HomeMy WebLinkAbout030-2149-05-000 (2)
RECq►~~ #1758
Nvisconsin )b '/A UA-n VT EPORT
Department of Commerce in acco;•dan h Comm. Adm. Code Page 1 of 3
Division of Safety and Building JUL 2 g 2005 Steel's Soil Service, Inc.
Attach complete site plan on pape not less than 8/: x 11 inches in ize. Plan must County St. Croix
include, but not limited to: vertical nd h&Ecka lAl~fAW0113trint (B direction and
percent slope, scale or dimension , north ZODON04Dl.Rypn and stance to nearest road. Parcel I.D. / (f 9~~~ ,va\
Please print all information. Review By Date (•[J~~
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). lZj(
Property Owner - Property Location
Pirius, Terry Govt. Lot na E1/ , SW1/4, S36, T30N, R20W
Property Owner's Mailing Address L # lock # Subd. Na e or CSM#
400 South 2nd ST. na Seven Oaks N ~y
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
Parent material Knolls of pitted outwash plains Flood plain elevation, if applicable na ft.
General comments Conventional system, system elevation 93.65ft. Trenches spaced and depth to code 3.50ft below grade.
and recommendations:
Ste, c~l2~GCiri ~ ~G~2~~to~n~
F-11 Boring # ❑ Boring
® Pit Ground surface elev. 97.15 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f12
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 10yr3/1 none I 2msbk mfr cs 1c .6 .8
2 6-15 10yr4/4 none s1 2msbk mfr cs is .6 1.0
3 15-33 10yr4/4 none sicl 2msbk dfr cs 1c .4 .6
4 33-58 7.5yr4/4 none Is osg mvfr cs na .7 1.6
5 58-100 7.5yr4/6 none grcos osg ml na na .7 1.6
q3 , lp5 "
~Z
Fil Boring # ❑ Boring /
® Pit Ground surface elev. 97.15 ft. Depth to limiting factor 100 J 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 lc .6 .8
2 8-21 10yr4/4 none sil 2msbk dfr cs is .6 .8
3 21-36 7.5yr4/4 none Is osg ml cs na .7 1.6
4 36-100 7.5yr4/6 none cos osg ml na na .7 1.6
11
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30,< 150 mg/L * Effluent #2 = BOD5 <-30 mg/L and TSS S.30 mg/L
CST Name (Please Print Signatur . 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)
Property Owner Pirius, Terry Parcel ID # pending Page 2 of 3
Fil ❑ Boring 3.5 b 5
Boring # Ground surface elev. 93.75 ft. Depth to Limiting factor 100 In.
® Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfft2
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 8-27 10yr4/4 none Sil 2msbk mfr CS is .6 .8
3 27-54 7.5yr4/4 none Is osg ml CS na .7 1.6
4 54-100 7.5yr4/6 none cos osg ml na na .7 1.6
~y
❑ 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 SoU 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 Town of St. Joesph, St. Croix Co. Direct 715-760-0347
Lot, 6 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. 99.90 ft
❑ Top of 3/4" pvc pipe
= Borings
Boring Elevations
B1 = 97.15 ft
B2 = 97.15 ft
B3 = 93.75 ft
B4 = 0.00 ft
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REGMTWS OFFICE
ST. CROIXCO. WIS .f!-
r9r awl 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
OF THE SE1/4 OF THE SW1/4 AND PART OF THE SW1/4 OF THE SE1/4 OF SECTION 36,
T30N, R20W9 TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN.
UN!, _[Ell LANDS smucl Yev eE wrEClm 9Y YuEn ICO.
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NC• N89-30`1 rE 18 7852.93•--
I/. UNE DRAINAGE EASEMENT -0- LINE TABLE
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\I \ 3 wl.F~ SECTION 36, T3ON, R20W
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OWNER: \ e~
PMNUS DEVELOPMENT CO. LLC.
100 SOUTH 2ND ST. `\\9G
HUDSON, N 51011 y \ 3000Atl45
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\ 1]0,681 10. R. _ ~O1g'
PREPARED BY-\y \ F~ 9
S&N LAND SURVEYING `fix / P• \seW' /irW c .
2920 ENLOE STREET \ \ ``y/L \ \ / UE"
-'•v` `ECenD
HUDSON, IN 54015 TN (715) 386-2007
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\ \ ` \ I ,gp9 -.rr fi Q Mr CdiMP MpNrLel
\ ~:~NC \ t N. '
PREPARED BY.
AUlCNLTING/
~ \ \ ~tyl~ ,r~~ ~ WiliElm rdM Na°E5n
2920 ENLOE 57REET \ 5~ /D / • a ' PurvoL
HUDSON, VA 54016 \ % 9~ N .Sw •x \ ^_r +rn rNOn 0.K
(715) 381-5277 \ / 0 yr , _ _ uscNrxl •c•
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CURVE DATA TABLE (ALL UNNMS µE N 9EED / F / 385 Wt. x70 .`I4 -1 Ou~ anw RAOM CnM 400 g4r8 Ara Tm9M1 80.0.19194 \ , /F v o p•
IAM10 .011 .PL aE1We10
NYm9W/ IN Le09p 098 94w919 WMN Lwl9q T4O- Y T ' 0"
201 113 UIS PFA W4µ f00r
CI a09r00]9Y]' N1912r1 wv 19.59 ICU H73e71'w N1m*5rw •
g 2Na0w 2riY]0' x311o'aew THA2 eN.H Nxaw'n11v Nb1e'aYW DRAINAGE "
s Mlaw lG'4W3r N==N"1 587A7 591 -W WW 0133'0.2, \ QY EASE ENT'P' - - a1A.A¢ EA54nlr fiauo.N.
5 1010.09 0 lr NIa:SO'ai.5'w 2070 m'T.15 N4r12Y3'w NN1Y4O'W \ ( LINE TABLE
ENSnxc 1TNCE
1 201- OO9r{.l' NM3YOIJ 110 110 Nb1YU'w -w.
\ i
C3 99100 1229'11 SSSb2a11' M32 193.30 S WWF xe414T1T \ / AWFCnW dsE. N r NECORaD BEAYxC NIO/al 0.41x12
G 2100 111371' SO01419.rE 110.95 NAe 5013727, MSWO*T , FI NT]2TtI0F Mll'
CS IS- le]S'W 5T{1YS119 40.21 .tae SeSS4'b'N seim'N'w / FT x18'12497 )Jl )l' T n9a p5[O ONHw,r
6 2A00 IYHbe' HIM53'W Ie0.0.1 11386 182']018', S]W45TD'W / F] xIB ]ST u)s' e N xwi - %5.9 x6N x.,IEx [lfv,nlw
a MOO 20{7'08- ST1Ve'SYW 9AOe 91.53 5,270'26.2 -e rW m
rv183]'19T T)fl%' x E ,0x£51 eVA.NC OPENrM.
23100 N7YSe' 1504419', YTe 89.]3 581.4]11, SN'IS'm'W ,e % ,e0. 9000 'M
7 PwTSI Nxnow OR
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3 e0A0 H1141 NIQW-'W 4113 Q.H s62167Yw 0116'18', \ 8665 WO.O]3.9 ' - - -
C9 90.00 232111r%N 914T N.H 2H11 W315.18-W NH1Y50T '
5 90.00 MV5r 5691741512 "M S9.H M31519'W =40'ITw 4 _ e.. ly
9 90.00 HlMrW 10.73.49"1 1011 123.59 Wr4C432 351133'077 2 $ .axl UPoV[w9, Iwrcu
1 90.00 MWOT M417614'E 7317 9391 SH•S70YE NMYSO'E OOO i Qb 101 uxE QF ,i 255
NO OMIXx4 waver
90.00 ]9107' 02'10194 49. 50.52 NH12'30T 81023'NT §
Nl 2530 4016'N' 09013a4 1N.0 19L27 NW23'4G'E NSWS'2DT 4
7 tssao 1191'12 N74W.4 44.70 MAS NOW2S •E .912~ -E p,
s SSlm 171118' H8032».5T 71.31 NA3 0912.04'9 HI1Y -E \ 4 a I LIEVAnON1 O[TENYIIICO e. O.P.S 0955RV.lid
9 231.00 IYWW N-W174T 4170 IC" NNW611E NN11'20'E 1 ♦s CROCx20 rp x,VO 1H1
C2 187A0 47{108' M1M33T 121.74 12A61 NSYH'20'[ M27W28T \ x 0145'
.3 M. 1815'10" 0812317 87.26 0- Ne21028T 0514'38T
04 Se100 HY79- 15131413T - NSO9 124,'247 5880115T
9 WCoO 287TI1 Sb1{O2'E IMM t02N -U.1 11741'407 \ I W
10 308.00 3611'11 WWS327.5T 22139 23126 93247407 18-VIVE 1 I TOP OP M1• APO
CIS 0.0.1.00 H7Y42' W4IW24'W 42299 40129 N99M'IS•W N007T2YE 1cH 410N PPE, 8 1 1.
\ \ OFVYO)9 61
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DRAINAGE EASEMENTS
NO ONNEP OR 11100M SH001 DO WOULD NIUVERE NM 1.d 1 N69.03'/2'W 718.91' M89-18.31-W 9
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RU NAT. 11116916WFE WT D OT \ ` \ I
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PLMI 1 N MY POW 00 MANAGE STATE, COUNTY MD 'm W23 WM MAY BE SII9.ER M .T 9 0. '\~/--\00 DE
EASD ENTIL WON WMWIE DITOES A0 OEOUATNNS (iE, WE1LANK MNYVY LOT A53ESw4NR flR ANY UPORANS 000 y1 OOUOiAS 1.
1NIG NNMY3 WAIER 0Wµ71 SCE. -SS 10 PARCEL EfG) B93'ME YPPOLdO1R m iNE RO,VI. / y
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CONTACT ONE T. M. CO w V-,O CR12
AM ME TON4 T a.. 35EPN m ADNCE '1 Ex 5 SCALE IN fEET 1' 80'
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