HomeMy WebLinkAbout030-1088-60-006(2)
016 11-&D POUJ-rS
S L EVALUATION REPORT #1667
Department of C merce in a rdancewith Comm 85, Wis. ' Page 1 of 4
Division of Safety d Building ► Schmitt Soil Testing, Inc.
Attach complete site pla on page' r no `1 ~ inches in size. Plan must -County ` St. Croix
include, but not limited to. verticak' erence point (BM), direction and
percent slope, scale or di nsi ow, and location and distance to nearest road. Parcel I.D.
Lot 2 W.V.E.
PI P print all information. R Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).r
Property Owner Property Location
Loegering, Keith & Kirsten Govt. Lot NE1/4, SE1/4, S30, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
P.O. Box 2143 2 Whisper Valley Estates
City State Zip Code Phone Number ❑ City ❑ Village M Town Nearest Road
El Granada CA 94018 650-678-4823 St.Joseph 39Th St.
® New Construction Use: M Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe: f
Parent material Glacial till (Amery-Cromwell S P3L Flood plain elevation, if applicable NA ft.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 97.93' based off contour line established at
97.43'. Slope of area is 11 Depth to limiting factor is 32".
Boring # Boring
® Pit Ground surface elev. 98.03 ft. Depth to limiting factor 34 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 0-5 10yr3/3 none sit 2mgr mvfr a 2m,2f .6 .8
2 5-14 10yr5/3 none sil 2msbk mfr gw 2c,2m .6 .8
3 14-24 10yr4/4 none sil 2msbk mfr gw 1m,1f .6 .8
4 24-34 7.5yr5/4 none Sid 3msbk mfr gw 1vf .4 .6
5 34-68 10yr6/3 m3p 5yr6/8 sicl lmsbk mfr .2 .3
7.5yr6/2
14"-24" has silt skins on ped faces.
Boring # ❑ Boring
® Pit Ground surface elev. 97.78 ft. Depth to limiting factor 33 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 0-10 10yr3/3 none sil 2fsbk mfr cs 2m,2f .6 .8
2 10-18 10yr6/3 none sil 2msbk mfr gw 2f,1vf .6 .8
3 18-33 7.5yr4/6 none stcl 2msbk mfr gw 2vf .4 .6
4 33-43 7.5yr5/4 c2d 5yr6/8 fsl lmsbk mfr CS 1vf .2 .6
5yr6/2
5 43-69 10yr6/3 m3p 5yr6/8 sil Om mfr 0.0 0.2
7.5yr6/2
it
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <30 mg/L and TSS <_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 11/27/2011 715-247-2941
SBD-8330 (R.07/00)
Property Owner Loegering, Keith & Kirsten Parcel ID # Lot 2 W.V.E. Page 2 of 4
71
F Boring # ❑ Boring
® Pit Ground surface elev. 95.21 ft. Depth to limiting factor 32 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
1 0-12 10yr3/3 none sil 2mgr mvfr cs 2m,2f .6 .8
2 12-25 10yr5/3 none Sill 2fsbk mfr gw 2m,2f .6 .8
3 25-32 7.5yr4/6 none sil 2msbk mfr gw 2vf .6 .8
4 32-38 7.5 r5 6 m2d 5yr6/8
y / 5yr6/2 9rts lcsbk mvfr cs 7 1.6
5 38-64 10yr6/3 m3p 5yr6/8 7 5 r62 A Om mfr 0.0 0.2
25"-32" has silt skins on ped faces
❑ 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/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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •042
' 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) Schtft Scd TEsuiv, Inc.
Page 3 of 4
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Keith & Kirsten Loegering
Thomas J. Schmitt, CST 227429 Address: P.O. Boa 2143
1595 72nd St. City, State, Zip: Et Granada, CA 94018
New Richmond, WI 54017
Phone: 715-760-1978> Subdivision: Whisper Valley Estates
Signature ~G Lot No.: 2
Date f f 7 a1o!/ Legal Description: NEi/4 SE1/4 S30 T30N R19W
Backhoe Pit Township, County: St. ~~y~p1St. Croix County
A Bench Mark 1 El. 100.00' Top of 1" pvc pipe
0 Bench Mark 2 El. 101.72' Top of 2" pvc pipe
Slope= 11 % Contour Line El. 97.43' Contour Line Length 85'
V 40'
1
1
og
S
o
a \ ~
Cowrok(L
I-/NF
~ ~ 39
0 7L
s
This Soil & Site Evaluation Report was completed to fulfill a St. Croix County Zoning requirement. The location the evaluation was
completed may or may not be suitable for your use and a new area may have to be evaluated.
SEC71►V 853.7~~
EAST-W 30
EST 1 /4 LINE OF :
WIDE PfiOTECT1VEj sEAS~T 1/41 WEST
89°:31 i 1 E 974■~ BUFFERS( t
WRY Y CQRIVEFi 1 CORNE
r 15~ .1 ~(5)(d} X : err` t S}E.CTION♦~30♦~, ; $ECTIC
~(~I~ A~ ~1B84i' Iii~* _ ♦ ~Y}`\ yfj t n♦
\ - t will
44
~
1 t rrf i
861.5 fir,
1 s f i y{} I gip. s L., f ~r,= s.
/ I • 85 4 LB O. -BB7
i r f tf X °o~: 3• ' 1 i£`1Y,y t ,rt~Xt' ! I
,75- N
\ WIGABLE T' " i . i v ° / / l~ E (j i Y11
f
SETBACK- / i //%•s'~ p-y♦'.~''Y3~`+' 4v J~ I { T V, ■ i
f K t , E y TI
se-
870 ` ~~^r i•. G/' z~,
~.Ky\~ .d'~i-r-i°r•,,F /.:rte / . _N• ~ .e• f' i ~ f t~,~ c f`'~Y.~~ °
X Ile
r... _
~\T ~ .tom ~ ~ f•
-
--0RAINFiELD 'r ~7 ~'°y''' ~ \ _ ~ ~
1411
3
, r,'` ''i:/f/',~f / 1',, ~ ``Y• ~ • . 1 885
I
J, xi
I.
r~1~ i$ r f WETLAND LIM(TS• f i
50' WIDE PRO
I M / UFFER PER NR 866
Y \ ~
\ \ \ ~ Y,. (d \ - ~ ` 151s12(5)( { f `1B 0 a / Q
=898.:0. s ~ ,1 d
L i• x ! Lk Ilk
\ : co I 1
" 897,
i.4
T
\ % ter- ~~;.~'r'~"Y~•i.l'.L"~•y`/~'i:•7_"i.,f-r'1` ~ \ t
)
-•N V' l S'\_.~.7'.s~/`r-~.Y,~-,~.~-.~.cc.r-fv-ir/.4 i~i„, ' ` .
.932.7:. ! ~ t ~ t•-~ ~a .u~'"Cr-~✓.:7".41`i ~7.,z1:i~
r[ t.
'1' ~ - ~I / •-r.~c.u•.c.i.c.T„C~.Zc~ri~ , V 1' f' \
940-
\l\ s
LNG SEFT-s
'*,1EN7 3.1
~,G. 525 :L . air