HomeMy WebLinkAbout040-1247-10-000 V#scunsin Davarmwnt of Industry, SOIL AND SITE EVALUATION REPORT Page i of
L wr and Human Relations
rAvisoon of Satoty S Suddin93
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 ST. CROIX
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL 1.0.#
dimensioned,north arrow,and location and distance to nears U_ a U _ to - 06v
APPLICANT INFORMATION-PLEASE PRINT _t1R�Yl. YID REVI O BY 7 OAT
PROPERTY OWNER: ' Ili
REC iV FM ERTY LOCATION E 1/2 24T 28 NR 20
TOM RUEMMELE & JOHN AND BARB LE �` � 1/4W 1/2S 19T 29 NR 19 -&(ar)W
PROPERTY OWNER':S MAILING A00RESS La" -f3t:9('I(�It SU80.NAME OR CSM 0 260 COUNTY ROAD F APP 1 3 41.1 TROY VILLAGE
CITY,STATE 41P CODE NE IUMWRCRO1x 'l I AGE OWN NEAREST ROAO
HUDSON WISCONSTN 54016 ) Sa Li rrV A I "&A
'New Constnx:tion Use JX J Residential/Nu o s
! J Replacement ( J Public or comme �t [ 1 Addition to existing building
Cade derived daily tlow 600 9Pd Recommended design loading rate 01 ¢bed,gpoltt2 — trench,
9pW I
Absorption area required OD bed,9 SOD tech,9 Maximum design loading rate &,g bed,gpd/tt2 0,4 Mich,gp02 r
Recommended infiftbon surface elevations) BY DESIGNER h (as referred to site plan benchmark) ',
Additional design(site considerations SEE i(/o TES Dill E 3 y r !�
Parent matenal _Flood plain elevatbn,if applicable N/A- (t
FU-Suitable for system CONVENTIONAL ND IN GROUND PRESSURE I AT-T•s AOEE I o� I ❑ OWG S?o-Unsuitable for system ❑S NU aS ❑U ❑S (�U TANK
nil SCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles Structure GP /ft
in. Munsell I Qu•Sz.Corn Color I Texture Gi St Sh Cormance IBourimy Roots
Bed Trertcri
Is 19 A 0-8— 4/3 --- sil 2msbk mfr cw 2v f-f .5 10.6
B1 8-26 IOYR 5/6 I mfr I�
sil 2 cw of .5 !0.6
Ground B21 26-29 IOYR 4/6 ---
elev. leshk mfr cs Lvf •4 .5
93Q,_ft. B22 129 42 IOYR 4/6
fl lcsbk mfr cs Lvf -
--
Depthto R 2-46 IQYR lmst
limiting --- --- --- -- --- ---
r
29
Rem Siu r r n mfi Lie su 1-4c�c-2- -fin 12" a•t ,ae tGPD/ft s tea.
Depth Dominant Color .
Boling# Horizon I � Texture I - Structure I in. Munsell Qu.Sz,(Cara.Color Gr. Sz. Sh. Cortsistenoe Botri ttfy Roots (Trench
A 0-12 IOYR 4/3 2msbk mfr
93�� -° sil cw 2vf-
0.5 10.6
O
�
I QYR ---
,J LD'r B 1 -
Gro J3 ___
� B2 25-36 IOYR 5/6 sil 3msbk mfi cw lvf
LO �O6
932,lft. B3 36-43 7.5 YR 4/4 --- scl mfi .1
Depth to R c lvf 0.2 �0,3
3 46 OYR 8/3 ---
limiting lmst ---
--- --- -- --- _--
factor
43"
Remarks:
CST Name•.--Rem Print jAMES D. FILKINS
Ph we',
(715) 425-7831
AddruL
OGDEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 54022
Signaorre: Oats:
'�" �%7 CS7 Ntrttbar:
CSTM03988
PRGP fr'ygMER SOIL OESCRIPTION REPORT Page 2 of 2
PARr;r'-l-1.0.A
Nonzon Depth 0ominant Cafor ' Wines Structure.n
. I Munsell Qu.a Coo Cafor I Texture Gr. Sz. Sh. I ��� Roots�UGPOMlll-
I eo 'T �,
Boring#
A 0-12 10YR 4/3 --- it 2msbk
{3200 {
B1 12-22 10YR 5/6 --- sil 3m bk mfr cw lvf-JrQ.5 0.6
B21 122-26 10YR 4/6 --- sl lcsbk mfr cs lvf 0.4 ' 0.5
Ground
elev. B22 26 29 10YR 4/6 tflf 5YR 5/7 sl lcsbk mfr cw lvf --- ---
928...8_.ft.
Depth to B23 29-33 7.5 YR 4/4 --- gls lcsbk mvfr cs lvf --- ---
limiting R 33-36 10YR 8/3 --- lms t --- --- --- -- --- ---
factor
2_
Remarks:
Boring #
Ground
elev.
ft.
Depth to
lin"ng
factor
Remarks:
Boring
Ground
eiev.
Depth to
limiting
factor
Remarks:
Boring #
GraurM
e1w.
ft
Depth to
lin>�ing
factor 71
Remarks: -
S80-es�•OfR.Ot61oZf
f
� PAGE 3 OF 3
SITE PLAN
f
49 7- 3Z SCALE: 1 " = 401
� $ �tjD
r
8--193 °o
L0r39, Zoe
1
NOTES: PROVIDE MINIMUM OF 2' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND.
MOUND TO BE A MINIMUM OF: 25' FROM DWELLING: 50' FROM WELL; 5' FROM LOT LINE.
OGDEN ENGINEERING CO.
JAMEff D. FILKINS, CSTM03988 Civil Engineers & Land Surveyors
/ 113 W. Walnut St. River Falls, WI 54022
DATE: / °/� (715) 425-7631