wisconsin, more fully described as follows;
Comnencinq at the ?North 1/4 corner of said Section 34, the POINT OF BEG I-NrvG of
the narcel to be herein described; thence go N 90000100111 1317.15' aloe; the
North line of the `'-'-o.rthwest 1/4 of said Section 34; thence do S 00038'30"E 6';4.541;
thence go N'd 89041'35"E 1.321.141; thence go N 010001001"N 647.54' alon7 the East
line of the Northwest 1/4 of said Section 34, to the POINT OF BEGIN I1M of the
above described parcel, containing 19.72 acres, more or less, and is subect to
easement over the Northerly 33' thereof for To,:n Road purposes.
( far purposes of this description all bearings are referenced to the North line
of the Northwest 1/4 of Section 34, T 30 N, R 19 W, assumed N 90000' 00"W)
( State of Wisconsin )
( County of St. Croix )
I, James L. Murphy do hereby certify that by, direction of the Owner, Thomas
Allemani, I have surveyed and divided the lands shown hereon in accordance with
official records, Chapter 236 of Wisconsin Statutes and the Ordinances of St.
Croix County; and that the above map and description are a true and correct
renresentatibn thereof.
James L. Murphy
/fterri.stered Land Surveyor