HomeMy WebLinkAbout032-1087-20-000 (2) nE( U�� sr-a0is-0o1
.�_• a art6"' 3 201a SOI EVALUATION REPORT Page #1913
�= GovCounts/Ina ante with Comm 85.Wis Adm Code 7 i� 1104 -.1_ of 6
a� s; Profit al x ment ) chmitt Soil Testing,Inc.
�,,..,.' mumty Develop County
Attach complete site pla om than BY:x 11 inches in size. Plan must Coun St Crook
include,but not limited to:vertical and horizontal reference point(BM),direction and
percent slope,scale or dimensions,north arrow,and locatiirird ditincelo nen road. Parcel I.D.
Please print all lnf-- 032-1087-20-000
Personal Information you provide may be used for se S V V S P D M C X N T 9 8 Rev' By / Dot 8 , 7,-
Property Owner Property Location
Hessler, Robert&Sherry Govt.Lot SE1/4, SE1/4,S32,731N, R1
Property Owners Mailing Address Block/ Subd.Name or CSMR
396180th Ave. 6? CSM 1/130 5.02 Acres
City State Zip Code Phone Number LF-Cpy Village !.. Town Nearest Road
Somerset 1 WI 1 54025 1 Somerset 1 180Th Ave
New Construction Us. ❑ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPO
Replacement ❑ Public or commercial-Describe:
Parent material Outwash (Dickman Sandy Loam) Flood plain elevation,if applizca� NA rt.
General comments Area is suitable for a conventional system with a 0.4 gpolsgft rate. Install system 48'below grade with the contour. 3 trenches
and recommendations: 91.6',91.3',&91.0'. Slope d area is 4%. Borings 1-3 By Calvin Powers 1997 report attached.
4 Boring# - B°nng
Pit Ground surface elev. _ 95.45 ft. Depth to limiting factor 96+ in. Soil Application Rafe
Horizon Depth Dominant Color Redox Description 1 Texture Structure Consistence Boundary Roots GPD#R'
in. Munsell Qu.Sz.Cont.Color 1 Gr.Sz.Sh 'EIN1 'Etr#2
1 0-15 10yr3/3 none si 2msbk mfr as 2c,2f 0.6 1.0
2 15-32 10yr4/6 none fsl 2msbk mfr gw 2f,1vf 0.4 0.8
3 32-42 7.5yr4/6 none sl lmsbk mfr cs 2f,lvf 0.4 0.7
4 42-96 10yr5/6 none fs OW ml — — 0.4 0.7
42"-96'has 1'bands of si lmsbk,reduces rate of horizon to 0.4gpd/sgft.
5 Boring# ' Bering
I Pit Ground surface elev. 95.05 fl. Depth to limiting factor 98+ _in. Soy Application Rate
Horizon Depth Dominant Color Redox Description Texan Structure Consistence Boundary ' Root GPD/ff'
in. Munsell Qu.Sz.Cont Color Gr. Sz Sh. 'Eclat *ERN
1 0-11 10yr3/3 none sl 2rngr mvfr as 1 2c,2f 0.6 1.0
2 11-20 10yr4/4 none sl 2msbk mfr gw 2m,2f 0.6 1.0
3 20-35 7.5yr4/6 none sl lmsbk mfr gw lm,lf 0.4 0.7
4 35-40 10yr5/6 none Ifs lcsbk mvfr gw if 0.5 1.0
5 40-59 10yr5/6 none fs Osg ml gw I 1f 0.5 1.0
r 6 59-84 10yr5/6 none grs Osg ml CS — 0.7 1.6
I
7 84-98 10yr6/4 none cos Osg ml — ' 0.7 1.6
•Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOO <_30 mg/L and TSS<30 mgll
CST Name(Please Print) Signature: �- CST Number
Thomas J. Schmitt ���.L� 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Concluded Telephone Number
1595 72nd St.New Richmond,WI 54017 /0-S`-.20/ ? 715-760-1978
sao.aw(Rmxq)
•
• Page Z of 6
Conducted by: Conducted For:
Schmitt& Sons Excavating, Inc.. Name: Robert&Sherry Hessler
Thomas J. Schmitt, CST 227429 Address: 396 180th Ave.
586 Valley View Trail City, State, Zip: Somerset,WI 54025
Somerset,W 154025
Phone: 715- ��`1978 PID: 032-1087-20-000
8giwue �j Lot No. : 6 CSM 1/130 5.02 Acres
Date /0 ' vk)/7 Legal Description: SE1/4 SE1/4 S32 T3 IN RI9W
■ Badchoe Pit Township, County: Somerset,St.Croix County
A Bench Mark 1 El. 100.00'Top of nail in 10"Cedar tree(BM from 1997)
A Bench Mark 2 El. 103.10' bottom of siding on South East corner of house
Slope= 4%
Scale 1"= 50' • Bola;MG 1- 3 ay cAto.y Pows/Z /?97
s-,.29- SU-
NOTE: For full view of Lot see Aerial Photo (Page 4 of 4)
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• Wiaconein Department of Industry. SOIL AND SITE EVALUATION REPORT Page of..
Labor,and Human R.laorx b
Diviaionof Safety a Buildings in accord with ILHR 83.05,Wis.Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size Plan must include,but 5 T, r o k
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I D I
dimensioned, north arrow,and location and distance to nearest road D3 e2 - /0 S'7 - a?.°
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROP T\\Y OWNER: PROPERTY LOCATION
DDa.r*" Yke s /-i .-- GOVT.LOT 55 1/4 Sf 1/4,S 3.1 T 3/ ,N,R /9 qor)W
PROPERTY OWNER':S MAILING ADDRESS LOT I BLOCK I SUBD.NAME OR CSM I
CITY,STATE 5 3 S c ZIP COODDEE` PHONE NUMBER ['CITY ['VILLAGE EITOWF4 `'� 6. EARESTLIO �.O D 7�
.5-tr/1L.kite.►. WI h1 S 56 Er 7 vow 5 rsr7'T Q r 5 o f /to —
pc) New Construction Use (ICJ Residential!Number of bedrooms 3 ( J Addition to existing building
j J Replacement f J Pudic or commercial describe
Code derived daily flow 430 gpd Recommended design loading rate _bed,gpd/tt2 rs trench,gpd/1t2
Absorption area required/LI$ bed,ft2 9bO trench,ft2/ Maximum design loading rate • h{ bed.gpd/ft2 •S trench,gpolt2
Recommended infiltration surface elevation(s) 9, , / ft (as referred to site plan benchmark)
Additional design/site considerations ,von...---
Parent material ED •.-mot L,) m...4\ Flood plain elevation,if applicable NA ft
S-Suitable for system CONVENTIONAL MOON) IN GROUND PRESSURE AT GRADE SYSTB.I IN FILL HOLDING,�T
U .Unsuitablelorsystem JS ❑u Cgs ❑u (as ❑u ❑s Su ❑S Su ❑S AU
SOIL DESCRIPTION REPORT
Boring 11 Horizon Depth Dominant Color Mottles Texture Structure Consistence BxnBy Roots GPD/ft2
in. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. Bed jTfench
1 / o-8 /o7R /!Z Now / _ , ....sbit ,..+icr , w ,S •L
Z d- a6 /OyR3/Sf nlo,.a. Si ! r,.Sk J!r,JrIr. 14J IS • 'T ,S
Ground - -37 7. 5-7evy _p,o....e. 5/ 2 rn sbk MVSr qJ 1� , 4/ 5
14 0-. `/ 39-PI 7, Cyr 1i. , Al D ma. S 0 s3 w.l V— ' 5 '4
Depth to /
limiting
factor
Remarks:
Boring #
root / 0`8 /ono y,2 Iv..-c I .? -r, 56k rn0Sr- y w 1;, , S •
La 3 t. ,,,0 ,ayR. y/7 _ tv r^..e 3, 1 ar r 3bIC M-6r L3 li- ,9 , S
Ground 3 pb-912 /o7r y/3 rro••. S v 5� nl ) - , 5 •L
elev.
ft.
Depth to — -
limiting
f29‘•
Remarks:
CST Name.—Pl.as.Print . Phone
L�1urt^ nwe. r� 7/S —e?yb- S�3"s
Address. it,469 /5'f 1 .4,►e..- {ylftZ Rt rv‘.0 ws5f817
SiprWtr.: Date 7-o?a 7 CST Number
'7 s1i
PROPEREYOWNER sL .- SOIL DESCRIPTION REPORT Peie •
PARCELI11.0 n - ON" ao
Depth Dominant C Ou.S olor
olor Make Structure G P DMZ
Boring Horizon . Texture Coreisteme Wintry Roots
in. Munseli z.Cant C Gr. Sz. Sti. Bed Tient
El: di in•/° /0,4,91Z I n't U;r 4,4 F
.2 /o-30 /67W
5.' 64K kr. t IA) I; , C
Ground 3 3 0-10 Or 5/, . a rat st i/4. . 9 ,
eiev.
Wit ft• f. 46-88 /07Rry _5 653 'Yr% — - s
DeØlb
limibng
factor
tk
Remarks:
Boring I
Ground
Ow.
ft.
DePltrIo
kmrg
factor
•
•
.•
Remarks:
Borings
El
Ground
DePII lb
Milky
tailor
Remarks:
BoringS
remi
Ground -
elev.
It
Dept
binding
balm
Remarks:
S8D-6330(R.0992)
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