HomeMy WebLinkAbout022-1033-39-020 03
`; DePa -W`-"' r SOIL'EVALUATION R (Cr a ' #2038I
!' 1=� o Safety and in accordance with Comm 85.Wis. 1 . Page 1 of '>�
. 1,> Professional Se"vls 3 0 2021
Schmitt Soil Testing, Inc.
County
Attach complete site plan on paper not less than 8%x 11 in s in size. Plan must St.Croix
include.but not limited to vertical and horizontal relerence int(BM),direction and
percent slope,scale or d' ,aortb arratiapc1 and distance to nearest road. Parcel I.O. P 9 -
Part of: 022-10334SW*
Please print all information. Rev)pv+ed BY Det
Personal inrormatan you provide may be used for secondary purposes(Pnvacy Law.s.15.04(1)(m)). L� „ I I, / 1 6 Z Z.I
Property Owner Property Location lit 7G `!1/
Liddle,Vem&Kelly Govt.Lot NE1/4,NE1/4, S12,T28N, R18W
Properly Owner's Mailing Address Lot# Block# Subd.Name or CSM#
475 Division Ave.
0 CSM Pending Approval
City State Zip Code Phone Number City 'Village ❑ Town Nearest Road
Roberts I WI i 54023 I 715-760-1010 Kinnickinnic I 147Th Ave
New Construction Use: [] Residential/Number of bedrooms 4 Code derived design flow rate 000 GPD
Li Replacement ❑ Public or commercial-Describe:
Parent material Sandstone Residuum(Boone loamy fine sand) Flood plain elevation.if applicable NA ft.
General comments Area is suitable for a mound system. System elevation is 99.0'based cif the contour line established at 98.0'. Slope of area is 1%.
and recommendations: Depth to limiting factor is 24'.
Zonis 3(
1 awing# Li❑p Ground surface elev. 97.83 ft. Depth to limiting factor 37 in. Soil Application Rats
Horizon Depth Dominant Color Rados Description Texture Structure Consistence Boundary Roots GPDAf'
in. MunseN Qu. Sz.Cont. Color Gr. Sr Sh. 'Eset 'EIIs2
1 0-14 10yr3/3 none fsl 2msbk mvfr as 2vf 0.4 0.8
2 14-29 10yr4/4 none fsl 2msbk mvfr gw lvf 0.4 0.8
3 29-37 10yr5/6 none fs Osg ml cs — 0.5 1.0
4 37-45 10yr6/4 n� 1 10yr6/8 fs 059 ml cs 0.5 1.0
5 45-72 loyr7/3 "� 2 fs Cemented mvff — — 0.0 0.0
2 Boring# Boring
Pit Ground surface elev. 97.73 ft. Depth to limiting factor 24 in. Soil App1cotion Rant
Horizon Depth Dominant Color Rados Description Texture Structure Consistence Boundary Roots GPM'
in. Munsell Qu.Sz.Cont.Color Gr.Sz. Sh. j 'EMI 'EIta2
1 0-8 10yr3/3 none fsl 2fsbk mvfr as 2vf 0.4 0.8
2 8-24 7.5yr4/6 none fsl 2msbk mvfr gw 1vf 0.4 0.8
3 24-32 lOyr6/4 "�� fsl lmsbk ml gw — 0.2 0.6
4 32-54 l0yr5/3 "�� fed lmsbk mil — 0.0 0.0
•Effluent a1 =BOD5>30<220 mg/L and TSS>30< 150 mg/1 •Effluent it2=BOD5<30 ng/L and TSS _30 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing,Inc Date Evaluation Conducted Telephone Number
1595 72nd St.New Richmond.WI 54017 4/17/2020 715-780-1978
SBD-e3)0(R 07)00)
Property owner Liddle,Vern&Kelly Parcel to s Part of: 022-1033-40-200 Pegs 2 of 3/
3 1 Boring aK Pit
Ground surface elev. 97.83 R. Depth to limiting factor 36 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R'
in. Munsell Qu.Sz.Cont.Color Gr.Sz. Sh. 'Felt •8112
1 0-10 10yr3/3 none fsl 2fsbk mvfr as 2vf 0.4 0.8
2 10-20 10yr4/4 none fsl 2msbk mvfr as lvf 0.4 0.8
3 20-36 10yr5/6 none fs 0sg ml cs 0.5 1.0
4 36-47 10yr4/4 m2d 10yr6/8 fs Osg ml as — 0.5 1.0
10yr6/1
5 47-52 5yr4/4 rtt2d 7.5yr6/8 7.SYr6/2 fsl Om mfr as — 0.2 0.5
d6 52-64 10yr7/3 m 10yOT/2 8 fs Cemented mvfl — ---- 0.0 0.0
4 Boring l Boring
Pit Ground surface elev. 91.73 ft. Depth to limiting factor 27 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft•
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Felt •Eife2
1 0-11 10yr3/3 none tel 2fsbk mvfr as 2vf 0.4 0.8
2 11-27 10yr4/3 none fsl 2msbk mfr Saw 1vf 0.4 0.8
3 27-42 10yr6/4 1o2 Ifs 05g ml gw — 0.5 1.0
4 42-64 10yr7/3 n2d l fs Cemented mvfl — — 0.0 0.0
Boring 0 [7 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/fl'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. °EIfl1 'ERR
•
•Effluent 01 =BOD5>30<220 mg/L and TSS>30<150 mg/L. •Effluent l2=BODS<-30 mg&and TSS<30 mglL
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need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
sec-e3)0(R 07'00) S Sol Teatlnw Inc.
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esm- 3°3I-a3g MAY 032021
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND PART OF THE SOUTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 28 NORTH, RANGE 18 WEST,
TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN;
INCLUDING LOT 1, CERTIFIED SURVEY MAP, VOLUME 8, PAGE 2321, DOCUMENT NUMBER 466655.
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c 1 a, ./ ��B-a /� yn'� oy/ C RNERSECTION 12 I w
W SH 2/OF N� C.B.A.=61,614 SQ.FT. a N /KV -MAR IAA, NORTH r in'*8
o'X / 33.01' S21.94_(' ( • _ /
i
II � 6 ela `- / SCALE: 1 INCH=250 FEET
2 O ._ n I n 8_1 67,030 u+ / — _ 250 100 0 250
V/ ~�J L w �I ��•33 IB-3AB-'il2) )SQ.FT. ' •^, ( r
QI y �� ,521.87',-,� _ 1 I / VERTICAL CONTROL DATUM: NAVD 1988
r in PREPARED FOR:
�• y 11}11( 1 I O ( AcY 1/O' / I I '/I k. VERN&KELLY LIDDLE
! `e 33, 33' ) , 'I T TpL 4 EA ( 1 \ I nnt 475 147TH STREET
�}�.t ti j.1/I ^1 l2, O ACRES
1) �~ ROBERTS,WI 54023
P %�`fs \ 1I��� AR 7R, gF.4,y ; / 'I"r
1 t# 7\ 880, 9 J I I— SURVEYOR:
`� l`` N L�vF f , \ ACRES
pi'S I l i( I I�o Q 1 DOUGLAS J.ZAHLER
A 1 I 1 1\ `r ~ _ J 1 ) ( ` i I cp \ AUTH CONSULTING&ASSOC.
I 1 I ( (` .,of /_J. _�8�,,,•a4.j g1l QI FT. \� ,N v I 2920 ENLOE STREET SUITE 101
/ ) / / ^W^I1.,11^t: _ ^ _ ___ / / o j I DI HUDSON,WI 54016
/"/ J/J /vi''iI4coIin ';� / r( ! ,1 /
/ / / ! ro /r • / / LEGEND
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` ; /// 11I lI / 3 _ i J� / FOUND COUNTY SECTION CORNER MONUMENT
/ J ,
I l /C �1 1 r 1-` / • FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE
J1 Jr f/ ^�jI�I o- / 11
J 0 SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG
j// // /g$ / j.gZ� -- �--- /�1 "I ; I IRON PIPE,WEIGHING 1.13 LBS.PER LINEAR FOOT
triI
,// / / J. I (N88 4650"W 521.671 ' I it ( ) PREVIOUSLY RECORDED INFORMATION
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/ / ( W L (� 1 Bel SOIL BORING
Q�/ f FICO /� L 10WC4U(LD/N. —
P \ — BUIDING SETBACK
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/ �I/N/ • ' i1 O M'r \/ n-1�\p8 ` c0 r'' ,., fN/�if r, INTERMEDIATE 2-FOOT CONTOUR
ti I— Z ,I n a. . _2_3 (q 11 ' 110J, )1;, I ,' C.B.A. CONTIGUOUS BUILDABLE AREA
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