HomeMy WebLinkAbout040-1188-90-016
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Parcel 040-1188-90-016 03/01/2005 05:02 PM
PAGE 1OF1
Alt. Parcel 36.28.19.829 040 - TOWN OF TROY
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): * = Current Owner
* BAKALICH, WILLIAM A
WILLIAM A BAKALICH
70 E WOODRIDGE DR
RIVER FALLS WI 54022
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 70 E WOODRIDGE DR
SC 4893 SCH D OF RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 0.000 Plat: 2237-OAK RIDGE ACRES
SEC 36 T28N R19W LOT 76 OAK RIDGE ACRES Block/Condo Bldg: LOT 76
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
36-28N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
07/23/1997 1167/563 WD
07/23/1997 1147/530 WD
2004 SUMMARY Bill M Fair Market Value: Assessed with:
27620 239,600
Valuations: Last Changed: 07/21/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 0.000 35,000 205,100 240,100 NO
Totals for 2004:
General Property 0.000 35,000 205,100 240,100
Woodland 0.000 0 0
Totals for 2003:
General Property 0.000 25,300 189,400 214,700
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch 140
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 X of 3
LaWr and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
ST, c2oix
Attach complete site plan on paper not less than 81/2 x 11 inct~ h ie ~ Plan must include, but
not limited to vertical and horizontal reference point (BM), dxr ' o'o of stwpe, scale or PARCEL I.D. #
o u>, -~18~ 90 -ot 6
dimensioned, north arrow, and location and distanea to poarest rgad.
APPLICANT INFORMATION-PLEASE PWRT•,ALL I000APON REVIEWED BY DATE
PROPERTY OWNER: r PROPERTY LOCATION
G '3t'' --t 'Z~u \ L b S'_ GOVT_L jT S E 1/4 1J31/4,S 36 T 7-$ N,R ) g E (o0WW
PROPERTY OWNERS MAILING ADDRE L err BLOCK # SUBD. NAME OR CSM #
w \031 Z q - ooh. ~106e Acazes
CITY, STATE ZIP CODE PHONE NUMBER ❑VILLAGE ®fOWN NEAREST ROAD n=tsT
1Ztu S O LZ ( } o~ r ►tiw~o~z t~ 6~ O'w~e
K New Construction Use Residential / Number of bedrooms 3 [ } AdM n to existing building
[ I Replacement [ } Public or commercial describe
Code derived daily flow yS O gpd Recommended design loading rate bed, gPdtft2 o - ` try, gPdffll
Absorption area required - bed, ft2 N\ Z S trench, ft2 Maximum design loading rate o bed, gpd/ft2 a - 4 trench, gpdM1
Recommended infiltration surface elevation(s) :50_= p' Gc 3 o r- 3 ft (as referred to site plan benchmark) Additional design/ site considerations S ~~uw -1RQ~ S
w / d s x ~u G TZ le-" M &Qt eTD .
Parent material 'SLLT outer -Z 9f Rood plain elevation, I applicable N -1, . ft
S = Suitable for system CONVENTIONAL D HV GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable for stem WS ❑ U S❑ U INS ❑ U 0S ❑ U 0 S [RU [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 mach
1 0-30 1o1-tQ7-11 1 S1~ Sbk yvl- 1 C- o-S -Z~.b
Z 3e, _61 I b 47_ 311, 511 Z 5 bh h? _~L- C S o- S
~ o ~(o S
Ground 3 0-I" Ib41? Yl6 - S) l 0--Sbk 'M v-;z
elev.
l•'~ ft. 3 Ctyv /v S F- 113 \2 v V1't
Depth to
limiting
facto
Remarks:
Boring #
o-Z) Xo~~z(f - s~~ Z~sbk ~w e.Sv.b
Z z1-3i lo`t~ ~Iz s 2 ~'s bk wt~{~, ~w a-S o. L
3 3Z_6y vb"J zL l'~! 1 S i \ F ~ bk vn'f~ ~ S o • Z ci_ 3
Ground 0Z sY2s/S
..elev. ~ b~1 _ 68 t 0'-t 2 ~l ~ r o Y 2 6/ L s t d o w, ►-n
\.bo , a ft.
Depth to
limiting
factor y .
Remarks:
TName:-Please Print Phone:
Arthur L. We erer 715-425-0165
egerer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022
Sgnature: ~j Z- Z I S Date: 1 t 31 S CST Number: 576
PROPERTYOWNER SOIL DESCRIPTION REPORT Page? f 'I
PARCELI.D4 OL/0-tkbb-90-01d
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon in. Munsell Chu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Boundbfy Roots Bed Trench
3 ) 0-18 lo~R z11 - St 1 Z'FSb~r VA h cw o•S o. t.
Z 1$ -31 10 `,t tz 3 !y - S t I Z'F 3 bk Y4 'f 1- CS o . S 0A.
Ground 3 31-6Z -f ti- 3/ro - St~ 1 sbh v►'!'~~. cS °-2 ° 3
elev.
901-13 ft . y I.-L L D Y 2 3 S ~ ~S bk Ya U'~1- ° ' v • S
Depth to
limiting
factor
i
Remarks:
Boring n
El Z zl-~!9 lo`t Q 3!y s l Z 9 bh `F~. e s o S o, L
X19-1 ►0~12 3!~ ~,~5 0 o.s ~b.L
Ground
elev.
q8.~ ft.
D~ 10 - L 1=01? 1 ~It`
Depth to P t 44 S aUPt w hTM , 7 4'
limiting p p ~Z C-?-4 JSNJZ> 8 S 1MOh1t:-~
factor
> I p r
Remarks:
Boring# 0-19 to~2 Z/1 St I Z`F~hlz cs o.So6
Q° 1
S Z i9-s toy-ctz 31y - sj I Z`F Sbk hi'F~, c-S oS 0,6
/b
3 S3-1~2 1 D`f r2
Ground
elev.
q1.Z ft.
Depth to
limiting
factor
1DZ"
Remarks:
Boring #
E3
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.05/92)
PLOT PLAN Page I. of 3
r
SCALE 1"= 3D '
Zoo' t~L to o e loth Esl , 1 ~Z . 5
t3.•Z 8.1 O~1 t" t t~d1N
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l~~ 3l - 9 5 (715 ) 425-01-(,S Moos 76
II J
CST Signature Date Signed Telephone No. CST #
Wisconsin Department of Industry. SOIL AND SITE EVALUATION REPORT Page of 3
Labor and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
CCZ•OtX
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 (Bfvl), direction and % of slope, scale or PARCEL I.D. If
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
Q V'-)to L ~l~ \ L b S GOVT. LOT 5 E 1/4 1JW 1/4,S 36 T ZB N,R ) g E(049)
PROPERTY OWNER':S MAILING ADDRE LOT # BLOCK SUBD. NAME OR CSM #
W \V~3\ Z g-) 01 T v . -7 6 - o,My- V-LbGe AdxzL-s
CITY STATE ZIPCODE PHONE NUMBER []CITY []VILLAGE (BfOWN NEAREST ROAD LsT
) ~TJCc C~` C ►1k1wO~tiD 6z bRtvl:
QW) cz 546--(
K New Construction Use [~Q Residential / Number of bedrooms 3 [ J Additilgn b existing building
[ ] Replacement [ ] Public or commercial describe
Code derived daily flow y5O gpd Recommended design loading rate bed, gprW ° • Y _trendt, gpo1ft2
Absorption area required - bed, ft2 \ \i S trench, ft2 Ma*num design loading rate bed, g)d/fl2 Y trench, gpoltt2
Recommended infiltration surface elevation(s) 5 (~E Pk GE 3 -F= 3 ft (as referred to site plan benchmark) CC"-3" 6NTe~'
Additional design/ site considerations 5 ~~0~. ► ~Q., etf~s k j/ 'bO SuuG R ost ~'1 t:~btTD
Parent material 'St LT QueTt- 3 If G~- Rood plain elevation, if applicable >v ft
S = Suitable for System CON11 MIONAL WMD MI-GROUND PRESSl1RE AT-GRADE SYSTEM N FILL HOLDING TANK
U = Unsuitable for stem IRS ❑ U cgs ❑ U ®S ❑ U ®S ❑ U ❑ $ 1RU ❑ $
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourtctaly Roots GPD/ft.
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Tench
\ 0-30 Ion- v- 7-1 - S1 -7, Sbk rn-~ CS o-S o.~
Z 30.6-7 l bl Q 31(, - 51 Z F s b\-t M ~t- 0- S o • S -3-1.
Ground 3 7-%L tt)4 tZ Y~6 - S1 0-S\b\a >»U`F~ o-q o-S
elev.
N111) L 3 ft 3 (U V" -N KJ S ~C F- 1,6,1\z v yy
Depth to
limiting
factor
Remarks:
Boring # O~~ Z l! - S t` S ~k 'Ft- A w e S o- 6
1 b -Z~
CZ Z Zl-3Z to~t~ ~tZ _ s i l Z~'sbk w►~f~ ~w o-s
3 32_6 10`1 yl~r S! \`~sbk ~S o.ZO-3
Ground eZ-SY[ZS~$ t,,.p. ►~.p
elev. y ~cl _ 68 t o ~f 2 Yf el/ o y iZ 6~ z S i I o w, ~
1t%.0 ft
Depth to
limiting
f a
6~
Remarks:
CST Name:-PleasePrint Arthur L. We erer Pine 715-425-0165
g rer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022
Signature: Date: CST Number:
4j
4Vb °jZ-ZIS 1~-3)_ S 576
PROPERTYOWNER Q~ P►~~ C'1 ~-~25. SOIL DESCRIPTION REPORT Page Z.of 3
PARCEL I.D. # 0 Y0- 1 1 bb - 9 0- O I
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon in. Munsell Ou. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench
El 1 0-18 )o34 L 7-/l - Si) Z sb~r vvt v. Cw o-S o.L
Z I% -31 10 It tZ 3 /y S i 1 Z'F 3 bk vn `f > - cs 0-S 0-t.
Ground 3 31-6Z It~y12 3/rd St~ 1`FSdh ~t'~4. CS-z 3
elev.
°Ia•oft. y 6Z -)8 ~oY2 3/(, - S 1 ~~sbk rn v'~~ o•v d•S
Depth to
limiting
factor „
Remarks:
Boring #
o z) tort Q it I s l 1 Z`Fs bk'F°~- ~s o -s IL
o•S Ground
elev.
q8.~ ft.
= Pl 4~ $ S euvrw k`s~ ~ 7 f u - g L - E limiting
Depth to
factor Uw~uCRS S 8 S LAI wie
'r
> )06
r
Remarks:
Boring #
\ 0-19 vr--m 12 Z/ I S t Z `F 3 b1Z ~ti c S o. S 6
Z 2-9-S 10'1 R El 31y ' g1) Z~_ S~k h,'Ft~ cs o•S o,b
3 S3-)02 1 C~`ir2 3/6 - ~S-SI t~ 3~j ir
S o. t,
Ground
:
elev.
q1 •Z ft.
Depth to
limiting
factor
7 IOZ"
Remarks:
Boring #
i
13
Ground `
elev.
ft
Depth to
limiting
factor
Remarks:
S8D-8330(R.0"2)
PLOT PLAN Page 3 of 3
J •
SCALE 1"= 3D '
Zoos ~~oo ~ ~LIoi3 ~ ETt„ LOZ.S ~
F3.Z s. \ aJ ~ QxvV
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Z2S ~.►IU~~I OF S'1,v1UEOIJQ4 2~ D t-o1~ 3 BDZh 1yU1yE.
I
°IZ- Z l o
Z~~ 3)- gS ( 715 ) 425-a hs M00576
Telephone
CST Signature Date Signed No. CST #