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'REC RECEIVED
w Wisconsin Depart ent c 2 9 2006 SOIL EVALUATION REPORT Page I or 3
Division of Safety and Icings
ST. CROIX fa®d~nce Comm 85. Wis. Adm. Code C Attach complete site x 11 inches in size. Plan must County Ro
Include. but not limited : vertical and horizontal reference point (BM), direction and Parcel I.D. /00
percent slope. scale or dimensions, north arrow, and location and distance to nearest road. 0 2-C> "-10" -M '~d0b
Please print all information. Revi by Date
Personal information you provide may be used for socordery purposes (Privacy Law. s. 15.04 (1) (m)).
Property Owner Property location
-t 1'-AY G~CR4SM02E< Govt. Lot 5LO 1/49A) 114 S POT T29 N Rjq E
Property Owner's-Mailing Address LCA Block # Subd. Namts CSW
1(Q L Z LO 'T ` x/016 .23$
State Zip Code Phone Mmtw ❑ CRY ❑ village W Town Road s n ,
5'~tv1 ) 301--72,77 H_u r_~ Pq"kew Construction tJseo Residential / Number of bedrooms -15 _ Code derhred design flow rate GPD
0 Replacement ❑ Public or commercial - Describe:
Parent material Flood Plain elevation d applicable ft.
General comments
and H w
v : 9
A)a4 ero g
4b L)%C_
a Bating # o Boring
® Pit Ground surface elev. 99' 96 ft. Depth to limiting factor JOS in.
Soil Application Rate
Horimn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
IrL Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 TOM
O-/O ioYR. - ,JG 1 bK -Fr $ p
2 b• 2.4 10 YR 1*3 - ; -F. m W co • `1' .(o
3 2/4-4 i o yx,4/ S) m fi^ a5 3-F , Z' . to
0-49 ore is m C w of 2 L
sci M,
e«ir,g # 0 Boring
F2_1 ® Pit Ground surface elev. V l • ft. Depth to limiting factor ~ 10 in.
Sob Appkadon Rate
Hot mn Depth Dominant Color Redo)(Description Texture Structure Consistence Boundary Rods GPDW
In. Mt Qu. Sz. Cod Color Gr. Sz. Sh. •Eff#1 •E111#2
I -i 0 o yp.3/2 - ll Z rte wK-r 0-s m . ff
2 w71 I oYA `i'/V 5;0,/ 3 vn b K M-F4 W 1.4
I b' ► oYk 5/~ - S D S M1 - l ~f •-7 1.0
• Eftiuent #1= BOD > 30 s 220 mg& and TSS >30:5 150 mg1L • Effluent #2 = BOD < 30 mgfL and TSS 5 30 mil.
CST Name (Please Print)
/ r i' hZ F7 3 'ciL
Address Date Evaluation Conducted Telephone Number
25x12 lo~h,,d,,~ sprite Valle / wl 5-' 0# 69 v(o -7l5.772.3 2-
a.:
Ulbr c,ht & ASseciates
Private Sewage Consultants
2812 1 0th Ave.
Dr'iCl c
. q ~ va.ley, Wl 5477
Property owner Cr R 1 SMoR Parcel ID # 020 - l0 6 -S a -moo Page 2 of 3
Boring # 0 Swim
F-3-1 wr Pit Cvuxd sir bw elev. _L3s. 1L Depth to arm tartdor in. San Rate
Horizon Depth Dominant Color Redox Description Te b" Structue Coralderice Boundary Roots GPOW
in. MunssN Qu. Sz Cork. Color Cr. Sz. Sh. 'EW1
1 C HO oYPA r M -Fr CS 3CO .(a - CY
2 fI.2 1 oM, 4Y* - l 12:f A wrFi -f .
3 4- 5Y12. - l 2mbK Wr c -w vr- -`f
5 -7D-q$ t oyRS/Ar - S O s A41 - --7 1-(o
❑ ❑
❑ pit Grand surfaoe elev. R Depth to OnOW factor in. Sou Applicadon Rate
Haimn Depth Don*kvt Coloi RedoxDescription Todue Stnrclue Con roe Boudary Roots GPOW
In. Munsel CkL Sz. Cont. Color Gr. SL Sh. -EM
F-I Baft # . ❑ Bo V Groud surboe elev. IL Depth to 6nMV tailor h
Sal APVka§m Rate
Horimn Depth Dominant Cokx Redox Description. Textue Struapxe Consistence Boudary Rods GPOW
in. Murssel OM SL Cork. Color Gr. Sz Sh. •EW1 -E1M2
o ~ o
❑ Pit Ground srxfaoe dev. fl Drr m tirrsiGrug feeler h
Sa Rate
Hodmn Depth Dw*wdCdw Reft Description. Tmdue Skudue Carslalence Boundary Roots GPO
In. murg l ML SL Cant. Color Gr. SL Sh. OEM OEM
• Et mft #1 = BODs> 2,30 220 nV L and TSS >30 < 150 ffQ& - Eth xW #2 = BODO 30 vq L and M S 30 u tL
The Mpu m m of Commerce is an equal opp"timity service provider and employer. If you need assistance to access services or
need ratchet in an alternate format, please contact the department at 608-266-3151 or TTY 605-264-8777.
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VOL 21 PAGE 5295
KATALMA H. WALSW
REGISTER OF DEEDS
CERTIFIED S V RVEY MAP RECEIVEDxF R RECORD
10/23/2006 04:00PM
LOCATED IN PART OF THE SW1/4 OF THE SW1/4 CERTIFIED SURVEY MAP
OF SECTION 24, T29N, R1 9W, TOWN OF HUDSON, COPYFFEE: 15. 00
ST. CROIX COUNTY, WISCONSIN; BEING LOT 4 OF PAGES: 3
CERTIFIED SURVEY MAP RECORDED IN VOLUME
8, PAGE 2383. N w
SURVEYOR
EDWIN C FLANUM OWNERS w SCALE IN FEET 1" = ISO'
NORTHLAND SURVEYING. INC. ELMER & ANDREA GRISMORE U, 0
856 A HWY "65" 1612 STONEPINE COURT Lu x m 150
ROBERTS, WI 54023 HUDSON, WI 54016 LUU ¢ 0 150
V < LOTS 5. 7 AND 8 NEED TO SUBMIT
ER n z AN EROSION CONTROL PLAN TO
W1 l
SECTI 24 /4 /4C CONORNE OQ z ¢ THE ST. CROIX COUNTY ZONING
OFFICE BEFORE BEING ISSUED A
~f QO dp / m r U BUILDING PERMIT.
\ / S89°36'31 "W 270 1'
- - - -N89°03 7"W 637.00'-
- - -
3
52.82
I
T 4~ ~99o L
Ste? I ~ ~ ~ cbi, 2.66
UJ LOT 6 124,37 F_ ((A
oI PI a 4.57ACRES N2~
N 198,883 SO. FT. 9
91 E 0,84 AC CONTIGUOUS b b co
Q~ I d BUILDABLE AREA a
rl ~l GPI Q ~~I
-01
d~ N f .10
OI 1V89°1 9'33"E
N~ • I 120.
00' 1 / G o
N _
.y
o I v\\~V" A?\a BUIL °_:TFpro r COG\ >:.rLt /
Q6DI ° i I ~uN,lilluuuwrruyyy~~ \\°o ( . -i,
Q 1 = EDWIN C.
FLAW-PA O N • `3i /
'S AKC.R11y
"iyuunwnanau~N"Q~~ LEGEND
/ / 3g 3$ j 3y/' / / / / ALUMINUM COUNTY SECTION = VISION LE
CONTIGUOUS
/ •,,.N6j' / / CORNER MONUMENT FOUND ® BUILDABLE AREA
1 5/16" O.D. IRON PIPE FOUND DRAINAGE EASEMENT ant
` / 3/4"X 18" IRON REBAR SET WEIGHING ,
/ 1.50 LBS PER LINEAR FOOT L.B.O. LOWEST BUILDING
i NOTE: NOOWNERORRESIDENTSHALLDO OPENING ELEVATION
ANYTHING WHICH WOULD INTERFERE WITH OR 50' BUILDING SETBACK LINE
nl CHANGE THE OPERATION OF THE/1REWITHD H.W.E. PONDINGAREATOH.W.E.
COMPREHENSIVE WATER DRAINAGE AND SOIL 3/4' IRON REBAR FOUND H.W.E. = HIGH WATER LINE
A EROSION PLAN FOR THIS PLAT. THIS INCLUDES
BUTI$ NOTUMITEDTOBUILDING UPON.
• ELEVATION
OBSTR
UCTING. ALTERING, FILLING, . OR 2 3/8.O.D. IRON PIPE FOUND
EXCAVATING
OREASEMENTS. PLANTING - ANY EGE SOIL TEST
AREAS S OaTER DRAINAGE
DITCHES ULV EXISTING FENCE
. WATER RUNWAYSWAYS,, WATER WATERCULMERTS. m PREVIOUS SOIL BORING ,
SW CORNER BERMS OR GRASS 3EEDINGS.
SECTION 24 THIS INSTRUMENT DRAFTED BY KEVIN REED PROPOSED DRIVE _ 12' UTILITY EASEMENT
JOBN0.05-128 DATE 12-22-05 REVISED 04-10-06 SHEET 1 OF 3 SHEETS 1
1of3 Vol 21 Page 5295