HomeMy WebLinkAbout032-2003-30-100 (5) REC EMCEE CC7T— 2,02z - o(P(
• Wis. Dept.of Safety and Pro ssional anrioe�2 2022 SOIL EVALUATION REPO AI p 1 of 3
Division of Safety and Buildin s 6 4 C,I0t a
in accordance with SPS 385,Wis. Adm. Code
County St. Croix 711
Attach complete site plan o p r Mbt r ' `c4' 41,1 in es in size.Plan must
include,but not limited to: t(BM),direction and Parcel I.D. from 032-2003-30-100
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
Please print all information. Re ewed Date,/
Personal information you provide may be used for secondary purposes(Privacy Law,a. 15.04(1)(m)). I 61[C 1??
Property Owner Property Location YYYY!!!! ❑ El
64 Land Company, LLC Govt Lot NW 1/4 NE1/4 S O1T 30N R 19E(or)W
Property Owner's Mailing Address Lot# Blodc# Subd.Name or CSM#
10922 Stonebidge Tr. 04 na -4 eposed'CSh7[ )z- 71,5
City State Zip Code Phone Number QCity EIVllage [Yawn Nearest Road
Stillwater 1 MN 1 55082 1 ( ) Somerset 1 180th Ave.& St. Rd.64
Q New Construction Use CIResidential/Number of bedrooms TBD Code derived design flow rate TBD GPD
0 Replacement 0 Public or commercial-Describe:
Parent material Glacial Outwash 6011111_ lood Plain elevation if applicable Na 2.0N, X ft.
General comments Soil Evaluation completed for subdivision r iew purposes. Additional soil evaluation may be required prior to
and recommendations: POWTS design and installation. Site suitable for mound dispersal cell. Design loading rate=0.5 gpd/sq. ft.
Proposed infiltrative surface elevation= 105.00'at 18"above 102.50'contour.
I Boring# D Boring
Q Pit Ground surface elev. 103.52 ft. Depth to limiting factor 43„ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure ;onsistence Boundary Roots GPD/ft '
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. •Eff#1 'Eff#2
1 0-I I 10YR3/3 NONE sl 2fgr mvfr aw 2vf,f 0.6 1.0
2 11-26 10YR4/6 NONE fs Osg ml ai lvf,f 0.5 1.0
3 26-37 10YR5/4 NONE s Osg _ ml aw lvf 0.7 1.6
4 37-43 IOYR4/4 NONE fs Osg ml aw lvf 0.5 1.0
5 43-59 10YR4/4 12f7.5YR5/8 lvfs 0sg ml aw - 0.4 0.6
6 59-71 IOYR4/4 t2f7.5YR5/8 vfsl Om mfi - - 0.2 0.5
saturated flow at 43"
2 Boring# El Bating 100.76 18"
Q pit Ground surface elev. R Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft '
in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
I 0-4 10YR3/4 NONE sl 2fgr mvfr cs 2vf,f 0.6 1.0
2 4-18 10YR4/4 NONE Ifs 0sg ml Cw lvf,f 0.5 1.0
3 18-23 10YR4/4 nfl0YR4/6 lvfs Osg ml Cw lvf 0.4 0.6
4 23-40 10YR3/3 mid7.5YR4/4 gr sl Icsbk mvfr aw - 0.4 0.6
5 40-60 10YR2/1 NONE gr sl Om mefi - - 0.2 0.6
saturated flow 40"
•Effluent#1 =BOD 5>30<220 mg/L a TSS>30 150 mg/L - uent#2=BOD 5<30 mg/L and TSS <30 mg/L
CST Name(Please Print) Sign um CST Number
James K.Thompson 30021
Address te Evaluation Conducted Telephone Number
340 Paulsen Lake Lane,Osceola, WI 54020 April 27,2022 (715)248-7767
SBD-8330(RI1/1 I)
Property Owner 64 Land Company,LLC Parcel ID# from 032-2003-30-100 Page 2 3
of
3 Boring# Boring 103.66 39"
D 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. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. �ff#1 ':f812
I 0-7 10YR3/4 NONE sl 2fgr mvfr cs 2vf,fm 0.6 1.0
2 7-II 10YR3/4 NONE Ifs Osg ml cs Ivf,fm 0.5 1.0
3 11-17 10YR4/4 NONE Ifs Osg ml cs I of 0.5 1.0
4 17-39 10YR4/4 NONE. fs Osg ml cw 1 of 0.5 1.0
5 39-49 IOYR4/4 f2d 7.5yr4/6 fs Osg ml - - 0.5 1.0
saturated flow at 43"
Boring# Boring
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. MunseN Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •_tf#2
Boring# la Boring
Pit Ground surface elev. ft Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft '
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/I.
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C.B.A. AREAS (EXCLUDING SEPTIC)
MAY 0 2 ZOZZ Cfm_a�a-o IRii ,„zoi.413 :,/ ;_,....,;0__.,
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
LOCATED IN THE FRACTIONAL NW1/4 OF THE NE1/4 OF SECTION 1,T30N,R19W, \�\\\ 30%SLOPES
TOWN OF SOMERSET,ST.CROIX COUNTY,WISCONSIN.
LEGEN ^� !r1 A,-L IIIIIIIIIIIIIIIIIIIIIIIIIIIIII 25%SLOPES
DQt1 i >12%SLOPES
e ST.CROIX COUNTY SECTION CORNER POSITIONED
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'
Niy " S89°17112"E 312.70' f__________
n, °5 � �� " T 111 SE a 589°1T02"E 370.15-1_
♦_ 65 /O •$ /, i `1^�, Gam\.
lr !ri �LOT.1 LLLJJJ.\• .- SURVEYOR
N 5.68 ACRES O\� '\ EDWIN C FLANUM
c Y I 247,553 SQ.FT. , \ \'o NORTHLAND SURVEYING,INC.
Si I z i' L N89°17'02"W 727.85' \\�• " P.O. BOX 152
J 272.00' —. -1::-, ` 288'SS — — 0, AMERY,WI 54001
e❑
+ �'";'I"�r�_ ACCESS — :.;i ' PREPARED FOR:
N18°45'48"E 104.47 •
292I,Tr" 26b7(2' „/,i,• ; CARSON SCHIFSKY
S87°54'40"E 52.38' $89°17'02"E 560.55' rv.` ,��i.':- 10922 STONEBRIDGE TRAIL N.
�I . d li /•j,}• STILLWATER, MN 55082
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giI �I \ II I!I„;;;,''�'��/% . ZI LOT 3 AREA
2 III I''i III /� o// JI 3.19 ACRES INC. R/W
I L- ,,,;' III w �' `�., 1" /�/i/� /i; 138,992 SQ. FT.
o 7 I T ' II.•' ///i // A•14 , r
�! // r ,-: Ei 3.03 ACRES IXC. R/W
= ri `n $ I IuII III /i//�/.. i 63,r/�i:.4 /, I ,;.3. 131,855 SQ. FT.
U i K�^ Z I \ \I y/ // ////�� • I v
® \\ %, I LOT 4 AREA
of I �e2.sr ;;'�/f„
2 ''rill
229.30' o�.\� —�17.A /•�i/, i/ I Q 3.63 ACRES INC. R/W
N89°59'39 W 660.00' % �, 158,240 SQ. FT.
DUSTING o I 0 3.17 ACRES EXC. R/W
_ _ _ I LI' 'DRIVEWAY o I v' 138,089 SQ. FT.
¢ LOT 1 -C S.M. IIIIII
�� V. 4,P. 1037 DOC. #369360 W I IA IIIIII'
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0' SOUTH LINE OF THE NW 1/4 NE1/4 L—