HomeMy WebLinkAbout018-2013-17-000
t G
Wisconsin Department of Commerce L EVALUATION REPORT Page / of
Division of Safety and Buildings
in accordance with Comm 85, de minty f!r
Attach complete site plan on paper not less than 8 /2 x 1 ~Q FPmust l
include, but not limited to: vertical and horizontal re rence fret , die ion and Parcel I.D. r} / t( C J
to nearest d. J
percent slope, scale or dimensions, north arrow, an location and distance
~0Q5
Please print all informatioAl I G Revie by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) ( /2)/,3)05
Property Ownerperty Lo lion
~ONIN ' -1; 1! ~
X11 S T ~f N R E
Govt Lot 4)?
Property Owners Mailing Address Lot # Block # Subd. Name or CSM#
State Zi Code P e Number ❑ C. ❑ Village own Nearest Road
GPD
New Construction Use Residential / Number of bedrooms Code derived design flow rate
1.01
❑ Replacement ❑ Public or commerce I -Describe:
Flood Plain elevation if applicable Lt - ft.
Parent materiak-~
7~~'~' a ~ r✓'a~'~ ~ ' t~
General comments ~~ww J yy f y4
and recprr►rr1@rl/dat10n5: te-
F1 Boring
® ng # Pit Ground surface elev. / Lft• Depth to limiting factor c~ y -in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
L i3-3 r;
3? 54
®Boring O Ground surface elevp~ft. Depth to limiting factor in. Soil lication Rate ring
Pit
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
Gr. Sz. Sh. 'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color
l
3 ill s m 1 F 5 / Q
LIq
' Effluent #1 = BOD > 30:< 220 mg1L and TSS >30:5 150 mg1L ' Effluent #2 = BOD < 30 nxA and TSS < 30 mg1L
CST Nerve (Please Print) Signa CST Number
f' 900
Bird Plumbing, Inc. Shaun Bird 226
Address Telephone Number
Date Evaluation Conducted
715-246-4516
1008 192nd Ave, New Richmond, WI 54017 S ....//~,q 0 '
Property Owner Parcel ID # Page of
Boring # ❑ Boring ~ J
it Ground surface elev. / ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Q-IL r3 t d r
I Y, -3~ L+/
e-41LI F 5 L L1 'S F-1 Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil -Application Rate
Horizon Depth Dominant Color Redox Description Texture St ucture Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Boring # ❑ Boring
F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Cola' Redox Description. Texture structure consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
• Effluent #1 = BOD; > 30 < 220 mg/L and TSS >30 < 150 mglL • Effluent #2 = BODS < 30 mg/L and TSS < 30 mglL
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.
SOD-8330 (8.6000)
Soil Test Plot Plan
Project Name Cornerstone Properties LLC shau rd
Address 1025 170th Ave
Hammond Wi 54015 CS .#2.26900
Lot 17 Subdivision Corner Stone Ridge Date /11 /05
S 1/2 SE 1/4S 8 T 29 N/R17 W Township Hammond
Boring O Well PL Property Line County ST. CROIX
, BM or VRP Assume Elevation 100 ft. Top of Fence Post
System Elevation 98.5 * H R pSame as Benchmark
Alternate Benchmark is Top of Survey Iron @ 95.8'
Scale is 1" = 40'
207' Property Line unless otherwise
noted
170th St.
99.5'
50 B-3
5'
B-1
97.5'
30' B-2
5% Slope
B.M.
Property Line 439' Property Line
® PROPOSED DRIVEWAY NOTES: DRAINAGE EASEMENT
® PROPOSED JOINT DRIVEWAY ALL BUlDMGS W BE CONSTRUCTED IN PRCQ% TY OF NOTE*
HM MATER ELEVATION SHALL HANE A WNW NO Comm OR gEaAOR SHALL OO.A3)YAMA NNW
BISDR7G OPVW41 NOTTERM41" 10N 1Nq ( FEET 10" IHTM FERE TIM OR 04ANGE THE OPERATION
NWE HIGH WATER ELEVATION ABOVE ME Hpl OF 1iK APPROM COIMRE11SmYE MATER ORAWM
le0 LOWEST BUILDING OPENING REMETRAC. 2ES5' FRONT . SY (uaESS OIIERFAY ND7FD) AM HCUAES SOL EROSION PLAN FOR LUFYMU W THIS PIAX "VAI IM
UPON.
R
2W KARIM ( ) ORAINACE NpTCHES. ATEx RAM
COUNTY SECTION MONUMENT SIDE
(FOUND AS NOTED) CLUmm BERMS, OR GRASS sEEEOaas
SET 1 1/4• BY 1W IRON GENERAL NOTICE
PIN WT. 4.172 LBS./IFr. STATEMENT:
1- SET 3/4' BY 18" IRON PIN EACH PARCEL MM ON 11BS MAP (PLAT) IS
WEIGHING 1.50 POUNDS 30EOT W STAN' COUNTY, AND 10*04P LAW4
NAM AND REOLLAWO (EE WERANO . WOW
PER LINEAR FOOT AT ALL t0r =A 0
OTHER LOT CORNERS CE55 W pARCE7MElA) BEFORE
CONffAff 1K DA
AM THE APPROPRIATE TOWN BOARD FOR ATPAOE
UTILITY EASEMENTS:
NO POLE OR BUIED CARES ARE W BE RAM
SUCH THAT 111E BUSTAUATION MOULD =RAP ANY
SURWY SLID; CA OBSTRUCT NEON AUOIA ANY
LOT LW OR STREET UW- 1TE OMRBANCE OF A
N $431'05 E 465.51' - - - - - - - SIRULY STAKE BY ANYONE K A VAU111ON OF
- ..5--16= HA 236-" VASOONSIN AS IE SU F FOOAH RMAPE FOUIUTY
R IM
USE OF MIBUC BODES ALA 7AUG WOW U7lim NANND A RIpR W RECEIVED
8L 90 s F' 2 3 2005
2.01 Ac. h9k~ m
HWE-1030.60 6 0 _
030.7032.60 9~y'l. N y
ST. CROIX COUNTY
a" o ZONING OFFICE
LOT 8 1
102663 S.F. o
2.36 Ac. u
90 66'
1 E ,µo.05'
N 5728'56'
i E 1/4 COR SEC
LOT 9 8 T29N R17W
75629 S.F. v FOUND P.K. NAIL I
1 .74 Ac. v
O UNPLATTED LANDS I 1
I s~
N aT• q''SwS
' 4r3s• w 4a3.74 • N 89'20'10" E 610.00' r
LOT 10 577.00' I I
86121 S.F. too' I w
1.98 Ac. W LOT 18 I of $
116164 S.F. I I
N 76. 2.67 Ac. I ?i 33 33'I
'49-
D
W 51.3 o I i G I m
LOT 11 z N 89'34'21' E 585.59' o T4
80567 S.F.
1.84 93.46' % 492.13' aw• -
Ac. IZ
ryy O ( air' 00 ..at 10 h
.~6 a LOT 17
h o 93446 S.F. ro ni Ln
In
283. N 8935'14' E 230.17' f 3 2.14 Ac. ml 7^ jO Im Iv
g Le.a-7a7.o o, -4ao
8 LOT 15 `
88639 S.F. L ( I , .4 11 Z,
IN
z LOT 14 = 2.03 Ac. L I I ^ -4
70135 S.F. w° HWE.1035.27 A N 89.41'34' E 439.12' I OIZ
w p L8.0.-1037.27 °.I j
I0 1.61 Ac. OI N t0G' W
LOT 16 i =
f p LB.O.1a7.o 90914 S.F. I NI
,~H7 z ~I
m w w AY WE 2.09 Ac. j
i
- - 'D ,°7a- - `AL&W -ar it '~-'L/ N - - - _ 10I I1~
tet RAl1At Ml41AR --1388.841- 01 I
Z ~ it a
41 6 K ZI 100 c CB
----2.3 2- ' ' - 245.82' f ® - 429. - - 84' - 33 33'L
- - - -
w
S 89'04'17' W 1796.45' w
_S 89-04'17• W 1830.54' 100TH AVENUE
UNEOFSE0B T.29N,R.17W -T-------~_-------~ ' SECOR
_LOT 29 I _LOT 1 I LOT 2 I I I SEC 8
98
.LN AGRICULTURE-RESIDENRAL I CERTIFIED SURVEY MAP - I CERTIFIED SURVEY MAP R17W
SHEET , OF 2