HomeMy WebLinkAbout026-1061-70-000 a T
'-Departme t�nt��_ i c:' #1769
SOIL L'l6X- 16N REPORT page 1 of 4
'
"' S P=° Safety and in acogro.se"0090MMW ,Wis.Adm.Code
+� Professional Services �OMNIUNMi' ' rE Schmitt Soil Testing,Inc.
County
Attach complete site plan on paper not less than 8%:x 11 inches in size. Plan must St.Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.
Part of:026-1061-70-000 �
Please print all information. Rev
i By Da
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). e 5
Property Owner Property Location
Hause,Jeff JG Hause Const. Govt.Lot NW11 , SW1/4, S20,T30N, R18W
Property Owner's Mailing Address Lot# Block# I Subd.Name or CSM#
193 3rd St. North 1 I Pending
City State Zip Code Phone Number City ❑Village ❑ Town Nearest Road
Bayport MN 1 55003 1 651-439-0189 Richmond I Cty Rd A
Z New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GIRD
❑Replacement ❑ Public or commercial-Describe:
Parent material Outwash(Burkhardt Series) Flood plain elevation,if applicable
General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation for area 1 is(High trench)92.20',(Low
and recommendations: Trench)91.70'. Slope of area is 77%.
7 6h- ;s
F-11 Boring#
❑Boring 2ervv� '� is fY'
❑Pit Ground surface elev. 96.25 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKP
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#1 "Eff#2
1 0-9 10yr4/3 FILL sl 2fsbk mvfr as 2vf 0.6 1.0
2 9-14 10yr3/2 none sl 1mp1 mfr gw 1vf 0.4 0.6
3 14-22 7.5yr4/6 none scl 2fsbk mfr gw 1vf 1 0.4 0.6
4 22-27 7.5yr4/6 none grsl 2msbk mfr gw ------ 0.6 1.0
5 27-52 7.5yr5/6 none cos Osg ml as ------ 0.7 1.6
6 52-110 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
Z
2 Boring# ❑Boring
❑ 9
Pit Ground surface elev. 96.80 ft. Depth to limiting factor 116 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. "Eff#1 -Eff#2
1 0-14 10yr4/6 FILL sl 2fsbk mfr as ivf 0.6 1.0
2 14-22 10yr3/2 none sl 2fsbk mfr gw 1vf 0.6 1.0
3 22-32 7.5yr4/6 none sci 2msbk mfr gw ----- 0.4 0.6
4 32-43 7.5yr4/6 none grsl 2msbk mfr gw ------ 0.6 1.0
5 43-59 7.5yr5/6 none grcos Osg ml as ------ 0.7 1.6
6 59-116 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
y2•
Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L Cj "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 12/18/2014 715-760-1978
SBD-8330(807/00)
Property Owner Hause,Jeff JG Hause Const. Parcel ID# Part of: 026-1061-70-000 Page 2 of 4
Boring
3 Boring# ®Pit Ground surface elev. 94.85 ft. Depth to limiting factor 121 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. I *Eff#t *Eff#2
1 0-15 10yr3/3 FILL sl lmpl mfr as ivf 0.4 0.6
2 15-26 10yr6/4 FILL s Osg ml gw 2vf 0.7 1.6
3 26-35 10yr3/3 none sl 2fsbk mfr gw 2vf 0.6 1.0
4 35-47 7.5yr4/6 none scl 2fsbk mfr Cs ------ 0.4 0.6
5 47-82 7.5yr5/6 none grcos Osg ml as ------ 0.7 1.6
6 82-121 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
❑Boring
F4] Boring# pit Ground surface elev. 94.75 ft. Depth to limiting factor 121 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. *Ef1#1 *Eff#2
1 0-20 10yr3/3 FILL sl impl mfr as ivf 0.4 0.6
2 20-34 10yr3/2 none sl impl mfr gw 2vf 0.4 0.6
3 34-54 10yr4/4 none scl 2msbk mfr Cs ------ 0.4 0.6
4 54-71 7.5yr5/6 none grcos Osg ml as ------ 0.7 1.6
5 71-110 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
❑Boring
Fs Boring# E,Pit Ground surface elev. 96.85 ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Etf#t 'EfP#2
1 Pit dug foundation buried here
When pit was dug,part of a concrete foundation was found.
*Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<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) Scylla SON Teov,Inc.
_ _ ----- - Page 3 qi 4
Cod�uced --con-d gctea-Ror: -
_ _
Schmitt Soil -- - ---- -hlarx►e----.--- - ---Jett ---
Thomas J. Schmitt,CST 2274291 Address: 193 3rd St.jNortS -
-- ---------- ity, State, Zip: Bayport,MN5$003!—
—__ - W-
Phone:11 - 60-108 Subdivision: Pending ! __
Signitlim Lot No. --- 1
egaf 9es riptjotr N W114 SWj/+S2O T30N R!" -
- - _
■ BaCkhoe Pit _ Towns nd Towashipz St,Croix Coun
—-*Bench Mark 1 Vii. 100.00'Top of 2'PVC pipe. ---
--- 3 Ef. --- ------ -- --- --
------ --
Scale V=40'
-- -- ----- -- — — ` I 1 h--�
t
'
ai---- -- � - - ---- - -- - ------ - - ---- — ---
---- - --- --- - - -----
�'; gr✓1.� � �'' ARM " ----
---
Lc,� e yv -
k
x,t
�4v
rx •�,V
' L
� w
I v
< w
r
g Ya"
ar y� yH�,„bs�? m`� •- ,i`• `�.� fig:: `� 1.'
CERTIFIED SURVEY MAP
Located in the Northwest Quarter of the Southwest Quarter of
Section 20,Township 30 North,Range 18 West,Town of
Richmond,St.Croix County,Wisconsin.
i-NORTH LINE OF THE SW 1/4
OF THE NW 1/4 OF SEC.
1339.20 ��-- —
N89 59'35"E
LEGEND W I/4 CORNER OF SEC. 20, i
DENOTES 3.25 INCH ALUMINUM T30N, ROW, FOUND ST. --- 393.39
C
ST.CROIX CO.MONUMENT UNLESS ROIX CO. ALUM. MONUMENT 500°08'36'E y °o.
OTHERWISE INDICATED.
• DENOTES FOUND 1"O.D.IRON PIPE /
0 DENOTES FOUND 2"O.D.IRON PIPE
O DENOTES SET 1"O.D.X +" •P '
24"IRON PIPE WEIGHING P{
1.68 Las PER LINEAR (r`
----- FOOT L �� /
DENOTES 12'WIDE UTILITY EASEMENT •'
,`,_ /� 2:-
19.1'
.0 V' ' Q.
NORTH
0 100 y sy�599 ' o�PS� �P 5 o 3
7m7i 8 goo
IX jk \ gyp'`\V \r-`
` i ��\ � ' �
/ l P°' LOT 2
X074 0��q.ft. 112,594 sq.ft.
1 1.70 acres 2.58 acres
to 00
N89,76771 pE ^ham \` ci M
j � k� -- --- 37'± SYC� l \ x I
0 .,
N
NT 1jO 6f -196
BEARINGS ARE REFERENCED 36.+
TO THE EAST LINE OF THEN
SW 1/4 OF THE NW 1/4 OF Ilk& ` 2s� ----_
SECTION 20,T30N,RI 8W,
WHICH IS ASSUMED TO OWNER:
BEAR S00°08'36"E. JAM Freedom,LLC
solo
8750 SWx®ter Blvd.N.
SBMN 65 MN 55082 a C O N
Phase 651.27589
.89 i y�� �4•�1 ,`_
Fox 651.275.8976 i �� SE CORNER OF 3 i
denocesurvey �
.i6 [aA18 L. 0 THE SW 114 OF I
j OF THE NW I/4 OF n
SYLLWATBi % SEC. 20.------ "i
MN
to< p rt 89°55'58"E
(t1-vo aua�E�� --1339.02
CORNERSTONE THIS INSTRUMENT WAS S DRAFTED
LAND SURVEYING, INC BY DANIELL.THURMES
SHEET i OF 9 SHEETS
i
mrn o C y
O N 7 m O C
f2
m W d i
LD
N m 3 3 N 0
U R N K U m
/� V LLrj = Z in m m O d �_ m a c x U m W ` o� Lm
m m
C m vp x ao Vs m f m mE Z m c
•Q s�w N O E O N O fn O Z N W !� W N U L J O' 7 (n U 2' R' 0' 3 F
L CI (D IL m O O W LL U J d a a a a �- w N Ar
N
N
9
'L 4a
►V
"4
w
,. z