HomeMy WebLinkAbout042-1004-50-060 -- r MEID N Pl I�� ClC - 018�Q2�
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"na'" 1elnDecrtrnent °1RIR SOIL EVALur,i rv,. .._..1 KETE P,�, a 3
• Di�.ia,a saaly.ne a l+I er / �f f S�2 in ... . . with Corm85.Wu. Adm. Code
era ca.+, l /1
Attach site plan on•. yJq . Assn : 1/2 x 11 inches in size.Plan must .4- /'.l /Zl �-
ilci,de,but swiss b: point(BM),direction and Parcel I.D.��+et': ,�Q _ _
parent slope. or dimensions,north arrow,and location end distance to nearest road. 6 y 2-/esy-�`ll9"�R�►-
Plase print all information. Reviewed try Date
PeweesPewees'Marm a co
eion You ovlde mew see used ra secondary purposes(Pi*ecy law...15.04(1)(m)) -r ) 1/21>//0
HProperty Owner
/ PAY Locatbn
S Pr:l�/ Q� L.L� lG>�� Mu) 1/4M,J1M S 3 T ZCt N R /3 E(ar )
PropertyBbdl a Stbd. or CSMk
XS&' :TA
— �, Xijz - 5,- 6W35
9,IY Stale, Zip o City 0 Vrlape 0 Town Road
t Qay.,„ W► 64f DI lot ( ) u p� - /a/
7 �t ct� rr .., ( C71 cci'.
Aaa'�° n /Nunber of bedrooms 3/7 Code derived design flew rate 417)/6 6 6 GPO
0 Replacement s , . /(] Pubic or commercial-Describe:
Parent material ^�^����/(.JJ Flood Plan elevation if applicable /V"' R
General comments -i om
and noamwld.uan: ' - -.Q , J
System Type if — 7 f System Elevation 1 .L
I
erg* ❑ Boring Pit Ground surface elevv/ It. Depth b Uniting factor !�/
ef in. Sal Application Rea
Mormon Depth Dominant Color Redox Desaipbon Texture Statue Consistence Boundary Roots GPDi f
in. Munel Qu.Sz. Cont Color Gr.Sz Sh. 'Ef 1 'TM
I 0-1 z /0 , Pt- s/ a?M . Pi c-r , _ 6 /v
Z Iz-30 i0(r$P.--/ (I a>„c6/ ' fi 2 , `Y i -6
q 'a 76 7, // (7. sy,e/ . _ �/ - - "l tit; "//.. ^l/,1 _ 2 r 6_
s t0� Boring �v�l L L
I I.Pit Ground saucers elev. �l�v ' R. Depth to limiting factor il. • Soil Agiquon Rate
Horizon Depth Dominant Color Redox Description Texture Stuck,. Consistence Boundary Roots GM"
in. Mussel Qu.Sz. Cont.Color Gr.Sz.Sh. 'VW 'Eff#2
0'1 L 1 ,p L s/ wq( / c G,- , .6 /0 _
3 l3/-y7 7 r.�116 - , sJ ,�/nt.-i�K. M - pi i 7C . / ' 7
y Y-L u 7, 9,44l �7�Sy,-l1 5/ -- - /,-,,,(4 AJix' pa . z , b
'Effluent N1 a BOO 1.30<220 mcl i.and TSB>30<150 i i nt2•B00.130 mg&end TSS 130 mill
CST Name(Please Print) S. tuns / CST Number
Bird Plumbing, Inc. Shaun Bird ! 226900
Address ate Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 02 ! /2 715-246-4516
/ 0
Property Owner Parcel ID ftPage Z of
le Boring
# ❑ Boring L/
' SPit Ground surface elev.I Cir '� ft. Depth to limiting factor 7 in.
Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD111'
in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Ef1'#2
Z 13 3L )�,,5l� c rL l d bt= 7, i /�J 1 >< , , C�
-3 -ys 2,1//V/ , s/ /inSk r; Pt' J4 . `-/ - 7
Ll Y5
-70 ?, 57,v/6 P(1 Stfy/L, i -,1-- r<" tia Nmt - Z -•
>I
Boring# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sod Horizon Depth Dominant Color Redox DescriptionApplication Rate
Texture Structure Consistence Boundary Roots GPDRf
in. Munsel Qu.Sz. Cont.Color Gr.Si_Sh. •Eff#1 •Eff#2
El Boring
Bodng it
❑ Pit Ground surface elev. ft. Depth to limiting factor n.
Sod Application Rate
Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/f!
m. Munsel Qu.Si_ Cont Color Gr.Si.Sh. *ER#1 'Eff#2
Effluent#1 =BOO,>30<220 ng,L and TSS>30<150 ng1L •Effluent#2=BOO,<30 mg&and TSS<30 mg/L
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5804330(R 6001
Soil Test Plot Plane 33
Project Name Roscon Properties Sha Bird
Address 1253 Awatukee Trail
Hudson Wi 54016 O 'M #226900
Lot 10 Subdivision Date /15/18
NW 1/4 NW 1/4S 3 T 29 N/R18 W Township Warren
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of survey iron
Same as Benchmark
Scale is 1" = 40' 439' Property Line
unless otherwise
noted
B.M.*
D
25'
100'
• B-2
197' 3% Slope
45' 101'
B-1 45'
■
■
B-3
121st. St.
SEP oVZ" 0 ORIGIN.A.L
e \ . ent
CERTIFIED SURVEY MAP
LOCATED IN THE FRACTIONAL NW1/4 OF THE NW1/4 AND THE FRACTIONAL
NE1/4 OF THE NW1/4 OF SECTION 3,T29N,R18W,TOWN OF WARREN,
ST.CROD(COUNTY,WISCONSIN.
THIS INSTRUMENT DRAFT®BY EDW1N RAM1M
Nate:No owns or meant sHW do angling"Aida would taarfse or dunce the cpsarlon at JOB 103:18-05 DWG:CAT&6143
the admits,oarQdsaeAre water draYgye area.This Includes tut Is not Batted to bulking DRAFTED:5/29/18\FIELD:5/25/18
Won,otenuctIng,Awing tin s earavattn or Neale In are dralrree areas or
smseb,weer drainage dBds4 new nurmays,wear Glhwo,berm or grass see:lees.
LOT 1 J._LOT 2 N1/4 CORNER SECTION 3
c.S.M.-VOL+19,PC.4852 r STE.sum"(91Y Num Tv.
13l7.O9'
�99'99'S9'E 674.92' 17, 4 Sp'St1rE 567.Q NORTH U!E OF THE iNAGT101N9 5959
1 58' 9'99'E
/• 33.48' u 388.16 (y.r.H.'E' 168.1T r—
it I purr Reiff#-now a 363.90' — 1, 187.2' C+
F Kt,MtPSL 1 `.L_ at N89'949rW SLIT 4
s g ACCESS TO COUNTY ROAD T NOT ALLOWED
I {y LOT 11
\ i
2.30 ACRES INC A/W a
i I C 100,257 SO.FT. „Th^� �l / 2Accg,W
q1' FLAMM
a,,, � ��SC t` • C CD
2.02 SaC R/W SURV� NORMAND SURVEYING,INC
_ `1 i\ �d\`b5►y,�`�• u+ BORINGS y'� 110,676 SQ.FT. F.O.BOX 152 -
`;O� i ^� $'' ' AMERY,W1 54031
`s•%5s N ' B �1104 BDn SQ.FT. a
`� *7 Bo7 Ncs ., LA1 C.S.M.-1OL 14,PG.383%
S1 t
r 1 \ Io -aft 7�, DO( f622088
s j \\ r tigT lst k �t LOT 6 r LOT 5
SN'6!!6'E 800.64'
,rrri 443,1Dr SU?tt•
a •paBORINGS W 199.93 s
I WTI_OS.M. \ 1M LOT•
I VOL?4pg man— \ 73.n ACRES
036 FT. _
a1, ,725 SQ.
1 — rl.ti Q C4 * i
4 T79THAt£M E eimi rE Mr'1$ 1 j3-Iws,,, .
T 64.01' 10
I NS 8.Q' 1 -- M19.2322 W 339.25
ROADWAY EASEMENT(SEE NOTE ON 9tEET 4)
OWNER I P I -
ROSCON PROPERTIES,LLC
M1390N,WI MO1T6 BORINGS
o LOT 8 9 ! 1
DRAINAGE EASEMENT OATH g - 3 „
A-L <o . 9 7.OBA346 INC R/YY -
RADIUS BQW, g C3 m 308,346 SQ.FT. . o
CENTRAL ANGLE-10`SB02' R y Si _ , m
CHCFID BEARING-NINS4817 E " > f
ti
CNORD 1B4OTH-I5. v
Loi
ARC LENGTH-1524' F
B 1.0364226W 244.5t N
C N60`12IB'W 23.17' —
D SOr4108'E 280.71' so
— . — • —9NTH LINE HE E OF T FRACTION& 673.66' —
NWINOFTFENWI/4 —•
Str4417111 i1/1.22
UNPLATTED LANDS
BEARINGS ARE RLB TO THE NORTH LDE OF SCALE IN FAT 1'= 150'
THE NW 1/4 OF SECTION 3 BEARING 919.9957E me a
(ST.CROIX COUNTY COORDINATE SYSTI34). 0 150 300 SHEET 1 OF 3 SHIFTS