HomeMy WebLinkAbout018-1008-60-000 (6)RECEIVED
NOV 5 �j
Ws.cnsinDepartmentofComme i SOIL i.L TICJ REPORT Page vt
Division of Safety and Buildings r.
in An6�wtihComm 1 5.-Wis, Adrrrm`
County L U
Attach complete site plan on pap i mat C33 tha7Yt1 2-X-11iiTcl%s n size. Plan°must,
include, but not limited to: verticai and horizontal reference point (BM), direction and ^+. PSI I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Re ed by Date
Personal information you provide maybe used for secondary purposes (Privacy Law, s 15.04 (1) (mi)
Property Owner Property Location 1
cv,n. Lot F1 i 104 114 S T Z N R I E( W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
City State Zip Code Phone Number ® city d Ullage " Tcy�vn Nearest Ro W7
C S".t,F
ew construction Us esidential I Number of bedrooms �-- Code derived design flaw rate `'� JZ� GPD
❑ Replacement 'j+� [I Public or commercial - Describe:
Parent material �LS .� r Flood Plain elevation if applicable _�_ � / ft.
General comments _ { f ] I� 0 5 c «w
and recommendations: i `Z- ✓ C L,� / !J "t ' �� � ^-
Boting O Boring 11 #— ML�'- Pit Ground surface elev. � ft. Depth to limiting factor �
&- in. Soil Aodication Rate
Horizon
Depth ,
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr, Sz. Sh.
Consistence
Boundary
Roots
GPDM
'Eff#1
'Eff#2
�-
,y
rr
Boring # E] Boring 1-1
I l[ pit Ground surface elev. Irl oft. Depth to limiting factor in. Soil Aoolication Rate
Horizon
Depth 'Dominant
in.
Dolor
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Struchtre
Gr. Sz_ Sh.
consistence
Boundary
Roots
GPDIff
'Etf#1
'Eft#2
2V Y'�
�` `I l
t r � (
`� C.
r� _
rye
r1 <-
' `
d
C
' Effluent #1 = 800> 30 < 220 mgA- and i SS >30 c 1 rrmuenr roc = ovv =
CST Nww (Please Print) tur CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluatior Conducted TclEphore Nurnbe,
1008 192nd Ave, New Richmond, WI 54017 ��� i' y C�,] 715-246-4516
Property Owner
ParcellD #
Page of
D Boring # Li i-In9
Ground surface elev. � ' � ft. Depth to limiting factor � in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Z - 3 �� i�1�, 1
Soil Application Rate
GPD1ffl
•Eff#t 'EifK2
4
✓�
7
F]
Boring # ❑ Boring
❑ pit Ground surface elev. tt. 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.
Consistence
Boundary
Roots
GPD/fF
`Eff#1
'Eff#2
U Boring
Boring # ❑ Pit Ground surface elev. ft. Depth to limiting factor In. Sal Application Rate
Horizon
Depth
in.
Dominant Color
Munseli
Redox Description .
Qu. Sz. Cont, Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDItF
'Etf#1
`Efi#2
` Effluent #1 = BODY > 30 < 220 mglL and TS5 >30 c 150 m91L ` Effluent #2 = BOD, c 30 mg/L 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.
s®n.esw (RAW)
n
Soil Test Plot Plan
Project Name P.C. Collova Bldrs. Inc. Shaun Bird
Address P.O.Box 489
Somerset Wi 54025
CST " 221
Lot 54 Subdivision Farm View Ridge II Date 11 13/05
E 1/2 NE 1/4S 5 T 29 N/R17 W Township Hammond
Boring 0 Well PL Property Line County ST. CROIX
BM or VRp Assume Elevation 100 ft. Top of 1 /2" Pipe
System Elevation 102.3' *HRPSame as Benchmark
Alternate Benchmark Top of Lath Ca 103.0'
Pro Town Road
Scale is l" = 40'
Please note: Surveying was not
completed at the time of testing, All lot unless otherwise
lines and setbacks will need to be field noted
verified prior to installation!
569' Property Line I00' 315' Property Line
B-3 50'
B-2
70
102'
45'
B-1
200'
6% Slope
291' Property Line
Soil Test may not be suitable
for owner's desired building
location, if tested area is
disturbed or a different area is
desired, a new soil test will
need to be done!
' property line
AtI.B.M.
B.M.
-- -- - - -- - -- '/- - -'-- 1-1---- 1/1, oVulrlyVLZIl 1/4 L)I' lMt NUt(rHtAbl 1/4 ANI
THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF HAM
COUNTY, WSCONS[N.
jLNP-LATTFD -LAND$
NORTH LINE OF THE NE 1/4 OF THE NE 1/4
89*52'25" E
C'4 CN
CTH RD. HEH 1317.63'
--T--
33,00 n
N 89'52'25' E 1284.5a'
- -- - - - - - - - - -
50 . 00'
OUTLOT
- - - - - -
I N 89'52'25' E 1284.52'
- --- - - - - - - - - - - - - - - -- - -
k
0 64228 S.F- 1.*7 Ar, 50MOOL
MOM'
317.80'
343 79' 23213'
-7
LOT 52
LOT 51
LOT 50
z
131194 S.F.
3,01 Ac.
76804 S.F.90314
1.76 Ac, 0
S.F. z
n/
2.07 Ac-
LOT 49
<
c:j 151602 S.F.
3.48 Ac.
ip
Ld
0
cc LOT 53
z
uj
123290 S.F.
61,
2.83 Ac.
:11
Ld
C14
N 89*45'05' F
®r,
LOT 48 cv
z
P r-
1
163470 S.F.
<
to
�q
M6�557
3.75 Ac.
z
z
N
LOT 5
03'53'14' E q
I()
cN,
cli124602 S.F.
,
N
03-53'14- E
2.86 Ac.
7
O
N BI
W
L
314mW
LOT
0
55
Z-4
2!
2.01 Ac.
T 47 Lu
99064
Lo 11
46 Z6;
MJILOT 56
S.F.P
1
2.04 Ac.
Vz
a I �o", 87136 S.F.�lo
o
0)
116205 S.F., km�
2.00 Ac.
2.67 Ac.
N 00'30'46' E
1
r
<1
1p
OD'
(Zo) 50.-0()'-
89r97-t 213.77 89.2-9 7-4 W
lol 6-
CIL
LOT 57 -
89'29'14" W 13.7 89'29'14" w
92959 S.F.
2.13 ACL
L
N 00:30-46- E
E lgt84m
7. 00'
co
fn v
LOT 58
ni
91597 S.F.
XMI
-1 "L
Co
1� V)
2AO Ac.
LOT
c�
73
LOT] 75
40
C
131162 S.F.
3.01 Ac. ;z LOT 74 1
8752
-49
77191 S.F.
Ac.
2m01 Ac. I
LOT 59 &.9
z4s6�- w1.77
198.93, i
N 89 -3im;44-"
2 O�, 1 FV
N 89-31'44" W
m
LOT 72
341,64'
67351 S.F.
-3 00.
LOT 69
ss A
/7/3
73793 S.F.
LEGEND: VxTn SEE SHEET 2 OF 2
PROPOSED DPNEWAY LOCAMONS
BUkDNG SETBACKS
12' UTIUTY EASEMENT
DRAINAGE
EASEMENT NOTE:
NO QW%ER CP RESVENT 91#J-L DC
MyTKNG WiCH WOULD 4 'EFFERE ffl�
OR 1'11.IF 74- 011-41 I
.-
LOCATION MAP: