HomeMy WebLinkAbout032-2119-10-000 Wisconsin Department of Commerce SOIL�It��` VALUATION
Division of Safety and Buildings \ I Page of
Bureau of Integrated Services in accordance with" Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 1�incl7es in sink t County
include,but not limited to: vertical and horizontal refereny/epoint(BM),direction a �"ems •�
percent slope,scale or dimensions,north arrow,and loca}tion.and dR tice to Qearest road.? parcel r .#
ST TC 0 19
APPLICANT INFORMATION- Please print a�,,,.Aqr frlltl�fdUNTayX /v" Revie y Date
�L71 VIN-G
Personal information you provide may be used for secondary purpos (FJ�Ja�y Law,s.�(m
Prope Owner - cation
of Ifl, 114 1/4,S T N,Ror�
Property Owner's Mailing Address Lot# Bloc k# Subd. ame or GSM#
City Stat Zip Code Phone Number ❑ City , ❑ Village Town Nearest Road
' /
vrl�— d �
New Construction Use: Residential/Number of bedrooms — -9/ Addition to existing building
❑ Replacement ❑Public or commercial-Describe:
Code derived daily flow gpd Recommended design loading rate bed,gpd/fib . ,10 trench,gpd/ft2
Absorption area required bed,ft2 7,SZ trench,ft2
Maximum design loading rate��bed,gpd/ft2____Z_trench,gpd/ft2
Recommended infiltration surface elevation(s) Z&L/Yl- ft(as referred to site plan benchmark)
Additional design/site considerations /
Parent material_ ,�?� ,f�ij}��,/ Flood plain elevation,if applicable ft
F S = Suitable for system Conventional Mound e�lound In-Ground Pressu AT-Grade System in Fill Holding Tank
U = Unsuitable for system I ® S ❑ U S ❑ U JO S ❑ U ®S ❑ U ❑S U ❑S JZ U
SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles Structure GPD/ft2
in. Munsell Qu.Sz.Co .Color Texture Gr.Sz.Sh. Consistence Boundary Roots
-...- Bed ,Trench
/- - T 8
Ground
elev.
/"ft•
Depth to
limiting
factor
Remarks:
Boring#
3 9f x
Z.
S° s _
Ground
elev.
/ '' ft•
Depth to 0
limiting
fact r
? in. Re arks:
CST NameTPI9dse Print \ , Signature I� Telephone No.
/^
Address Date CST Number
�p
3
I�
i
SOIL DESCRIPTION REPORT
PROPERTY OWNER Arakfxd Page of
PARCEL I.D.#
Boris # Horizon Depth Dominant Color Mottles Structure 2
g Texture Consistence Boundary Roots
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench
s ,
Ground
elev.
Depth to
limiting
factor
�99 in. �b
Remarks:
Boring#
_... - s
Au
Ground
elev.
Aft-
Depth to
limiting
factor
� in.
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft?
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench
Boring#
N
IA-92,::............. s - -
Ground
elev.
Depth to
limiting
factor
��ln. Remarks:
Boring#
Ground
elev.
ft.
Depth to
limiting
factor
in. Remarks:
SBD-8330(R.9/98)
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a
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PINE CLIFF FIRST ADDITION
LOCATED IN PART DF THE NVI/4 Or THE NVI/4, IN PART OF THE SVi/4 OF THE NVI/4 AND IN PART OF THE SEI/4 OF THE NVI/4
OF SECTMN 84 T314 RIW, TOVN Or SOMERSET, ST. CROIX COUNTY, VISCONSIN.
L
S IJ PLAT OF SERENITY
.t0.
m•. Bf-i73Z l0T-,2 ` LOT 1
_-.... - - - - - --yam - �. - - NI/4 CORNER
_ 200.3O'Dr'E 1377.9' NORTH LIE[SE THE Nvl/4 200TtLAYE!!41t SH'S0'02'T SECT 104 26
;TING CCNTCRLINE-�--- --�-500.01' 7•-cam_.�__,.__�_ -�
S89.08'38"E 08,31' 133740•
i 1•DRd PIPE 1
I I USGS DATUM 1929 �_ I
� I Eli 41.30' i
I
1 21 Fyn
i N I 3.011 ACRES
Z 1-��--- - 171.47 S0.FT.
; 1
N
I ..-...._ 1 77.1�. I "
� v0..IL PG 7073 I d I <2%AC)
._....-...--• I ! VON Vl><.•R P4 2120 I `
N A
W I ~
( 1
sn
' I !U
i 22 R
` I I m
---------------- KvL i 3.011 ACRES a OWNERS
SEE NOTCS;A 6 t \ 13L130 S0,FT. MICHAEL J. HARTMAN DBA
PINE CLIFF PARTNERSHIP u
PLAT OF PINE CLIFF ' rO �- `/ (2.45 AC) C/O HARTMAN HOMES INC.
103 MAIN STREET
1 SOMERSET, WI 50025
1 i
• 316.32 10.7'•/-
1 N ••V ' Y
------------ u
LEGEN
I N
I j 23 W MONUMENT COUNTY SECTION CORNER
W
n MONUMENT FOD
7011 ACRES
I 1$142 30.n. I' IRON PIPE FOUND i
(3.01 AC)
/ I o 2'X 30' IRON PIK SET WEIGHING "
363 L/S.PER LINEAR FOOT s`
j
2' IRON PIPE r0UE0
NOTE- ALL OTHER LOT CORNERS
/ N09• '30'•v 71.77' IRON PIK VEIGHING 160 LIS.
19040. 18.0'•/- KR LINEAR FOOT
100'ROADVAY SETBACK LINE
ZI --_-_--
12'vMD[ UTILITY EASEMENT
b Q.
J;
PROPOSCD DRIVE
24 w;
).327 ACRES I --K-- -- EXISTING FENCLiNE
144.012 S0.rT.
�
Q.32 AC) b ?I 1NVL•m) NIGH WATER LINE ELEVATION-USGS
NOTE A GRADING THAT WOULD ALTER THE CAPACITY
.7' W 4 Or THE STORM WATER RETENTION AREA
�• )• 47 In IS PROHIBITED
\ yN
2C NOTE B THE STORM RREATEPTEND WITHIN AREA
\ >•U-1 Z 3261 NACRES
142.053 S0.FT. (3.01 AC) NET BUILDABLE AREA PER TOWN OF
2C
� a (3.26 AC) SOMERSET ORDINANCE t1/2 ACRE MINIMUM)
\ 7203 25 (3.26
`
\ 167.002 SO.FT.
\ `��,♦' '••, .••...•..•.•• NORTH LINE OR THE SEI/ Of THE NV
..,,• N A T 1/4
�\�t
r IRON PIPE \ •� 20' /' S8 •05'58"E 470.00'
USGS DATUM 1929 �.`
Et-07121' ` `-t \ �1 rENCELINE IS 06'•/-
\ �� - ^,)'
SOUTH ORTHI[ LOT CORNER
83'00'00"W
o' . ti�^ 27
3295 ACRES I CA
'C1:•• / 1 \ \ 143534 So.FT. ' Z'.
Li
o
IV
LOT 8 i \ \ 309.1 '40"V 1.22' (�•1 j
°-- 3044 ACRES ' 1'1
�`. PLAT OF PINE CLIFF i \ "_tN
131.607 S0.IT.
` 1 LOT 9 t1.n AC)
OD
LOT 7
1
A
I
.o
`` i I
�1 - EASTERLY LIMITS OR BUILDABLE AREA
__-_-_-_- a_T----y--__ lh ;
�' ______________ 1 KR TOWN MI SOOT BUILDABLE
ORDINANCE
(TOP SLOPE)
29
I
THAT THE INSTALLATION VOULD 1 1 3070 ACRES
LONG ANY LOT LINE OR STREET LINE. j ) 134730 S0.FT.
A VIOLATION Or SECTION 23632 I l\ (1.36 AC)
'EIE SET rORTN ARE FOR THE USE OF I \
NG THE RIGHT YO SERVE TIC AREA ,
I 1
' TO STATE[ItU11Tr,AND TOWNSHIP ! LOT 10
'UH LOT SIZE.ACCESS TO PARCEL.ETC.). 1 ..-...._ 1 E4 ,~�' ` GA'
LAND CONTACT THE$T.CROIX COUNTY i F 1 T .•v 460 'r
-CV ICE. 1
1 ♦ \ \`
3026 ACRES r
j \ 131.013 $0. FT.1099 SEARING SEARING CHORD LENGTH ARC LENGTH TANGENTS ♦ \\ L ''\ '
i 1%
O'10'76-7'V 103 6
\_ r
.77' C 277'44.42'V 217.07'29'2
•0.11'43"W 10910' 110.20' 137v4'4Y'V S%•3B'44'V ;' �\_, -\``
3.14.2rsv 00ar WAS' S%•30.44"V SI3.07.21"E
-
S.13,57s'C 210.63• 111.701 513.07Y9"C S02.3r34"V '♦ LOT It ;♦ \ �.
1.51'„3'V 317.71' 931.67' )*4.41'47"V N39.01'3t'V
I
477"V 130.63' 42.97' N39'�I'72"V N10.01'37"C ♦ \ �, I..
I.sV 77346' 62247 Ef0.0)77"E 107•00011V
'.s'V 163 11677 N10.01.3711E HIV3r42'V ♦ 1
9t
"V 17761' 177.4' NIV39'4F'V N41•72'34•V
164.70' N4V3v54•V M00.73'72•V
a v
t"A"
'9571' 2760 T2 4sarV N6r140 E 93.76 Eso 75 7t v sa arar v
1 -1.11 71779 S07•ararV N29•430'V ♦';' LOT 12
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