HomeMy WebLinkAbout018-2013-13-000 (2)
711
~IL EVALUATION REPORT Page of
WisconsinD"rtment of Commerce
Division of Safety and Buildings in accordance with Comm 85' '_P "AdrrV q my `
.r
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and rcel I.D.
percent slope, scale or dimensions, north arrow, and location and dist i to "svrosd• eview by Date
Please print all information.
Personal information you provide may be used for secondary purposes (Privacy La 3.y 5blr
ProperiyOwner n
N R E( r)
,
1/ 1/4 S T
C 'ty" 3ZJ + Govt. Lot
r Lot # Block # Subd• Marne or CSM#
property Owners Mailing Address 3 -
I C_
C Village own Nearest Road
if State 7~p Code P e Number 11 C ❑
>7 601
rate
New Construction Use Residential !Number of bedrooms Code derived design flow t GPD
❑ Replacement ❑ Public or commercial - Describe: ft
Parent materiaks7/fC~ cr ~ -f a Ir- A r- Flood Plain elevation if applicable
General comments Q ~ r,,r y
and recommendations: Q
c.~ r ( Oli/Jl'
Boring
' Solt
~ # 'Pit Ground surface elev. ft. Depth to limiting factor P In. ication Rate
Texture Structure Consistence Boundary Roots GPD/fF
iiorizort Depth Dominant Color Rector Description •Eff#1 '0142
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Z 4- 3,1 10, Afi
I~
Boring C] ring 9
ft Depth to limiting factor
2 '
pit Ground surface elev. ____L in. Soil Application Rate
®
Roots GPDIfF
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary •Et~#1 •Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Y3 C C,
Z l'f-3 m LO F
i e, " S t rn
17 6,
.t
~OZ #2 = mglL
• Effluent #1 = BOD > 30:E 220 mglt. and >30:5 150 •Effluent -`0r%,!30 mg LandTSS<30
- CST Number
CST Nam (Please Print) Si re 2T
Bird Plumbing, Inc. Shaun Bird 22 Number
Date Evaluation Conducted Telep
Address 715-246-4516
1008 192nd Ave, New Richmond, WI 54017 `//,7 0 Y'-
i
/ Page of
Property Owner _ Parcel ID #
IN ❑ Boring
Boring # ;KRit Ground surface elev. Yol It. Depth to limiting factor - L = in. Soil "lion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
•Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Ir G 5
0, S 1
fl
to
C, L')
-1 D
Y$ - 41
❑
❑ Boring # Boring g• Depth to limiting factor in Soil ication Rate
❑ pit Ground surface elev.
lion Texture Stricture Consistence Boundary Roots GPD/ff
Horizon Depth Dominant Color Redox Descrip 'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
E ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Sal ication Rate
Roots GPD/ft°
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary 'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
' Effluent #1 = BODS > 30 1220 mg/L and TSS >30 150 m9/L ' Effluent #2 = SODS 130 mg/L and TSS 130 mglL. ssistanc The Department of Commerce is an equal opportunity vice
provider employer.
608-266you need TTY 608 to access services or
need material in an alternate format, please contact department
SDIM330 (IL6W)
Soil Test Plot Plan
Project Name Cornerstone Properties LLC Shaun
Address 1025 170th Ave
Hammond Wi 54015 CS 4226900
Lot 13 Subdivision Corner Stone Ridge Date 1105
S 1/2 SE 1/4S 8 T 29 N/R17 W Township Hammond
-1 Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Fence Post
System Elevation 87.8/88.0/88.2 *HRpSameas Benchmark
Alternate Benchmark is Top of Survey iron @ 95.7'
B.M. 200' Property Line 60'
Scale is 1" = 40' 20' B-1
unless otherwise
noted
100'
2% Slope
-3
70'
B-2
93'
' P perty Line
92'
100th Ave
a
w
LEGEND
COUNTY PLAT OR p PROPOSED D
O R N E R S T O N E RIDGE 12' UTILITY EASEMENT ® PROPOSED J
DRAINAGE EASEMENT LINE HWE HIGH WATER
LOCATED IN PART OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 LBO LOWEST BUII
AND IN PART OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 66' JOINT DRIVEWAY EASEMENT
SECTION 8, TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF COUNTY SE,
HAMMOND, ST. CROIX COUNTY, WISCONSIN. - - - - - SETBACK LINE (FOUND AS
SET 1 1/4'
PIN WT. 4.1
-I- SET 3/4' E
WEIGHING 1.
PER LINEAR
OTHER LOT
Lf
Lzi
lip N
XE N 84'31'05• E 46`-
z;rc ~pS rt
~~c8i CVQ~~O/~ ~ 5p4:15
LOT 7
SCAM'
0 50 100 Z00 N 6$ / _h 87590 S.F. u
2.01 Ac. 9k:
LOT 6 m HWE-,03060 F
78285 S.F. _ Leo=1o326o yry
1.80 Ac. g k9°A
H--1029.1 0 ? 1J
Leo-1031.1
IDCATION MAP 102
\ 2.
(NOT TO SCALE) LOT 5 3gOes -
SECTION 8, T29Na R17W, 73793 S.F.
1.69 Ac. /
.M~• HWE-1028.00 I
ao Leo=, 030.00 O 1 H 82.28'56- E 44
M
"7?3g 50. LOT 9
JJy Vie/ W Sos_y?, 75629 SA
LOT 4 10 1.74 Ac.
2 '01° 112545 S.F.
I
2.58 Ac. I N 81
f00M Am= ,I
HWE-1026.50 / A / I 4T3g- N' 483.7
PLAT LOCATION q mru¢ Leo-,oxa.so / I q1 1
!A>iJp 1 " 663e,e. / C i i b.V BLOT 510
21 -F.
!nos LOT 3 1*1 06 1.98 Ac.
84368 S.F. 15v /
1.94 Ac. z
HME-1025.00 43'
0 / / 6• 4g. W
ss'~9 Leo-,on.oo /ke ,56 / LOT 11 Sid•6p.
80567 S.F.
1.84 Ac.
(/11 80273 S.F. 6j393S.
I
JI 1.84 Ac. / / k W 2gZ gs.
HME-1024.50 /
~I N LBO-1026.50 / LOT 12 N 89'35'14' E 2:
I / 70672 S.F. ~o
I w
• / o~ / 1.62 Ac. $ z LOT 14
dl N 87'06'45' W 348.52'
*M $ 70135 S.F
E., i.1 \Y~. j,OT 1 ' /I I N 89'04'20- E 471.73' 1.61 Ac.
80481 S.F.
Z
10 1.85 Ac. so'1 {so' LOT 13 2- {
HWE-1024.00 wl ( IzM ar 96291 S.F. it
m u .c:1'.-
a Lao-1o26.00~~01 • _ _ 9,21 A,-.. - - - - o usuwr _
% o~ r
W "o1 141N 'L HWE=1026.25 41
MMIA¢ G90f1 M O9f]S~W 1SQW 1 33' 33' I`O o L.a.o.-1o2e.25 uc ualiwr 61 °D- --1388.84'-
- I A J M tl6f1T [ TSIC
- - 341.61' 2? S 66!00' - - - 482.46' 11 - -!600' - - - - -230_72' _
- - - - S 890417 W 1796.45'
33.04' w
S 89-04'17• W 1830.54'
T ~If/1,1~ 7 SOUTH LINE OF SECT T.29N, R.17W
I LOT 31 I -LOT 30 I LOT 29
-LOT 9_ IhII~I FINAL PLATgF PRAIRIE RUN TGRICULTURE-RESIE
FINAL PLAT OF PRAIRIE RUN Il~li~l