HomeMy WebLinkAbout018-2013-16-000 (2)
U l
N COIL EVALUATION REPORT Page-~--of
Wisconsin Department of Commerce Divil;ion of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County
ei a
Attach complete site plan on paper not less than 8 1/2 x
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include, but not limited to: vertical and horizontal referen point Parcel I.D.
percent slope, scale or dimensions, north arrow, and loca on an istance to nearest road. Revie by Date
Please print all inform n. AU(l^& 16 2005
Personal information you provide may be used for secondary Purposes (Privacy ►.aw. s• 15.04 (1) (m)).
Cat10
PropeKyOwner l , ST FICE 1/ _„?t1/4 T N R E ( r)
Property Owners Mailing Address Lo # Block # Subd. Name or CSM#
f L1SL
city lumber C ❑ Village own Nearest Road
State Zip Code P e ❑ ' ~
X GPD
New Construction Use Residential / Number of bedrooms Code derived design flow rate _
❑ Replacement ❑ Public or com ra Descr bTe_ - - ft.
~^fr u e Flood Plain elevation if applicable
12- -
Parent materia
General comments
and Crecommendations: Boring Boring 974
m Soil ication Re
# Ground surface elev. ft. Depth to limiting factor •
ID f-' 'Pit R~~ GPD/ffl?
Horizon Depth Dominant Color Redox Description Texture Structure Consistence ry 'Eff#1 'Eff#2
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh.
2.
-434~ /10
Boring # ring
OZ/ Z _ ft. Depth to limiting factor in. Soil lication Rate
®
Horizon Depth pompitinant Colo Ground surface elev. Description Texture Structure Consistence Boundary Roots GPDD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Z a 3~zr -S 1 a -C -S -2222- 1~ 16
L,) '
01 41 LAD
2 )Z-36 S
Fs C, ) S
I , 5
V
' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
• Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:S 150
CST Number
CST Norte (Please Print) S' re 2T Numb
Bird Plumbing, Inc. Shaun Bird 22 Number
Date Evaluation Conducted Telep
Address 715-246-4516
1008 192nd Ave, New Richmond, WI 54017 6
i
Parcel ID # Page of
Property Owner E] ,
Boring
12j Boring # Ort Ground surface elev. ft. Depth to limiting factor __j OSin. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff
`Etf#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
0-i3 r31z SI rn~ CS /,d
LA.D /_0
,
13° 'tA /0 r S,4 1
36 4/A rn 79'~2
-70 I D f y m >c~
Boring M ❑ Boring
# Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
❑
Texture Structure Consistence Boundary Roots GPD/fE
Horizon Depth Dominant Color Redox Description 'Eff#1 •Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
a Boring # Boring Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
❑ Pit .
Consistence . Boundary Roots GPD/ff'
Horizon Depth Dominant Color Description. Texture Strums •Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BOD; > 30 1220 mg1L and TSS >30 1150 mgfl- • Effluent #2 = BOD, 30 nK A. and TSS 30 mg'L
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-2648777.
SB68330 (lLfiW)
' Soil Test Plot Pla
Project Name Cornerstone Properties LLC Sh rd
Address 1025 170th Ave
Hammond Wi 54015 TM #226900
Lot 16 Subdivision Corner Stone Ridge pa i8/11/05
S 1/2 SE 1/4S 8 T 29 N/R17 W Township Hammond
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Fence Post
System Elevation 93.4 *HRpSameasBenchmark
'
Alternate Benchmark is Top of Survey Iron @ 95.7
~k
B.M. 50' 170th St.
30' 201'
0'
B-2
Scale is 1" = 40'
unless otherwise
noted
100'
10% Slope
60' B-1
B-3
94'
100th Ave
92'
439' Property Line
® PROPOSED DRIVEWAY NOTES: DRAINAGE EASEMENT
® PROPOSED JOINT DRIVEWAY ALL BLALOINOS 10 BE CONSIRUCTOF N PROX"TY OF NOTE"
HIGH WATER EEVATGH SHAD HAVE A LOTEST DEI MIYh-RIp wEGH
DLRLDNO OPE7IN0 NOT LESS THAN RFO FEET NO oWOULDgtFtt ER Olt OR RE REIWENT SORHALE D0 CHANCE THE OP *ic
HWE NIGH walER ElF/anON ADOVE TIE HM WATER nEVATIdI slate OF THE APPRovm COMPRONN9m WATE11 tmAMANE
190 LOWEST BUILDING OPENING REDAR SMACM 2 FRONT - 60' (1LLE85 01lERYASE NOTED) AND SOL EROSION PLAN FOR THIS PLAT: IM
- INODDES WT a NOT LIMITED
l0 DULDNO IFON.
AIE)1T REM - 2S OU5NNCINP ALIEROAL, FLLI Ni, F3xAVAINO, aR
WE 2W DRS wAa aF & WATER auLLWArs WAIEER
J+ COUNTY SECTION MONUMENT
Y (FOUND AS NOTED) CmvmTA % a aUSS ANDS:
SET 1 1/4• BY IW IRON GENERAL NOTICE
PIN WT. 4.172 LBS./FT. STATEMENT:
-r SET 3/4* BY 18" IRON PIN VAEACH JECT Tip ST SHOM ON 'THM NO T F~OWA» " LAWS,
WEIGHING ING R .5 F POUNDS RUES AND REOLLA7gNS (LE, WETLANDS, MINIMUM
PER LINEAR 00T AT ALL EDT SUE ACCESS TO PARCEL Eta) BEFORE
OTHER LOT CORNERS ~ ~ St DIDAMPING ANY PARCEL OF WA CRW CUM ZONMO OFFICE
AND TIE APPNOPMAIC TOWN DOM FOR AOWCE
UTILITY EASEMENTS:
NO POLE OR &MM CABLES ARE 10 LIE KAM
S M THAT THE INSTAL ATGH WOULD Wnn ANY
SAWY STATE. OR OBSTRUCT W9W MAN ANY
LOT UNE OR STREET UNE. TIE 06'RIRBANCE OF A
N 8,431'05' E 465.51' - - - - - - - SLFNEY STANE By ANYONE IS A YIOLAINLL OF
EASEMENTS AS HUM WE FORM ARE FOR lHE
E 115E OF PKMMW ROOM AND 11A
4 M7ME5 HAN116 A RgtT TO SLAVE THE RECEIVED
87590 S.F. g
HIT 7 AUG 2 3 2005
2.01 AC. bgk9
HWE-1030.60 4 p
1B0-103260 9~yry K y
ST. CROIX COUNTY
" o ZONING OFFICE
LOT 8 1
102663 S.F. o
2.36 Ac. ~L
rn
Co
66*
05'
",16" E 1
N 82-28
/ LOT 9 E 1 NOR SEC
(.1 8 T2 T29N R77W
75629 S.F. v FOUND P.K. NAIL I
v ~p
1.74 Ac. O^ UNPLATTED LANDS I ° 70s
N 81'47'3y l CIF
W 483,74• N 89'20'10' E 610.00' I
LOT 10 m s77.oo' 1 l
86121 S.F. OR l 700 I w
1.98 Ac. W' $
LOT 18 of
116164 S.F. II
N 2.67 Ac I 1 33 33'
m
N 49-
* 513.60, ° I ply
LOT 11 =
80567 S.F. N 89'3421" E 585.59' -a
1.84 Ac. 93.46' 492.13' L!I
4 ?
w z
0h y u; l ar o
%
1M~~gti
o LOT 17 c rgto'~
~Zgzgs 0 93446 S.F. /al a co
1
N 8935'14' E 230.17 N LB O.14 OAc. a 1 rn io I
'o TAT 15 rn~ I v DO IS
tP D`c`P¢ l °o
88639 S.F. ~ ¢ ~ 1 ~ .aI• Ivz
S 7. LOT 14 0 /x.,s4i I 1 ^L *41 Z Itn
$ 70135 S.F. 2.03 Ac.
p - O -
~ w xwE 1o3sz7 p N 89'41'34" E 439.12j,3 I CA
n 1.61 Ac. $AAOt Le-o.-1037.27 g T too' 91
TAT 16 =l'4
a r - p LD.O.=1041.0 90914 ST, ! NI Im ::E
Z
W (A owrF.ver f" - .r E' 2.09 AC._ _ $I
is 3s °1 1111)
iA :-4
PM W P03AINT oo & >i - `q= o I Ill
nz a>Q A c Sl Hv 4 1 -
2XW
230.72' Y ~ 245.82' f ---429.84'--------.~ 33 3V
S 89'04'tY W 1796.45' u
_S 89V4.17" W 1830.54' - 100TH AVENUE
SECOR
UNEOFSEC.8 T.29N,R.17W T - - - -
l -LOT 29 l LOT 1 l LOT 2 l I i TSEC 8
29N
.UN AGRICULTURE-RESIDENTIAL l CERTIFIED SURVEY MAP - l CERTIFIED SURVEY MAP - l l R17W
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