HomeMy WebLinkAbout030-1088-60-006(14)
Wis. Adm CREPORT e, #1677
Page 1 of 4
NVIsconsin M ~ ce with Comm 85, VALUATION
W.
Department of Commerce
WIL Division of Safety and B ' ngsj ~ Schmitt Soil Testing, Inc.
CountyAttach complete site plan on per not less than 8% x.'11 inche in size. Plan must St. Croix
include, but not limited to: vert I and h J~Pr r, *Mh a point M), direction and
percent slope, scale or dimens ns, noroi+i, and I n a q to nearest road. Parcel I.D.
i,3 ~tC~ Lot 14 W.V.E.
Pleas print
l R lewed Date
Personal information you provide m purposes (Privacy Law, s. 15.04 (1) (m)). ' ZD
Property Owner Property Location
Loegering, Keith & Kirsten Govt. Lot NW1/4, SW1/4, S29, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
P.O. Box 2143 14 Whisper Valley Estates
City State Zip Code Phone Number City 0 Village ❑ Town Nearest Road
El Granada CA 94018 650-678-4823 St.Joseph Highland View Road
❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Outwash ( Hubbard loamy Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area suitable for a mound sytem. System elevation is 100.42' based off a contour line established at
99.92'. Slope of area is 210/6. Depth to limiting factor is 35"
F-11 Boring # ❑ Boring
❑ Pit Ground surface elev. 100.74 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 0-11 10yr3/4 none Ifs lfsbk mvfr gw 2f,1vf .5 1.0
2 11-17 10yr6/4 none fs Osg ml (:w 1vf .5 1.0
3 17-49 7.5yr5/6 none fsl 2msbk mvfr cs lvf .4 .8
4 49-96 10yr6/4 none fs Osg ml .5 1.0
17"-49" has a high_fine sand content.
2] Boring # ❑ Boring
❑ Pit Ground surface elev. 100.62 ft. Depth to limiting factor 35 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 0-4 10yr3/4 none ifs lfsbk mvfr gw lf,2vf .5 1.0
2 4-11 10yr4/4 none Ivfs lfsbk mvfr cw 1vf .4 .8
3 11-35 10yr6/4 none vfs Osg ml is .4 .8
4 35-74 7.5yr4/4 1 c20y5r/5/2 5/6/6 vfsl lmsbk mfr .2 .6
1
17-49" has a high fine sand content.
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 S30 mg/L and TSS S.30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 11/29/2011 715-247-2941
SBD-8330 (F..07/00)
Property Owner Loegering, Keith & Kirsten Parcel ID # Lot 14 W.V.E. Page 2 of 4
Boring # ❑ Boring
® pit Ground surface elev. 97.02 ft. Depth to limiting factor 61 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2
1 0-6 10yr4/3 none ifs lfsbk mvfr gw if,2vf .5 1.0
2 6-10 10yr4/4 none Ivfs lcsbk mvfr gw lf,2vf .4 .8
3 10-45 10y r6/4 none vfs Osg ml gw 1m,1vf .4 .8
4 45-61 10yr5/6 none fs Osg ml cs .5 1.0
5 61-90 7.5yr4/4 5 r6 2 sl Om mfi .2 .6
17"-49" has a high fine sand content.
-T T
❑ Boring # ~ Boring
[-1 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/ft'
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 (8.07/00) Schmitt Sol Tesft, Inc.
Page 3 of 4
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Keith & Kasten Loegering
Thomas J. Schmitt, CST 227429 Address: P.O. Box 2143
1595 72nd St. City, State, Zip: Et Granada, CA 94018
New Richmond, WI 54017
Phone: 715-760-1978 Subdivision: Whisper Valley Estates
Signature Lot No. 14
Date Legal Description: NW1/4 SW1/4 S29 T30N R19W
Backhoe Pit Township, County: St. Joseph, St. Croix County
0 Bench Mark 1 El. 100.00' Top of 1" pvc pipe
0 Bench Mark 2 El. 101.70' Top of 2" pvc pipe
Slope= 21 % Contour Line EI. 99.92' Contour Line length 105'
1"=40'
UAtH4,
/o
5~4 -A /Zb Q
P I V)414C~
/~•f 1~ l~lGt~~~iyd
View
5,L`4'k Pry VP AT Z-,fAl
This Soil & Site Evaluation Report was completed to fulfill a St. Croix County Zoning requirement. The I tion the evaluation was
completed may or may not be suitable for your use and a new area may have to be evaluated.
.INE OF SECTION 29 : ' / tcas,=N89°41'91°E 5245.18'--
'E 1120,11'
! '549' t x1~ Qje
f f't I1 / 97'9
t / r / t / i x~ 983.6 e3 `®Q
X
9.3
f 11 / ,x
71 / 4 97/4 984.9
€ [ l ! { / / I r/{ t o X 981.5 `980 ti
X
r 979.E x /t h / i
983.3
?2 rA@C3nM
/ it f i ` t s 1-.~fa ~~t' ,r / ~
s 977,16 ? f / 983.2 !
3. E.4
-O f / t
f
~ ; t ? i (SEE IN N14
97i 6 P,i`Itt 98 i /B5\7N
/
' 982.9 s /
y\ ° r, ro i t j 1 _ /f. j'' /J►l/ 0~ /979.
X, l f r j ! ( k.. 68.8 -g 80
Ile
X966.4 975.2 3');a x
-976.3
913
'X xz~
✓ i 1 s
BWE=9d2.0K Z86
OX~
f 1 1 fLB.a=964. 978.9
j, 9 ,957.6 ,r / i t Q► / s ` v
gym- / !\Q
t r 59:5. m 0 \
966.5 t~
:ifst► s~i~I 1 Idt ' ~`~yy X \ 1 i~ N 1 S / ~~-9 v:
96
r')t6 { V41 x ~I r
r~ " .s>€ f 971.2 971.3
Z~L2.9 970.7 971.8 972.9 ' .
X
973.2
':59°23_ '29"W 733.89'
,
x
`c 4,~O[CD LaC~~G°3C X9., sX >;jj f--
7/1 O`
x 974.5 4.
7 x 971.8^'`k
,
-j ~ r 970.4 r
W.
999.9 f ; LOCATION SKEr
m
INFILTRATION NOTE: ~
I f sf r LOTS 3A5,1 0,11415 MAY BE REQUIRED TO
INSTALL AN INFILTRATION TRENCH OR RAIN I
GARDEN DEPENDING UPON THE FINAL
LOCATION OF CONSTRUCTX)N'ACT?VMES.
SEE PROTECTIVE COVEIWS FOR ~