HomeMy WebLinkAbout022-1030-95-200
Wisconsin Department of Commerce VALUATION REPORT fJ~Page -L of
.Division of Safety and Buildings R v t
in cco an d
County c'
Attach complete site plan on paper not les than 1 2 x 11 in hes in t
include, but not limited to: vertical and hon ontal p6nt direction and Parcel I.D. / q
percent slope, scale or dimensions, north crow, and location aria trice td nearest road. V Z /
viewe Date
Please print H it &ir OuN I %
Personal information you vide m y e use y taw, 15.04 (1) (m)}. `7 ~Z O
Property er
It " -S Property Location i~
1,11 i _ °G. ' ovt Lbt NG 1!4 1Jy~1/4 S T 44- N R t E (or)
Property Owner's Mailing Address, Lot # BI;# rbd. Name CS yq Ii
City state Zip Code Phone Number ❑ City ❑ Vllage Town / gsj tt
j f 5
00C 0 e. Mf
New Construction use: Residential / Number of bedrooms- Code derived design flow rate GPD
❑ Replacement _ p ❑ Public or commercial - Describe:
Parent material Flood Plain elevation if applicable ft.
General comments 4,/ -5~'
and recommendations: /C ' a e-. /e L
74 0 4, -Ij ZAZ_ laj~
M Boring Boring
# pit Ground surface elev. d r Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
- TO
1.11
I o-l b 31 mss-,
-
Boring # Boring L
Pit Ground surface elev. ft. Depth to limiting factor in. Soil j~epfication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. A 'Eff#1 'Eff#2
2f Q
Zvi
Effluent #1 = BOD > 30 < 220 mg1L and TSS >30 150 ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mglL
CST Name (Please Print) S CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 540 v 715-246-4516
Property Owner _ Parcel ID # Page of
Bori ❑ Boring
n9 # n.
i
Pit Ground surface elev. la, Depth to limiting factor j
6z~ Sod ~caUOn Rate
Horizon Depth Dominant Color Redox Description 'texture I Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
0-1 L 10 V'f', it L' 6 1~
4-1 1b
J~ U c
114 L
d ~o I
/Y -/lot
Boring # Boring
F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 'Eff!#2
Boring ❑ Boring
# Ground surface elev. ft. Depth to limiting factor in.
F-1 ❑ Pit Soil Application Rate
Horizon Depth Dominant Col Redox Description. Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
F-T
Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS 5 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 608-2648777.
SBD4330 (R.6M)
Soil Test Plot Plan
Project Name Lee Christianson sha ird
Address 2037 50th Ave
Baldwin Wi 54002 M #226900
Lot 1 Subdivision Date 11 /10/04
NE 1/4 N W 1/4S 11 T 28 N/R18 W Township ICinnickinnic
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1 /2" pipe
System Elevation 104.0 *HRpSameasBenchmark
Alternate Benchmark Top of 1/2" pipe C 99.4'
Cementary Scale is 1" = 40'
°a unless otherwise
Property
noted Line
103 101'
B-2 50' 1t.B.M.
10
B.M.
8% Slope
B-3 70'
40'
50'
B-1 '
90'
Property Line
Pro Town Road
i
7'89121
VOL 19 PAGE 4944
KATALEEA OFH.
REGISTER DEEDS
ST. CROIX CO., MI
CERTI FI En S V RVEY MAP RECEIVED FOR RECORD
03/0812005 11:00AM
LOCATED IN PART OF THE NE 1/4 OF THE NW 1/4 CERTIFIED SURVEY MAP
OF SECTION 11, T28N, RI 8W, TOWN OF CREECYFEEE. 1500
P: 4.0
KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN; PAG
ES: 3
BEING PART OF LOT 4 OF CERTIFIED SURVEY
MAP RECORDED IN VOLUME 10, PAGE 2861.
pi °OWNER SURVEYOR
LEE CHRISTIANSON EDWIN C FLANUM N 114 CORNER
1[moo 1 2037 50TH AVENUE NORTHLAND SURVEYING, INC. •
u.i ~1 ! BALDWIN WI 54002 P.O. BOX 14 SECTION 11Q
o ~I ~1 I . ROBERTS, WI 54023 REQUST. IRE CROIX COUNTY B ZONING EROSION CONTROL
1 j Lt ~4 C°~°Go PLAN BE SUBMITTED FOR EACH LOT PRIOR TO A m
Qj SANITARY PERMIT BEING ISSUED. CONTACT THE
of 0! I ZONING OFFICE AT 386-4680.
W 0 Q~ O 1 S89°41'1 7"E (SS9°41'25'% (S89°56'06"W 729.19') FENCELINE IS 1.2 FEET
¢ Z 1 1 f 33.24' (33.25') N89°S6'1 3"E 729.37' VEST OF LOT CORNER
385.08' r44-2-9-',r
Z o 4QUJ/1 / 4 5 1 lWETLANDS
/ 100LOT 1 LOT 2 i
i/
m m p/ ® 1 2.01 Acres W r ~rO CT I /
O O C~ ~1 l Z 4.23 Acres
87,761 sq ft 2 < v; / /
W!1 184.,3 351 sq. ft / N^~l
¢ ~ N.B.A. = 1.0 AC. )
v- ~ 1 I VII ~8 rJ
II / _W !2 L.B.O. -963 Q// $ BENCHMARK
! Gam PRIVATE ^ z/
N7 TOP OF REBAR g ~p4/
o,`~ ELEV. =972.33 , o
~i 01 4f • 9°46'02"tN DRlV& fro O O~o/ G N j tV
C 1 w 75' 2 ~~i pG~/ lV
LL b
Z 60'~ I 6
z _ S / QED/ S86°01'04"E 518 / ~3 P M
Z =u I °v TO HE D .39 -85. 1' t O o
N / SD 6+0~ \ PUBLIC g b T - 43 .38- N N
/l z / 5---••.. - _='133 ,~~P~~
/l ~l 133' 33' \
BENCHMARK / VEA z
LOT 4
UJ
G l / / 1 $ TOP OF REBAR /
/ 2.03 Acres w 80 1 I ELEV Pk M*W A C/7llXr'f11v
co Z W*m
2 3 88,291 sq. It m . = 968 LOT 3 MAR 0 g 2005
1.27 Acres
p ° 0
s7. / / p 186,148 sq. It.
DEDICATED TO B.A. A 1.0 A
' S01 THE PUBLIC t B:Q. = 963 If not recorceo wiaw13U Oa
1 560.35' Koval date and Vold )
~c+sO 255.72' 97.27' 463.08'
l° °42'02'% 616.0
OO um@rff 9 C~a~oGylo 4O [pig G3Cm00 u3DGD
1~~C1
LEGE
Q 3/4" X 18" IRON REBAR SET WEIGHING chi
W
66' ALUMINUM COUNTY SECTION 1.50 LBS. PER LINEAR FOOT
t CORNER MONUMENT FOUND
mil ROADWAY SETBACK LINE (AS SHOWN) ~
Q• 1" STEEL SURVEY MARKER NAIL FOUND
(2.0 AC.) NET BUILDABLE AREA
1" O.D. IRON PIPE FOUND S 1/4 CORNER
IT. CROIX COUNTY - - - - - 12' WIDE UTILITY EASEMENT PROPOSED DRIVEWAY LOCATION SECTION 11
~RVEYOR'S~w L.B.O. = 963 LOWEST BUILDING OPENING ELEVATION 20% OR GREATER SLOPES
CURVE DATA TABLE ( ) PREVIOUSLY RECORDED DATA
NUMBER RADIUS CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT -
1 233.00' 10°44'33" N54°2938.5 W 43.62' 43.69' N49°0 7'22"W N59°51'S5"W
2 659.13' 17°01'56" N18°44'56"E 195.22' 195.94' N27°1 5'54"E N10°13'58"E ,
3 692.13' 17°10'09" WW49'02.5T 206.63' 207.40' N27°24'07"E N10°13'58"E
4 2200.61' 2°54'47" N08°46'34.5"E 111.87' 111.89' N10°13'58"E N07°19'11'E
5 2233.61' 3°01'02" N08°43'2T'E 117.61' 117.62 N10°13'58"E N07°12'56"E
6 80.00' 65°38'17" S46°56'53.5"E 86.72' 91.65' S79°46'02"E S14°07'45"E
7 80.00' 245°38'17" N43°03'06.5"E 134.46' 342.98' S14°07'45"E N79°46'OZ W
8 80.00' 82°05'57" S55°70'43.5"E 105.07' 114.63' S14°07'45"E N83°46'18"E
9 80.00' 79°47'22" N43°52'3T'E 102.62' 111.41' N83°46'18"E N03°58'56"E '
10 80.00' 60°05'41" N26°03'54.5 W 80.11' 83.91' N03°58'56"E N56°06'45 W
11 80.00' 23°39'1 T' N67°56'23.5"W 32.79' 33.03 N56°06'45"W N79°46'02'% -
THIS INSTRUMENT DRAFTED BY SAM ADAMS JOB NO. 04-47 DATE 10-19-04 SHEET 1 OF 3 SHEETS
Vol 19 Page 4944