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#1755
• ' NyLeonsin SOIL EVALUATION REPORT
Page _ 1 of 3
Department of Commerce in a with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
Division of Safety and Buildings " ECE, County
Attach complete site plan on paper not less tba M 1 inches in size. Plan mu St. Croix
direction a d Parcel I.D. - q1 QZ --6z
include, but not limited to: vertical an fiz re poigIM
percent slope, scale or dimensions, north a to ion i to ne est road.
Please rint all in rm rCR Reviewe y Date
P OIX C(~(1rly) s. 15.4 (1) (m)). I S
Personal information you provide may be used for s lRypt.
Property Owner Location
, T30N, R20W
Pirius, Terry Govt. Lot na N 1/4, ZI 6
Property Owner's Mailing Address ~LL75# Block # Subd. Name or
400 South 2nd ST. na Seven Oak p
City State Zip Code Phone Number City ❑ Village ® Town Nea
Hudson WI 54016 715-386-0252 St.Joseph 125Th St
Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
® New Construction
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 10fft Trenches spaced and depth to code 3.75ft below grade.
and recommendations:
❑ 1 Boring # ❑ Boring
® pit Ground surface elev. 107.50 ft. Depth to limiting factor 110 in. Soil Application Rate
z
Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft *E 1 *Eff#z
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-6 10yr3/2 none sil 2msbk dfr cs 1f .6 .8
2 6-18 10yr4/4 none scl 2msbk dfr cs if 4 6
3 18-110 7.5yr4/4 none cos osg ml na na 7 1.6
f
.r q,
2 Boring # ❑ Boring J
❑ ® Pit Ground surface elev. 107.50 ft. Depth to limiting factor 110 in. Soil Application Rate
2
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft *E 1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-10 10yr3/2 none sil 2msbk dfr cs 2f .6 .8
2 10-48 7.5yr4/4 none grcos 2msbk mvfr cs if .7 1.6
3 48-110 7.5yr4/6 none cos osg ml na na .7 1.6
" Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 f--30 mg/L and TSS < 30 mg/L
ture: CST Number
CST Name (Please Print) Sig na 248956
David J. Steel
Date Evaluation Conducted Telephone Number
Address Steel's Soil Service, Inc. 7/27/2005 715-760-0347
994 200th St. Baldwin, WI 54002 SBD-8330 (8.07/00)
Page 2 of 3
Property Owner Pirius, Terry Parcel ID # Pendinc
❑ Boring 75
El Boring # ® Pit Ground surface elev. 102.10 ft. Depth to limiting factor 110 in. Soil Application Rate
.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E 1GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-12 10yr3/2 none sil 2msbk mfr cs if .6 .8
2 12-35 10yr4/4 none Sid 2msbk mfr cs na .4 .6
3 35-84 7.5yr4/4 none cos osg ml cs na .7 1.6
4 84-110 7.5yr4/6 none ms osg ml na na .7 1.6
/
r
❑ Boring
Boring # F-1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
F-1
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *EtGPD/ftEff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
❑
Boring # Boring ❑ Pit ft. Depth to limiting factor in. Soil Application Rate
Ground surface elev.
Consistence Boundary Roots *Eff#tGPDIftEff#2
Horizon Depth Dominant Color Redox Description Texture Structure
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
* 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. Steel's Soil Service, Inc.
SBD-8330 (8.07/00)
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel Terry Pirius 994 200th 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, Z 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. 99.80 ft
-L j O Top of 3/4" pvc pipe
Borings
Boring Elevations
?~6 2 B1 = 107.50 ft
B2 = 107.50 ft
B3 = 102.10 ft
B4 = 0.00 ft
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COUNTY PLAT OF:
SEVEN OAKS
ooucus.i. -y
SWIUCNRES 4AY aE AfiEC1FD BY
INLTPIE Le.0. (COYEST BUEOMO LOCATED IN PART OF THE NE1/4 OF THE SW1/4, PART OF THE NW1/4 OF THE SE1/4, PART
B NOPUan"`fv rc E e°~aucN"n `E «M0H OF THE SE1 /4 OF THE SW1 /4 AND PART OF THE SW1 /4 OF THE SE1 /4 OF SECTION 36,
EKw L.T. etunEn sHlu a S
gMPIM EE m - 1MQ PROPER T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN.
sTmlcnRE BEYKMN Ano ,wPROPRUTE
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OWNER:
1 J nwE-962e jH
PIRNS DEVELOPMENT CO. U.C. ;
100 SOUTH 2ND ST. DRAINAGE
HUDSON. N 51016 SaE~ot 11 EASEMENT •J" B
PREPARED BY: \ \ las AaES j LINE TABLE $
_E -pa Ofi / IJ1,1,J 50. R. J et4CLllpl a5'l. $~!j
SAN LAND SURVEYING Seit II6'W /f f \ \\'.A•` Leo-910.3 ~>~'Prir I9e~sP' :r0.
2920 ENLOE STREET y
: " M /w. et 150' \ 1 ✓J NJ]llY6'W 9PM'
HUDSON. YA 5♦016
(715) 386-2007 '12411A AVENUE'. pest . \ Id !ASlNENI ssO'41 w -11' f`
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PREPARED BY: 1m a Co
AUTH CONSULTING/ Wetse ( kl .
ASSOCIATES .........I............
2920 ENLOE STREET
"'G Oaf S%~~ \ _ \ RKOUS
A B0. 1 aE-Of-SAO
HUDSON. M 54016 .v
(715) 391-5277 >EWaalAasFefl`'~'°' T>K IV
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EASEMENT'." I'w'ees SO. rr.
LINE TABLE
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SCALE IN FEET 1" - 60'
600 _~60
SHEET 2 OF 3 SHEETS
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