HomeMy WebLinkAbout032-2119-50-000 (2) Wisconsin Department of Commerce SOIL AND SITE EVALUATION
Division of Safety and Buildings Page_Z_of
Bureau of Integrated Services in accordance wlfla-Oor t�r7i$�. Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches ln size Plan County
include,but not limited to: vertical and horizontal reference porn (BI );direcorTanfi,/�r(� X
percent slope,scale or dimensions,north arrow,and location and-distance to hsar'e�t d. a cel I.D.#
- 1999
APPLICANT INFORMATION- Please print all inform ation. ST CROIX iewed by Date
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Personal information you provide may be used for secondary purposes(Privacy Law,s.154g"l 7
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Prope Owner p c e ,\
'Ga)[t_.1,�°� 1/4 '1/4,S T N,R E(o
Property Owner's Mailing Address • Lo_ ock Subd.Na or CS Y#
City State Zip Code Phone Number
❑ City El Village LE Town Nearest Road
( _) _ 3 i✓o
all,New Construction Use: Residential/Number of bedrooms Addition to existing building
❑ Replacement ❑Public or commercial-Describe:
Code derived daily flow —gpd Recommended design loading rate bed,gpd/ft2_ (trench,gpd/ft2
Absorption area required 626V bed,ft2_,!QQ9—trench,ft2 Maximum design loading rate� — bed,gpd/ft2__'_�trench,gpd/ft2
Recommended infiltration surface elevation(s) 23,/5- ft(as referred to site plan benchmark)
Additional design/site considerations
Parent material /� � i,/�./ Flood plain elevation,if applicable ft
r=u = Unsuitable Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fiil Holding Tank
for system [0 S ❑ U ®S ❑ U ®S ❑ U f Z S ❑ U I ❑S W U ❑ S Z U
SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles Structure GPD/ft2
Texture Consistence Boundary Roots
J in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench
r r
Ground
elev. _ '� /
7
Depth to
limiting
factor 3�
Remarks:
Boring#
L
a /
Ground
elev.
Y/3
s
Depth to
limiting �8�a
factor
Z,5—in. Rema ks:
CST Name (Pea Print) Signature r Telephone No.
S S -
Address Date CST Number
3 Q <
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SOIL DESCRIPTION REPORT
PROPERTY OWNER Asa,a 15~ Page of
PARCEL I.D.# •C
Boring Horizon Depth Dominant Color Mottles Structure 2
9 Texture Consistence Boundary Roots
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench
�K
Ground 3 3 ✓ /
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�yRa-L'••• 'i � LY
Depth to
limiting
fact r a5 �z
in. I L .Z
Remarks:
Boring#
i
•E
Ground
elev.
Depth to
limiting
factor
in.
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench
Boring# -
C
\v....: ^
Ground _ -°
elev.
ft.
Depth to
limiting
factor
, min. Remarks:
Boring#
M /
Aho
Ground - /
elev.
Depth to
limiting
factor
OR in. Remarks:
SBD-8330(R.9/98)
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PINE CLIFF FIRST ADDITION
]GATED III PART OF THE NVl/4 OF TFE NVl/4,3N PART OF TFE SVf/4 OF T! NV11 AND Al PART OF TI[ SW W TW M/t/�
SECT>Q/LR T9IK R19V, TM SOMERSET ST.CROIX CQMTY, VISE&T
iDr.S r6m i PLAT OF SERENITY
- - - .M,rSA.iJ]2 - �_ - -i��T.� ` .- 4444-.. LOT 1 - - NI/4 CORNER
SerSO'OL•'C 1337.4r NORTH LINE Or THE NVI/4 .6.T�A _. T sOIF'SoOr2 SECTION 1!6
-=-=-=-•-_=-_--_--_--
ND CCNTCRLIN[-7_----- _-�`iooro3v7•i"�'-ur.e• -'�--�- - - -*
- --- __ - _ - 7 S89.08'38"E 308.31'
� I r
1 1.OION PIPE 1
1 , USGE B1 t»7 1
n6 W 311, � I
1
1 21 '
It
'N JAII ACRES b
I I IJLIA s0.0,T. + 1 #
Z 1 70,,3r
<: 1
v0. a Pc 3035 Cy ; .»•cT IA►1. .
.__.._-...--• I 1 W VOL.IL PTA elm
:0
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22 R
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`----------- ( MVL 6 an OWN IM
SEC Hgr[S;•6• \ 3.011•CRCs
IJL011 S0.0,T. �,' MiCHAEI J. HARTMAN DBA ER
PIME CLIFF PARTNERSHIP v
PLAT OF PINE CLIFF I \/ '2.45�/ C/O HARTMAN HOMES INC.
PLAT-_._.PINE C_IFF 103 MAIN STREET
r,----:-
i SOMERSET, VI 34023
1 :
i
1 .v i 11.7'•/- L
30 LEGEND a
I I i 23 4.1 ALUM"COUNTY SECTION CORNER :
7011 ACRES P MONUMENT FOND
171142$o.0,T. � � • r IRa PIPE rowD �
(7.01 ACT O O 2'>< 3O' IRON PIPE SCT WEIGHING "
7.63 LIS.PER LINEAR rOOT
A c
r IRON PIPE FOUND
® NOTV ALL OTHER LOT COMERS
•v 7.77' NONUMENTED WITH 1'3 24'
�•��' i »1.71' IB0.00' 193'•/- LDS
PER LINEAR fOOTING lie
A1� ,
/ •1 �' :• N ••••••.••••••• 100,ROADWAY SETBACK NINE
S
WIDE U71LITY CASEMENT
JJ;
----- PROPOSED DRIVE
- Ir 24 W:
/
#;4 1 73 ACRES ►-I -R-+t- [YISTINO r[NCLINE
/ T �; 85 1..,182$0,f T.
t232 ACTT {MVL 97D) NIGH WAVER LINE ELEVATION-USGS
I I/ ' \
I
I. NOTE A GRADING THAT VOIA.D ALTER TNE CAPACITY
1 /• ,47' 7• n Or THE STORM WATER RETENTION AREA
IS PROHIITED
1
N
\ 26 Norc B HE STORM VREATECR PROHIBITED
EE ENTION AREA
\ •` 7e61 ACRES
•�y13, `� 142.OS3 so.rt. t3.01 ACT NET JUTLDADLC AREA PER TOWN Or
25 t7.t6 ACT SOMERSET ORDINANCE(1/2 ACRE HINT")
\ 7m3 ACRES n
14730E So.FT.
(3 20 AC)
................... 4444. NOIlTN LINE Q THE SEI/.K THE NVI/.
USGS Una Ion \�\ ---- ••/- S •03'38"E 470,00'
EL.97111' ``` rENCELINC IS 0.6••/-
/ SOUTH Or THE LOT CORNER
so .00 OWN
50.00'
y . 5`
1M ACRES
\ \ 143,534 S0.Fr. =i
LOT..8 $4111614011v 301.1g, it
� 1 1 >'ti
7.044 ACRES ' IA
�`� PLAT OF PINE CLIFF i \1 i 3P605$o.FT.
t '
/ . _4444-4444-._..-4444-.• i LOT 9 11.77 AC)
I LOT 7
1 yn� I
``�` i N
------------� i i 1 EASTERLY LIMITS O. BUILDABLE AREA
L W SOMERSET ORDINANCE
OP SLOPE)
T 1--------------- r ` 1 PER T O
+At THE INSTALLATION 1/OULO 1 I 1 ' 1337)0 So. T. 1
G ANY LOT LIME OR STREET LINE. I
VIOLATION Or SECTION 23.72 1 t1.3 ACT
SET rORTH ARE FOR THE USE Or I ' \ 4�
THE RIGHT TO SERVE THE"CA-
0 STATE,COUNTY,AND TOWNSHIP i LOT 10
LOT SIZE,ACCESS TO PARCEL.ETC3.
4 D CONTACT THE ST.CROIS COUNTY 1 . ` •"� 1
ICE. 1
/ � t r
/
1 , O
/ 7021 ACRES
131.813 sq.FT.
J
11.13 ACT
1 BEARING CHORD LENGTH ARC LENGTH TANGENTS
1'31V'W I053T flO.N' S3r44,4 •W $IrOr2st
1,43',4 101.Ir Item' S33' 2"V SO6.3V44'v
122.51v Door 90.40, SO6134"441v 11I3.072rt
s75t 810.671 raw 213`e7*89"T SOr31.34"W : LOT 11
$17.71• 771.67' "114,41147.4 0910113w
TS7.S"V 17945• 10.17* N»•01.3r•V Mr01'77*T %' ' \ � '
1. 570.t e •r Stroll roo•
' 1
'YI 0,v 62.e0, M 7 T
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roery uur 1u.7r MoroI7 t MrJr r
1
1610,v 17 71 I 754 Me•7r 42 4 N4rx•54 v
4•Iry
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let.76• 164.30' INIM'54•v NW35'3e'v
q,4ry 15-04• 7576• N9r35'32v Ser00.00,v / \