HomeMy WebLinkAbout032-1099-30-075 (2) r
f * Department of #1707
SOIL EVALUATION REPORT
'.� P a Safety and
in accordance with Comm 85,Wis.Adm.Code Page 1 of 4
Professional 2'rM ' Schmitt Soil Testing,Inc.
County
Attach complete site plaA on paper not loss than 8%x 11 inches iftize Plan mu# t. Croix
include,but not limited to vertical en ontal reference point(BMA erection and pI
percent slope,scale or 1si s n rth arrow,and location and distanceto.nearesf ad. parcel I.D. 5 I �75 0
Pa of:032-1099-
U75
Please prin>c�(h,Wormation. V1e y D
Personal information yokwq' fl array tie used for secondary purposes(Privacy Law,s.15.04(1)(m)).
Property Owner Property Location
LeMire, Duane&Marilyn Govt.Lot NE1/4, NE1/4,S36,T31N, R19W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
755 190th Ave g 1 Proposed 8.9 Acre P rcel
City State Zip Code Phone Number City []Village ❑ Town Nearest Road
Somerset I WI 1 54025 715-247-3870 Somerset I 190Th Ave.
New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate_ 600 . —GPD
❑Replacement ❑ Public or commercial-Describe: /jD P/WA U'✓1'L*j
Parent material Glacial till (Amery Series) Flood plain elevation,if applicable NA ft.
General comments Area is suitable for a mound system. System elevation is 101.21'based off a contour line established at 100.13'. Slope of area is
and recommendations: 17%. Depth to limiting factor is 23". ,t r�-��� D, � 1 �(p (4,0- D.
F-11 Boring# ❑Boring
Pit Ground surface elev. 100.73 ft. Depth to limiting factor 23 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Fas Roots GPD/ft'
T-
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Efr#2
1 0-8 10yr3/4 none grsl 2fsbk mvfr 2vf 0.6 1.0
2 8-23 10yr5/3 none Ifs icsbk mvfr 2vf 0.5 1.0
3 F44-84-44 7.5yr4/4 c2d 7.56/6/2 7.56/6/8 grsl imsbk mfr gw ivf 0.4 0.7
4 7.5yr5/4 c2d 10yr6/2 sl Om mfr ---- ------ 0.2 0.6
10yr6/6
2]Boring# ❑Boring
Pit Ground surface elev. 100.73 ft. Depth to limiting factor 24 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. *Eff#1 *Eff#2
1 0-6 10yr3/4 none grsl 2fsbk 7mvfras j2vf,2f 0.6 1.0
2 6-24 10yr4/4 none grsl 2fsbk 0.6 1.0
3 r44-84 44 7.5yr4/6 c21d0y g/1 grsl imsbk 0.4 0.7
7.5 r5/4 c2d 7'5yr6/2 grsl Om mfi ---- ------ 0.2 0.6
4 Y 7.5yr6/6
Effluent#1 =BODS>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: _-I CST Number
Thomas J. Schmitt _�� 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond,WI 54017 2/27/2013 715-760-1978
SBD-8330(R.07/00).
Property Owner LeMire,Duane&Marilyn Parcel ID# Part of: 032-1099-30-075 Page 2 of 4
Boring
3 ❑Boring# Pit Ground surface elev. 96.13 ft. Depth to limiting factor 26 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eff#1 "Eff#2
1 0-18 10yr3/3 none sl 2mgr mvfr as 2vf,2f 0.6 1.0
2 18-26 10yr4/4 none sl 2fsbk mvfr gw lvf 0.6 1.0
3 26-41 7.5yr4/6 c2d 6/i
10yr6/r6/6 scl 2msbk mvfr gw lvf 0.4 0.6
4 41-50 7.5yr4/4 c2d 10yr6/2 sl Om mfi cs ------ 0.2 0.6
10yr6/6
5 50-78 10yr5/3 m2d 7.5yr6/1 sil Om mfi ---- 0.0 0.2
7.5 r6 8
F-1
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. "Eff#1 "Eff#2
F-1 ❑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
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *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.
SBD-8330(R.07/00)
Schmitt Soil Testing,Inc.
z
Page 3 of 4
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Duane&Marilyn LeMire
Thomas J. Schmitt, CST 227429 Address: 755190th Ave.
1595 72nd St. City, State, Zip: Somerset,WI 54025
New Richmond, WI 54017
Phone: 715- -1978 PID: Part of:032-1099-30-075
Signature Lot No. : 9 (Approx 8.9 acre parcel)
Date :,Z --v? 7 1—,,20 13 Legal Description: NE1/4 NE1/4 S36 T31N R19W
Backhoe Pit Township, County: Somerset,St.Croix County
A Bench Mark 1 El. 100.00'Top of 3/4"steel pipe.
0 Bench Mark 2 El. 98.23'Top of 3/4"galvanized steel pipe
Slope= 17% Contour Line El. 100.13' Contour Line Length 90'
1"=40'
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BETH PABST
REGISTER OF DEEDS WX
CERTIFIED SURVEY MAP CE CROIX R R CO
ECEIVED FOR RECORD
LOCATED IN PART OF THE NE y OF THE NEY4 AND PART OF THE NW%4 OF 04/12/2013 1:04 PM
THE NE%4 OF SECTION 36,T31N,R19W,TOWN OF SOMERSET,ST.CROIX EXEMPT #:
COUNTY,WISCONSIN,BEING LOT 5 OF CERTIFIED SURVEY MAP REC FEE: 30.00
RECORDED IN VOLUME 18,PAGE 4810 AT THE ST.CROIX COUNTY COPY FEE: 3.00
REGISTER OF DEEDS OFFICE. PAGES: 2
THE CONTIGUOUS BUILDABLE AREA (CBA) SHALL BE VERIFIED PRIOR TO ANY EACH PARCEL SHOWN ON THIS MAP IS
CONSTRUCTION FOR COMPLIANCE WITH ORDINANCE REQUIREMENTS. PER THE TOWN SUBJECT TO STATE, COUNTY AND TOWNSHIP
OF SOMERSET SUBDIVISION ORDINANCE, THE DEFINITION OF CBA MEANS THE AREA OF LAWS, RULES AND REGULATIONS (I.E..
A LOT FOR STRUCTURES EXCLUSIVE OF WETLANDS, FLOODPLAINS, SHORELAND WETLANDS, MINIMUM LOT SIZE, ACCESS TO
SETBACKS, PONDS, LAKES, DRAINAGEWAYS, ROAD RIGHTS-OF-WAY, EASEMENTS, PARCEL, ETC.) BEFORE PURCHASING OR
APPLICABLE STRUCTURE SETBACKS, SLOPES OF 25 PERCENT AND GREATER AND DEVELOPING ANY PARCEL CONTACT THE ST.
OTHER SENSITIVE AREAS. CROIX COUNTY ZONING OFFICE AND THE
APPROPRIATE TOWN BOARD FOR ADVICE.
Y.CORNER,SEC.38 —S89°35'18"E 2636.27'—
�ff.UP?�8.i'E® NORTH LINE OF THE NE1/4 UNPp.,6�'ITIEI�
(3/2'IRON REBAR FOUND) h�PpQF$. NE CORNER,SEC.)
( S89°35'14°E) IS f TFi r1.i!f i l_1f.. � (S.M.NAIL FOUND)
---S89°35'18"E--—------ 564.23'' --'$81S 65'i6'E T10��0` _---537.57'-
____ — —
_- S89°35'18"663.75'
----562.32' ---- - 209.54' S89°35'18-E
m S89°16'30"E 771.66' a 330.34' S }
s (R S89°16 9"E) (R S89°35'14"E) m M
HOUSE ��pp HOUySgE
A"Vf..T..11. WELL 03 N I.OT.�.
P�9_VOL._(5 ® V �saa (�Nq��qpppppp yyqq�I I
y o SOIL
Y."((S—t�!eLL..�..�ia..v�.�l. N BORINGS
I ' O l(3 t0 LOT 9 0 ® co
�� SEPTIC
VENT 402,811 SQUARE FEET(9.25 ACRES) (R S89°23'33"E) o
a I i INCLUDING RIGHT-OF-WAY S89°23'37"
LOT 8 385,158 SQUARE FEET(8.84 ACRES)
" 711,326 SQUARE FEET(16.33 ACRES) EXCLUDING RIGHT-OF-WAY I" k'
INCLUDING RIGHT-OF-WAY (NET PROJECT AREA>5.0 ACRES) ° v
694,253 SQUARE FEET(15.94 ACRES) t°
EXCLUDING RIGHT-OF-WAY S
N S
^ (NET PROJECT AREA>10.0 ACRE J) N89°32'05'1M 726.28' Of
° (R N89°32'01"W )
lkO.T._;8. I CSM VOL.12
®., 1®. � ,._ 34.�.
� Ys ppaa ��pp4��vU'..�n q I
Z C4 u, F ,..44 L — — —
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rn SCALE IN FEET
v o
O 125 250'
1" - 250'
r —_
- - --
BEARINGS REFERENCED TO THE NORTH
LINE OF THE NORTHEAST QUARTER OF I �.....
SECTION 36, LINE BEARS S8935'18"E ST. Cem-VOL.T
CROIX COUNTY COORDINATE SYSTEM, PQ ,30}U
W.C.C.S. N.A.D. '83 ( '91 ADJUSTMENT )
- N89°28'52"W 534.84'
t3' (RN89°2T48"W) I - -- -- - - - - -- - -
I �'I
®' OUTLOT.9.
"PLATT910 LAND
LEGEND
Z..T.....AJ10..0.J._T_(.®.-N!
® SECTION CORNER
(AS NOTED ) I I ��^'••••••• °"°
® FOUND 1" OUTSIDE DIAMETER IRON PIPE * f GRAN ER
® FOUND 1.25" OUTSIDE DIAMETER IRON PIPE = S-2295
x x INDICATES FENCE NEW RICHMOND
is SET 0.75" DIAMETER BY 18' LONG IRON REBAR, fit WIC
WEIGHING 1.502 LBS. PER LINEAR FOOT ... J
( R ) INDICATES PREVIOUSLY RECORDED INFORMATION SUR'4 zu i 3
I
G) LAND SURVEYOR: PREPARED FOR:
.S SOLUTIONS JOSEPH GRANBERG THOMAS LEMIRE DRAFTED BY: JWG
1235 CTY RD. E 746 190TH AVENUE JOB NO, 100-148 SHEET
G•'RANB G NM -T.E NEW RICHMOND, WI 54017 SOMERSET, WI 54025 DATE: 03/20/13 1 OF 2
Vol 26 Page 5918
Parcel #: 032-1099-30-075 03/19/2013 08:31 AM
PAGE 1 OF 1
Alt. Parcel#: 36.31.19.461A-30 032-TOWN OF SOMERSET
Current ❑X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units
08/13/2004 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
0-LEMIRE, DUANE& MARLYN
DUANE&MARLYN LEMIRE
755 190TH AVE
SOMERSET WI 54025
Districts: SC=School SP=Special Property Address(es): *=Primary
Type Dist# Description "755 190TH AVE
SC 5432 SCH DIST OF SOMERSET
SP 1700 WITC
Legal Description: Acres: 25.576 Plat: 4810-CSM 18-4810 032-2004
SEC 36 T31 N R1 9W PT NW NE& PT NE NE CSM Block/Condo Bldg: LOT 05
18-4810 LOT 5(25.576 AC)
Tract(s): (Sec-Twn-Rng 401/4 160 1/4)
36-31N-19W NW NE
36-31 N-1 9W NE NE
Notes: Parcel History:
Date Doc# Vol/Page Type
08/13/2004 771697 18/4810 CSM
01/12/2001 636746 1575/175 WD
07/23/1997 714/567
2012 SUMMARY Bill M Fair Market Value: Assessed with:
176566 205,800
Valuations: Last Changed: 10/12/2010
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.000 25,000 156,300 181,300 NO
UNDEVELOPED G5 14.576 27,300 0 27,300 NO
PRODUCTIVE FORST LANDS G6 8.000 32,000 0 32,000 NO
Totals for 2012:
General Property 25.576 84,300 156,300 240,600
Woodland 0.000 0 0
Totals for 2011:
General Property 25.576 84,300 156,300 240,600
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: 08123/2005 Batch#: 55-6
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NE 74 OF THE NEY4 AND PART OF THE NW%4 OF
THE NEY4 OF SECTION 36,T3 IN,R19W,TOWN OF SOMERSET,ST.CROIX
COUNTY,WISCONSIN,BEING LOT 5 OF CERTIFIED SURVEY MAP
RECORDED IN VOLUME 18,PAGE 4810 AT THE ST.CROIX COUNTY
REGISTER OF DEEDS OFFICE.
THE CONTIGUOUS AREA BUILDABLE (CBA) SHOWN SHALL BE VERIFIED PRIOR TO ANY EACH PARCEL SHOWN ON THIS MAP IS
CONSTRUCTION FOR COMPLIANCE WITH ORDINANCE REQUIREMENTS. PER THE TOWN SUBJECT TO STATE, COUNTY AND TOWNSHIP
OF SOMERSET SUBDIVISION ORDINANCE, THE DEFINITION OF CBA MEANS THE AREA OF LAWS, RULES AND REGULATIONS (I.E.,
A LOT FOR STRUCTURES EXCLUSIVE OF WETLANDS, FLOODPLAINS, SHORELAND WETLANDS, MINIMUM LOT SIZE, ACCESS TO
SETBACKS, PONDS, LAKES, DRAINAGEWAYS, ROAD RIGHTS—OF—WAY, EASEMENTS, PARCEL, ETC.) BEFORE PURCHASING OR
APPLICABLE STRUCTURE SETBACKS, SLOPES OF 25 PERCENT AND GREATER AND DEVELOPING ANY PARCEL CONTACT THE ST.
OTHER SENSITIVE AREAS. CROIX COUNTY ZONING OFFICE AND THE
N%CORNER,SEC.36 —S89°35'18'E 2636.27'— APPROPRIATE TOWN BOARD FOR ADVICE.
F��ED NORTH LINE OF THE NEIA UNPLA_1(�P.
(%"IRON REBAR FOUND) LA D.S NE CORNER,SEC.)
(R S89°35'14"E) 11)(ITpa y � (S.M.NAIL FOUND)
.....................................
-----------------------------_----564.23'--- Sq$9 37'T8"E�'f61.80T----- 537.57 -----
02' _ _ 2__♦____ D=454'__ S89°35'18" 6E 63.75'_�—
562.32' 209,54' S89°35'06'E $
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SCALE IN FEET
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1" = 150'
t
LOT
:.; :.:....:::.:;.;•::.::;':•..;:.:.:.::::::::.::.::;:;.:;:::.:..:;.:;•:;:. BEARINGS REFERENCED TO THE NORTH LINE OF THE .cos,•�M,_VOL.1_2.
NORTHEAST QUARTER OF SECTION 36, LINE BEARS t
» 31�
t::: ;;;.:::•;i;<;:;':;:':;:.;::;::::a::';:a;•:;;:•ri<;;:::.;.::•::•;r::;:x::::c:,;:.: S89'3518 E ST. CROIX COUNTY COORDINATE
SYSTEM, W.C.C.S. N.A.D. '83 ( '91 ADJUSTMENT )
...:....::.:... - - - - - - -I- - - -- -
13' (RN89°28'48"W) - - - - -- - -
aI
i
UNPLATTED LANDS
o 0: I
LEGEND e D D T .
L 10.1m
SECTION CORNER
(AS NOTED )
• FOUND 1" OUTSIDE DIAMETER IRON PIPE
• FOUND 1.25» OUTSIDE DIAMETER IRON PIPE •
INDICATES FENCE
y _l
12 SET 0.75° DIAMETER BY 18° LONG IRON REBAR,
E 4
WEIGHING 1.502 LBS. PER LINEAR FOOT »
y ;� r,`(:y.j`,..jMOND
�
R PREVIOUSLY RECORDED INFORMATION /� �VI
4(t*
D=257' INDICATES DISTANCES BETWEEN �` - - a°°" "•Q
PROPOSED AND EXISTING DRIVEWAYS CC.�� ree y
CONTIGUOUS BUILDABLE AREAU���
°r...
'G� LAND SURVEYOR: PREPARED FOR:
I S SOLUTIONS JOSEPH GRANBERG THOMAS LEMIRE DRAFTED BY: JWG
1235 CTY RD. E 746 190TH AVENUE JOB NO. 100-148 SHEET
NEW RICHMOND, WI 54017 SOMERSET, WI 54025 DATE: 03/20/13 1 OF 2
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