HomeMy WebLinkAbout020-1016-70-025CST- ZoZ�-o37
1 4
ANs. Dept. of Sa fessional ,vjffs SOI EPORT Page _ of
Division of Safety nd Building 03 ,W
M in accorda with SPS is. Adm. Code
�rv�my County St Croix
Attach complete ite plan on p�ep�rkt9Ti x i1 inches in size. Plan must
include, twt not li it to: `V�rti I reference point (BM), direction and Parcel I.D.
percent slope, s oD , north arrow, and location and distance to nearest road. 02�' �0�%'%�� 0 Z
Please print all information. Reviewe y Date
I
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location1:1 El
Hartman Development Properties Govt. Lot NE 1/4 NW1/4 S 13T 29t� R 19E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSIW 110-722_1
744 Ryan Dr 1 na 30 (.831
City State Zip Code Phone Number aity ❑Village Erown Nearest Road
Hudson WI 54015 ( 71)-377-1555 Hudson Me Cutcheon Rd
EDNew Construction User Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe: na
Parent material Chetek Flood Plain elevation if applicable na ft.
General comments Conventional design, system elevation 95.44R. Trenches spaced and depth to code 4.16ft below grade.
and recommendations:
+ ,Jr U wrd� Sri-.tivE t ari �j
Boring # u Boring 36
Pit Ground surface elev. 99.60 ft. Depth to limiting factor in.
Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
onsistence
Boundary
Roots
GPD/ft Y
ff#1 '
tf#2
1
0-10
10yr3/2
none
sl
2msbk
mfr
es
I
.6
1.0
2
10-36
10yr4/4
none
sl
2msbk
mfr
gw
le
.6
1.0
3
36-110
7.5yr4/6
none
Ins
osg
ml
na
na
.7
1.6
2 Boring # LiBoring99.60 34 ` IC,
a Q Pit Ground surface elev. ft. Depth to limiting factor in.
Cnil Gnnlirafinn Rata
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
onsistence
undary
Roots
GPD/ft s
ff#1 '
ff#2
1
0-16
10yr3/2
none
sl
2msbk
mfr
cs
2c
.6
1.0
2
16-34
10yr4/4
none
sl
2msbk
mfr
es
na
.6
1.0
3
34-110
7.5yr4/6
none
Ins
osg
m]
na
na
.7
1.6
. tnlueni 8i = tluU > JU � LLU mg/L ana 1 JJ >JV � I OV mg/L _ tnluefn ffL - Dv V 5 . a i lug nnu , oa � . I i IVI�
CST Name (Please Print) ignat �•�'^ CST Number
7D David I Steel 248956
Address Date Evaluation Conducted Telephone Number
1699 150th St New Richmond, WI 54017 2-29-2020 715-760-0347
David 7 Steel
Property Owner Parcel ID #
P Boring # 11 Boring 95.50
pit Ground surface elev. ft.
na
39 ,
Depth to limiting factor in.
2 4
Page of
QM Annlirofinn Rafo
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
onsistence
Boundary
Roots
GPDIft
ff#1'
ff#2
1
0-10
10yr3/2
none
sl
2msbk
mfr
cs
lc
.6
1.0
2
10-39
10yr4/4
none
sl
om
mvfr
gw
if
.2
.6
3
39-110
7.5yr4/4
none
ms
osg
ml
na
na
.7
1.6
F Boring #H
Boring
pit Ground surface elev. ft. Depth to limiting factor in.
Cnil Annliratinn Rata
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
onsistence
oundary
Roots
'
GPD/ft I
ff#1
ff#2
Boring
❑ Boring # Ground surface elev. ft. Depth to limiting factor n.
Pit -nil Annlirafinn Ratc
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
onsistence
ndary
Roots
GPDIft
ff#1 '
ff#2
' Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD s < 30 mg/L and TSS < 30 mg/L
The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay.
SffiY8330Tw (RI 1/1I)
STEEL'S SOIL SERVICE
3 of 3
David J. Steel Hartman Development Properties 744 Ryan Dr
CST-POWTSM NE1/4,NW1/4,S 13,T29N,R19W Hudson, WI 54015
Lic. #248956 Town of Hudson, St. Croix Co. 715-377-1555
715-760-0347 Lot
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
N145000, 3S1/ Legend N
3m WOIW37.�,1�1 1"=40'
131♦ = Benchmark Ele. 100.00 ft
�16m W4.0c o . 3q1 r Top of 1/2" PVC pe
3 Z k,) 0 ci A°3 7. 5-7 3 ` • = Alt Benchm El 100.90 ft
Top of 1/2 " VC Pipe
�3 P95°oo, 390` =Bori
w 037 6P 0� Boring Elevaf s
1 = 99.60
B2 = 99 0 ft
B3 = 5.50 ft
B4 = 0.00 ft �Z
k G-
,;2- z 9 -
IR�I
NORTH 114 CORNER
SECTION
13(ESTABUSHED ] \\A�\'� `r,-, I-4I {' /�QON / �11,I r/ 5\�` N
FROM WITNESS��\�w.-�}•'�=1 T T+lr /(��.r�- \ SECTION 3NE R O
MONUMENTS) /959\ �+ `\i `\`*\ ' — ^ , r 5 D'43'23"W �1'(-� ( �/ II `I \• (ALUMINUM
X— � vs mil 1214 88 \� I I pr, I-.
213.08' "� / � f / / Lam' 0 MONUMENT) W
12-25% SLOPES I �• — — �'T' ` / 90.8 _
P cam^ F71i\�
y
25%+SLOPES APPROXIMATE
WATERS EDGE AT
®
SOIL BORINGS TIME OF SURVEY
� 1 � � I ti � BUILDING SETBACK PER ST. 75'SETBACK FRO �` '�- ( 1 �� �/ / Q( / i
.. OHWM �3 (�L \ // /%�<` 1 78$'
tl 3r / ` 1
CROIX COUNTY- 'I � � i r / 49Q S � +, T 7 e,� � � ✓ ((� � i
50' FRONT (ROADWAY) t '� r
25' REAR � j �' i \� / / C ,ii� • " LEGEND
10' SIDE MIN, 25 TOTAL I ` ,� /,y y \ (l ` 80, FOUND SECTION CORNER
/ �
MONUMENTAS NOTED
2' Z �• I ,1 % ®`` y / l�J �l // / \ N • FOUND 3/4' IRON REBAR
d .S HA 1 171dh�i+1r`I I �• �o�"\ �f/// y j // / j • FOUND I" IRON PIPE
C Wz
LA
ti W j m Ijl Iq(j(� r- �� O/ JD �QSET 1"OUTSIDE
(� W u /_ J I ,`jy \ ` �i S',p/ Q DIAMETER BY 18" LONG p�
C m O.' c Ny 7 li• \J��1 �� �� �/ ^'-i (/ PRar)r �J IRON PIPE, WEIGHING 1.13N
Z C %. / M y I j )y i I �a // f/�J// ��4 �QjlfQQ,��� LBS. PER LINEAR FOOT o
W W yDTE: Anyland LOT
2 /E / j `S`� .......;`N PROPOSED DRIVEWAY
`rn Z r. below the ordinary I I 1 1 1 L J` j// ya i
W O m I / high watermark r 11))) ( t 1 . / r4'j ) gp * , iY R '� z LOCATION V
O in W 1 / 0 9 RDINARY HIGH q, ( ±i DODGE ■ O W
t7 (HWM) of a lake or / 'l, 1 WATER MARK AS / /� C
navlgob a stream Is 1 ESTABLISHED 1999 (I \ ( �y 84� w , O
••/ Z }} a I sable [o the public I �J =AND ACCEPTED IN '•VRIAu• O LL 3 H a
v: F N t tru in navigable �= 2010 AND 2020. "'•••... 000 O _
1 1) y PREPARED FOR: Cq ••''`p4'q�
= Z W "a tars that is S ��. ,tom a n < W
F O O N \e toblished under -/� "� ` ° / HIDDEN WATERS $(J yFZ z C1
W p u N �icle Ix section 1, T I f � ii r OF ST CROIX /nurxmNat�"c z m z O
V X j r1Oa c the state m (Ji• 744 RYAN DRIVE LL = 00 O
LLti = a O1 on Itution. , AA Tom^ - SUITE 102 02/28/20 WI- u
pi�'.'�> �^ HUDSON WI 54016 o
F" z
t..\ 958 F ¢ w m >
WiE z 1 `. /� / LOT 1 AREAS LOT 2 AREAS = ="g °
0 cc4 1 •� j SURVEYOR: CiE 25
V O O vOi \ `.-' y�0 8o1s23• b ✓ �� TY R. DODGE TOTAL AREA: TOTAL AREA: aw O LE
4.084ACRE5177,900SQ. FT.t 3.333 ACRE5/145,2005Q. FT.f ZMu NORTH
O O ls, j AUTH CONSULTING /
Q S W The OHWM shown was t !y r°• ASSOCIATES AREA EXC R/W: AREA EXC. R/W: SCALE:1"=1$D'
�
L W determined by St. Croix ? / 2920 ENLOE ST. STE. 101 3.52SACRES/153,SOO SQ. FT.t 1.932ACRES/117,700SQ. FLt r—Q
F
Z Z z County zoning In 1999 and / HUDSON, WI 54016 LB.O: 908.0 L.S.O: 908.0 75 0 ISO
W 3 V accepted in 2010 and 2020. W />
a� O O Elevation of OHWM is 887.9.1 WW ETIAND�g / / CURVE DATA TABLE Each Parcel shown on this map is subject
Ci N This map contains areas that are subject to .,_ j✓�/ / NUMBER RADIUS CENTRAL CHORD CHORD ARC TANGENT TANGENT to State, County and Township laws, rules
O F, the Shoreland Overlay Zoning Dlsfirl l% LENGTH ANGLE BEARING LENGTH LENGTH IN and regulations (i.e., we8ands, minimum
OUi lot size, access to
.ti O additional restrictions apply. Contact the / j / parcel, etc.) Before
Community Development Department for /�� ' CI 560.00' 4041'09" 560°15'08.5"W 389.35' 397.66' S80'35'43"W 539°54'34"W purchasing or developing any parcel
further Information./y C2 593.00' 39.44'35" S59'46'S1.5"W 403.14' 411.33' S79°39'09"W 539°54'34"W contact the St. Croix County Zoning Office
and the Town of Hammond for advice.