HomeMy WebLinkAbout012-1063-40-000 Lot 2P.AJLI)
JAN 04 2023
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f in�ude. buff not lirnitadtc.- vetczi and honzonta' referenc* po rn "EM, direction an%c
percent slope, scaie or dimensions, nor . arrow-, any locatior, ant distance to nearesiroad. i a
Please print all informatiori, Re Owed mate
P"On&: 1nfOMWtk>r' VOL- PlOvioe 17-tE*' tW_ US-6d kX SOCOn3aP! our POSeS 'P-;VaC�' L8% , LL, '00 //ago
Property Loca"io-
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Gi�ALot
ape CS subc- Nan* CY rt�' Lot
C.Y State Or
Zip- C_ ''-'0 S P�lDn6 '1vkj7n:w C4�,, 17 Wage J9,.7own Nearest ac LU/71
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Sonstrucbor, lis,6- 1 es' 'einta,, Number bedrooms
Cope derived design fio%' rate
L7..., Reptacem.ent Public or c*mr-ne,�a,- Describe.
Parent mmen'all FiooPlain eievabor, if applicabie Al./ Z '!5'� a U_
Q_,'vs*Lern, Type_ .1'1_%vstern Elevation
Boring
V
Ldzll� Fit LZQLb lul ZsLX WIVV, U. jkwWU I LL' 19 1 IJU[ FZJ ;4C2k.J.X 4-4F 74 i.
_icaborl Rate
Soil APPI
Horizor. Depth
i117,
Dom.inwt CoNori
M'.Irtseff
Rkew)t Description
0j. Sz. Cont. Color
Tex Strjztu7e
G,,. Sz- Sh.
Consistence
Boundary
Roots
i 1p"POM
*Eff#1 *E ff#2
7
Z_
/F t
-7
Soiing
Boring #
Pit Ground surface elev. Depth tc firnibing factor
�- Soil Appficzbo i Rat e
Hbrizon
Depth
in.
Dominant C'Nor
Munseli
Redox Des�pban
0 U cz. CoC 0 i X
Texture
Structure
Gr. Sz, Sh.
Consistence
Boundary
Roots
IG" P D, ff
*Eff#1
-;f#/-
41
00,
7,
zl;:: �z
EMLmft #,1 = BOO. > 30 < 2Z ny k
and TSS > W < I "k/ Effluent #22 = BOD. <30 Mg/L an - d 3U M91L
CST Name (Please Prixnt� vat CST Number
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Bird Plumbing fi�c, Shaun Bird 226900
Address Date Evaluation CondiCted Telephone Number
432 120+6h St, New Richmond. W1 54 1:7 715-246-4516
Property Owner _
Boring # Boring
RL Pit
Parcel ID #
v.� ft. Depth a rig factor in. t limtb
Ground surface ele p
Page of
Ann[ir-atinr, R mto
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
'Eff#1
'Eff#2
co
wt -210
LP
k
4
Boring # Boring
[] pit Ground surface elev. ft. Depth to limiting factor in.
Soil cation Rate
Redox Desaiption
Qu. Sz. Cont. Color
Structure
Consistence
Boring #E:1 ❑ Boring
Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Apoication Rate
• Effluent #1 = BODE > 301220 rng/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS ,:� 30 mg/L
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sari-8330 (e.broo)
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Soil Test Plot Plan
Project Name Rob Stafsholt Shau d
Address 1402 160th St.
New Richmond Wi 54017 CS #226900
Lot 2 Subdivision -------- Date 1 23
S W 1/4 S W 1/45 29 T 30 N/R1 7 W Township Erin Prairie
F�J Boring Q Well PL Property Line County ST. CROIX
6, BM or VRP Assume Elevation 100 ft. Top of wood corner post
System Elevation TBD *HRpSame as Benchmark
W % CORNER,
CERTIFIED SURVEY MAP
- -
"
SECTION 29,
( ALUMINUM CAP
'
LOCATED IN THE SW% OF THE SW% AND THE SE% OF THE SWY OF SECTION 29,
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FOUND)
T30N, R17W, TOWN OF ERIN PRAIRIE, ST. CROIX COUNTY, WISCONSIN.
BEARINGS REFERENCED TO THE WEST
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-%o
LINE OF THE SOUTHWEST Ya OF SECTION
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29. LINE BEARS
N00'06'03"W, ST.
Q n
I�
CROIX COUNTY
COORDINATE SYSTEM.
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[] INDICATES SOIL BORING LOCATIONS
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C��G�THRIED_sunwCEll CM1Ap
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MOL. 2�Q FQ. 3227
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L.P. TANK NORTH
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N89027'08"E 871.03' OF PROPERTY LINE
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556.52' SILO ARAO 281.51cc
o
33.00
589.52' 0 o
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SEP. VNT. WELL
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BORINGS 2.9 HSE.
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�SOIL
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12'
LET 3
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SQ.
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r 130,901 FT. (3.005 AC.) o
274126 SQ. FT. (6.293 AC.) o I NCLUDI NG R f W N
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I NCLUDING R / W o 121,612 SQ. FT. (2.792 AC.) *
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240,415 SQ. FT. (5.519 AC.) o EXCLUDING R f W
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EXCLUDING R/ W o I _
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I SW CORNER, SECTION 29,
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(1 STEEL SURVEY MARK o
I S89027'08"W 838.03' CDNAIL
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FOUND)
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-----
—
--- 556.52'------ _------6' ^— ` 1281.51'----
__ ^ S89027108"W
------�
_281.51'
^-
589.52 130TH AVENUE
1721.55
.—.—AV,.
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� S89027'08"W 871.03'
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DTI ��, �n �. — —
SE., O N CORNERS SHOWN HEREGN
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— —
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616 1
— — — — — — — — — — — — — SOUTH LINE OF THE SWl
S CORNER SECTION 29
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HAVE BEEN FOUND AND VERIFIED WITH
TIES OF RECORD AND PUBLISHED ST. I
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lUJ [�]p l�Q [�Q
��p(�Q��_ D I SCALE IN FEET _ _ _ _ _ _ _ _ _ _ _ _
( ESTABLISHED FROM TIES
OF RECORD)
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CROIX COUNTY COORDINATE, I
FIELD WORK COMPLETED JULY 8, 2022. I
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e D I o' �o'mmoommol 120' LAMBS
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WOMBS I
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