HomeMy WebLinkAbout030-2149-07-000 (2)
45~dance EVALUATION REPORT #1760
Mr'i ,'~~a Page 1 of 3
Department of Commerce with Comm 85, Wis. Adm. Code
Division of Safety and Buildings Steel's Soil Service, Inc.
pp County
Attach complete site plan on paper not less than 81/201 inch sin si[Q.EF a(r pFt/C® t. Croix
include, but not limited to: vertical and horizontal reference p nt (BM), direcTTi S~~ddC rcTwB percent slope, scale or dimensions, north arrow, and location nd distance
to nearest road. 91d 7-Pl ease print all information. JUL 2 ,9 2005 eviDate
Personal information you provide may be used for secondary purpos s (Privy Law, s. 15.04 (1) (m)). /L
Property ner ZO ion
s, Terry ICEna NE1/4, W1 4, S36, T30N, R20W
Pr !~hL Ln4 Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
400 South 2nd ST. na Seven Oaks T
City State Zip Code Phone Number City ❑ Village ® Town Nearest Road
Hudson WI 54016 715-386-0252 St.Joseph 125Th St
® New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement ❑ Public or commercial - Describe: na
Flood plain elevation, if applicable na ft.
Parent material Knolls of pitted outwash plains
General comments Conventional system, system elevation 94.15ft. Trenches spaced and depth to code 4.25ft below grade.
and recommendations:
a Boring # ❑ Boring /
® Pit Ground surface elev. 98.40 ft. Depth to limiting factor 100 ✓ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
1 0-11 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 11-41 10yr4/4 none sicl 2msbk mfr cs ivf .4 .6
3 41-100 7.5yr4/4 none cos osg ml na na .7 1.6
61
El Boring ~
2 Boring # ® Pit Ground surface elev. 97.50 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2
1 0-8 10yr3/1 none sil 2msbk mfr cs lc .6 .8
2 8-27 10yr4/4 none sicl 2msbk mfr cs 1c .4 .6
3 27-67 7.5yr4/4 none cos osg ml cs na .7 1.6
4 67-100 7.5yr4/6 none cos osg ml na na .7 1.6
~b
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >3 < 150 mg/L " Effluent #2 = BOD5 < 30 mg/L and TSS S.30 mg/L 1,7 CST Name (Please Print) Signature: CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 7/27/2005 715-760-0347
SBD-8330 (R.07/00)
J Property Owner Pirius, Terry Parcel ID # pending Page 2 of 3
' T Boring # ❑ Boring
® Pit Ground surface elev. 97.20 ft. Depth to limiting factor 100 In. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/1 none sil 2msbk mfr Cs is .6 .8
2 8-31 10yr4/4 none Sid 2msbk mfr Cs 1C .4 .6
3 31-62 7.5yr4/4 none cos osg ml Cs na .7 1.6
4 62-100 7.5yr4/6 none Cos osg ml na na .7 1.6
I
,I Q, '
❑ Boring # ❑ Boring
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # ❑ Boring
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00) Steel's Soil Service, Inc.
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel Terry Pirius 994 200`' St.
CST-POWTSM NE1/4,SW1/4,S36,T30N,R20W Baldwin, WI 54002
Lic. #248956 To of St. Joesph, St. Croix Co. Direct 715-760-0347
Lot, -I Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
1" = 40'
= Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
c-~ / • = Alt Benchmark Ele. 99.90 ft
vl f/~ ❑ Top of 3/4" pvc pipe
Ct = Borings
Boring Elevations
BI = 98.40 ft
B2 = 97.50 ft
B3 = 97.20 ft
B4 = 0.00 ft
~v -
41 /)(A
,r
~3
9a
41-
rlGvh CL~/% ~ 6-04-
REOISTEWS OFFICE
SI'.CROIX~ W~4/~
COUNTY PLAT OF: SEVEN OAKS
LOCATED IN PART OF THE NE1/4 OF THE SW1/4, PART OF THE NW1/4 OF THE SE1/4, PART
9Ewr OF THE SE1/4 OF THE SW1/4 AND PART OF THE SW1/4 OF THE SE1/4 OF SECTION 36,
T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN.
UN1sLA7 _fCll LAPIDS_ SIRUCTUMS MAY W AFECTT eY MMPPEE L1.a (LOAEST
_ g NC T- M110) SES000TWS OFPDIWG upon ME
MAmYH Of ME SnNK1UXE 0.N EAa wr.
v9nn~~
yNB'Ja111 621661- snaL EE PE5Pa15Wt TM OEIDYNW6 MOPFR
oRb91a.
aEG4l9 NS9'30'11'E 1852.83'-- 51TUCTRF NFVAtImI AM) APPRpPMAR mTEWAo`M
a - -T(ST 1/4 ulE a DRAINAGE EASEMENT -0- LINE TABLE
s 125TH AVENUE - / EWECnew ate i aBrcnwv o+sl B Gwccxw asr
DI A9av]wx n.or W) soovn•w sJ..o' 0.J Ne9'.Irrri 92rr
- O1 NooY)WT Ja 03' olJ N))'ll2l'w Bo)B' 044 .SBr JI'J4T 93.04'
0.1 NS>M344 IP660' Olt NJ951'NY >AW' 01! lfpvf'N1'w BS4'
BD/M
a 1• W011 pp~ M NIS'4p9rT 3)61' o]s AKBYB')l'w I] OK SJpvS'M'w
REVATON 900.1 OS ,v6BVObIT r 4)'J4]4'w 3 '461 )
O6 S>TJ029T 14.79' .21 D4'O6"w 9r.O1' «M)JV4T r
A. jo,
' p9 '4n'ov T
wB9r1- J9.14' D]S NW
D9 N>6M'v>T r>9.5J' DIo N695]b4 'w
Oro T -1
v.f r r
.--T 5
f/9. n5> w
-56.35' oJ xB931'OV'w r 1A-
OII SI95]'OVT IOaM' 1 SMOT4>'w n rulr9 , wv3 r03 D1
. T S)T31'v r'w Osr ♦
JB.Br 0.J ]s olNnJ3nros-w Jv
rs '
. DI] --,..w -
T•~ ~ DIJ -WW I63 es' DA $/I6J'_ PErr' o53 NPJSP'0!'W ~DW"
2 O01, I! /gBV17rZ Ja WI' OM 5055r)>Y 0.5%03~>
XsOJ
Q AODI ACHES R 563)1 5055-•-)1 >)M' o.Y sSoSJ/WY5O.M w
o. 5)-., -1 Q 4I 261,422 s0. F. { ol> SSJo9'2IT 11.1 oJB SJJ531 rT , 039 -1. V • Ie'>.
lT0-NI.o fAX 0:1 S>r'I)'J6T r09.JJ' OJ9 -11:117
a 9.' nn -Z. nT ~r~a I>.r 11 u Nn wwl•.,
'r0. . 1.']nT 1
i~ cy. I I - o
V 93 'p9 _ T ai' LOCATION SKETCH
OEM
T9wN Or sr. JO.cEPN
°~o, ~ B0N PIPE.
i a. aaAYCr E2EVATMx _ _
5635
9y1 CASruENT b' ~ ..OB .
_ w,._.._.._. ~..aY,. \ 131. h,aw A ~
J
•'v, _ A3! SEAM YARD TOP
OF 1• Rql PPE, ,26100
/'OS. 'fib C B-Atla1 NI.2 Y
I TV/
0096-063
\ sF
\ 'CJ 3 1% SECTION 36, T30N, R20VV
_ 2600 AMCS \
100.692
fS 4
O-Nao
` 4
3W.W o,, I
\ \ x 21
\ ~ 77776. - /
\ \ \ ou
\ °6. f-rm a PoNo
\ 4 on / .
1A c4s
\ .
+ Nt~6
~ :'Js \ r \o r•snrcr.rro' gsad
OWNER: 9~F °.y sEE ; d'e
PIMUS DEVELOPMENT CO. U.C.
400 SMITH 2ND ST. 6 _ oRAO\
HUDSON. W 540TS ,yam \ 3000 AEJES -b- sCT /
42 9
PREPARED BY: \;fi \ a .Sy41i6.1r P _
SBN LAND SURVEYING :ls~
2120 ENLOE STREET {1V EN p+ LEGEND
HUDSON, VA 54018 q \ ! }-124TH Pouts NAAwIw mAln
(715) 356-2007 \ \ ! ppr29l~r t,.• SECnM calla MarxwE«.
\ l Z r' raMO ! a• Imo
PREPARED BY: \ \ c+o - - sro- • a,wE,v'; u(0., nPE
RUTH CONSULTING/
ASSOCIATES \ \ 1 ' "o~B.a 0.B/\~• • ""o aulva
292D ENLOE STREET \ dwna Ina RPE Ids
HUDSON. W 54018 \ \ \ //Sd y~ r GAMivr 'c' c,~'. sE1 >-JON' wlma pw[wT
(715) 351-5277 ` / a1 Ir EMC IRON PPE W3awL
0 ses 193 Pa E..EAa Fao,
CURVE DATA TABLE (AILLFNCTXSAW W P47) \ Ids ,~•1 '4./~~ % o e' 10NG W0. mwE. AMC-
.uio
or19. IN- CAw6 tNN4 Mc r.N.1t B1.rYpP ` 6 / i rsiss. Pa +x1[91 TW,
N9mbw/Eat L-0. k4. 9 p 1An9M LA.0 T I,MtlN Tw tal \ f/' N
C -Off 002WW N1612'165Y MN MN NTa"e" ` uJ>J NIC lE2ICM
C2 2010.N'225T'3r N-0'3r* JNA2 601.0 N2544'Srw N461613'M DRAINAGE MNxAOE EA6DCIT 9mx10M11
s M0.06 M•W]r N329999'w 507.5) sW,N N2YK'0.11Y N 33'TYw / ffi 9-•,. EASEMENT •P•
s 3N0.N N941T N131aR1'w 207.. 201.13 Nolr2rw N-r40Y LINE TABLE ETSMC ma
1 OoOrW N4'3291.5Y 5.1o &10 N1e17W1. Nb1aY3'W 'T B oMFC110Y asr to r REF1NOED W-C 1.b/0.N -V1
201aW
C3 WACO 1526'16' 5091'311 19112 123.00 5lr170*E NLW4'211 \ / CI N)321UOT mI" m
C4 000.00 1115'31• 3N'N1L5E M OLDI 94P33'ZYw S1S43W1 ` N4B'J)v9T )J>ll' m PAOPOSEO aav2wA1
CS H).W 1-SW 3)415317 10.11 lab SBSa0]6Y Sa5]0'25'W / / n NIB)l)SY >J 75' ~ N wwE - 96..9 nrp wA- 6EV+nM
W MOO {54596. "Wart# 11111.115 17- 5521a2aY 3]r1510'w N4B'J)'19Y TM N' V in
3 233W W47N' 3)29 WW 91.00 M.33 MT3o'MY WI-WW B .OwE51 auAawL OPCM«L
00 ptl69
13100 215755• SSa419Y -7. N.. Mt•4Y1rV &1a4'20-W n .DNf51 N«MN CP nn(w Elt vwn0v
CT 1 16).00 WN-2r U014W'w 11&99 11615 -45'ill•'I 55013'4'W r ,nr.,. LA51 -
SOW AMES r N
SnaN• Na11a4•w {9.ea SOS) seav'4Y Nsrn•Irw 1o.r•N I
G 4 NIAG 019591 SN4119.SY 265 266 Seo•1]'WW SBrnrw 19.0 - 130.006 50. fT. _
5 6010 U15-4r NSrV- 4113 1)11 362'16'S]'w N6316'IB'W Sgt 110-ar3.9 C y
W 90.W ]5211'5750916111 90.00 TB60
N631t'Im Y9Y N415SaE \ I 4
s 00.00 0.TSSY9' SS91T426Y 66.]9 00.4 61a'w SBSWIJY +0 , pwElwnl mvcAt
wow)
i Q 01 U«f .ANE53OMIXwN
4 MOO 1151TN' 3i0T31'N'M 103.02 123.69 Wr V43Y 554379)1
7 WOO MO-Or N9417'5111 771) 6395 SNW -2-WE \ 8 I ' b E f)
.0 60.00 361«5«' Ne21.161 I9.B5 NtAt x411'501 N601SWE .1 -
o11 Ill 4WIM' N609YSrE 101,43 18&27 N1102rW1 NW45'20'E •E I - _ _ _ _ _
1 23100 1MY7 N74-OYN1 4.75 4.65 115r2rWE 00913941 I DEYAnMS oE10WMm S1 &P.& OegRV.naN
5 SAW Ir W49' -"R.M 71.35 71.63 X6912`041 0051'45151 P AS COLT N «A v.n INI
9 23100 USVW NW45'17.rE 46)0 40.79 NNIWIrE NW45201
.2 1.7.00 4515'00' "6197331 121.)4 724.51 N39'Ia'20•C M23aN'E v,E6W
C13 23300 161ST- 00)115311 67.M 0.7.N N62'300%Ya1 NST1'J6'E \ W01'` /O I, /
o14 3N1o 40. 11 33-34'49.51 NIU 41&W W '241 3690415'E
9 ]&0.W 28171.' s3514VrE IMM 1520 32/95211 55512'A01 \ AefO
10 W.W 3511'35 WO53.27.51 u6.39 2J21. 355/5401 55991'151 6IXM MbA:
CIS ]00.W -14- 001{15'21.00 13269 16629 NN9C15'N NW155I'E 101 tOP a I
\ f)2v~110x
L \ n ).9 31.45' k
N
DRAINAGE EASEMENTS \ N819°07'12•W 318.41' 89'18'3fVf
No oreYn M MRNxr sNAM CO
911FRPFAE \ \ oP , \T (-1411INh. TRLE_A•IEAI OWS f526.
0.1 alN10E TIE OPERA WM L
APPROAFD C011PRFM13TE YM1M A Yp 1=~-I-~ ~ ~y~_~ ~ e`I"Z
TIM PLAY. AND SOL UM PPLAN ill 61
1\ \ I w
IN PIAO 1Ha INNDES VT NW
ISaOED 10 9USDW0 UPON. 005TIN10T910.
Aulaw o. PHllb M 0.VATINC. M EAM PA tca. ON TONS MAP 6 WeACT N NOTE: E oP wrgCO r~p
PWNINC N ANY PMO M "A""' STALE, COUNTY AN rLNIHENIP LAWS. RULES LO1S MAT SE 3E91ECT TO N1UAE 3PEOAL lw 'A 3
y 00`065,45 J.
EAS0AIM WATER MANAGE DITC EL AN, NDA,TNNS (IE. WlLANK MMIAN LOT ASKSSMDrm FOR ANY UPGR AM
wAIW TMWY& WAIM 411LA1R1s. 2E. ACCESS 10 PAI-- %NPVPE NMOWIDIR M TIE Rob. 2AHLf«
BAYS M MA53 StEOING& PIBIalA9N0 M OEVElaNNO ANT P- I
CONTACT THE ST. MB% COUNTY IOMIO CFIa SCALE IN FEET 1' - 60'
AND ME mtM OF U..IORPN fYYI bNCE q +
1'9 • ` e~ 0 50
NO NSmwMT TRAPRD TY: WHAM NAME SHEET 1 OR 3 SHEETS
age No 0 -0 DATE: m/N/2oW PEY51]R o3/w/2W6
' ` tt
N x
1
! ,fit
•
NO i ( 1 ( O • I
X
a,
3 ~ 1 1
~H i ~1 Z
i
~ O p G1 ~ X i 11 ii i I I
1
i co ! x x iv ~ t •
1 / Iq
NO
t' !
t ^ x
/ vX
i
~ e
099
i
i ~ w..
i I
1 1 1
i I 1ltiti~ii i 1~~~ ~x•./ 11i'
i 11 t 1 1 1 1 / i
! 1 1 ,
1 40
1 1 1 i I l i 1
t 11 t i it i• ' 1 1! III 1
1 it i t 1 ~ X
1 11 ~ a
1! 1 1 1 I! 1! ! co
i 1 I ! ii 1 'I !i !i to
i I 11 1 ! t 1 ~
11 1~ I. 11 11_ 11 f ~ ~t ~ ~ i tit