HomeMy WebLinkAbout032-1095-70-015 (3) •
4. RECEIVED DD p AA I 11 C's?abate — II a
Ms.Dept of Safety and Pro ional Services , SOI EVALUATION REPORTir R; fY1 Page 1 of 3
Division of Safety and Buildings LK 06 2022
i i accordance with SP 385,Wis. Adm. Code County 54, Cr° 1 'f l d O y f pf I
J
Attach complete site plan on p per notlesttbaft 84/PX�11 i in size.Plan must
include,but not limited to:ve ' I end a
' BM),direction and Parcel ID. Aril- Of.1
percent slope,scale or dimen ' , arrow, and location and distance to nearest road. 032- /09S-70-0/S
Please print all Information. Reviewed by Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). !Jv (/ r r
/4A/ I -7 //7/ZZ
Property Owner
/, Property Location
O„
D A tk X-C/I7 2hon t?Cf.'," Govt.Lot Sr 1/4 SW1/4 s 27 T3/ N R /9 a(or)®
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# go„,l/y Ci44
186E c0j. Rd..z '
City State Zip Code Phone Number ❑City ['Village Town Nearest Road
,Somas<t- ! Air I s3/02r 1 (7/$ ) 76e- a412. 1 Samersc f- l I cfy. Rd I
( New Construction Use:❑ Residential/Number of bedrooms v f Code derived design flow rate O 0 GPD
0 Replacement p ❑ Public or commercial-De
Parent material [ t ftt d O l u* LA,4 5 h ,t,� Flood Plain elevation if applicable /r 4 'ZZi� /X ft
General comments vase syste", clap, gild)D 7t G 14 e
and recommendations:
Boring# 0 Boring
I ® pit Ground surface elev. C,_6 ' 0 ft. Depth to limiting factor <29 in.
1 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. '!ff#1 'Eff#2
1 0- / 1OyR Sit /VA SL 2P7s4A I1 i, c s 2/n Or 6 !.o
• 2 y- Is /oYRg NA I. 2n56t (7w, cw 3m 4J, 6 a,8
y is-.21 s-rR // N+ SL rifek 1ll,Pr a w 1P 046 /r o
Y 29-83 STR `/s czD 2..011Vs 5z. om MP — —I''f' 0, 2 0,6
0
2Boring# Boring [7
® pit Ground surface elev. 5 ft. Depth to limiting factor <2 8
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. 'Elf#1 'Eff#2
0-7 /oYR34_ NA 5L msbk met cc 2/n Of6 110
2- 7- 17 iOYRsii ,IA L 2mJs4- ► W/ co-.' 201 0,6 0,8
3 1728 SYR 4/6 NA 5L 2ins6k I'll-Pr cw 1 rri 0, 4 1, 0
Y 28-8y .5,R 1/ . c 2v ,2 51R Uif S- o/rl ra e
i — 1W 0.2 D. 6
'Effluent#1 =BOD s>30<220 mg/L and TSS>30 <150 mg/L 'Effluent#2=BOD 6<30 mg/L and TSS <30 mg/L
CST Nar (Please Pry t) Sig re CST Number
17crran rattle It 2313/cf
Address Date Evaluation Conducted Telephone Number
31r8 /9'2 QJC Somces.a- CuT • 6 '3- Zoaz. 7/f- 77d- Oyss-
•
Cvtz
Property Owner .1 h" 'not,t } Parcel ID# O 32- I0V- 70-0/f Page 2 of 3
Boring# CI Boring 3 ® Pit Ground surface elev. 7 /d 0 ft. Depth to limiting factor <2 S 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. •EB#1 •Eft#2
I 0-7 /OYRL /Yh SL 2/' St' [Yl1i CS 2ii 0, 6 /, 0 _
z. 1-16 /ot1R571 2msSk alp/ CU' Im 0, 6 0,8
/6--25- Sill '/6 A 4 S[ a"Slit IN' C w l P 0.6 1,o
Y zr a, SYR `/ C 2 D s v/.1 S c, O m rnP; — l of a, z O. 6
Boring# El 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 GPO/ft '
in. Munsell Qu.Si. Cont.Color Gr.Sz.Sh. •Eg#1 •`ft#2
❑ 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 GPD1ft '
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. •cft#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
access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay.
SBA4330(RI VI I)
OWNER ) Page 3 of 3
Name TohA Natpf,'t- Brian Parnell
Address /86 8' Cty Rd S CST 231314
Cot',erse,►- 4.V1 c Date 6-3-zozz.
A Benchmark 1 q l4 I V ?if!,, G L, /00. 0 ( 'e
A Benchmark 2 f'L I p i/C f- FL, 96' 7
❑ Soil Boring
L.3 Suitable Area
1" = 40' Scale
f -1-
, It
I . i
( ' I ' � ( ,
jl ► � IR .
_- ../ / ' I i '�i , A411 I I
1 I i
n
1 �_ 3
I ti ' / /
(..' ill 111fi
n
cl al
7_ 1
(.., _.., -
. .
o ." -C a o
O o , o
Nc
, _ a .1-o ,--J1 "sli)1.)a . I
. . .r•-•
oo,
%t
_. . _
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.
Con-a oar -o RECEIVED
DD
LEGEND U ORIGINAL
s FOUND COUNTY SECTION ♦ SOIL BORING JUN '0 6 2022
CORNER MONUMENT
- — BUILDING SETBAC LINE St. Croix County N
® FOUND 1-1/4 INCH OUTSIDE FRONT: 50 E2 ommunity Development z x
DIAMETER IRON PIPE SIDE: 10 E 6 F.
REAR: 25 FEET N ti,.
INFOUND 3/4 INCH DIAMETER BAR Z ,„VI
— —940— — INDEX CONTOUR '" x la
O SET 1 INCH OUTSIDE DIAMETER BY 3 0 I
18 INCH LONG INTERMEDIATE 2-FOOT CONTOUR Zoo a
IRON PIPE,WEIGHING 1.13 LBS. ^+ i
PER LINEAR FOOT m U
C.B.A. CONTIGUOUS BUILDABLE AREA N p N LL
—x— BARBED WIRE FENCE w m a n
......... ..... .... ....
NORTH wen
NORTH
................... .....
......... ..... .... ....
................... .....
......... ..... .... ....
.. ............... .....
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
• /II( (( , ,✓, - -��\-- - \\' ' \ '- \\ )/ 1
\ _, \\\\1)(1) 1).
'd 1 1 �a� �,))iiil'�Lsi Doff �L.2rl ` ,I I \1\\ s`.
�F 1tf..P.1.\\.t Z. . � If` \\
-r- ' \,b� \\\ 950 JJ: r L \ \ \ ✓I� X i)�I ��`\^\ • ��.�.-' , tl` l
- �� 0010 \ \. o-fir_ , \\\\ ).."'") \11 1� ��\ ' — — — � .o
•
-
\ -� i`����� e �`� y ' `• ea^ ^' � � • \ (1 / Thy` cd
/e l _
\ \ 111S
cd
-
/ 1: k —f---% --- —1.-- "Li } -11-
\� \ I„ti � \ 1 \l \1 � \ + ��
, 0 l \ \) . ( c- — .91 -�`o4460,0;1sdFT.)11.n • � . \ \ rn_) ( A� �o�. l J6AZ` E6 �� \
� C Q \ o\' ���\.: � =27�34 i 7 1' f �
ci
\ J J 1\ v C T I m ♦ t
,56
-= \\\\\ \ 7 0 i r r N$9' C ti'\^\ "JddVy1I
\ m gyp, *10 \ ��
'11�`.\ ��� '_-,= . \ :I _ $)l.; ,, 84' "� 95°( cr \`s\i\t) {O
\\\ ( \��- ` z r` -•a g I
\\\r I- Im, �.'•: ;.m LOT 3, ( jLOT 4 .° \` j 6 D�6, /(�l
/�ii ��(/ \;�oLOT 1) ^ 1�)Jl/.r; ,.! . 5)A ; • —�� 46A.r. • PIO \ \ ` )\�-A�6p0'/ '\2
�\s I(�i'a-+8 lft: v U0 Oi , !, V � 5A`+;l o� • \ - '/--- !�l
L
3 r , \ ^L nr o; 'o >�
`., r l \, ' \ \ � �;11\tis 1// -� - b(/,,l ji" is, 9 9j
\ of I J •. \ \ ' j\\ . \\1 (I /71 1 1,l- \� W
x - ct:;Lir ) t , , .7.../../ ... . ,-:...-_, ....
,,, , ,,,
.‹. ,
.,..„...... , . co ti,•,._
_ ../ 237.35' c;fiy,6�— �358.67'7✓7,°'� ,�"+`395.30`-- \h\ ~ LIU