HomeMy WebLinkAbout032-2112-10-080 RGCGMED\ P A I I) CSr-a Ga 1 - /87
Wiz.Dept of Safety and Professio al Servim 21 20 OIL VALUATION REIRxr , Page / of 3
Division of Safety and Buildings J lJ�� '►1—
in accordance with SPS ,Ws. Adm. Code /
St CroIx Co.inL; County ST C/'O/X 0)2-111z-lo-I1dho
o
Attach complete site plan on pa•=r ,, naly✓tt/21t"h• • n size.Plan must
include,but not limited to:vertica -K • • • . - -rence point(BM),direction and Pend I.D. (� 0
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. — z'
. Please print all information. Reved by Date Personal Information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 4 I I 7/1 ,3/?il1
Property Owner Property Location
//!Q/ k [q9e� /Qel/(J GovtLot /VW 1/4fk' 1/4 S 1/ T30 N R p7Q f!
/(or)0
Property Owner's Mailing Address L t# Block# Subd.Name or CSM# —
/6.26 70 St �C 8 Pine metooc3J 31.7o Z6
City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road
'Veto R,rc4r+.10 15'O/7 I ( ) .SCM et.sc f 1 76 1-h 5
® New Construction Use:Et Residential I Number of bedrooms 47 Code derived design flow rate 600 GPD
❑Replacement 0 Public or commercial-Describe:
Parent material 0 W ti4z- r4 P/e''QJ Flood Plain elevation if applicable NA< Z oAJ t- X. R
General comments ',system el, 9y t0
and recommendations:
PluIn-c; tld tcc s f 5+^Af
I 0 Boring f
Boring#
® pit Ground surface elev. 9 7, 7 ft Depth to imiting factor //0 in. r
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM '
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. •!ff#1 •Eff#2
I 0-s• /01jf 4 NA Sz /mfc L 9w /01 O. y 0. 7
• 2 S /3 7.s'YR * /Y'{ L /my/ dL cw /07 0.y o.6
3 1• -I/O ZS ,P' WA ,yi s 059 /r/L. — IE 0. 1 /r6
31 - 7o21e
Boring# BOA Q�Q iO 9
® pit Ground surface elev. I I ft. Depth to limiting factor in. rail Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM 2
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff#1 •Eff#2
I 0-6 /OYR 34 /VA S L /n79,- CP L re,, I07 0, y 0. 7
2 6- 12 7s.rR v4 PA L. V inf,- d- eW 1I)? 0. 6 0• '
3 12-3d 7.7YR % /j/,g' SL 2m$I* dt c!r /p o. 6 i . e
'-f 3o-/oq /O 'f i . �4 ins osy /17I- — /a 0. 7 /, 6
EMuent#1 =BOD ,>30<220 mglL and TSS>30 <150 mg/L •Effluent#2=BOD ,<30 mg/L and TSS <30 mg/L
CST Name(Please Pt) Sign �u CST N snber
8rr4-r lame/1 .23/3/V
Address Date Evaluation Conducted Telephone Number
.57d - /7? ave SOMt'r. cr GvI . 6- /51- 2 / 7/s- 76a- 0Yes'
Properly Owner Ma/I rf�'latjt Parcel ID# 032- Zi12-/aoIo Page Z of 3
0 Boring
3 Boring# ® pit Ground surface elev. 90• ft. Depth to limiting factor i°9 in.
Soil Application Rate
Horton Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •tff#2
J 0— 9 /Oa7/z NA SL /my, IL 964, /m 0. '/ 0- 7
Z 9-.21 7,.srR % 414 L 24y, I e, ccw /m O, 6 0,8
3 21-lam ?SrI s - frA Ms Osy m £ — /v(' O. 7 /,
Boring# 0 Boring
❑ Pit Ground surface elev. R Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2
Boring# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
I Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu.Sz. Cont.Color _Gr.Sz.Sh. •Eff#1 'Eff#2
•Effluent#1 =BOD ,>30<220 mg/L and TSS>30 <150 mg/L •Effluent#2=BOD ,<30 ng/L and TSS <30 ng/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.
S804330(811/11)
OWNER Page 3 of 3
Name Mock Aye//alcl Brian Parnell
Address 664 6 7O'4 ,54, CST 231314
/Yrit." cll,onD WI , oil Date 6-/Y- z r
A Benchmark 1 7/P 3./Y 'f vc p;fe /X. e a _ /�
A Benchmark 2 T P tOao)'i Foe. lost IZ /41 9
❑ Soil Boring
J Suitable Area
1" = 40' Scale
I 1Pafrel TQ• O32-2/1:.-i0-420
flG,0'` 131n I1r2, Sd, Pt:opak� ‘I4 / I
I - -
.V 60/ - , 71 . ,-440 k li
i ,„._, .... ,., P 1
c.c, i ,
., , - I ! 5 • I
,. \,,,,„*.4 - - : t
I I -
3%s/4
. 1
i
•
L_D i- to..,___frr __ . i ' I
Lot Cer4er
is -
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NW1/4 OF THE SW1/4 OF SECTION 11,
T3ON, R19W,TOWN OF SOMERSET,ST. CROIX COUNTY,WISCONSIN,
BEING LOT 7 OF CERTIFIED SURVEY MAP VOLUME 26, PAGE 5953,
DOCUMENT NO. 984380.
PREPARED FOR: SURVEYOR:
MARK FAGERLAND DOUG ZAHLER
1626 70TH ST. AUTH CONSULTING&ASSOCIATES LEGEND
NEW RICHMOND,WI 54017 2920 ENLOE ST.SUITE 101
HUDSON,WI 54016 O FOUND ALUMINUM COUNTY SECTION
CORNER MONUMENT
of WfSC_ %, O FOUND 1-1/4"IRON PIPE OUTSIDE DIAMETER
/AT,-�,••-.-••, O,L%,I IRON PIPE
i /'DOUGLAS J. 3 i, • FOUND 1"OUTSIDE DIAMETER IRON PIPE
f ! ZAHLER $
it *. S-2145 * ; SET 1"OUTSIDE DIAMETER BY 18"LONG IRON
I, HUDSON, I' O PIPE,WEIGHING 1.13 LBS.PER LINEAR FOOT
II I`1` f0 . ( ) PREVIOUSLY RECORDED BEARING OR DISTANCE
1
`.,. ._ ' MINIMUM BUILDING SETBACK
OG/30/2 I / CBA
�/ //// BUILDABLE AREA 0
2
NOTE:THERE ARE NO SLOPES 25% 'n
r I
/ 1 1�1/4CORNER OR GREATER ON THIS PROPERTY W:' O
., �i
I //�i,_-y SECTIQN 11 '_ E si y z
—.:- C ��_' L i SCALE: 1" = 150' W N
J1% \ \ jm2
ii i'�N\\ \�1 c 150 75 0 150 3 0 13- o
�,'/�` ��\\LOB\6� S4 . Ot ryic i i c sI 1' N a o
j� 11 !\L , ~ aB4•s'9� 6 8I18' i 134 11(r11— / ,j 1
BIZ/ JL
l , ) 1/
,, ,,,,,\,\.\
,_, _
.....„ _____ , N. „
11 0�In /'��� _ ' ► \ �, i
/� ���l'o. . . .4j� ';N.; 0t�� -so' !I1J Irkjl