HomeMy WebLinkAbout030-1088-60-006(6)
`~SCO sin ~ OIL EVALUATION REPORT p age 1 o #1669
}K,
Department of mme i accordance with Comm 85, Wis. Adm. Coda
Division of Safe ' and B iComgs Schmitt Soil Testing, Inc.
~Y
i.6teQt~WO OFFtG~ County
Attach complete site Ian o 2 1 inches in size. Plan must St. Croix
include, but not limit onzontal reference point (BM), direction and
percent slope, scale ensions, north arrow, and location and distance to nearest road. Parcel I.D.
Lot 6 W.V.E
Please print all information. R ie Da
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m))-
Property q f
Property Owner Property Location
Loegering, Keith & Kirsten Govt. Lot NW1/4, SW1/4, S29, T30N, R19W
Property Owners Mailing Address Lot # Block # Subd. Name or CSM#
P.O. Box 2143 6 Whisper Valley Estates
City State Zip Code Phone Number City ❑ Village M Town Nearest Road
El Granada CA 94018 650-6784823 St.Joseph 39Th St.
❑ 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 fl.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 100.39' based off contour line established a
99.30'. Slope of area is 20%. Depth to limiting factor is 23". ✓
F-11 Boring # ❑ Boring
® Pit Ground surface elev. 100.99 ft. Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/flz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-5 10yr3/3 none A 2mgr mvfr fs 2c,2f .6 .8
2 5-13 10yr6/3 none A 2fsbk mfr gw 2m,2f .6 .8
3 13-26 1 r4 4 no P sil 2msbk mfr gw 2f,lvf .6 .8
4 26-31 7.5yr4/4 c2d 5yr6/8 grsl Om mfi gw 1vf .2 .6
5yr6/2
5 31-66 7.5yr5/6 c25 55yyr6/6 grsl Om mf 2 6
Boring # ❑ Boring
® Pit Ground surface elev. 100.90 ft. Depth to limiting factor 23 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 0-7 10yr3/3 none A 2fsbk mfr cs lc,2f .6 .8
2 7-14 10yr4/4 none sil 3msbk mfr gw 2vf .6 .8
3 14-23 10yr6/4 none sil 2msbk mfr a lvf .6 .8
4 23-44 7.5yr4/4 cld 7.5yr6/6 grsl Om mfi fs lvf .2 .6
7.5yr6/2
5 4476 10yr5/6 c1d 7.5yr6/8 fsl Om mf .2 .5
7.5yr6/2
7-22" has silt skins on ped faces.
" Effluent #1 = BOD 5> 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) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 11/28/2011 715-247-2941
SBD-8330 (K07/00)
Prpperty Owner Loegering, Keith & Kirsten Parcel ID # Lot 6 W.V.E Page 2 of 4
F3 ] Boring # Boring
Pit Ground surface elev. 94.70 ft. Depth to limiting factor 28 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. *Eff#1 *Eff#2
1 0-8 10yr3/3 none A 2fsbk mfr cs 2c,2f .6 .8
2 8-15 10yr5/3 none A 2fsbk mfr gw 2vf .6 .8
3 15-28 10yr4/6 none A 3msbk mfr gw ivf .6 .8
4 28-47 7.5yr4/6 Y~/8 5yr6/2 sl Om mf cw .2 .6
5 47-76 7.5yr5/6 m2d 7.5yr6/8 sl Om mfi
r6 1 .6
7.5y 2
❑ Boring # ❑ Boring
Pit Ground surface elev. ft. Depth to limning factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Etf#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/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
I!
* 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 (8.07/00) SchmittSotl Testbv, 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: El Granada, CA 94018
New Richmond, WI 54017
Phone: 71 - 80-1978 Subdivision: Whisper Valley Estates
s~e„awre Lot No.: 6
oe~ ,,2o!/ Legal Description: NW1/4 SWUM S29 T30N R19W
. Backhoe Pit Township, County: St.I St. Croix County
♦ Bench Mark 1 El. 100.00' Top of 1" pvc pipe
0 Bench Mark 2 El. 101.77' Top of 2" pvc pipe
Slope= 20% Contour Line El. 99.30' Contour Line Length 90'
1"=40'
i 83f 3
S
Itbm -.A
fox
I M P,.Z
( I I f
001,
I I I I I
~ ~ ~ON7ou
~1 ,Lc f t
~ t I ~i
I I I
r l~~
ko -7
This Soil & Site Evaluation Report was completed to fulfill a St. Croix County Zoning requirement. The location the evaluatio
completed may or may not be suitable for your use and a new area may have to be evaluated.
• . o 941. / f Xs EAST- iIV ST i/4 LINE OF SECTION '
V
' _1E 112011'
( xr- ` x ( N89°414
i. 549' "
t x t ` f ~X,
„ r _ -T2'f 1 : ; / 4 979.3/ i .
93fi 6:.,,~ FMAO . , / ~.x t :tom / ~ t S • ~ / t ~9.:
Ila, 97"
N
X
927.0
q~ X43 '979 1 • ,
925.7`,j~`~,,
\ }
977 fro
940.7 976' } t
1
gel
1
%
56
_
i
r LE. 0.
957.6
1 `tit i i#1• ? t' i' jr r r% r nYV r r r F t y
c J 7• / 7 /
l
q5:
9 E
~r
r
-900.0 # r1ir/r J' x.rvrlkr~ir
B.O.=902.0. 1 r l.:r i r/:r , Y 9/' e~~
i \ • \ -°.,L,l r f r r ! 229s r 9°23 Ja:
S8
X t X \ s w. 915 3 x
.3 \ 902: \ r /
r ~
t-x X04
8971
♦ 1 L , 907 4\ 1 4 t -
,L.B 0.=900.0, t t'
♦ ; I I / INFILTR
Zw I ( ll I 1 ( LOTS 3,4.-s` li
X 9013. rn _ ~ INSTALL AN
GAM" DE
` gg q ! l 4 ` L" C
4
0 SEA F'I~OTS
ADD