HomeMy WebLinkAbout032-1095-70-015 (2) 1V-7. ..
s.Dept.of Safety and P •.R•`- al—AV
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Wi S e IL EVALUATION REPORT).r R : (n Page I of 3
Division of Safety and Buildihgs
JUN inOito&ace with ' PS 385,Ws. Adm. Code County SA C r0 ir./r I 9Ib clr go
Attach complete site plan • paper not less the �,�1/2 x 11 i cites in size.Plan must
include,but not limited to: ,rtical atilt herrii. a4pithigekieet••'nt(BM),direction and Parcel I.D. A r.4. 4 '
percent slope,scale or dim=nahttreJnnin • •• -,on and distance to nearest road. oat-/07S-70-0/f
. Please print all Information. Reviewed by J Datete
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). /1 N // / 4,/ 17! /'7/7 7
Property Owner !� q� Property Location SOS L (I /'/)
jpIn r/' /lC/(t ff/O'f f ALE N Govt Lot 56 1145$'14 s 27T 3/ N R iq 1(ore
Property Owner's Mailing Apldrels Lot# Block# Subd.Name or CSM#
/s68 c R � 1 20 -6
. 6f1
City State Zip Code Phone Number 0 City ❑Village ®Town Nearest Road
Sbm err er (Ga )SI/0-2S) (7 ,7) 760- 0,12l SOmarsee- 1CtyR0S
114 New Construction Use:❑ Residential/Number of bedrooms, q Code derived design flow rate 6 00 GPD
0 Replacement p
Public or commercial-Describe:
p
Parent material ! i ffe JP 0 CA-r '.4 S 4 �,tf1,� Flood Plain elevation if applicable 4"14' n R
and recommendations: pate S'yl AV� 0. �98•G c f, C!OC
Boring#
1:,,, Boring
Q pp••
Pit Ground surface elev. ! O.7p
ft Depth to limiting factor < 39 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2
in. Munsell Cu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
I D- y /OYR 3/k NA i- 2 ms4k /nPr c S 2 c 0 .6 0. 8
2, ii-27 /oYR%y NA /71s 0.p MG c w 2c 0. 7 /, t
j 27-34 /OYR7/6 /1/R 5C 2 /rls4/c m.c, c w /m 0. 6 /r0
Y 39.62 IoYll y/6 F'iP' z,s7Rs4 $L Om mp,r c w /vP 0,2 0,6
-- 62-SY tom >� c2 D .57 5;1 Ors MAI — 0, 0 0, 2.
2 Boring# ° Boring
® Pit Ground surface elev. 91,3 3 ft. Depth to limiting factor <3O in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2
in. Munsell Cu.Sz. Cont.Color Gr.Si.Sh. 'VW 'Eff#2
I o-S /oYR3/z. NA L 2trukic P.W. cs 2c- 0,6 O.8
2. S- 17 SYR s/3 /1/A L- 2rns6k /'74" C w ec Or 6 Ors
3 17- 30 /oyR 57y - NA S� 2msM. /hf, c /ti l m 0, 6 1, 0
1 3o-S6 /oYk /V .F/I 2.-511R3 Si. 0 m /11.4'; Cl.'-' It/F 0,2 0.6
C s6- '2 I CYR s/l C z D 2 ,srR S;L one m P; — — 0, 0 0 .2
•Effluent#1 =BOD ,>300j<220 mg/L and TSS>30 <150 mg/L 'Effluent#2=BOD <<30 mg/L and TSS <30 mg/L
CST Name(Please Print) ,'a/�C// Signature 2 CST
Number
Fran l
Address Date Evaluation Conducted Telephone Number
3%8 - / /�� Q So" e r r wr 6-3-2c z z 7/s- 760 - o yS-r-
Cot ,
Property Owner J OA A MO^4fieb r Parcel ID# 0 3Z- /693--TO-O/S Page 2 of 3
Boring# ❑ Boring Q
3 ® pit Ground surface elev. / �• R Depth to limiting factor '2 7 in.
Sal Application Rate
Horizon .Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. •cff#1 •:ff#2
I O- Y /oYR p/a /V A 5 L 2ms64. /nPc c s .z c 0,16 Ito
2 Y-IE Srk 54 /V A L 2 rnS6k min c u. 2 0, 6 0,8
3 /6-z 1 7,3-n? "/6 /V/-� SZ 2mS6k /17Rr c w 2 rn O. 6 /, O
y 27-36 7,SYR`1/6 c2D SL O G L IP c z O , 6
36-82 5 5% c2 P /0R sS S _ /)A• — -- o, o 0 ,z
Boring# ❑ Boring
❑ pit Ground surface elev. ft Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2
❑ Boring
Boring# El Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2
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 mg/L and TSS <30 mg/L
The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
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SBD4330(RI I/1I)
OWNER Page 3 of 3
Name jolt^ 01- f(C//r )fell tpetlt" Brian Pamell
Address /868 C . R,O.Z' CST 231314
Sonnets« ' 'J $Yoz. Date 6-3- 202.2
A Benchmark 1 Tap l%Z P✓c t'ire ICI, /QO,O /Q.l��
A Benchmark 2 T)P /h Pic P 1,
Pc G q9. `/
❑ Soil Boring
,_a Suitable Area
I" = 40' Scale
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CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND PART OF THE
SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 27,TOWNSHIP 31 NORTH, RANGE 19 WEST,
TOWN OF SOMERSET,ST. CROIX COUNTY,WISCONSIN;
BEING PART OF LOT 1, CERTIFIED SURVEY MAP,VOLUME 30, PAGE 6699, DOCUMENT NUMBER 1088850.
CAA-a OD -033 �ECE�V 0 �pED
LEGEND 011 IMAL
S FOUND COUNTY SECTION ♦ SOIL BORING JUN 0.6 2022 1
CORNER MONUMENT
— - - — BUILDING SETBAC LINE S[ Croix County 1,
O FOUND 1-1/4 INCH OUTSIDE FRONT: 50 E.ommunit Development z x
DIAMETER IRON PIPE SIDE: 10 b 5 f
REAR: 25 FEET N
■ FOUND 3/4 INCH DIAMETER BAR >•
— —940— — INDEX CONTOUR " =W
~ a
O SET 1 INCH OUTSIDE DIAMETER BY 3W O z
18 INCH LONG - - - -- - - - INTERMEDIATE 2-FOOT CONTOUR z o a a
IRON PIPE,WEIGHING 1.13 LBS. _ m �+u 8
PER LINEAR FOOT )-m z o;-)
C.B.A. CONTIGUOUS BUILDABLE AREA o z LL
—x— BARBED WIRE FENCE W
........ . ... .........
NORTHXcl *B
.. .. ... ... ....... .
........ . ... .........
25%SLOPES
SCALE: 1 INCH=250 FEET
25%-30% SLOPES
250 125 0 250
VERTICAL CONTROL DATUM: NAVD 1988
CONTOUR INTERVAL. 2 FEET
NOT TO SCALE
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