HomeMy WebLinkAbout020-1066-50-025
VED
;RECEI
2 9 2006
W
isconsin Deparknentof ROiX COUNT, OIL EVALUATION REPORT Page 1 Of - 3
Divi~Ort of Safety and Conan 85. Wis. Adm. Code _
CtxuAy S ~ f✓
Attach complete stie pfart on paper rtd Tess than 8112 x 11 inches In size. Plan must
include. but not limited to: vertical and hortmntat mWence point (8M), d raction and Pamd I.D.
percent slope. scale or dinansions. north arrow. and location and distance to nearest road. O 2 o - /C)(0 -5o D06v'~
Date
Please print all informardon. Reviby
t kWonrAwban you provW maybe used for escandery purpcmm twsvacy Law, & 15.04(1) (m))- IZ /L DCO
Propm-Owner Propeatytocation
I R,ISM0AJ ' Govt Lot 51-J 114SW 1/4 s 4 TZCI N R Et
Property Owneet Mailing Addresg- Biodc# Subd. Name orCSMl1
1 b 12 S TO NE P1 N t C(- - w? Z-' Vo /
r1o st ate zip code Phone Mnrt r p City ®Town Nearest Road l& a DSON WI 510Ib ( 76) 506- H uDSaN
New Cordon Use Resides" / Ncw*w of bedrooms 3 - S Code derived design flow rate 4•- 0 - -7 50 GPO
❑ Replaoernent Public or cortur - Descrim
Parent material Flood Plain elevation if appflcabte ft.
Cieneraicmwfwtts Arn at. A~ - r,ra~ 1 v o YRR S No wM el-T, r1w E
am Im~.waventl0dow iYPPROX. ~ - 8 q
U &Y9 H'W E= 2 1• (0 9
Boring# eo
I~ Pit Ground surtaoe etev. n Depth 10 *nwng factor 80 in. salt ApAcallon Fbde
Horbm Depth t)omirnant fbdoxDemon Texture Strm*" consistence Boundary Roots GPM
In. Munsell Qu. Sz Cont. cdor Gr. Sz. Sh. 'Efr#1 `a f#Z
/ O-/0 10YR _ R 2-l r mom" 05 tr
2 -31o toYR`'V4 - Sig-1 2-•F bx tr- C S 2
3 3 -(00 -7• 5YR - sC 1 2-,C--6 K M-F7 CIA/ 2 v-~ - -4
41' (60-8C -7 5'rie~+/b S I r ►'Y1~r` - .2
*07
F2-1 i8 Pit v urd mda m elev 1 q. tt, pepgi to 6ntiting Fedor > 8 3 in. Sol _ Appkalm Pate
Hoemn Depth Dornbunt Color Redox Description Texture Structrae CaWdence Bourdery Roots GP011r<
in. Mu ma Qu. Sz cont. Color Gr. Sr- Sh. -emi 'EfF#2 '
1 0-10 0 8311 2 m r ty4r s 3 M
2 )0-30 o Lee - • cl 3v:r K m+-- w m • A-b .(a
3 30-5 10 YR - SCI 2 K M+f CL W 2- v- .--14
50 3 10 YR 51A)L .0501 En 1 - - 1 • (o
EMmd #1= BOD > 30 < 224 mglL and TSS >W:5 150 mgll_ • Eftmd 42 = 80D 130 nWL and TSS 30 mglL.
CST
csT Name {wease Print) Solature 96
94177627
h W bk-
Address Date EvakuMon Conducted Telephone Number
2-8'1.2- 107"h ,~ye S ri» VAI, EY w i -~-~/s v co 7 , s 772 3AFa}-2
For issuance of oerrlit, anr,J
resigning
Contact- Ulbricni i :~c~e!es O (Y', A
Registereo oriva.ie vv&,stevvater consultant Md PkAIW
2812 10t;'
Spring Valley, WI 54767
715-772-3442 1' a ssceiates
F eYLe Swage Consultants
2812 1 Oth save.
Swine) 1. a;k- # 54767
Plopeny Owner Q~ l2, SNI O r2 E Parcel iD # 0 .0- 1060-5D-000 Page 2 of 3
M3 Boring # 0 Sockv
pit Ground surface elev 12.89 lit. DeM to MftV UcW ✓ in.
ttortaon Depth DoininardColoi
Munadl Red= Desm"on Texhre Structue Con uoe Boundary Roots Sri GppyR
Qu Sz Cam Color CSY Sz Sh 'Eta ( ~2
I O -~7 I d 4'R - ~C 3-F r m-Fr S a m
Z IC ZmbK w
3 - 101(izti/ R 4l(,P 5i c d vh m . ~
El Bcrtrtg # 0 Swim
❑ Pit C~outd surface edsav R Depth to fMMV factor in.
Application
Horizon Depth Dominant Color Redox Description Texture Structure Consktence Boundary Roots Sol
GPON Rate
In. Mural Clu. Sz Cont. Color Gr. SL Sh
1302
L-ILL
F &'M # ❑ Boft
❑ pit Ground surface elev ft. Depth In Waft factor in.
Sol Application
boot ~ Dmnkwt calm Reduxr Description. Torture Struchae Cons~ruoe Boundary Roots
CPDN Ram
Ctu. Sz. Gant Color Gr. Sz. Sh. 'Efrifl 'Etif,2
a soft# "g
❑ pit Qround surface elev. R Dep., b isaor wn
Sal Rafe
limbo n Dom Dominant Color Redor Dew*Wn. Terdire Structure Consistence Boundary Roots GPON
In. mum" CkL Sz. Cont. Cover Sz Sh OEM IM
• Mont #1 a BCD, > 30 < 220 n91 and TSS >30:S 150 mglL • EM cent #2 = B00 30
: < _ mg,L and TSS < 30 mgA.
The Departmeo of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
treed material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
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VOL 21 PAGE 5295
KATALM H. WAMSV--
REGISTER OF DEEDS
ST. CROIX CEIVED FOORR• RECORD
CERTIFIED SURVEY MAP RE
10/23/2006 04z00PM
LOCATED IN PART OF THE SW1/4 OF THE SW1/4 CERTIFIED SURVEY MAP
REEE:
OF SECTION 24, T29N, R19W, TOWN OF HUDSON, CO
PYFFEE: is. 00
ST. CROIX COUNTY, WISCONSIN; BEING LOT 4 OF PAGES: 3
CERTIFIED SURVEY MAP RECORDED IN VOLUME
SURVEYOR 8, PAGE 2383. w
EDWIN C FLANUM OWNERS w SCALE IN FEET 1" = 150'
NORTHLAND SURVEYING, INC. ELMER & ANDREA GRISMORE w O w
856 A HWY "65" U_ U
1612 STONEPINE COURT ul x v7
ROBERTS, WI 54023 HUDSON, WI 54016 w 0, ~ 150 O 150
V LU LOTS 5, 7 AND 8 NEED TO SUBMIT
W1/4 CORNER z AN EROSION CONTROL PLAN TO
sECnON 24 ~QO Q _ z LLJ ¢ THE ST. CROIX COUNTY ZONING
\ \ dOQ° 9 / S OFFICE BEFORE BEING ISSUED A
BUILDING PERMIT.
m 0
- - - - - - - - - - - -
\ / 889°36'31 NW 270. 1'
----N89003 7"W 637.00'---- -
352.82' -
LO' - a
2.86 I
LOT 6 124,37
L~... F. n D
P 1 W 4,57 ACRES N
Ei N 198,883 SO. FT. ' C
d 0 0.84 AC CONTIGUOUS c:a
QI BUILDABLE AREA
1 G,I 0
I 0
~ I O ~ 'N89° 1 r,3"E r~
N) = i m a
~ 1120.00' ~ ~
cu S ~ O I
N I ~~V Z
o I I o\~o_(~ A2\ B A y~ oFO~TF6 'Si O~ "i _
° ~ Qo ' I s EowW
FLANOM
a~ I * 5-2487
d~ I ( g AM'cRY r g~~i / / O
o I¢ w1s to Ni / oQo(°~Q
y"DSUtr~~° t ~ ~ ~ "
'~ry~~~//ynnrmtmr~au~a"Q~~ ji o Q----LEGEND
VISION TRIANGLE
ALUMINUM COUNTY SECTION CONTIGUOUS
CORNER MONUMENT FOUND ® BUILDABLE AREA
1 5/16" O.D. IRON PIPE FOUND DRAINAGE EASEMENT
- / / 3/4"X 18" IRON REBAR SET WEIGHING '
/ 1.50 LBS PER LINEAR FOOT L•B O. LOWEST BUILDING
I NOTE. NO OWNER OR RESIDENT SHALL W
• / OPENING ELEVATION
ANYTHING WHICH ==ERE WITH OR S0' BUILDING SETBACK LINE
N CHANGE THE 14SIV EINAGEANDSOI H.W.E. PONDING AREA TO H.W.E.
COMPREHENSIVE WATER DRAINAGE AND SOIL m 3/4' IRON REBAR FOUND H.W.E. = HIGH WATER LINE
EROSION PLAN FOR THIS PLAT. THIS INCLUDES
BUT Is NOT uMlrep TO BUILDING'UPON. ELEVATION
OBSTRUCTING. ALTERING, FILLING, OR 2 3/8" O.D. IRON PIPE FOUND
EXCAVATING PUNTING m RAIN
PITCHES. RUNWAYS. WATER WATDE WAGE - SOIL TEST
AREAS OR EASE SEMENTS. WATER CULVERTS. EXISTING FENCE
GRASS ER CULVERT$. - - m PREVIOUS SOIL BORING
SW CORNER BERMS OR GRASS $EFDONG EDINGS.
SECTION 24 THIS INSTRUMENT DRAFTED BY KEVIN REED PROPOSED DRIVE _ _ 12' UTILITY EASEMENT
JOB NO. 05-126 DATE 12-22-05 REVISED 04-10-06 SHEET 1 OF 3 SHEETS
1of3 Vol 21 Page 5295