HomeMy WebLinkAbout032-2003-30-100 (4) G 57-%2D22— 0(.0°
' Ws. Dept of sat R.ELiL1,aftB. SOIL EVALUATION REP! 1 Page
Division of Safety =nd Buildings di6M0 of 3
MAY 0 2 2.0tiaccord nce with SPS 385, Ws. Adm. Code / [
County St. Croix 111 f aJ(ta St Attach complet>site plan on paper not less than : 1/2 x 11 inches in size. Plan must
indude,but not fluted toss arld,hagzontal .ference point(BM),direction and Parcel I.D. from 032-2003-30-100
percent slope, .ltg pfleiort®\noliitrarrow, nd location and distance to nearest road.
Please print all information. Re / ,,by /4 Date
Personal information you provide may be used for secondary purposes(Pnvacy Law,s. 15.04(1)(m)). /n,//� // �� I Q I�y
Property Owner Property Location lGN ���/// (((///III o+
El
64 Land Company, LLC Govt.Lot NW 1/4 NE1/4 S OIT 30N R I9E(or0)WW
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
10922 Stonebidge Tr. 03 na 1ropest11'e9M 32 - 7I3S
City State Zip Code Phone Number ❑City EIVillage Drown Nearest Road
Stillwater 1 MN 1 55082 1 ( ) Somerset 1 180th Ave. &St. Rd.64
CINew Construction Use CIResidential I Number of bedrooms TBD Code derived design flow rate TBD GPD
EiReplacement 0 Public or commercial-Describe: /�
Parent material Glacial Outwash Dam v 'liairk4 flood Plain elevation if applicable Pia 71)t0( X R
General comments Soil Evaluation completed for subdivision review purposes. Additional soil evaluation may be required prior to
and recommendations: POWTS design and installation. Site suitable for mound dispersal cell. Design loading rate=0.4 gpd/sq. ft.
Proposed infiltrative surface elevation= 102.25'at 6"above 101.75'contour.
1 Boring# El Boring
Q Pit Ground surface elev. 101.67 ft. Depth to limiting factor 39" in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPDMt '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Ef#1 •Eff#2
I 0-9 IOYR3/3 NONE sl 2fgr mvfr aw 2vf,f 0.6 1.0
2 9-15 IOYR4/4 NONE lvfs Osg ml ai lvf,f 0.4 0.6
3 15_39 IOYR4/4 NONE lfs/s/cos Osg ml aw lvf 0.5 1.0
4 39-69 10YR4/4 f2f7.5YR518 Ifs/s/cos Osg ml aw lvf 0.5 1.0
saturated flow observed at 39"
2 Boring# ❑ Boring 101.59 33"
Q Pit Ground surface elev. ft Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Efl#1 Iff#2
1 0-8 I0YR3/3 NONE sl 2fgr mvfr cs 2vf,f 0.6 1.0
2 8-17 10YR4/4 NONE Is/Ifs Osg ml aw lvf,f 0.5 1.0
3 17-33 10YR5/4 NONE s Osg ml cw - 0.7 1.6
4 33-76 7.5YR4/3 mid5YR4i4 lvfs/ls/s lcsbk ml - - 0.4 0.6
saturated flow observed p461"�
•Effluent#1 =BOD 5>30<220 mg/1_and TSS 130 <150 g/L • #2=BOD 5<30 ng/L and TSS <30 mg/L
CST Name(Please Print) nature CST Number
James K.Thompson 30021
Address Date Evaluation Conducted Telephone Number
340 Paulsen Lake Lane,Osceola, WI 54020 April 27,2022 (715)248-7767
SB13-8330(RI I/1 I)
Property Owner 64 Land Company,LLC Parcel ID# from 032-2003-30-100 Page of
2 3
13 Boring
3 Boring# a Pit Ground surface elev. 99.66 ft. Depth to limiting factor 46" in. I Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure :onsistence Boundary Roots _ GPD/lt '
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. ff#1 *_ff#2
I 0-9 IOYR3/4 NONE sl 2fgr mvfr cs 2vf,fm 0.6 1.0
2 9-15 10YR3/4 NONE Ifs Osg ml cs Ivf,ftn 0.5 1.0
3 15-37 10YR4/4 NONE Ifs Osg ml cs lvf 0.5 1.0
4 37-46 10YR4/4 NONE lvfs Osg ml cw - 0.4 0.6
5 46-69 10YR4/4 f2f 7.5YR5/8 fs Osg ml - - 0.5 1.0
saturated flow at 46"
Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure ;onsistence Boundary Roots GPD/ft '
in. Munsell Qu. Sz. Cont Color Gr.Sz.Sh. 'Sfl#1 •tff#r2
Boring# la Boring
Pit Ground surface elev. ftDepth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft 2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
•Effluent#1 =BOD 5>30<220 mg/L and TSS>30 <150 mg/L 'Effluent#2=BOD ,<30 mg/L and TSS <30 mg/L
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rrC.B.A. AREAS (EXCLUDING SEPTIC)
MqY 022022 C�m_ " -oI ) LOT 1 - 3.2 ACRES
LOT 2 - 4.8 ACRES
st. Croix County LOT 3 - 1.81 ACRES
Community Development LOT 4 1.21 Acres
CERTI FI E RVEY MAP \\�\\ 30%SLOPES
LOCATED IN THE FRACTIONAL NW1/4 OF THE NE1/4 OF SECTION 1,T30N,R19W,
TOWN OF SOMERSET,ST.CROIX COUNTY,WISCONSIN.
A. IIIIIIIIIIIIIIIIIIIIIIIIIIIII 25%SLOPES
LEGEND .44
efV`�' >lz%SLOPES
0 ST.CROIX COUNTY SECTION CORNER POSITIONED A
FROM COUNTY COORDINATES.POSITION VERIFIED
WITH MONUMENT AS NOTED OR TIES OF RECORD
BEARINGS ARE REFERENCED TO THE NORTH-
❑ 3/4"X 18"IRON REBAR SET WEIGHING SOUTH 1/4 LINE,SECTION 1,BEARING NOO°09'04"E.
1.50 LBS. PER LINEAR FOOT (ST.CROIX COUNTY COORDINATE SYSTEM).
• 1 5/16"IRON PIPE FOUND THIS INSTRUMENT DRAFTED BY EDWIN FLANUM
JOB NO: 22-14 DWG: CSM
• 3/4"IRON REBAR FOUND DRAFTED: 3/31/2022 FIELD: 3/09/2022
PROPOSED DRIVEWAY LOCATION(FINAL LOCATION "This map contains areas that are subject to the Shoreland
DETERMINED BY TOWN OF SOMERSET)
Overlay Zoning District. Additional restrictions apply. Contact the
® SOIL BORING Community Development Department for further Information"
N1/4 COR.SEC. 1 STATE TRUNK HIGHWAY'64'
-
S89°17'02"E 312.70' �----....
21E,L53 5 — . \\ 589°17'02"E 370.1
0 655T ' -- %O\ \ SE
w ! \ \% SURVEYOR
LOT
$ N 5.68 ACRES 1 O •. ' EDWIN C FLANUM
°o u, 247,553 SQ.FT, . , i e NORTHLAND SURVEYING,INC.
'I o =- S. rn P.O. BOX 152
z ML N89°17'02"W 727.85' \ 0' AMERY,WI 54001
op s72.OT — a _ 288-ss — fl —16 0' r
ill = NG _ ACCESS PREPARED FOR:
N18°45'48`E 104.42 r " DPdv- J _ — — x ././
Z94:13'"— '. p �;.4,/.•>:..;• CARSON SCHIFSKY
S87°54'40"E 52.38' S89°1702'E 560.55' -\ .\ //�i'• 10922 STONEBRIDGE TRAIL N.
�I r S ' 1J I / .} STILLWATER,MN 55082
07i
v ., Z P a"W 555,14' I \ \ V• c . /�r
of e r "r r ^; w;;. of
I r 1 4.1:i l t II
al o ( 502.49' o/' II'pl�,i11l; 4 ;, i� kl
�i I I,,,,, Y 111 LOT 3 AREA
a v III i"I III °% /�� 1 jl 3.19 ACRES INC. R/W
N Cl N I- >�f .�1��// %/
o ^ v, M I T it"%���//j/r,/���1 N
138,992 SQ. FT.
_ __ __;4_ ___ —o o . i i 3.03 ACRES EXC. R/W
m M 0 ri,'-',4,-;;;;;;;(;:,?,i /il l/ii/ I i' Q
Ic� I63,• vs• /, 131,855 SQ. FT.
UI i Z ® \ // /./ �i j/. F
of 2.sr ///��/ LOT 4 AREA
+ I ?9 10 ,� —�77.4P i/ I N 3.63 ACRES INC. R/W
N89°59'39"W 660.00' a 15 SQ. FT.
EXISTING o I 2 0 3.17 ACRES EXC. R/W
_ _ _ _ I W (DRIVEWAY LOT i-C S of ,g, I " 138,089 SQ. FT.
�Z.141—1 �i V. 4 P. 1037 DOC. #369360 I IIIIIIIII IIIIIII
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01�l,I i_ SOUTH LINE OF THE NW1/4- NE1/4