HomeMy WebLinkAbout038-1131-10-080 i kfu 5n CST_, 019 - 3i0
Wis.Dept.of Safety a Iona.1 vic s ', 4-1-311 ALUATION REPORT page 1 of 3
Division of Safety and 8uildingss
in accordance with SPS 385,W . Adm. Code
County St Croix
Attach complete site plan on paperneHess1h 8 1/2 x 11 inches in size.Plan must
include,but not limitedto:vertical and horizontal reference point(BM),direction and Parcel I.D Vlu} 0'f non
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. D )11 1J 1-(D- oW
Please print all information. Re/l` b(/y 4 [ Date ��}��1
Personal information you provide may be used for secondary purposes(Privacy Law,S.15.04(1)(m)). `J/ �Jb - I.,. 1 II/✓G/626 - �
Property Owner Property LocationCl��t e
Jon and Dana Engstrom NE NE 32 31
Govt.Lot 1/4 NE1/4 S T N R 1 r E(or)W
Mope,ty Owner's Mailing Address Lot# Block# .Norm or CSM#
971 192nd Ave 8 na 4.44 iv, ' Rolling Hills Estates
City State Zip Code Phone Number laity [Tillage own Nearest Road
New Richmond WI 54017 65�-775-7623 Star Prairie I 100th St
I I I (
CINew Construction Uses Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
El Replacement ❑ Public or commercial-Describe: na 7 n)11_(�
Parent material outwash plains Flood Plain elevation if applicable na -[IY. ft.
General comments At Grade design,system elevation 104.00ft based on contour line elevation 103.50ft.minimum of 6 inches ASTM
and recommendations: class 33 mound sand.
1 Ding
Bong# 103.50
CI Pit Ground surface elev. ft. 40
Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'EfI#2
I 0-10 I0yr2/2 none sl 2msbk mfr cs Ivf .6 1.0
2 10-24 10yr4/4 none sl 2msbk mfr gw na .6 1.0
3 24-40 7.5yr4/4 none Is osg ml cs na .7 1.6
4 40-96 7.5yr4/4 `2d 7.5yr5/6 sl/Is om mfr na na .2 .6
2 Boring# ❑ Boring 103.50 40
Q 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 'EH#2
I 0-10 I0yr2/2 none sl 2msbk mfr cs lvf .6 1.0
2 10-28 10yr4/4 none sl 2msbk mfr cs .6 .8
3 28-40 7.5yr 4/4 none Is osg ml gw .7 1.6 '
4 40-84 7,5yr 4/4 c2d 7.5yr 5/6 sl/ls om mfr na .2 .6
•Effluent#1 =BOD s>30<220 mglL and TSS>30 <150 ng/L 'Effluent#2=BOD s<30 mg/L and TSS <30 mg/L
CST Name(Please Print) ature CST Number
David J Steel r y 248956
Address r Date Evaluation Conducted Telephone Number
1699 150th St New Richmond, WI 54017 10/25/2019 715-760-0347
SBD-8330(RI 1/11)
•
Jon and Dana Engstrom na 2 3
Property Owner Parcel ID# Page of
3 goring# 0 Boring 1 t10.40 38
0 Pit Ground surface elev. ft. Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure onsistence 3oundary Roots GPD/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 ''Eff#2
1 0-10 I0yr2/2 none sl 2msbk mfr cs lvf .6 1.0
2 I0-16 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 16-38 7.5yr 4/4 none Is osg ml gw na .7 1.6
4 38-60 7.5yr 4/4 c2d 7.5yr 5/6 sl/Is om mfr na na .2 .6
Boring# 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
9 Boring
Boring# Ground surface elev. ft. Depth to limiting factor in.
Pit
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. •Eff#1 *Eff#2
•
•
•Effluent#1 =BOD 5>30<220 mg/L and TSS>30 <150 ng/L •Effluent#2=BOD e<30 mg/and TSS <30 mg/L
The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay.
SBD-330Tw IRILIII
STEEL'S SOIL SERVICE 3of3
David J. Steel Jon and Dana Engstrom 971 192nd Ave
CST-POWTSM NE1/4,NE1/4,S32,T31N,R19W New Richmo WI 54017
Lic. #248956 Town of Star Prairie, St. Croix Co. 651- 775-7623
715-760-0347 Lot8
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
Legend N
1"= 40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" PVC Pipe
• =Alt Benchmark Eli 100.00 ft
Top of 3/4" PVC Pipe
= Borings
2 ZD 15 Boring Elevations
B 1 = 103.50 ft
B2 = 103.50 ft
B3 = 100.40 ft
B4 = 0.00 ft
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ROLLING HILLS ESTATES'i VOL IS, 4703 \,;,; ,- , ♦. ,
, NDRTNGENEOF TIE NE XOF SCCiION32__ IJE L'ONJEA.SECTION�t
PRELIMINARY PLAT /•1 -4 'I, '. % i" 1 I I II,, ♦- r _
1 r,r /i' JON 3TMAM ` 8B9'3T2�'E 1314.34' `� I (P STEEL.FOUND)
LOCATED IN THE NEY.OF THE NIX AND THE I ' r 44.. r , I 1` ♦ `♦ •_,. ------ ,MARK NA¢FOU6D) .
SO:OF THE NEY.OF SECTION 32 T3IN.MOW. ' (f ' `"` • ' ` ♦ -- `
TOWN OF STAR PKAME ST CRODL COVNIV, f I `��— -3�— "� --�rtl� — _ Al. �, �_i,
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DOC.NO.1072342 ' - •L!�` `, •♦-,L---' -, L� I ` '1 '\, 1 `.,
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f PROPOSED DRIVEWAY LOCATION \ i" /•1y I I 'l ` . ,..--At ` \\ \ ',i' `♦ +-• ' "' I6
SLOPES GREATER THAN 2S% ' , "1 L %F- " • '- � — , _A.``1281.97 `.�% ,+ •- -i ' — —` ITS+',r 5
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ZONING REQUIREMENTS i \1 ,\i i`\`- '' i I ,,I I 11, 1 \ 1 • .' \/ ::1' IN I.
EACH PARCEL ON THIS MM159lRJECT TO 1,1 p `` 'I`A`\ it I, i1,I,l,li \.\ 'I//i /^, I
STATE COUNTY TH TON,N9S S ' 1. o 2 1 I I, \ ` , ' III, 1 I I ' I'1/! , ,$ I l
LAMB.RUES , X i ' 1 , , , 1 l ''/ ',I' \ r r 1 , I`
AND REOUATONSD.E.,NERNOe MI/MY fI - Imo, 1I�� /�' r / I-, ' , 1''///I, I \ ; I Ili I-^�_ - 1 \p i _ WI
LOT SIZE.ACCESS TO PARCEL.ETC IBBOTE [ . , PI �,., ,. .',,'' i♦, i i( j I I i \ \ ' �' 'Os ♦__211 I I'
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OFFICE APO TNi rQN1 aF STM PRNRE FOR �/ I ^1 .$qq� /':,;-' '14Ld . , 'r �!--�IEg�\ I , I 1
DRwNABE EASEMENTS ., I F zI I I I I / I-- 1 '\;` ',,,,,,,,•;_- ` - ,,, Sa. I;
W dMER OR RE9IGENT 81Al1lT0 AHYIT■q --/ I, 1A M/I'11 I ' A\ -..r ' O „ , r 'i \ •• 1, •\`.�, I;
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TIE OPERATION THE APPROVED
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COIERE/EN9RIYE WATER ORMAN MO SOIL ' -. , ' I , 1` A Pl
EROBNINI PLAN FOR THIS PLAT Ills INCOMES:) ✓ t
r- ` 1 ,1 1, I r�i i i l ' `♦I L�T l- C.�IL , I f�
BUT ISNOT UISTED TO BLl251NO LION , `-_-i 1'II I' �\'�—i1l\�-'4':L/: I I Yl7L_PEi C0�7 / I/II / 1 , 4
OBSTRUCTING,ALTERING.FILLING OR "\ •F t-.�--,__,.'~ -Y. — J,-'`, 1 ' \ 1,ri l +,'/a '1 / lI' i
EXCAVATING,OR PIA TINO IN MN POW CR J - - 874.14' ,I , • '. , ,. I \ -' , `,I I I_ _
ORNNVOE EASEMENTS.BRIER DRAINAGE r ''; •' '-'/,i I ' \\-0 p',; ' , -- \ / / _' I 1 ►I
OIICNES,WATER MAMMY%WATER — B .4./,,-,< -3 c- )/,- 1 A \ ...
1 1' ' ' L — 809.83'.1 a'- ►i'�
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LTRUCTURES IMY BELoam WILLING�AFFE07m BY MUTPIE ' �'/ �„"- `���/ '
A \\\1`\ ' I♦ `,, I'CI � r' ,- , \,„, �" ' A I 1� O
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NUNWTERAREAS OEPEFOROI. I1)E '1,/+�I!' I� 1.1-`o( �\♦,.`. ` II I `-1I 1` •,-``:�2`'�/% ,1-I'l �� '';
q APSOENT OF THE STRUCTURE ON UCH O1 '1%' '•1 \' , , F \ .` /111 `.f„ \`. , 1j_I\ `4
LOT BUILDER SHALL BE RESPONSIBLE FOR ,^�/so�VST�1/�LIRE Or THE NORM 3o ACRES OF BE X or T6E FEET/4 ♦ ' • ti ' I1 \ •�
OETERMINNO PROPER 9TRUCTfE ® PION IRIAMQT�` i, 'it ' ` ♦♦Y 1.-- ' - I 1^ I`,' , ' •1vawlwis— ,.' '' 11 —�
-.-
ELEVATION AND APPROPRIATE SITE GRACING ,,-,/-
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/ 7 .r ♦♦ _♦\\\ `,889.431 E 1315,517-- "�.rTv j
IBFATSNOS REfEAENCED TO THE EAST . 'i i ',_� r_� -i i; ♦`I I.\\\ ��}' .1���-R�'/p�p_-_,' i_-_ ``
UNEOFT/ENEYOFSECTONa u.€ ..... _--1' -•• . i-' . --tom`_�.;^ "' i-. '
IM COUNTY COORgNATE SYS7ElA � \ 1111 -A1P�� _\(i,- , + '‘IWH routes, ♦ `. \` I ( 1 -'`' • 2
''NO{C:ALL sualio R■Sq 'I - ♦ . I \ ♦ f�♦
N TIE ELEVATIONS SHOWN ARE ON -� I 1 1,-.♦ _ - -,'•\_`,• I I \ . `., I' \,
I RURAL. IESAAl201lO
NAw ins°ARAI DERIVED FROM GPB ^ , - ,1 1' �� 1-- = ;♦\^�`,1'I ',` '. -_`�1�—` cno 32 , ,,`♦
II , \I I RURAL R[MOORUL 1 q I I♦, _ l
aesERVAT1oNa. , ,, __.i' 1 �\ 1 I, " _ ♦ 1 ,\ ' \` ` EX comm.SECTION 32I'.
0 200 ``• '♦ I I^1 �1,. `.�, r„ +' -`, `, ` `,\\``'--`�`• %- (1'SIEfl BLMWEYI" ��`
I H 1 FT 'i , I '',-N.. ,'. I, ,,\`..♦` ,r l;r __\ ♦ , 'I ♦,\�--.,�`' \ MARK NAIL FOUND) 1
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