HomeMy WebLinkAbout020-1066-50-075
RECEIVED
1 Wisconsin Department of Coi rce S IL EVALUATION REPORT Paget of 3
Division of Safety and Suit
0 C T 6 with m 85, wis. Adm. code County 5 C i2.o lx
Attach complete site plan paper not less than 8111 ' in size. Plan must
include. but not limited to: rticat d ice (BM), direction and Parcel I.D. 020-10940- 5 O '
percent slope, scale or di nsions, north arrow, and looatwn distance to nearest road.
Please print all information. R b Date
Pemm" information you provide may be used for aaoondary purposes (Privacy Law. s.15.04 (1) (m)). lli
Property Owner Party Location
I RAY c-A-2-I5M02.E Lot SW 1/45 1/4 S T 21 N R 19 E( W
Property Owners Meting Address # Iffiodc # Subd. Name hj
1 IP 12- 5 TaP-e fl)e GT. 7 - LCy 1 Z7
CRY State Zip Code Phone Number ❑ village Town Nearest Road R J'7 o f j 4 !7/ l
f-1 v~soa w l s-4wlly (-7K-) 31? 1- ''1 -t wtj jJC'f
New C.onSt uckm UseR. Residential / Number of bedrooms 3 ' Code derived design flow rate S D 7 -5 GPD
❑ Replacement ❑ Public or axworcial - Describe:
Parent material Flood Plain elevation if applicable ft.
General comments N W O.F ✓ q 9.3 7
ecommendations and .
F Boring # ❑ Boring
® Pit Ground surface elev. 100.22 fL Depth do Writing factor ) 2 9 irL Sol Rate
HwlZDn Depth Dw*wdColor Redox Description Texture Structure Consistence Boundary Rooks Gpow
In. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. *M1 *002
1 0-36 IoY(Z2-/t - :2 r m F- C S 3 v-F • 4 • 8
3VIS )u Wk 51 0 m rn Fr a-w LV* Z
3 48 i I u YAVAt - 15 0 ryl -
Botir~ # ❑ Boring
F2-1 N Pit Ground surface elev. )O 0'22 R Depth to limiting factor 4 5 in. Rate Sol Application Horizon Depth Dominant Color Redox Description Te)dm
Structure Consistence Boundary Roots GPM
IM Mursell Qu. Sz. Conk Color Gr. Sz. Sh. *M1 •Eff#2
o -15- 10 re. z/a - R r Mfr a W 2-F • 4 •e
2- / 5"K r V'(tL W - S l ! in b K Y *6- e w j ✓.F
3 i vYle 5l~ / 5 0 m ~ - l• So
• EAluent #1= BOD > 30:S 220 mgfL and TSS >30 150 mgfl. • Effluent 02 = BOD < 30 mg& and TSS 30 mgfL
CST Name Fuego Print) Signature SCST Number
L1'E r'' L- f3 iz lG t`i
Address Data Evaluation Conducted Telepoone Number
2 Ir / z / O f" -4,>e ~P fLt v A i-i.~{ t,J 2 ~t-~ tea Oh r 77 2 •5.1#2.
l7lbricht & AssociateS
Pr Private Sewage Colesultants
2812 10th Ave 54767
Spring Vailley, .NI
L
Property owner /L t S M oRE Parcel 10 # O 20 O b (o 'Sb -WO Page Z of 3
aeoft# 0 Bo*v -1
Pit Groud surface elev. /D b. (P2R DW& to RTMV f l o in.
Sol t
Hortmn Depth Do *mt RedOK Desaiplion Texure Structure Corrsistenoe Bourrrtary. Roots GPD#!
kL Mursel Qa. Sz Cant Color Gr. Sz Sh * 1 *eM2
0-20 it) Nl _ Q 2f mfr S vF
Z 20-3(0, t 1)'eR 3/9. 0 - l 5 s m C w aVIA J.. fo
3 36- No i vY~25~~t - l S O s m - t, b
❑ Bmft # ❑ soft
❑ Pit Gmund surface elev R Depth b krni ft factor in. Sol AppkMm Rate
HMbM Dq* Dond Radon Description Textsis SkIckre CarslsWrce Boundary Roots GPON
h Mffad Qu. Sz. Cont. Color Gr. Sz Sh -EM
El IL I
F-I # ❑ BMV
❑ Pit G" surface elev. R Depttr b lirrrkrg taraor kL
Sol Appftslon Rabe
Horiaoo Depth Domkwt Cob RedOK Desa"m. Texture Stnrckae Consistence Bourrdary Roots GPM
h Mu" Qu. Sy- (:art Color Gr. "RE Sh. *M *EW
BoMv # ❑ i3oru>
F-I g
❑ Pit Ground surteoe elev. R DOA to ikrli6rg tacbr k> Sal Appko§m Rate
Hodson OW& Dow *wt cdM Red=Desaip6m 'terdue Skumtre Corrsk*w% Boundary Roots GPM
kr. Munse/ Qu. Sz colt color Gr. Sz Sh. OM 'EtfIR2
aft" #1 = BM,> M M no& and TSS >30 150 av& • Etikxn 02 = BM, < 30 nQ& and M < 90 nV&
The Department of Comma= is an equal opportunity service provider and employer. If you need assiat mm to access serviccs or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-2648777.
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VOL 21 PAGE 5295
KATHLEEN H. WAMSR---"-
REGISTER OF DEEDS
ST. CROIX CO., MI
CERTI FI E0 SURVEY MAP RECEIVED FOR RECORD
10/23/2006 04=00P1!
LOCATED IN PART OF THE SW114 OF THE SW1/4 CERTIFIED SURVEY HAP
EC :
YFFEE: 15. 0e
OF SECTION 24, T29N, R19W, TOWN OF HUDSON, COP
ST. CROIX COUNTY, WISCONSIN; BEING LOT 4 OF PAGES` 3
CERTIFIED SURVEY MAP RECORDED IN VOLUME
8, PAGE 2383. N w
SURVEYOR w SCALE IN FEET 1"=1150'
EDWIN C FLANUM OWNERS
NORTHLAND SURVEYING. INC. ELMER & ANDREA GRISMORE Li u V2 mmmmmw
856 A HWY 1612 STONEPINE COURT L x } 150 0 150
ROBERTS. WI 54023 HUDSON, WI 54016 LU ¢ ti
V LOTS 5. 7 AND 8 NEED TO SUBMIT
W11 /a CORNIER n N R AN EROSION CONTROL PLAN TO
SECTION 24 QOQ / z w a ¢ THE ST. CROIX COUNTY ZONING
p OFFICE BEFORE BEING ISSUED A
DO O o BUILDING PERMIT. I
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LEGEND
VISION TRIANGLE
I /0 3gE 3/ - / ALUMINUM COUNTY SECTION CONTIGUOUS N
CORNER MONUMENT FOUND ® BUILDABLE AREA
• / - / 1 5/16" O.D. IRON PIPE FOUND
DRAINAGE EASEMENT
`w / 3/4"X 18" IRON REBAR SET WEIGHING L.B.O. LOWEST BUILDING ,
/ 1.50 LBS PER LINEAR FOOT
/ OPENING ELEVATION
/ NOTE: NO OWNER OR RESIDENT SHALL DO
_ ANYTHING WHICH WOULD INTERFERE WITH OR 50' BUILDING SETBACK LINE En PONDING AREA TO H.W.E. PROVED N CHANGE THE OPERATER R TIE APAND SOIL
COMPREHENSNE WATEROFUUNAGEANOSOIL m 3/4' IRON REBAR FOUND H.W.E. = HIGH WATER LINE
_ EROSION PLAN FOR THIS PLAT. THIS INCLUDES ELEVATION
OUT IS NOT UNITE
D TO BUILDING UPON. • 23/8"O.D. IRON PIPE FOUND
ALTERING.
XCAVATING NG O PLANIINGM IN l ANY. OR
SOIL TEST
EXCAVA G. PLANNNY DRAINAGE zoo
AREAS . EMENTNSW YS. WATER CULVERTS. m ,
DITCHES. WATATE RU. WATER DRAINAGERTS. EXISTING FENCE PREVIOUS SOIL BORING
SW CORNER BERMS OR GRASS SEEDINGS. PROPOSED DRIVE
SECTION 24 THIS INSTRUMENT DRAFTED BY KEVIN REED 12' UTILITY EASEMENT
JOB NO. 05-128 DATE 12-22-05 REVISED 04-10-06 SHEET 1 OF 3 SHEETS
Iof3 Vol 21 Page 5295