HomeMy WebLinkAbout022-1015-70-401 •
Wisconsin Department of Safety and Professional Services
1 Division of Industry Services
SOIL EVALUATION REPORT 47c -r tl '7page�of c
in accordance with SPS 383.Wis. Adm. Code / �1
County ST.CROLX
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must
include,but not limited to:vertical end horizontal reference point(BM).direction and Parcel I.D. L O J - ID 15- 70 UO I
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. C. { J
Please print all Information. R: ed by/////////��� //�� Date
Persona/information you provide may be used for secondary purposes(Privacy Lary.s.15.04(1)(m)i. �/ �rt 41 l (/ /'(�L
Property Owner Property Location „` Y/s r ` I
a
JEFFREY C.&MELNDA A.ROIJNTREE Govt.Lot---- NW 1/4 SW 1/4 S 6 T 28 N R 18 E(or)❑W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSP
13359 Van Buren St.NE 1 -- CSM Pending
City State Zip Code Phone Number ity Village QTown Nearest Road
Ham Lake. 1 MN 1 55304 I ( ) 1 Tower Road
Kinnickinnlc
0 New Construction Use[] Residential/Number of bedrooms ivK Code derived design flow rate '`tl{ GPD
❑Replacement 0 Public or commercial-Describe: •
Parent material glacial till Flood Plain elevation if applicable7�( ,X NA ft.
General comments p
and recommendatio ��Il S Mou [em— 1.G7 ft.send fill--,0.4
-C-ta f-ol (D11� --71pItkt6ffroxll�+ 4( LJAota l rVDX y rff►ed*e4 1 '/4� frbitq k
XBoring# El Boring
Q pit Ground surfaceelev. 1D-15, 41 ft. Depth to limiting factor 16 in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munson Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-9 IUYR32 -- sil 2fa&sbk mfr as 1vf-m 0.6 0.8
2 9-16 I01R3,6 .- sicl 2fa&sbk nth-
cs lvf-f 0.4 0.6
3 16-20 10YR3/6 C 7.5VR4 6 CI l fabk mff as !vf-f 0.2 0.3
4 20-26 7.5YR4/4 m2d 7.5YK4 G scl llm lnf
- -- 0.0 0.0
X1Boring# ❑ Boring
16
111 pit Ground surface elev. fr ,'fI ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
I 0-10 I0YR32 sil 3fabk mfr cs Ivf-nt 0.6 0.8
2 10-16 •
IUYR3.6 -- stet 2fabk mfr cs Icf-f 0.4 0.6
3 16-20 l0YR3/6 12r 7.511(4 G CI l fabk utfi -- 'yr.( 0.2 0.3
Effluent#1 -BOO,>30<220 mot and TSS>30<150 moll_ -Effluent#2=BOD,<30 mg/L and TSS<30 mg/L
CST Name(Please Print) a}° CST WilberMARY JO HUPPERT(Hollister's Soil Testine&Desiuit S7/ ((UL/� � L�- 224832
Address Z572D FIREFLY L-MU,, WebSTLoRI V)I ST Date Eval on Conducted Telephone Number
04-06-21)16 715-426-1775
GM-27 ZOz• - SnD-833o(R0713)
PPrropeJrtY Owner ROUNDTREE.Jeff( e*4) Parcel ID# Uniting
Page 2 of g
Boring# Boring
Q pit Ground surface elev. Jul.,$ +ft. Depth to factor30
in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfe
in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-9 10YR32 -- sit 3fac@sbk infr as Ivf-m 0.6 0.8
2 9-17 IOYR3.6 -- sit 2fabk infr cs Ivf-f 0.6 0,8
17-30 7.5YR3/4 -- sl I f--msbk Ins fr cs
lvr-r 0.4 0.7
4 30-36 7.5YR4.-1 f2f 7.5YR46 scl Om infi -- -- 0.0 0.0
Horizons 2R3 have some gr(I-5%)
2 Boring# (1 Boring
pit Ground surface elev. logs. -' ft. Depth to limiting factor 14 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Ou.Sz. Cont.Color Gr Sz.Sh. 'Eff#1 'Eff#2
I 0-9 10YR312 -- sil 3fabk infr as Icf--in 0.6 0.8
2 9-14 IOYR3/6 -- sicl If-inabk infr cs 1rf--f 0.2 0.3
3 14-20 IOYR3/6 nt2d cl lfabk mfi cs 1vf--f 0.2 0.3
4 20-30 7.5YR4.!4 mad 7.5YR4!6 sc1 Om Intl -- 0.0 0.0
Tj Boring# IfX I Boring C
f 1Pit Ground surfaceelev. I04Z.5Ift Depth to limiting factor )✓ in.
•
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/If
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
I 1S'4 , IDY1(3/ . . -- a1 3fisM mil" - - o.b o.g
Z a-IS IbNIK , , — Sid leFabK wcFr - - 4.11 04
3 /5-ZD /o Vf /b m14 757K41 a- If«ei irrri - - O.2 O. 3
•Effluent#1 =BOO,>30<220 mg/L and TSS>30<150 mg/L ' Effluent#2=BODE<30 mg&L and TSS<30 mg/L
SSQ/N,R..-i.,
I
Property Owner ROUNTREF,,Jcff(lot 7) Parcel ID# (pe°�g) Page 3 of 5
4 Boring# 0 Boring
El Ground surfaceelev. 1091.08 ff Pit Depth to limiting factor 14 in. Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/I
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Ent 'Eff#2
1 0-7 I0YR3/2 -- sil 3fabk mfr -- — 0.6 0.8
2 7-14 10YR3/6 -- sic! 2fsbk mfr — -- 0.4 0.6
3 14 18 10YR3/6 mId 7.5YR4(6 el lfabk mfi -- -- 0.2 0.3
Boring# CI Boring
inpit Ground surface elev. ft. Depth to limiting factor in.
Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If
in. Munsell Qu.Sz. Cont.Color _ Gr.Sz.Sh. *UM 'Eff#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 GPDfIP
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 *Eff#2
•Effluent#1 =SOD,>30<220 ng/L and TSS>30<150 mg/ •Effluent#2=BOD,<30 mg&and TSS<30 mg/L
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R CIENED -add.)-gas
JUN 062022 7 J QRm a L
St. Croix County
Community Development
CERTIFIED SURVEY MAP
Located in the NW 1/4 of the SW 1/4 of Section 6, T28N, R18W, Town
of Kinnickinnic, St. Croix County, Wisconsin, being Outlot 1 of the
Certified Survey Map recorded in Volume 28, Page 6338, Document
Number 1046248. I I Lot 1 CSM.
Lot 1, C.S.M., V. 18, P. 4831-1.„_ 1
V. 17, P. 4620
Lot 2, C.S.M., V. 9, P. 2559 I I w
I N 00°03'37" E 2636.41' _ 6 6' I—
��,--,— _ j N 00°03'37" E 456.60'_ a Bearings referenced to the
° ' 179.81' r West line o/the SW 1/4 �r a East-West 1/4 Section Line
-� - -� r of Section 6, T28N, R18W,
SW Corner ^' N 00°06'58'W 423.63' assumed to bear N88°04'14"W.
a
Section 6 I w —Z EL--------
T28N, R18W 0
1I j W 1/4 Comer
IQ. Section 6 ;T X Legend .
T28N, R18W c a I Q
l`� (Steel "Survey r ,o County Section Corner
I Mark" Nail) I o. ph monument, found
I (Aluminum Cap unless
I I o ch ,, I otherwise noted).
r` t'v ,,, in cn a
I •o I Q' o o i. 1 1/4" o.d. Iron Pipe,
1 °i °�° Outlot 2 " T found.
I 5 6.025 Acres 262,454 S.F. I r
I Including Road Right-of-Way 0 �� ° 1 1/4" (o.d.) x 18" Iron
O7 )O I O Pipe weighing 1.68 lbs.
I o 5.344 Acres 232,765 S.F. °S p /linear foot, set
I o Excluding Road Right-of-Way .- ILI4 I
So g Z.:: ® Soil Boring.
— — 1 z n 33' 14I Proposed Driveway
co 00N Location.
`^' ? 33.02' I Approximate wetland
423.63' _ location per the
t7 .a " Wisconsin DNR
N 00°08'07" W 456.65' �� i Surface Water Data
_ , I x I . 31/i :Viewer map. If
CD R — Lot
$ " o° : constructing near
Z w 93 o I I .. mapped wetlands,
P w 3.234 Acres 140,868 S.F. a I n a wetland delineation
a - a ®03 Including Road Right-of-Way a I i rn may be required.
Co I
NJ o- I w 3.000 Acres 130,682 S.F. 00
co 100 Owners & Subdividers
Excluding Road Right-of-Way m I A Jeffrey and Melinda Rountree
Iw
I13359 Van Buren St. NE
423.63' 33.02' Ham Lake, MN 55304
200.00' 223.63N 00°08'07" W 456.65' , li p Lot 7 c Daniel P. Kugel 5-2684
io 3.234 Acres 140,868 S.F. n Professional Land Surveyor
c is Including Road Right-of-Way I I w Ogden Engineering Company
'f1 a i0 w w ci 1234 South Wasson Lane
ID nr 00 i. 3.000 Acres 130,682 S.F. w I ,00 ro I - 1 River Falls, WI 54022
r+ N io Excluding Road Right-of-Way °°° I a - I m i0 Job No. 22-3655