HomeMy WebLinkAbout022-1030-95-300
RRO RT ~g ~ of
Wisconsin Department of Commerce ATION V~
Division of Safety and Buildings
in a rdance wRh Comm 8 Ad . Code
~/n+` r-1 County
Attach complete site plan on paper not less an 8 1'/2'x! 1r1 irc s can u
ectnrra 3bb
include, but not limited to: vertical and ho I tal reference poi t Parcel I.D. 6 a.~ 6 , ,9~
percent slope, scale or dimensions, north a ow, a4dl ~ an dis d.
- Date
x C OUN f Z~Zm
Please print al I FF/C
Personal information you provide may be used tse on dary purposes E w, s- 15.04 (1) (m)). ,t
roperty er Property Locatio - N R E (or)
P
Vi1 S t
C~ Govt. Lot N' ► 14 u
Property Owner's Mailing Address. Block # me
I-eu
City State Zip Code Phone Number ❑ ❑ village Town f earest Road
/ K1n^►C ~ en& r
New Construction Use: Residential / Number of bedrooms- Code derived design flow rate L GPD
_ -
❑ Replacement u ' r co rcial - Describe,
Parent material F elevation if appli le ft.
r yinlj o
General comme -
and recommends 5_t.
Boring # Boring M Pit Ground surface elev. Depth to limiting fa ` in it at
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
06 i
-~l d s 3l 1.-
S
L Boring C3 Boring
a 'apit Ground surface elev. l1C(nL ft• Depth to limiting factor in. Soil lication Rate
re Consistence Boundary Roots GPDN
Horizon Depth Dominant Color Redox Description Texture Structu
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
r r
10 -r L 1 y
47
• Effluent #1 = BOD > 3()< 22o mg/L and TSS >30:s 150 mg/L ` Effluent #2 = BOD 130 mg/L and TSS 130 rVL
CST Number
CST Nanv (Please Print) Si
Bird Plumbing, Inc. Shaun Bird 226900
Date Evaluation Conducted Telephony: Number
Address
71
1008 192nd Ave, New Richmond, WI 54017 5-246-4516
i
21
Page of
Parcel !D #
Property Owner _
❑ Boring /
J Boring # ~ pit Ground surface elev. Depth to limiting factor O in.
Soil Application Rate t- I Horizon Depth Dominant Color Redox Description Texture Structure . Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. 'Eff#1 'Eff42
1or1-L I.
z
yy ]1a V 6s = r/J~'r wI
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •EGPD/ffE
in. Munsell Qu. Sz. Cont. Color Gr. Sz. 3h.
I
~I
❑
❑ Boring # Boring Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Sal Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BOD; > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS 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 608-264-8777.
SBD-11330 (R-6100)
4
Soil Test Plot Plan
Project Name Lee Christianson Shaun td
Address 2037 50th Ave
Baldwin Wi 54002 C W#226900
Lot 2 Subdivision Date 11/10/04
NE 1/4 N W 1/4S 11 T 28 N/R18 W
Township Kinnickinnic
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe
System Elevation 97.3/97.0/96.7 *HRpSameasBenchmark
Alternate Benchmark Top of 1/2" pipe @ 100.5'
Scale is P = 40'
unless otherwise
noted
369'
Property
Line )
I
102'
B-2100 )
~3 1
B-3 IcQlpe
a
Pro Town Road 4013r1
100' Line
10, Property
Parcel 022-1030-95-300 04/12/2007 11:20 AM
PAGE 1 OF 1
Alt. Parcel 11.28.18.168A-30 022 - TOWN OF KINNICKINNIC
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
02/24/2006 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - HUPPERT, CRAIG D & MELISSA A
CRAIG D & MELISSA A HUPPERT
470 CTY RD SS
ROBERTS WI 54023
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description * 1338 CHRISTY CT
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 4.230 Plat: 4944-CSM 19-4944
SEC 11 T28N R1 8W PT W1/2 NW1/4 BEING LOT Block/Condo Bldg: LOT 02
4 OF CSM 10/2861 NKA CSM 19-4944 LOT 2
(4.23 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
11-28N-18W NE NW
Notes: Parcel History:
Date Doc # Vol/Page Type
03/08/2006 789121 19/4944 CSM
03/16/2005 789670 2765/255 WD
09/05/2003 739012 2402/107 QC
09/05/2003 739011 2402/106 TD
more...
2007 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 06/06/2006
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 4.230 85,000 0 85,000 NO
Totals for 2007:
General Property 4.230 85,000 0 85,000
Woodland 0.000 0 0
Totals for 2006:
General Property 4.230 85,000 0 85,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
~es? i~
1
VOL 19 PAGE 4944
KATMTEA H.
REGISTER OF DEEDS
ST. CROIX CO., WI
C ERTI FI En SURVEY MAP RECEIVED FOR RECORD
03/08/2005 11:00AM
LOCATED IN PART OF THE NE 1/4 OF THE NW 1/4 CERTIFIED SURVEY MAP
OF SECTION 11, T28N, R7 8W, TOWN OF RECC FEEEE. 150000
COPY 4.
KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN; PA
GES: 3
BEING PART OF LOT 4 OF CERTIFIED SURVEY
MAP RECORDED IN VOLUME 10, PAGE 2861.
N p1 OWNER SURVEYOR
LEE N 1/4 CORNER
~11
2037 50TH AVENUE NORTHLAND SURVEYING, INC. SECTION 11 Q•
BALDWIN, WI 54002 P.O. BOX 14I
O ¢O ~l d~ I I ROBERTS, WI 54023 REQUST. CROIX COUNTY ZONING OFFICE WILL
IRE A STORMWATER & EROSION CONTROL
S\M1 o`j Lt 04 C?°~oGAl_° PLAN BE SUBMITTED FOR EACH LOT PRIOR TO A m
z Z ~1 I ~!JQO [L° ~J p~o gQp9 SANITARY PERMIT BEING ISSUED. CONTACT THE S 1°
Lu a (9), 1
° - - - - - - - - ZONING OFFICE AT 386-4680.
569°41'17°E (S89°41'25"W) w 01 (S89°56'05"W 729.19) FENCELINE IS 1.2 FEET
M Z 1 11 f 33.24' (33.25') N69°56'1 WE 729.37' WEST OF LOT CORNER
Lij cc
385.08' r44-29--/r
Z U rn "Q W 11 4 !1 1\ ` WETLANDS
5
/ 1 roo' LOT 1 1 LOT 2
Co co
2.01 Acres
o 4.23 ~ tl AW 1 87. 61 sq ft ^b 184,351 9rgsft
~ ~i Nyn/i Q
~1 1 V I ` ¢ N.B.A. = 1.0 AC. da '
If Q/oC3/ IW ~c$ L.B.O.=963
P1 1 $ ^ BENCHMARK
r 1 ~';I PRIVATE U7 2 l~ i i 1
Gam/ ! TOP OF REBAR 5 Q i Op i 1
02 O f~ ~N79°46 S DR/ ^ ELEV. =972.33 , ,pp '0 N
U. n
CV)
Z S/;' 6 1 ~1 b ~~C~CZ / ~PO W
111 Z z 5~9 / TO TREED -85. 1 - - S86°01-04"E 5139,
/ AS P
- 1 SO~Oa~ PUgLlC T - 43 .3 °Np C\1
cl)
33•
/ 33' ~
LOT 4 BENCHMARK YED Z
TOP OF REBAR M
lpp 2.03 Acres Z$ 1 CdlMd'fY+ `
ELEV. =968.80 3c
~i 2 88,291 sq
. ft m
N&9 3 / p a:27 Acres ~G - MAR 0 8 Z005M o
186.1 48 sq. ft. h
7'\s / DEDICATED TO B,A. A= 1.0 A
THE PUBLIC :nz B.Q. = 963 If not recoraeo wo"I 3U as rx
I 560.35' approval date approval shall
F+ O 255.72' 97.27' 463.08' 7'!v/ mod void
869°42'o2"W 616.07'
°9~ ON~4C~04 9 Do~oG~lo 40 [3G G3C G00G3DIEP
LEGEND W
[j 3/4"X 18" IRON REBAR SET WEIGHING
ss' ALUMINUM COUNTY SECTION 1.50 LBS. PER LINEAR FOOT
rn
Jjr CORNER MONUMENT FOUND ~ m
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
ST" CROP( CiOVNN - - - - - 12' WIDE UTILITY EASEMENT PROPOSED DRIVEWAY LOCATION SECTION 11
g~JpVEYOR'S RECAP 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°OT22"W N59°51'55"W
2 659.13' 17°01'56" N18°44'56"E 195.22' 195.94' N27°15'54"E N10°13'58"E
3 692.13' 17°10'09" N18°49.02.5"E 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" NOS°43'27"E 117.61' 117.62 N10°13'58"E N07°12'56E
6 80-W 65°3&17" 546°56'53.5"E 86.72' 91.66 S79°46'02"E S14°07.45"E
7 80.00' 245°38'1 T' N43°03'06.5"E 134.46' 342.98' S1 4°07'45"E N79°46'02"W
8 80.00' 82°05'57" S55°1443.5"E 105.OT 114.63' S14°07'45"E N83°46'18"E
9 80.00' 79°4722 N43°52'3T'E 102.62' 111.41' N83°46'18"E N03°58'56"E 1
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"W -
THIS INSTRUMENT DRAFTED BY SAM ADAMS JOB NO. 04-47 DATE 10-19-04 SHEET 1 OF 3 SHEETS
Vol 19 Page 4944