HomeMy WebLinkAbout040-1227-10-100 (2) Wisconsin Department of Commerce SOIL EVALUATION RT 3
Division of Safety and Buildings Pag of
in accordance with Comm 85,Wis. Adm. Codel
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must Coun 1
include, but not limited to:vertical and horizontal reference point(BM),direction and
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. C)L4 O —1Z Z7 — _
Please print all information. Re ' e Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ////Z�,� �(�
Property Owner , +
/ W``'( tip f g ` � Prop , Location
Govt. of 1/4 — 1/4 S T ZS N R E(or W�
Property Owner's Mailing Address Lot ` Block# Subd.Name CS 7
l IZ Cj htf.►� �-lA6C -� NE, t... � 20C _ ?
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City State Zip Code P one Number ❑ ❑Village [aTown Nearest Road
�1 V� F��s L\j S�{o Z-Z44-( _ �-tZ al Y S R-L1S l4fl{J tZ .
® New Construction Use: Residential/Number of bedrooms _ Code derived design flow rate_ 0\0 0
GPD
❑Replacement ❑ Public or commercial-Describe:
Parent material G 1,._P,C ,1.Al OUT Wi�-S M Flood Plain elevation if applicable
General comments
and recommendations: (j "� iye v 7 1K U Lo�v6 W 1T-i4 1 Aj Pl
or- c,4rz �3 --u Z�L- '�-r eft , 8`3
Boring# ❑ Boring
[� pit Ground surface elev.Q 3�,3 ft. Depth to limiting factor �6 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
i
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
! 0 -)0 Io�t 2 Z 1? L Zs
Z vD --18 )1� _ L
.q 8 log 2 w - S o s9 m ! - .7 �.
Boring# ❑ Boring r
pit Ground surface elev. 3 b O ft. Depth to limiting factor R 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.
D - � 'Eff#1 Ef#2
-L tI2 Z2 L YY � Z C6
L Cs l� •S .g
3 16-y Z S'Le)/Y G s O S 9 r'1 CS - •-1 t, 2
VI - S C� S 9 n1 - .-7 t. Z
'Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BODS<30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signatur CST Number
Arthur L . Wegerer 3- 11y 220254
Address V e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number
421 -N. Hain St
. River call
s [•7I 54022 022 6 -30 -03 715-425-0165
T
00pertipwnei T LA 1 � `�`-1 S�� Parcel ID# 0`� � � l 2Z- —1� --��Z1 Page 2 of 3
Boring# ❑ Boring `
® Pit Ground surface elev. 3 S ft. Depth to limiting factor R 3 In.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots -
oots GPD/fl2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 I •Eff#2
I 0-10 10`1fL332 — L 2�'Sb `rvl`� �S Z� •S -f3
Z 16-11- I0y2 3/6 — st` I Z S �z r�'f�- CS -� .5 �g
3 1-7_� -16- -3 l — �s O S 9 ) C S — �� u Z
3 !0`trt nt — S d S m I - 1,Z
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 GPDW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#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.
SBD-6330(R.6/00)
PLOT PLAN Page of
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220254 03- 1
CST Signature Date Telephone No . CST Tito . Job NO.
Nfsconsin Department ofIndustry, SOIL AND SITE EVALUATION REPORT Page!of 3
:.�aor and Human Relations
1. Division of Safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code /
GOqWy
Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must include,but
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.#
dimensioned,north arrow,and location and distance to nearest road. 04/0,
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED B�.4 AnD T'
PROPERTYOWNER: \-\KAtV SOS �flA 8 �l�t�p PROPERTY LOCATION 7 (,
C t!o -S &4-3 'p G T Z 1/4 1/4,S 13 T ,N,R 7-0 E{o(S
PROPERTY OWNER':S MAILING ADDRESS OT# BLOCK# SUBD.NAME OR CSM#
'\\Z.O 7:*410�_= N-4-1031SC- X_3 Q-l.u e ] — F>iZ51>05 ) imw OF Sf 'r ISN RN
CITY,STATE ZIP CODE PHONE NUMBER ❑VILLAGE ®TOWN NEAREST ROAD
C0UG RARtz>
QQ New Construction Use()(f Residential/Number of bedrooms AddQn to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 6 0 o gpd Recommended design loading rate 0-7 bed,god/ft2 o•`� trench,gpolft2
Absorption area required $S g bed,ft2 -S 0 trench,ft2 Maximum design loading rate Cs--1 bed,gfdf try,gPd/ft'
Recommended infiltration surface elevation(s) S Ze PiNGE 3 of 3 It (as referred to site plan benchmark)
Additional design/site considerations bo SAD 'CEiJC.1��SF iz�C o�t�E�b�rD .
Parent material s+�n SebtwiWr o u�aR S h)QD 4 G"uLm- Flood plain elevation,if applicable N.A. It
S=Statable for System CONVENTIONAL I MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable for system I ®S ❑U NI S ❑U [9s ❑U ®'S ❑U ®S ❑U [IS ®U
SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu.Sz.Cont Color Gr.Sz.Sh. Bed TrenCh
1 0-1) )o-I2 zit L Z'FSbk M'F o,6
2 11-1& No`tQ 316 L. Z '-56X t-n cS b,S o-L
Ground 3 t$-L)L Gy. VS o SQ) o-S
elev.
�s 3e.S ft 5//y tJ sq hn
Depth to
limiting
facia 6"
Remarks:
Boring# ;
a-lu 1oy2 Z 1z — L Z�5b1� l+�'�1� C-S c�.5o•6
Z Z IC)-IS 1l�`1R_ 3i L -2 `Fs�k m°F�- �S o�S 0'L
Ground )S-U 2 .S`I G>~ kS o S N'1 S o"�/ 0.S
elev. y2.8 I v %y' ,r:';'c'�_ CP 5 O s 9 Jvl o•� a.8
S 3b.3
It
Depth to �y
limiting
Remarks:
TName:—Please Print Arthur L. We erer Phone. 715-425-0165
egerer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022
Si nabue: Date: CST Number:
93-0 3- M00 5 76
PROPERTYOWNER 1CAZP SOIL DESCRIPTION REPORT Page of 3
PARCEL I.D.#
Depth Dominant Color Mottles Texture Structure Consistence Roots GPD/ft
Boring# Horizon in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench
3
`FS�>k w.�>- cS o.s o. (.
_ h Z 10-30 -).s 112- M/ _ Gr- IS OS-)
Ground 3 3rJ_QO 1 O`7Q y! — S Ogg Yv11 m,1 0,g
elev.
g3S• S ft.
Depth to
limiting
factor j
Remarks:
Boring# :.
-Z. S b6 yvc-�-V. cS o.S': o.4
10'-f R 3 A, — L Z'F S 612 CS o- S 0.to
3 23.31 --)•Svp- 3j5/ — Gti•: lg 0S.) vn CS
Ground
elev. t) 316-s-i 10 ti v- v/t/ — S O S a,
835.9 ft.
Depth to '•
limiting
factor
Remarks:
Boring#
1 o,- 1oyQ Z/Z — L 2`FS�k rn'Fr- cg o.g a•�
S .. Z q-18 10`/12 rn L
3 j8-U2. 1.S `7Q 3 /y Gr, 1S o s9 rn c S o �1 0:.5
Ground
elev. LIZ-8 s
924.'1 ft.
Depth to 3 Cp►N Iu S S` Of Vn lr'�"1�► S
limiting
factor ,
Remarks:
Boring#
i
i
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.OM2)
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of Z
6:'Jor and Human Relations
Division o�Safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code
COUNTY
S
Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must include,but
not limited to vertical and horizontal reference point(EIM),direction and%of slope,scale or PARCEL I.O.#
dimensioned,north arrow,and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: ��CZ.RtSOtiJ Gv p 6 Ctaop PROPERTY LOCATION
C 10 S'i�—U Elv C-UZ)fl GOVT.LOT Z 1/4 1/4,S 13 T 7-16 ,N,R 2A E(onWW
PROPERTY OWNEIT:S MAILING ADDRESS LOT# BLOCK# SUBD.NAME OR CSM# SAI,ISH ft1J
1\ZO P�1-�E 1r?tpGl nQl Off` J — �Po5m Pk-KT OF
CITY,STATE ZIP CODE PHONE NUMBER CITY []VILLAGE ®TOWN NEAREST ROAD
�.\UAL 'Ft�Lt..S +J S�(OZ.Z(715) VLS-2151 T1Z.0`f L�1i$T GnUE RA�b
pQ New Construdion Use[)(J Residential/Number of bedrooms U [ j Addkn to e)dsbng building
J Replacement [ ] Public or commercial describe
Code derived dally flow 6 6 o gpd Recommended design loading rate o-7 bed,9Pdfit? trench,90e
Absorption area required $S$ bed,ft2 -)S d-trench,ft2 Ma)dmum design loading rate bed,9fxl> trench,9P
Recommended infiltration surface elevations) S ELzr PA6E 3 of 3 It (as referred to site plan benchmark)
Additional design/siteoonsiderations 'boSE_�D `l`%.%UC.11-E'S NRJ 1ZC20w1wfE)uDt--D .
Parent material s k l'M SttA V4Q)Qr o v tM S N,, It> 4 c,g.Aue1L- Flood plain devation,d applicable N-A. ft
S=Stutable fOt System CONVENTIONAL MOUND Ka ml)PRESSURE 7AT-CM- IDE SYSTEM IN FILL MMM1G TANG
U=Urtstntabie for. tem ®S ❑u ®S O U [gS ❑U S ❑u ®s ❑U ❑S ®U
SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles Texture Structure Consiste Boundary Roots -GPD/ft
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed tert h
1 1 0-11 )otitz z.1Z - L Z'Fsbk M',CF� e S a-s o•b
2 1I-16 10`t Q. 31(0 L Z 'FS �k hl Tlr CS b.5 o•L
Ground 3 t$-'12- S yR 3Jy G�, VS
elev.
$36.5 fl y uZ-R� IOYl2 y/4! '�s v sq V 1
Depth to ti S Pr S o l tr► >~ 5
limiting
factor
Remarks:
Boring# '
1 0.10 )o y2 Z S
ElZ Ie-IS 10 9` 3/ L Z�sbk yn cS o-S o.L
C'V- kS o o,q o.S
Ground
e1ev. U2.8 to /y ;i��'^� S O s 9 1+') p, o•$
4'36.3 It c�
Depth to
j1j V '
limiting � ca
7 89
Remarks:
TName:-Please Print Arthur L. We erer Pte' 715-425-0165
eg'rer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022
Signature: Date: CST Ntr 0w.
G?3-03-1 J-IS-43 M00576
. PLOT PLAN Page of 3
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CST Signature Date Signed Telephone No. CST#
Parcel #: 040-1227-10-100 01/10/2007 11:42 AM
PAGE 7 OF 1
Alt. Parcel#: 13.28.20.1109A 040-TOWN OF TROY
Current X 1 ST.CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
00 5
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
GINGER B ALDEN O-ALDEN, GINGER B
4405 N LAKESHORE DR
WAUSAU WI 54401
Districts: SC=School SP=Special Property Address(es): *=Primary
Type Dist# Description *344 E COVE RD
SC 2611 HUDSON
SP 1700 WITC
Legal Description: Acres: 3.770 Plat: 4628-CSM 17-4628 FKA PT SALISHAN
SEC 13 T28N R20W PTS GOV LOTS 1 &2 LOT Block/Condo Bldg: LOT 11
1 PLAT OF SALISHAN(3.770AC)NKA CSM
17-4628 LOT 11 (3.770AC)EZ-1-2428/080 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
13-28N-20W
Notes: Parcel History:
Date Doc# Vol/Page Type
10/18/2004 777367 2678/271 WD
10/18/2004 777366 2678/270 WD
10/18/2004 777365 2678/269 WD
10/18/2004 777364 2678/268 WD
more
2006 SUMMARY Bill#: Fair Market Value: Assessed with:
159477 301,500
Valuations: Last Changed: 08/23/2006
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.770 275,000 0 275,000 NO
Totals for 2006:
General Property 3.770 275,000 0 275,000
Woodland 0.000 0 0
Totals for 2005:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch#:
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
- MAY 8 20p 74249 1
4 F
/ VOL 17 PAGE 4628
KATRLYER H. WAL
REGISTER OF DEEDS
r. ST. CROIX CO.. YI
RECEIVED FOR RECORD
10/03/2003 03:00PH
REC EE: 13.00
COPY FEE: 3.00
PAGES: 2
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Vol.17 Page 4628
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