HomeMy WebLinkAbout028-1008-70-000 vl «m„ �:.:.... c, , >rr. LJ0RIG111 L csTaoA 1 / y �
Division 01.
f . ..• �.�, i ►::2, ' ]> >1 I l)
• n L_ 1 2021 SOIL EVALUATION REPORI c� , ,J- c, I 4
n Qn Page-�-
JUN 1 in , •- with 5PS 383,tries. Adm. r •
Attach •• • .sib : 1/2 x 11 inches in size Plan must County ST.CROIX
P "Ti "o' : point(BSA),direction and Parcel I.D.4:1"../-o{
incude,but not . . •�...•1. O28- l008-70-000
percent slope, � • .•. . . ,north arrow,and location and distance to nearest road.
Pidsiss print all information. R° by D°1s
Personal inlonlrion you Provide may a used for sacondery ndrs purposes(Privacy Law.a 15.04(1)(m)). fKXM- / I 7/ 2/
Property Owner Property Location a
HER J.& SANITHA C. MOUA Grnrt Lot --- NE 1µ SE 1/4 S 03 T 28 N R 17 E(a)W
Property Owner's Milling Address Lots Blocks Subd Name or CS/Alf Pc rid►yq
3568 GROVNER ROAD N. I-- -- --
City Stab Zp Code Phone Number airy OViiage [Town Nearest Road
OAKDALE, 1 MN 1 55128 I ( 651 ) 242-8122 RUSH RIVER I 190TH STREET
ElNew Coratrltction Wee Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
❑Replacement ❑ Public or commercial-Describe.
Parent material SANDY LOAM TILL Flood Plan elevation if applicable NA 1L
Genera'cannier/Is MOUND SYSTEM-0.84 FT.OF SAND FILL--0.4c LOADING RATE OR GEOMAT W/1.0 FT.SAND FILL
and recommendations:
v‘.0.5a Sc.i tits WITH 0.6 LOADING RATE
PROPERTY ADDRESS: 530 190TH STREET(2ND SITE) z=unoosab L. I
I Boring* Boring
CI Pit Ground surface elev. 04• L 0 ft. Depth to limiting factor 26 in.
mow Sou Appicaion Rate
Horizon Depth Dominant Color Rados Desaipion Texture Structure Consistence Boundary Roots GPD/R
in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'E11i1 'Ef ilt2
1 0-6 7.5YR2.5/3 - sil 3fa&sbk mfr as 3vf-co 0.6 0.8
2 6-12 7.5YR4/3 - sil 2f-mabk mfr as lvf-m 0.6 0.8
3 12-22 7.5YR4/4 - cl 2fabk mfi as 1vf-m 0.4 0.6
4 22-26 7.5YR4/6 -- scl 1 fsbk Q1fr as 1 of--f 0.2 0.3
5 26-30 7.5YR4/6 fn15YR4/6 SC Om mfi -- -- 0.0 0.0
some gr/cobs
2 Boring ❑ sating
s Q Pit Ground surface elev. '4?• n 5 ft. Dept to limiting favor C6 in.
Sod Appication Rate
Hatton Depth Dominant Color Rados Desaiption Texture Structure Consistence Boundary Roots GPDI!P
in. Munsei au.Sz. Cont.Color Gr.Sz.Sh. 'E1fs1 'EIM2
1 0-6 7.5YR2.5/3 -- sil 3fa&sbk mfr as 3vf-co 0.6 0.8
2 6-12 7.5YR4/3 - sicl 2f-msbk mfr as Ivf-m 0.4 0.6
3 12-23 7.5YR4/4 - cl 2fabk mfi as Ivf-m 0.4 0.6
4 23-26 7.5YR4/6 - scl l fsbk mfr as lvf-f 0.2 0.3
5 26-31 7.5YR4/6 ftf5YR4/6 scl Om mfi -- -- 0.0 0.0
some 8r/cobs
'Effluent s1 =BOO >30<220 mg/L and TSS>30<150 mglL 'Effluent s2=BOO,<30 mg1L and TSS<30 mat
CST Marne(Please Print) CST Number
MARY JO Hl1PPERT(Hollister's Soil Testing&Design) ri
--06/ viz ��/l`p1 224R32Address , Dela Ev lu��ich Conducted Telephone Number
28497 King Arthur's Court, Danbury,WI 54830 06-02,2021 715-426-1775
SRI)41iiniR07'li1
(tort )
y MOUA,Her&Sanitha(2nd site) ParcelID*4 028- 1008-70-000 Page 2 4
of
3 8onng1 Bonny
111 Pit Ground surface elev. 4F. .S R Depth to limiting factor 28 in. ' Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1fF
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. •Ef 1 'Efft2
I 0-5 7.5YR2.5/3 -- siI 3fgr&sbk mfr as 3vf-co 0.6 0.8
2 5-13 7.5YR4/3 -- sicl 2f-msbk mfr as 2vf-co 0.4 0.6
3 13-24 7.5YR4/4 -- c1 2f-mabk mfi as lvf-m 0.4 0.6
4 24-28 7.5YR4/6 -- scI If-msbk mfr as Ivf-f 0.2 0.3
5 28-32 7.5YR4/6 fl f 5YR4/6 scl Om mfi -- — 0.0 0.0
some gr/cobs
Boring A HBcinng
Pit Ground surface elev. ft Depth to limiting factor in.
SW Application Rats
Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. *Eifel 'EffO2
Boring* Boeing Ground surfac R
Pit e elev. Depth tolimiting factor in.
Sod Application Rate
Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPDA'
in. Mansell Qu.Sz. Cont Color Gr.Sz Sh. •EI1I1 'Ef182
•Effluent*1 =RODS>30<220 mg/L and TSS>30<150 mglt •Effluent#2=BOOS<30 mg11_and TSS<30 mg&L
SBD411011407 I3)
/n AEA 'Of TIRE / ,Ez.. o3 r. ' 3 of q
LJ Tzsn1 R t7 W ER 3. .N10�t�1
T NF R
C, u.�rt R%VErC
/ m /�1 31 (Raz CcuAry (z,-,<< sat)
`co' Ci:7 ' a '� z7.848 Ae-REs
W O � a)
II 0
T3 e b ,
r. co
z co
II 41G)
O
N
O P
< �--
Q 4. o
o l
nN
S f,
+ I z.
7)
r
N
l.L.
ND
p
—_\
I
v
/91-; A sr-PEET \\H .
-
_ ._...........„.„.........,
_-_ -
L.
i„.. 1_
. _......_ - ‘
. ,. . „,. ,1_ 5___I_____t_....„,
. ,...\ .
06 ,40 ., 40_. ... .... .
____
_..,1
____. s...., it.. .,. . .7.. .,,... '4•
..j ...I* • I
4 . ...,__ ... .• . ( _,_. , - k; '' �' - f`(
_ �, r
�` e-`40p jI ?� 1 0
. , - I i f - r
y /
.�- , (/ '1
N ! • 1 J �
I 17/ • r*
%
p s�- , rf u�
II I
Cjj
z 1 ) .
4. .„ . ,
„. • 4 \
0 -. ". 1 f ",'
, ► 4T '
''
I
I
I/( /' ( 1 !
i /
44- . -: ...: ' : . . ' _ `, 1
1
.,,... i-.... '' 1 . ' • . •1' .\''': 'l - : I., i 1
/
E) ORIGINAL
SOIL BORING MAP
RECIENED
CERTIFIED SURVEY MAP JUN 07 2021
LOCATED IN THE SE1/4—SE1/4 AND THE NE1/4—SE1 /4 St. Croix County
OF SECTION 3, TOWNSHIP 28 NORTH, RANGE 17 WEST, Community Development
TOWN OF RUSH RIVER, ST. CROIX COUNTY, WISCONSIN.
Prepared for and at the ` SCALE IN FEET C501 a09,1 — 043
request of: Her John Moua 1 INCH 200 FEET
3568 Grovner Road North �� MINIIIIIIIIIIIIII
Oakdale, MN 55128 0 200 400
LEGEND Bearings are referenced to the east line of the Southeast Quarter of Section 3,
O 1" X 24" iron pipe Township 28 North, Range 17 West, which bears North 00 degrees 44 minutes
weighing a minimum of 56 seconds West. (St. Croix County Coordinate System)
1.13 lbs. / lin. ft., set Note: The parcel shown on this map is subject to State, County, and Township
• 1" Iron pipe found lows, rules, and regulations (ie., wetlands, minimum lot size, access to parcel,
etc.). Before purchasing or developing any parcel, contact the St. Croix County
S PLSS corner Community Development Department and the approiate Town Board for advice.
Drafted by. Brad Canaday
East Quarter Corner
�NTERSTgTE 94 Section 3, T28N, R17W
S82'19'S3" alum cap on 2" ip fd 7
Right of E 1326.06� /
ay line Interstate 94 1305.92' 7 '‘)g
z
T_
LJ 20.14'\ E - SE ,
I Benchmark=99.62
LJ C
se
ID co N Lot 1 o Benchmark10o.00
N _c
o 27.848 Acres including 1
a) 190th St. R/W
1213039 sq. ft. 1
N 27.215 Acres excluding 1
3 190th St. R/W 33.-44-tia-33'
1185478 sq. ft. - 66'
14) co
N
(V O I Q
O 3 -- S84'14'
O6"E 858.31' in
tzt •
0 9.062 Acres including 9.012 Acres excluding ��'v iw
Cn 50TH Ave. R/W 50th Ave. R/W p
I �O 394748 sq. ft. 392566 sq. ft. 1 S in
. 1T cv Iy'- � �t
zI Z -- S°Sev=100.00Lo ` 2 N rn
J — — oEkv-101.07 p Y f)
a • N89'36'55"W 656.64' O 3 411
CSM1 VOL 21, PAGE 5267 w w w N
z �4L 4 - ° Ii o
IN T °' Ei
I al
o c
o o = I _iI
2 __ Cr)• in _. `� +. l'i .,I