HomeMy WebLinkAbout030-2149-01-100
' Itisconsin SOIL EVALUATION REPORT #1753
Department of Commerc in accordance with C is. Adm. Code Page I -of 3
Commerce
Division of Safety and Build~ Steel's Soil Service, Inc.
Q EwED
T r~-hv County
Attach complete site plan on paper lest a' o x 1 T inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal r Terence point (BM), Qi on an Parcel I.D. ~y
percent slope, scale or dimensions, north arrow, a d locaIman(Shc a neare road. 302~k
Please print all infor tion.. O~NTY Reviewe y Date
Personal information you provide may be used for seconda purpaos(A ~1Y1C~•04 12-Property Owner Property Location
Pirius, Terry t na N11/4, S 1/4, S36, T30N, R20W
Property Owner's Mailing Address Lot # Blnck # Subd. Name or CSM#
400 South 2nd ST. _ _ 118 Seven Oaks
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
❑ Replacement ❑ Public or commercial - Describe: na
ft.
Parent material Knolls of pitted outwash plains Flood plain elevation, if applicable na
General comments Conventional system, system elevation kft. Trenches spaced and depth to code 4.50ft below grade.
and recommendations: q! 5~j
F-11 Boring # ❑ Ground surface elev. 99.25 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2
1 0-8 10yr3/1 none sil 2msbk dfr cs 2c .6 .8
2 8-31 10yr4/4 none sicl 2msbk dfr cs is .4 .6
3 31-96 7.5yr4/4 none t cos osg ml na na .7 1.6
r
Boring #
® Ground surface elev. 100.05 ft. Depth to limiting factor 96 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 dfr cs lc .6 .8
2 8-44 10yr4/4 none sl 2msbk mfr cs if .6 1.0
3 44-96 7.5yr4/4 none cos osg ml na na .7 1.6
tf
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signatur CST Number
David J. Steel ~~~~6ateEvaluation 248956
Address Steel's Soil Service, Inc. Conducted Telephone Number
994 200th St. Baldwin, WI 54002 7/27/2005 715-760-0347
SBD-8330 (R.07/00)
Property Owner Pirius, Terry Parcel ID # pending Page 2 of 3
El `-5 b Boring # Ground surface elev. 97.05 ft. Depth to limitin factor
Fil 96 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 sl 2msbk dfr cs 2c .6 1.0 ►
2 8-24 10yr4/4 none ms osg mfr cs 1c .7 1.6
3 24-96 7.5yr4/6 none cos osg ml na na .7 1.6
1
II
Boring # ❑ 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 # El 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 = BOD5> 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 994200 th St.
CST-POWTSM NE1/4,SW1/4,S36,T30N,R20W Baldwin, WI 54002
Lic. #248956 Town of St. Joesph, St. Croix Co. Direct 715-760-0347
Lot, 1 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
• = Alt Benchmark Ele. 99.85 ft
❑ Top of 3/4" pvc pipe
= Borings
Boring Elevations
BI = 99.25 ft
B2 = 100.05 ft
B3 = 97.05 ft
B4 = 0.00 ft
iilo r~ ho~"
'70 9-7 92
oS r
3IFK
~ 5~
Yl \4++, t i► do ~ 1
1
1 i
i
i' ! 1' t l 1 i ~ b 1 i
r ' 1 ~ ' 11 f°U _
~ u
i 1
110,
t
i x W
i t i 1 1 1
t ~
_ • ii 11 t it 'i 1 ~ i
~ i t ~ 1 1
v
1
all
m R
• 1 li .
z ~ , 1
. t 1 OD
.r V,
?
1• x
~s,yi ~ tit i ( 1
.
CD
w
. ~ ~ ,1 , t, e80 1 1
Q8 X ~ 1 .
. i
1 11 C
IeL
(AS
GO
.t i f ,
1 1
V x / u1 / 11• , o a~
a.. ~ is ~ 1 • t ~ i
YOA
' gals9~ .
REGISTER'S OPTICS
57. CR017C CO. WIS,
5 .rl m,'pdak3~l_a' COUNTY PLAT OF: SEEN OAKS
BwN•W N
V 9T
LOCATED IN PART OF THE NE114 OF THE SW1/4, PART OF THE NW1/4 OF THE SE1/4, PART
uo.E OF THE SE1/4 OF THE SWt/4 AND PART OF THE SW1/4 OF THE SE1/4 OF SECTION 36,
T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN.
LiNill&0)_Cll LANllS_ S1RUCn S MAY BE M CRD By MM- 100 (LOWEST
.-c- UPON"
PLAOEMFYr K NE SMUCNRE M EACH LOT. S DER
PESPON56lL f4E OEIFNMNNO PIIOPER
_ - _ .-SE
COR. w { --N83';'ll'E 31 _ STRlIC1VPE EIEVAWDI AND APPW /VAN RTE DWAONO.
SE ; N89 °3D•- 18852. 42.91------
-WST 114 uNE e DRAINAGE EASEMENT -D' LINE TABLE
125TH AVENUE ~y4.zre N1M,N•- / D- -1 A 4Bf - -1 / ONE - ms/
Or R0)' 012 300'JJ'aTw SJ. 10 ON x8997'/1( 1111
-4-T '
_...-4-T 18.0.5' nJJ x]]']5'a]'w 102A' 011 SB ]'78'717 93.01'
B). -11-
1-4 SENLH MAAK TOP
61' IRON PVG D1 xlSN9'o0T 3 x6n,1B'P)'w' r] 018 SJ9v3'M'W 1
EIEVAn011 0.5 rorT , JJ1 w '.BT 2111
N xUJ 01'OB'w
nl 15757 ]]Y Jn 01'
x8978'55-1 0)9 x
1)T
OI
91 x0>585)w J D- 1 11-- J8 9, u 5B 0lN De•
r' ~ ~ S ] x07%u w ]6581 OJS s7 sJ 9. ~ Dss ]
I x88'11-1/T 900 035 D% l3'
~ Q'd' 2 013 x88'.1)/Y JO] 076 835 _l9' OS B 10 w Ill
r7 ~I 60D1 AGE 50l'%SPT S a 565 0% iM3 '
261.422 S0. R. 53!09 11! ] 1J SJlS 1 Y J b )
uao-wao ]JSr 0.J
i> N T~BY 0
LOCATION SKETCH
TOP OFYAWN: TOWN OF ST JO.VFPH
.r EADSAYAY9EvNAt GC 9" _ O 0J1_..~ \ l D6Pn
8 C,. N
~ I - OBAMNLf \
Id NwE.eu.s fASfJIErJr ro" p L
/ _ _ A55 5EH01 YAI60 10P _ r25in n
` N \e o OF r' YiON PIPE.
ELEYAnD1 ;4.1
.560.05 \
\ H.E-851.7 ~ S .
SECTION 36, T30N. R20W
A
\ \
ago AD+ES \ ~ - -
w.a9z s0.. n.
LBO-884.0
\ x wxI 3o9.oD OBI.,. /
co
`9~ \ rP .usfxrxr lro 9 ~
OWNER: `F O
PIRIUS DEVELOPMENT CO. LL0.
400 SOUTH 2ND ST. _ OETAw\
HUDSON. IS 5408 \ ` 6114- 1]30,6 S m fE. ] -p•g /C 9
y \ / ce al t140"W a
PREPARED BY.
S" LAND SURVEYING
HU2DSON LGE STREET \ \~9 I 1124TH AV ENVE' C15 ffNnG A YwW cwnrr
W 54016
(715) 188-2007 ~,Sp/f6 . ~ acryo caaNIXW~w a/
PREPARED BY: `~ll+ \ \ c5° ~ 11 • au.ER'J+ idor. mPE
AoUTH CON
AS OCIATES LANG/ ~e\~_ ~eBn -544.. 4 • awuE+rn w0. A~
2920 ENLOE STREET d;
\ y [11!-1!x]49' 31 ]-]/n" our3aL EnR
HUDSON, W 54018 \ \ / / _ Br re' c and P+PC wnEXawa j
(715) 181-5277 \ \ i./ les: Prn -c. 0001
\ / ./,^o. . scr w5vu nurtRR er
CURVE DATA TABLE (ALL IFxGTis MN: IN FEET) ,y3
\ \ 0
41 / / 16l L1H0 VER NPF. 9DD4N0
Wrr R96W - MNfi Art TwWt B4wMp \ / L / a.,... J/ I I LA,FM TOOT
NYmSW/ .0. 84WE1
lol Lan9w MWs 3 6.91N T.W:94n1 N N'ge, Out
= C LpICM
C1 0.05'0028'Sr N1S'M t79.6.6 16.50 16.M "IM WW N1826'SYW \ \ 6\.( .117] ' AP
cx xoloow 2lv';• N3sIO'Se14;'w 79e.ex 6R.u -*53-W x4e3623'w / ~9~~,11t / DRAI NAGE _ _ ORpNA¢ EAmNalr e«wo,P,
6 2010.06 18'48'30' N32W'M'W 587.57 383.88 N2SH'e `W N40332J'W / OR4.J^'•,./ EASEMENT'f' EpSnnt Tr11C[
5 TOIa. 0514'Ir N431D'3.VW 207.06 10715 N401YWIN N.ez WW (f =4' LINE TABLE A
1 3010.06 OOVBN- Mw12V115.10 SIO NN]Y40'W Nb38W. \ EC4wED ...G -/W DSrANQ
CS 083.00 122616' SBSM31-1 193.12 18150 WW'4T2]"E Ne9'44'zl-1 / / f NIJT1'00Y 8)11 ~n In
RMOSCD ONivEwA,
rx x1B'J]'19F ]J].
U a660D 141WM' SOB';10.5-1 90.63 91.08 S00'3S2YW MYQV1-1 >
CS 167.. 1035'50" S-r3" w.21 I5; 58534''W SBr;28'W ` Ptl\ & N v8E - 984.9 vip~ w,n'A f1CV, nOrv
, n xrev'asY wr e
C6 13100 -w S0FDTDJW I_ ITSM SS230'25'W SWN70'W
a 21300 244YO6- S-'SrW 04.08 64.53 Se230'M^w 56T016'W BJT 19Z I]B 98 ^ ,Bn - 9n09 i_OVASr Wrv00r on riXMrE _
4 21300 213r;' 954N'19•W W76 R.; Se1•N'le•W S;'4520'W % m nt vn RtP+
CT 10).OD 4438'26- SMDVC;'W 11599 115.45 S 45'20"W S6V2a'48'W _ / w. L,Yxt1i
G 80.00 381456- N61-.0 19.66 50.52 36023'N-W NST25'10'w `u\~ ~O ~a+YU ]70.806 A5~0 Efi NCI N
4 WAS OISBOT SB1R1'19.5w z65 265 MDRr46'w S8rw5rW 4yC r ln0-8)719 "I - 75'-
S WID ;15`40' NWV12.5W 47.13 47.04 SeY WWW N632518'W \ gab -
CS 60.0D 1922,%r sOP38'14•E 35.8 26.27 -15111W NM1r54E 4 A ^ u
00.00 nr Um1ErA. rVrvc
S W.00 S=iu- NOW 42.5'W S.; M.4{ NN2546-W5553]0]-1 W SB WO.E-
0 IIVr50. W31r4rW 103.02 121M 98r444Y Z2 j 4b 01 uw[ Q r9.lf5i OMIXWSt anWr.
7 80.00 0410'0.1" N841YS1.YE 71.17 67.95 SS53YOrE NH1134E 8 Y1 L
CIO 00.00 381458' M621818-1 40.08 50.51 N4412-WE N8023'w'E _
CI 2]100 443826- NBOLYSrE 161.03 IOL27 N841]'48'E N3r45'24E
7 233.00 11M'4r 974M'SSY 44.75 4.05 N6W1'40T: x682r04•E ~+p ElEVAnO14 OCiDwIMD BY CP.S OBSERYAn06
0 2]100 17'36'49' tM03YN.5'E 71.35 71.03 MM-04-E N51'0'I5'E \ 33 A [RR[nC[D l0 w,vo (eBl
9 237.00 1139'35' N{S45'17.5-E 4570 40.76 N51'4V15•E N3V45'24E E
C2 167.0 4-W Ne1CY53•E 121 T4 12.81 N-WE N823416'E \ AP~ 1
CI3 111,00 1835'50• N7412'3IT 6].20 6730 MR-'.-1 N8634';-1 1,0
.4 ;4.00 6438'51' S;'SC-5'E 38120 41509 S24V5'4-1 S99V4'IVE F
9 ;0.00 281-116' 50.62491E 180.93 18267 52495'24-1 S6r4VWI \ BENCH NMn:
10 ]60.00 3611'35- S703a27.S'E 22ANS 23226 552.42'w•E 489V4'15'E (w 4 r' k+n
C15 ]00.00 593742- N4415'2C,S 43289 469.20 NM94'IS'W N04J32YE 1Dd iWnEW 9 ~ bl
\ k
D.9 51..5' N a
DRAINAGE EASEMENTS \ N69°03'/2"W 718.41' NE
'
NO INNG OR RVIMT NOMUD SHAD m 9D4 \ 1188'5471 1'1Nl:'1'I21:1: M1iAD0\y'S 526.0 528.09'
0µR wu ,NNEE W~WgLD~IERPWE WM \ 1 r___ (SeB3CE) w 7
APPWDM D COYPR[NENaw wATEA \ \ \ L01:1 I I.Q7 _2 $C
DRANAOE MU SOL SMIRKS PLAN FOR \ •O \ \ I HS
MIS PLAT. 793 NIDLDES BUT N NOT \ I
LIM14 TO BULDHO UPON. MC TM
0.F V'/SC
ALIFAN0. FLUNG W EXCAYARNO. M EACH PMLEL CN R9S YAP M SU0-RYTO NOIE: GN
h
PUxTWO W AXY POND 011 ORANACE STAIERE, CWDAAAONNIYS AND(IE, OE14NlOS• TDwJaeP LAWS. US LOl3 YAT Bf =Y-u=
EASDtl113. WATER ORANAOE OIIMES ATD MNNUM LOT ASYS9ENiS MID w Opu0Ln5 4 F
YMTEA RIINWAYL WATER WL1ER15. SHE. ACCESS TO -D ETGI 8EF9WE NPROVEYENR M IIIE ROM. =P p]t EN
-
RAYS M SRASS SEFpI14OS PUWCNASNO OR DEVELONNO rem
CONTACT ME ST. OR'S COUNTY IONNO OETICE SCALE IN FEET 1" . SO'
AN ME TOY81 OF ST. JOSEPH FOW AOMm DFm
MS wsnNWEI4r 0R DAE9 -AM WANE 7 SHEET I OF 3 SHEETS
JOB N0. M04-O1 DAM 01 R/;/x6os PEw5L3 03/10/3006
I
}
GDQ~ RECEIVED
MAY 0 1 2006
ST. CROIX COUNTY
cn =
p 2 THE EAST-WEST 1/4 LINE OF o 0 Q
SECTION 36 BEARS N8930'11 "E AS
COUNTY~COORDINATE SYSTEM IX
r z z =jz `.too n1tci i
a > a i ° o m m z
M!wc 0 , z r- a )~l
N~ ~~,ay ° z3'° :R a :2
213 rn
00 02 z RE C)
22 -n CZ
2W c F§
SMALLTRACI Z>
„ S00 42'04"W
N 438.6
18.10'~-~ z
v E2 ••'306.60' 50.00' 82.04' n
~yrpo \,p~ z>
z
o --I
/ \~N~cr►\ 0 ~iz J zO
Z
.n z
F m
8 Own
zo Z
c -I ® I '1I M
ono i -g
Q i ' I I M
F I 'z o I I I rn
01 22 I 6 91
Ali m s I =
r a ~ I I 1'1'I
°si c Z I I I ~~O
w N I`O ~ ~ I i z~
C-) C
14, 1Q, 1~11 IQ
~ct~nvv~2~220 / ~ ir" cnC
M
r'l
v;N►vNO$°a`'~ ^~o I II ml ~yy pw
I
^~i grgr'^i`q~~nj n~' fll as 1 W Z~
pow e~~!vooo~vy 1 I N~ If; o~
v v v v v v v v v
wvo,cA ~.wN~o z °1 ~48 i I Iia I $►z
III - ~z~n~~nz~n~nzo ~ ~
N~wCA, Z r 1 0' I ~-•~ic I cn
Irn
, N I
W\ (n
V
$v NtiNVw~~ /.xp•/ 33' 33') 4
~:~~~goon 'E12 I I
/ N00'4204E 300.64
r1` nt' Zt ;j i 2 SEVEN OAKS
I~
3
10
N SHEET 1 OF 2