HomeMy WebLinkAbout036-1052-10-100 Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations
Division of,Safety&Buildings In accord with ILHR 83.05,Wis. Adm. Code
I- I COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix
not limited to vertical and horizontal reference point(BM),.djreGtion and%of slope,scale or PARCEL I.D.#
dimensioned, north arrow,and location and distance to'-earest road. 036-1052-10—/0 a
APPLICANT INFORMATION—PLEASE P�#I�NT ALL INFORMATION
REVIEWED BY DATE
i r. >G5 a tvc S ��•9y
PROPERTY OWNER: Aldl4&A C544 >, PROPERTY LOCATION
J GOVT.LOT NE 1/4 NE 1/4,S 22 T 31 ,N,R 17 for)W
PROPERTY OWNERS MAILING ADDRESS f � ¢ L BLOCK# SUBD.NAME OR CSM#
926 Derrick Dr. sr,�w_ 2, na csm �g �.�i-
CITY,STATE ZIPCOD
PH S❑nit:]VILLAGE ®fOWN NEAR�lOthD Ave.
New Richmond, WI. 54017 � ',(7 899
[ C uction !_�U_se [x] Residential/ bisrb L 4 [ ] Addition to existing building
Ic] Replacement 7/ [ ] Publicorcommercia f 1-DA T') C t'ie-e T
Code derived daily flow 600 gpd Recommended design loading rate •2 bed,gpd/ft2 -3 trench,gpd/ft2
Absorption area required nip bed,ft2 .500 trench,ft2 Maximum design loading rate .2 bed,gpd/0 .3 trench,gpd/ft2
Recommended infiltration surface elevation(s) 97.77 It (as referred to site plan benchmark)
Additional design/site considerations system el. based on contour 1 ine of el. 96.10'
Parent material glacial drift Flood plain elevation, if applicable na ft
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable for s stem ❑S R)U CAS ❑U ❑S ®U ❑S ®U ❑S ®U [IS ®U
SOIL DESCRIPTION REPORT _ cot en4e. c46>;'zt
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench
..................
.................
"._..1....' 1 0-10 10yr4/2 none 1 lcsbk mfr gw 2f .4 .5
2 10-18 10yr4/4 none sil lcsbk mfr gw if .2 .3
Ground 3 18-25 10yr4/4 22p 7.5yr5/8 sil lcsbk mfr gw na .2 .3
ele25--v.
Oft 4 25-48 5yr4/4 c2p 7.5yr5/8 scl lcsbk mfr na na .2 .3
Depth to
limiting
factor
181,
Remarks:
Boring#
_ 1 0-8 10 r4/2 none 1 lcsbk mfr gw 2f .4 .5
� y
2 < 2 8-20 10yr4/4 none sil lcsbk mfr gw if .2 .3
::>::.............:.
3 20-31 5yr4/4 none scl lcsbk mfr gw na .2 .3
Ground
elev. 4 31-50 5yr4/4 none scl M na na na np .2
96.29.
Depth to
limiting
factor
31"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. New Richmond. WI 54017
Signature: Date: 4-27-99 CST Number: m02298
PROPERTY OWNER Don Singerhouse SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL I.D.# 036-1052-10
Depth Dominant Color Mottles Structure GPD/ft
Boring# Horizon Texture Consistence Bouncky Roots
in Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench
1 0-8 10yr4/2 none 1 lcsbk mfr cs 2f .4 .5
— n sil lcsbk mfr • w if .2 .3
.. 2 1 44 none 816 Or
/ 9
Y
3 16-20 10 r4/4 c2p 7.5yr5/8 sil lcsbk mfr y-w if .2 .3
'�.round � Y
G .
elev.
96.6ft. '4 20-50 5yr4/4 c2p 7.5yr5/8 scl M na na na np .2
Depth to
limiting
factor
Remarks:
Boring#
13
Ground
elev.
ft. —
Depth to --
limiting
factor
Remarks:
Boring#
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring#
Ground
elev. i
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
v
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
Donald Sin erhouse
CSTM2298 g New Richmond, WI 54017
MPRSW-3254 NE4NE4 S22-T31N-R17W (715) 246-6200
town of Stanton
1 lot #2-csm
NI
1"=40'
BM.= top of St. croix Co. survey section marker @ el. 100.00,
Atl. Bm.= top of 1" pvc pipe @ el. 97.80, (]
210i0
417
(t N p ktl
F.JA
�dW0 sloe C �—��-
��
Gary L. Steel
4-27-99
FILED
D 3
6 .6095 MAR I a 6 DEC 1 1999 1,
KATHLEEN H.:111,
Regtsler of Oee� �
ST.CftUIX COUNTY SLCtoixC0 M
CERTIFIED SUR F.CU D
3782
T
Located in part of the Northeast Quarter of the Northeast Quarter and part of the Southeast Quarter of the Northeast
Quarter of Section 22, Township 31 North, Range 17 West, Town of Stanton, St. Croix County, Wisconsin.
UN_P_LA_T_TED LANDS
JOB #99084 (stal) - NORTHEAST CORNER
Drafted by. Kristi A. Eyiondl 210TH AVENUE SEC 22-31-17
--- ----------589'31'40-E 2573.34'---------- (ALUM. CO. MAN.)
- - - - - - - - - - - - — —
w - RECORDED AS=N89'5010 W -
. . - --S 40' 34------- - w —
S89'31'40'E 1930.00' w ,� — 225.20---�' `— 418.14'——_ i —w
_ _ _ i w
NORTH 114 CORNER — —225.17' I �'� 418.23' '
SEC. 22-.31-17 ► � 6 --- -SB911'40'E 643.40'- Jr \�
SET R.R. SP/KE w z I w T '- -1w
( ) w 210th w I ' 5
c g I Avenue o O.W. 210th f$OIL.�...
n o -4 z w 1 w venue L AREA
2.o m 0 y, B ILDING SETBACK LINE•• 'I•
N TH LINE Ar THE
o - j YI4 > o N 114 OF SEC 22
n m = A n
EA.. �
0 o m m i y,R .
c'r' c o 3 .» rt 1 I i
= o
— 1 I v u'
to 2 y o =. o I v ,
� y � Q3 I; IM oz LOT 4
o . x I I o
°° of °3� o f- iv i0 a N LOT 5
taoc � o 7 0 ' m IDImi-' � N v
z ' ZI �a �m I - �� N DOTAL AREA:
0.0 v = I I \ $ 742,406 SQ. FT. Z
c� p .r v cS
?.a' c to w� c I� i> 17.04 ACRES m
M a y o o� 3 Iv Ri at TOTAL AREA•
ti �m C fD M �, 129,480 SO. FT. AREA EX
•o a n i
o m o o.o 4 2.97 ACRES 728,606 SQ. FT. "J
m
U.
y rn
m � 16.73 ACRES �p�
_ f y A AREA EXCL. R.O.W.R .W ��"
s 1
_ re
v I
m _ w ( I
�� =c � �' � I 122,043 S FT.
.. _ v Q I
O
a > CL �c
CL 2 m I
i° 'e' ^i I 2.80 ACRES
�`< 3 0
0 a 3 rt oy S89'31'40"E 225.17' \� j
a o
jg I
c ,. �•
a c"
3 . -.
-
I S ow �' IC:
3-0
� 0 -0 o� I Z
o >.-F7ND /.P. IS S887146'W M
N'
ce
o / �►.l i� 0.45'FRO/ FND 1"1.P.
ri
n jrD
r*t I
rt
0 l"I.P.P FROM MAP OF SURVLrY # m Iv
n a I \ (��r Ig
Z C') o I� I� ` �i� N Ivi
3 m
m
r j j Iv Ir 1'/.P. FROM C.S.M. VOL. 1 PG, 124 C11 CL
Doi Z � ,N cl'`gc�aNf•,, g
rri
Z (n NO TH v o ni n JOHNSON
mN \ 8-1 roc I
!")z =r N # AMERY. r
D O v II 0 t. C W15t' cam,
No to n N • ( �,•' 0 yi'C) C3
w M CD
r*1 Z CA r .--••fND I.P. IS S8872717'
I
le
�!� 0.5.3 FROM EAST LINE
LOT 2 CSM V. 1 PG 124
z z
OM #ti
MV o r . .
I of
1
Prepared for and at the re uest of: / SOUTH LINE OF THE NE 114 OF THE NE 1/4
OWNER: — , . — . .—� —. .— .. —.. — . .— .. —. .1 . . —. . — ..—. . —. — .. I
Delbert Dodge NAR7H LINE AF LOT 3 C.SM. RXUME 1 PAGE 124 f
62 River Hills Drive -
ver Fails, WI 54022 ST.CROIX C 89''1`3'43" 6'48.67'
Pre b anning Zoning and Parks Committ RI CORDE S-S89'5 7' z i
Prep
NORTH LINE' OF 7HE SE s I
LOT 3 N
A & E n�'� q -- ern
7 -- 1 4 OF 7NE NE 1 4
LAND SURVEYING do CIVIL EAVEERING 199(CERTIFIED SURVEY MAP--Phone No. (715) 246-4319 OLUME 1 PAGE 124 EAST 1 4 GARNER----- - /109 East Third Street, rAOXde thin 30 da New Richmond, WI 540 proval date approval sha SEC 22-3l-17
(SET 1'IRON PIPE) 4*4
Sheet 1 of 2
null and void
Vol.14 Page 3782
Parcel #: 036-1052-10-100 06/20/2007 04:57 PM
PAGE 1 OF 1
Alt. Parcel#: 22.31.17.325A-10 036-TOWN OF STANTON
Current X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
DELBERT J&JULIE C DODGE O-DODGE, DELBERT J &JULIE C
170A DELANDER DR
RIVER FALLS WI 54022
Districts: SC=School SP=Special Property Address(es): '=Primary
Type Dist# Description
SC 3962 NEW RICHMOND
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 17.040 Plat: 3782-CSM 14/3782
SEC 22 T31 R1 7W PT NE NE BEING CSM Block/Condo Bldg: LOT 5
14/3782 LOT 5 17.04AC
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
22-31N-17W NE NE
Notes: Parcel History:
Date Doc# Vol/Page Type
06/18/1999 605212 1435/210 WD
06/18/1999 605211 1435/207 AF
06/18/1999 605210 1435/205 WD
08/04/1997 1255/341 WD
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 04/16/2007
Description Class Acres Land Improve Total State Reason
UNDEVELOPED G5 17.040 18,000 0 18,000 NO
Totals for 2007:
General Property 17.040 18,000 0 18,000
Woodland 0.000 0 0
Totals for 2006:
General Property 17.040 15,000 0 15,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch#: PRGRM
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Hwman Relations
Diviaan of Safety&Buildings in accord with ILHR 83.05,Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,but St. Croix
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.#
dimensioned, north arrow,and location and distan arest.`ad. 036-1052-10 -100
APPLICANT INFORMATION-PLEASE q.' .�4 L-iNFt�1R ION REVIEWED BY DATE
PROPERTY OWNER: �' iw r PROPERTY LOCATION
GOVT.LOT NE 1/4 NE 1/4,S22 T 31 AR 17 k(or)W
PROPERTY OWN AIL DRESS l ', LOT W- 1 SUED.NAME OR CSM# �t�� D DL 926 Derrick Dr. m � 0 CITY,STATE ZIP ODE. PH EVER' ❑CI VILLAGE [DOWN NEAREST ROAD
New Richmond, WI. 5400'_'-, �6-3899 ; Stanton
[� New Construction Use 61 Residen' 1"/,N- of 'had 4 [ ] Addition to existing building
[ ] Replacement [ ] Public or com-fn all d�sri
Code derived daily flow 600 gpd Recommended design loading rate .2 bed,gpd/ft2_.3 trench,gpd/ft2
Absorption area required na bed,ft2 500 trench,ft2 Maximum design loading rate .2 bed,gpd/ft2 .3 trench,gpd/ft2
Recommended infiltration surface elevation(s) 100.90 ft (as referred to site plan benchmark)
Additional design/site considerations system el based on contour 1 ine nf el 99 qO I
Parent material glacial drift Flood plain elevation, if applicable sue-ft
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem EIS ®U ®S ❑U ❑S CR U ❑S Ji7 U ❑S C�kU ❑S [ U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Bour>day Roots GPD/ft
Boring# Horizon in Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench
1 0-6 10yr2/2 none 1 2mgr mfr cs 2c .5 I .6
2 6-16 10yr5/4 none sil lcsbk mfr gw lm .2 .3
Ground 3 16-26 10yr4/4 none sil lcsbk mfr gw if .2 .3
elev.
99.9 ft. 4 26-31 5yr4/4 none scl lcsbk mfr gw if .2 .3
Depth to 5 31-55 5yr4/4 c2p 7.5yr5/6 scl M na na na np .2
limiting
factor
Remarks:
Boring# 1 10-7 10yr2/2 none 1 2mgr mfr cs 2c .5 .6
<< 2 € 2 7-27 10yr4/4 none sil lmsbk mfr gw lc .2 .3
3 127-43 5yr4/4 none scl lcsbk mfr gw if .2 .3
Ground
elev. 4 43-60 5yr4/4 c2p 7.5yr5/8 sci M na na na np .2
99.q ft.
Depth to
limiting
factor T1
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 20MAve., New Ric and WI 54017
Signature: Date: 4-27-99 CST Number: m02298
PROPERTY OWNER Don Singerhouse SOIL DESCRIPTION REPORT Page 2*of 3.'
PARCEL I.D.# 036-1052-10
Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trends
1 0-7 10yr2/2 none 1 2mgr mfr cs 2c
3
Ma 2 7-14 10 r5/4 none sil lcsbk mfr gw lm .2 .3
Ground 3 14-26 10yr4/4 none sil lcsbk mfr gw if .2 .3
elev.
9q.7 ft.. 4 26-31 5yr4/4 none scl lcsbk mfr gw na .2 .3
Depth to 5 31-60 5yr4/4 c2p 7.5yr5/8 scl M na na na np .2
limiting
factor
31"
Remarks:
Boring#
Ground
elev.
ft.
Depth to _
limiting
factor
Remarks:
Boring#
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to `
limiting
factor
Remarks:
SBD-8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Don Singerhouse 1554 200th Ave.
CSTM2298 NEgNE4 S22-T31N-R17W New Richmond, WI 54017
MPRSW-3254 town of Stanton _ (715) 246-6200
lot &P-1`S OU-1 K4W
N
1"=40'
BM.= top of 1" pvc pipe C el. 100.00,
Alt. BM.= top of SW lot stake @ el. 94.70'
down 3/0
C-✓tILL s
0�
Gary L. Steel
4-27-99
FILED
61.6095 MAR ; 6
DEC 1 1999 b. 3
KATHI EEN K WMM
Aepister of Deed �
ST.CROIX COUNTY St,CrOlIx" YW
S R UY FCO D
CERTIFIED SUR 3782 ti rn
Located in part of the Northeast Quarter of the Northeast Quarter and part of the Southeast Quarter of the Northeast
Quarter of Section 22, Township 31 North, Range 17 West, Town of Stanton. St. Croix County, Wisconsin.
UN_P_LA_T_TED_LANDS
JOB #99084 (stat) - NOIR7H£AST CORNER
Drafted by. Kristl A. Eylandt 210TH AVENUE_ SFC: 22-31-17
----------S89-31-40-E 2573.34'---------- (ALUM. CO. MON.)
_W. -- ___RECORD AS=N89'5014'rW_
-S I!19'311 40*E 643.34-------
S89'31'406E —1 930.00 w , ,� 418.14' -�i w
NORTH 114 CORNER - — —I Ti I ` 225.17' / ,�� `——— 418.23' ��
SEC. 22-JI-17 ► 1 1• --- -589'31'40-E W.40'-7 -r--r jr \1
SET R.R. SPIKE u z I W .. .+-
( ) c g 210th u I ......TES
Avenue o O.W. 210th rg01L....... ...t. t
0 0 o p w 1 w venue LEA..... :
................
v'5 m O • � ^. B•ILDING. SETBACK LINE.. .•.........: ....•.
i
7H LINE OF THE
'�'I =o N N m I ��,OI AS:Y' o N 114 OF SEC 22
n m o o m to 1�7 n 1 ,ARE.. a►
0 v C a rt n G 1?1 1 �'.'.'.'.' U;
2 '°
iF o 0 -.-, IP I� v 1 ��� cn
.n � my Q3 ' IC r. Im oz
p ° c • pcx f7 IrnI° ir y � LOT 4
Co �f 3� IJltni0 N � N N LOT 5
a 0 5 0 m IDI� 1 v
c o 1 m 1� rs TOTAL AREA:
CL 'a o i 1 \ 742,406 SO. FT. Z
0 CA m'7a I y o v-9 C 14. 1> INA TOTAL AREA• 17.04 ACRES m
a ° 11 °c fD m '" �' 129,480 SQ. FT. AREA EXCLUDING R.O.W.:
m w !++
A a CR ' n a 4 2.97 ACRES 728,606 SQ. FT.
� AREA EXCL. R.O.W.-8 f y ' 16.73 ACRES I
-•o re �, v s u I I
�, o �� 2 122,043 SO. FT.
�n I
'e• � 2.80 ACRES r1
O O N .O+
i
r�� I
3 0 i ~
0 0 3 En N 589'31'40"E 17' \ I
n 3 rt v 1
a m 3 a � �t
a n o n
I i ! IC:
oa o N t �/ I ,� :FNO I.P. IS SBB7146"W � � h
0.45'FROM fND 1"lP. r*i I�
19 0 3 t i i�1- GNI MAP OF SURVEY
rt y c �rn Iz
Io I� / o' NU Io
Z rn n o is l �. .� N Ito
C7 D Im Io C� O
_ r- iJ I tn I° 1 I.P. FROM C.S.M. KX. 1 PC 124 Q� i
N C) — I a I 1� rMWititlRJAr < 1
o in Z la 1M iN r G*~JJfy
atna rr, I�ij I_< ;a g vj N 1
N cn m 1
C 0 m -ml> I N I; n Mi of b � 2`t; 99 >i 1
_ e �. R NALD F.
t7 Z rn f7 NO TH o z 2 n JOHNSON It
0"M z �-n a a: � -4 AMERY.
CD D O�o' 11 u, it 2 Wis.t
not M M �► < .IrOQ
y in o o n d M\n� �fj q ' ..t .�:SU
CD T-a ID'.4 Wm m i
z in �. �►ru
�°z r`: / T .--FNO I.P. IS 58872'11 E I
j �!� 0.53 FROM EAST LINE
D r p _ ��` LOT 2 CSM V I PG 124
z
Fri
m r. . 1
NCA
Prepared for and at the request of: oo" ,1 ,
OWNER: — • — • •—/ _ _SOU7H LINE OF_7NE NE 114 OF ME NE
Delbert Dodge _ -�1F NORTH LINE OF LOT 3 C.SM. Vt7LUd/E 1 PACE 124
562 River Hills Drive
River Fails, WI 54022 ST.CROIX CNIN10Y N89'43'43-W 846.67'
Prepared by.
Planning Zoning and Parks Committee RECORDED AS-S89'50'10"E 646.77' z
LOT 3
NORTH LINE' OF 7H£S£ ••'2 1 ,
A & E aF(; 114 OF ME NE 114 ti CA;
LAND SURVEYING do CIVIL E'RONEE;IWG 1999 CERTIFIED_SURVEY_MAP N
Phone No. (715) 246-4319 VOLUME 1 PAGE 124- EAST 114 CORNER !
109 East Third Street, y ---- SEC. 22-31-17
New Richmond, N 540 r de�thln 30 days o1 '-----
provai data approval shall be (SET 1'/RON PIPE)
Sheet 1 of 2 null and void
Vol.14 Page 3782