HomeMy WebLinkAbout016-1013-20-000 RE(�skY`i'�, --) •
, Cs r Joao — 3113
OCT 2 8 2O20
Department of Sealy and Services Pails 1 of 2
dlrldusT{ySq(y1Devel p '71/ (I/ P
' pevelopment SOIL EVALUATION REPORT I T
Community
In accordance with SPS 385,V . Adm. Code Co RC OD(
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 and horizontal reference point(BM),direction and percent slope, Parcel I.D. I' - I015'20-00G
scale or dimensions,north arrow,and location and distance to nearest road.
Please print an information. - ` N /„■�i[//I I i! /
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Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1Km)). rr,Yr/1
Property Owner Property Location El12511
MIKE MAES Govt.Lot part of SW % NW % S 6 T 30 N R 15 E (or) W
Property Owner's Mating Address Lot if 2 Blodt I Salti4Mnreer•CSMB Fla-;A,L�
W109 CENTRAL ST paoteMal I CSM 24-5701 J
City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road
SPRING VALLEY I WI 154767 I (715)781-2737 I I GLENWOD I CO HWY'D'
®New Constnxxion Use:®Residential/Number of bedrooms g Code derived design Bow rate 300 GPO
❑Replacement 0 Pudic or com I-Describe:
Parent material GLACIAL DRIFT&LOESS (7 Ardikis f t/JJ Flood Plan elevation n applicable ELL_R 20 neX
General comments and recommendations: REC END A MOUND,HAVING A CENTERLINE LOCATED ON OR NEAR THE 102.3'CONTOUR
Boring$ ❑Boring
1 Boring
®Pit Ground surface elev. 102.6It. Depth to limiting 1,1iL
Soil Appncation Rate
Horizon Depth DomiarM Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
In. Menem Qu.Az.Cont Color Gr.Sz.Sh. 'EIIf1 •E1p2
1 0-7 7.5YR 3/2 — d 21gr m6 gs 2f 0.4 0.6
2 7-12 10YR 5/4 — - d 2fsbk mfr dw 14 0.4 0.8
Q. 3 12-15 10YR 4/6 — d 2fabk mfr 9w 114 0.4 0.6
4 15-27 10YR 4/6 f1d 7.5YR 5/8 i1 d 2febk mfr dw 1vf 0.4 0.6
ad 10YR 6/3 .
5 27-36 10YR 4/4 t1d 7.SYR 5/8& d t fable mfr dw — 0.4 0.7
Ad 10YR 6/3
6 36-52 7.5YR 4/6 eip 7.SYR 5/8& Os Osg ml t7w — 0.7 1.6
r2p 7.5YR 6/1
7 52-62 SYR 4/4 — sd Om mfi — — 0.0 0.0
El 2 Boring I ®Pp Ground surface elev. 102.6 ft Depth to limiting facto 25 in. -4'
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/Fe
In. Munsell Qu.Az.Cont Color Gr.Sz.Sit. •EOf1 •Eflf2
1 0-9 7.5YR 3/2 — d 21gr nntr ds 2f 0.4 0.6
2 9-13 10YR 5/4 — d 2fsblc mfr dw 1vf 0.4 0.8
3 13-25 10YR 4/6 — d lfabk nth dw 1vf 02 0.3
4 7. .ii25-38 7.5YR 4/6 rZ — pis Osg ml gi — 0.7 1.6
5 36-50 7.5YR 4/8 , , mlp 7.5YR 5/8 ti ads gag ml 9w — 0.7 1.6
m2p 7.5YR 6/1
6 50-58 7.5YR 4/4 — sd Om mil — — 0.0 0.0
•Mental=BOO,>30s220mg/L and TSS>30s150 • gtl2-BOO >30s220ma and TSS>305150mpg.
CST Name(Please Print) CST Number
CHRIS FREDERICKS �r 71618
Address Date Evalua ed Telephone Number
499 4 1/2 Ave,Clayton,WI 54004 10/25/20 715.419.0127 38O4330(R04/15)
r.
3 Boring• El Boring
®Pk 'Ground surface elev.101.8 ft. Depth to limiting factor gQ in.
Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Mansell Qu.Az.Cont.Color Gr.Sz.Sh. ,ERS1 ,E1fi2
1 0-6 7.5YR 3/2 — d 2fgr mfr gs 21 0.4 0.6
2 6-11 10YR 5/4 — d 2fsbk rnfr dw 1vf 0.4 0.6
3 11-20 10YR 4/8 — d lfabk nib gi lvf 02 0.3
4 20-28 1OYR 4/8 c2d 10YR 6/3 d lfabk mfr dw — 02 0.3
5 28-47 7.5YR 4/8 — grill 0sg ml gw — 0.7 1.6
8 47-56 5YR 414 — sd Om mfi — — 0.0 0.0
If ElBong
Boring 0 PIt Ground surface elev. ft. Depth to limiting factor in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft
In. Munsel Qtr.Az.Cant Color Gr.Sz.Sh. ,E1V$1 ,EM2
Boring ElBori g
❑PIt Ground surface elev. 1t Depth to limiting factor_in.
Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Mansell Qu.Az.Cont.Color Gr.Sz.Sh. ,ERf1 ,Eff82
•Effluent 1/1 =BOO,>30 5 220 mg/t.and TSS>30 5 150 mg& •Effluent$2=BOD.>30 s 220 mglt and TSS>30 s 150 mg/t.
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SOIL TEST LOCATIONS
( 'm-aaao,067
CERTIFIED SURVEY MAP HFCQIVE ID)
PART OF GOVERNMENT LOT 2 LOCATED IN PART OF THE NOV 02 2020
FRACTIONAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 30
NORTH,RANGE 15 WEST, TOWN OF GLENWOOD, ST. CROIX St crotx Lounty
COUNTY, WISCONSIN; INCLUDING LOT 1 OF CERTIFIED SURVEY Community Development
MAP, VOLUME 24, PAGE 5701, DOCUMENT NUMBER 915177.
� Northwest Corner C ��`G{t.. ,L
T Section 6-30-15 PREPARED FOR:
-N i, Survey Mark Nail UNPLATTED Michael Maes
ml n LANDS 3050 Central Street
of o (N89'40'35"E) Spring Valley,WI 54067
12` N89'41'20'E 894.75'
SO5'
p0' 341,402 sq.ft. (844.85) 322,404 sq.ft.
I 7.838 ocres 7.401 ocres
a0' 5o'I'a incl. r-o-w I i well excl. r-o-w
I^' ❑
g .81 r 0 ❑sheds0L0t 10 O n
N o o w house sh%‘66'..i.' tp q Deds m i7
rn
I
UNPLATTED I N89'41'20"E I shed I N89' ' 0"E
LANDS 50i00' 379,14' 5. 6'
•
329ta''123.35' creP
dI wY . 44.68' N89'41'20"E\4 .30
I ; S51'37'05"E N51' 5"E l.ys.
_� Y
NI n , UNPLATTED
3 ry
>, l r L 0t 2 Q4`-''o' #3 LANDS .
O ' 40 50'I 2 'L4'�` e o
r ^ I 491,601 sq.ft. c0 N N
= c I I N89 42 29'E 11.286 acres • 'En'
y z I Incl. r—o—w ,n
c I knI.n
L.L. I I 468,938 sq.ft.
+I g
10.765 acres
T I IZ excl. r—a—w
I33'33'
J I
S
0 I Ij09' 821 50' DRAFTED BY:
0 Joel A. Brandt
I l l N88'39'43"W 854.59'
:rip-, (N88'a0'2o"W) JB SURVEYING LLC
UNPLATTED
oil. LANDS
,z Each parcel on this map is subject to State and
West 1/4 Corner County laws, rules and regulations(i.e.wetlands,
Section 6-30-15 W minimum lot size,access to parcels,etc.).Before
Survey Mark Nail purchasing or developing any parcel,contact the
Community Development Department and Town
Board for advice.
XLot 2 and Outlot 1 are zoned R-1,Residential
District which allows 1 principal dwelling per 10
I acres;therefore,0 additional lot splits are available
.�• SCALE: 1" = 200'
W •'1==— 6 while zoned as R-1. Please contact the Community
i•;� Development Department for more information.'
LEGEND ° zoo' 400'
..1 a Found Government Corner
North is referenced to the (ties verified) Completion Date
West Line of the Northwest o Set 3/4" x 1B" Iron Rebar September, 2020
Quarter of Section 15-28-15, weighing 1.502 lbs /foot
which bears NO0'17'31"W a.... Found 3/4" Iron Rebar
1St. Croix County Grid System) (0.00'). Recorded data Sheet 1 of 2 Sheets