HomeMy WebLinkAbout026-1302-09-000 (2)
Wisconsin Department of Commerce \ V VALUATION REPORT Page of~
Division of Safety and Buildings
in acxor~ Comm 85, wis. Adm. Code 1
County 5 / • rro / 7C
Attach complete site plan on paper not less the, 8 1/2 11 inc wt
include, but not limited to: vertical and horizon efere poir 101 Parcel I.O.
percent slope, scale or dimensions, north arrow, and I tion and distance to nearest road
Please print all inform tion. U 22 5 2005 Review by Y DateQ
Personal information you provide may be used for secondary rposes (Privacy Law, s- 15.04 (1) (m)1. IL D 6 5
Property Owner FFCE ocat n ,1
ZONING 1/41/4 )Lj T 30 N R E e- eo /C ////C..i
Props is Mailing AddressBlock # Suubd. Name or CSM#
City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road
ew Construction Us sidential ! Number of bedrooms Code derived design flow rate J~ GPD
❑ Replacement ❑ Public or commercial -Describe:
Parent material Flood Plain elevation if applicable efg%eg ft
General ra recommendations:
v.- ale tI~ v~• 6
S~ ~le~~
1 p Boring l
M ✓
Boring # Pit Ground surface elev. E. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munseh Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Efffn
S~1 o
Z z-
i
F2--]Boring # a Boring / ✓
pit Ground surfaceelev. Depth to limiting factory in• l liption Rate App
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2
^10 V- -31Z_ Si Zrrt r cs ~.o
Z _ p yl~ 2- fir w 1 F o
' Effluent #1 = BOD > 30 < 220 mg/1- and TSS >30:< 150 mg III, IF ' Effluent #2 = BOD < 30 mgA- and TSS < 30 mg/L
CST Name (Plem Print) Si CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54 715-246-4516
Property Owner _ Parcel ID # Page of
Boring # 4it ring
❑ Ground surface elev. Depth to limiting factor in.
Sal ica ion Rate
3
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
-11. 3/z 2- Y C
Z L- 1 y/ Z, S), ~'r I F . b . o
3 11- 20 ~Y/ ► - oh - a .
❑ Boring # C] 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 GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
❑ Bonng # Boring
Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil AriMication Rate.
Roots GPDAT
Horizon Depth Dominant Col or Redox Description. Texture Structure Consistence Boundary
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
• Effluent #1 = BOD, > 30:s 220 mg1L and TSS >30 < 150 mgA. ' Effluent #2 = BOD, 30 mg& and TSS 30 mg1L
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.
SB"330 (R.&W)
Soil Test Plot Plan
Project Name P.C. Collova Bldrs. Inc. Shau
Address P.O. Box 489
Somerset Wi 54025 CST #226900
Lot 9 Subdivision 95th St. Site Date 8 18105
NW 1/4 SE 1/4S 7 T 30 N/R18 W Township Richmond
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 101.6' *HRpSame as Benchmark
Alternate Benchmark Top of 1/2" pipe @ 100.3' 120' B.M.
325' Property Line
10Scale is 1" = 40'
B-2 unless otherwise
noted
8% Slope
0'
10' 30' B-1
B-3
100'
102'
II
i
i
400'
Property
Line
]'Surveyor, nere0y Certify riat by we aNection or h'.u. uonova S1 (Neighing 4.303 lbs. per linear foot) SEC. 7, T. 30 N., RAO W.
tapped the Cd-untq plisIVAlinety Fifth Street Site, located in part r\ ~ooee•••N ~I`/ TOWN OF RICHMOND,
COUNTY, W1
ar and art of the Southwest Quarter of the Northwest Quarter all • • • . • Building Setback Line
part ,~fe GERALD C•et*"': (100' from Right of Way) NOT OI% ST. C TO SCALE
1, in the Town of Richmond, St Croix County, Wisconsin, ♦ N
er • ~ O FOUND 2-3/8 0.0. IRON PIPE
• Ri A. RECORDED AS 170TH VENUE All -T
•~i• S•2371 - - -Proposed Driveway Location
J Section 7; thence, on an assumed bearing along the .0 • _ o
i 00 degrees 32 minutes 03 seconds West a distance of 1312.36 .se ,rrN~n - - - 12' Utility Easement Line y N E
north-south Quarter line, North 00 degrees 32 minutes 03 A RICHMOND Denotes Drainage Easements I N W N `
North 89 degrees 27 minutes 57 seconds East a distance of ear Ir • h L.B.O. Minimum Elevation of }
35 seconds West a distance of 295.82 feet; thence North 00 or y'e• WIS, e••Q Lowest Building Opening - -r r --b .0
I of 660.00 feet; thence North 34 degrees 22 minutes 24 O •••t'~«a`e•`G~ H.W.E. 100-Year High Water Elevation I m
forth 88 degrees 55 minutes 58 seconds East a distance of ~i S V Rv. Benchmark - To of Iron $ W
s 17 seconds East a distance of 1384.52 feet; thence, South 89 fit ® monument as noted S E
I of 863.72 feet to the point of beginning. Containing 883,264
T town Road) along the most westerly line of the above described ALL OTHER LOT CORNERS MARKED WITH A 1'
and covenants of record. I i x 18" IRON PIPE (WEIGHING 113 LBS. PER 160TH A ENUE
North 114 Corner Section LINEAR FOOT) UNLESS OTHERWISE SHOWN.
resenlalion to scale of the exterior boundaries surveyed and the I 7-30-18 (Found 314" Iron Rerod)
e complied with the provisions of Chapter 236.34 of the i 996.8 UNPL_A_TTE_D LANDS_
ce of the County of St. Croix and the Town of Richmond in I I 98J. 6 - - -
N 88'5558" E 491.40
183.4
7 \ yq~ 32295 991.4
0001 I I ~ East west 114 Line - tQo' G, - - -
11 Vry bh
H.W.£=9BJ.0
2005 y~
I 1------~ m a 9
996.J ° 2.41 acres 10 g• 104,995sq. /t.
~n 2.55 acres L.B.0.=989.9 ib
July organized and existing under and by virtue of the laws of the State of I 11 If, 170 sq. ft.
hereby consent to the surveying, dividing, mapping and dedication of the I I I ~ L.B.O.-985.0
LOT 1 66 Joint
e above certificate of P.C. Collova Builders, owner. I I I y z Drive Easeme. I • . /saot'
N NleYeS' 6
I O S a I
has caused these presents to be signed by I o r
*a , 8S
Minnesota, and its corporate seal to be hereunto affixed 53' I N 0 . \J3' `S$ j, I n1
I ~ -1 P `t ~ ' - -1+
N I \ , NBa'8S'58'e 165TH I
° AVENUEj~
Date W 12OT6'• I Z
O
I I I~ Ty
r~j
%w O I ~
k I I 2.18 acres
2005, above named , to me known to be the Ivi I I I r, m 95, 05Jsq. ft.
to I rn Cu I`C
Iwledged the same. t,i I I O I m
LOT 2 _ a
Witoonsin r.j I I ly ,f _ r
1,81 acres
to I I I I~ I~ -
I I I 9922 1O I 79,008 sq./t.
244'35' °1vV 998.9 I
(i.J I ICI I I~ N .6R6'40a
IE I N N lY l O
I nl ri. ( ut 264.97' I I11
I Z ` Z I !J219-24-43- E
MITTEE I 1 o ns
f ~y {-----Ip. N N~ f1 'n
0
Iry I ~ r m IV
Bin the IIm I IZ 12
1 C
"eby 1.89 acres- ' 1 • 1 I Z
'ommittee.
82, 485 sq:.ft. 1 7
1~
LOT 3 u, 1.56 acres U 00
m ~'I I 67,952sq.ft. :A ~~10
I N. ~ ~ ' N~ Imo(
4
II I N 'jG'"/ s7772•s, 005
I t zs.zssl~ i ~ o°` / ~ o5goe a I~
LN 89'27'57" E- 381.80'
407.06' - N69'27'57'E / I
4657HAVE
Z S69'27'57'W 0 407.08' 6 I
'E in the Town C7
.proved by the I u ~z 9~ T,-SS3:o4' 11, 1 9t N71' 47 •se;E 25.06'
1.58 acres
w I 3aoo' 6B,B14sq.fL Inl
co,
N 6JJ
31 Is go 6 4a
x q 6 N.W.E =975 O
"t i'aa m' N ~fea7e' .S f i W
madopted by I e e ? BASS 4 e Neswsat 2.01 acres
I n 2.00 acres \\W 87,549sq.ft.
I - .L.L~y tr L.8.0.=977.0
L4 ! oY e 87,2J7sq.lf. S
L.90-971.6 $ \ = 989.9
5. 8'\\ 878.61 456.72' 44.27W
t 64 e1' 377.64'l .6
I I S89'17' 31 "W 883.72'
{ North-South 114 Line South Line of the
z Nothwest 114 of
R i4 the Southeast 114
I N N U_NPLA TTED LANDS
South 114 Corner Section
CT L4
7-JO-18 (Found Aluminum
C~ 01
ting town treasurer I I I County Monumen t)
ordance with the I
d special I
ny of the land ~ J
I CURVE TABLE
CURVE RADIUS DELTA ARC CHORD CHORD BEARING TANGENT BEARINGS
C1 167.00 99'51'21' 291.05' 255,59' N39'32'16.5'E N99127'57'E N10'23'24'W
NOTES: I C2 233.00 99.19'22' 403.91' 355.20' N39'16'17'E N10'23'241W NBB'55'58'E
NO OWNER OR RESIDENT SHALL DO ANYTHING LOT 11 233.00 51'21'19' 70.03' 201.92' N15'17'15.5'E N10.23'241W N40'57'55'E
WHICH WOULD INTERFERE WITH OR CHANGE THE LOT 10 233,00 30'06'34'. 122.44' 121,04' N56.01'12'E N40'57'55'E N71'04'29'E
OPERATION OF THE APPROVED COMPREHENSIVE WATER LOT 9 233.00 17'51'29' 72.62' 72,33' NBO'00'13.5'W N71'04'29'E N88'55'58'E
DRAINAGE AND SOIL EROSION PLAN FOR THIS PLAT. C3 167.00 99.19'22' 289.50' 254.59' S39'16'17'W SB8'55'58'W S10.23'24'E
THIS INCLUDES BUT IS NOT LIMITED TO BUILDING UPON, C4 233.00 99'51'21' 406.08' 356.60' S39132116.5'W 510.23'24'E S89'27'57-W
OBSTRUCTING, ALTERING, FILLING, OR EXCAVATING OR LOT 7 233.00 29'24'15 119.59' 118.27' S04'18'43.5'W S10'23'24'E S19'00'51'W
id acting treasurer PLANTING IN ANY DRAINAGE EASEMENTS, WATER LOT 6 233.00 27.49'46' 113.17' 112.06' S32'55'44'W S19'00'51'W S46.50'37'W
cords in my office DRAINAGE DITCHES, WATER RUNWAYS, WATER LOT 5 233.00 42.37'20' 173.33' 169,36' S68'09'17'W S46.50'37'W Sa9.27'57'W
pecial assessments CULVERTS, BERMS OR GRASS SEEDINGS.
lands included in BEARINGS ARE REFERENCED TO THE North
JOB ~ D43A
South 1/4 Line Of SECTION 7, T.30N., RABIN., Prepared by.
Prepared by
WHICH IS ASSUMED TO BEAR NOO'32'03"W. GRAPHIC SCALE
CansuPong G10up,lnc.
THE PARCELS SHOWN ON THIS MAP ARE SUBJECT TO STATE, COUNTY AND 'eD m^ Sao j-W
TOWNSHIP LAWS, RULES AND REGULATIONS (I.E. WETLANDS, MINIMUM LOT SIZE, Phone No. (715) 246-4319
ACCESS TO PARCEL, ETC.). BEFORE PURCHASING OR DEVELOPING ANY PARCEL, Fax No. (715) 246-3830
CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND THE APPROPRIATE TOWN ( M FEET) P.O. Box 325
BOARD FOR ADVICE. 1 inch m 100 fL New Richmond, W1 54017