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APR 01 2019 ! c
Moore*Department of Commerce SOIL EVALUATION RE ORT 71 I_ Ae PV _of
Division of Safety and Buildings 166, Y
in accordions*with Corning`)Wis. Adm. Code IZL'
Y - c
Attach compete site plan an paper not less than 8 12 x 11 inches in size.Plan must - l ' C/Q i /L
indude,but not limited to:vertical and horizontal reference point(BM).direction and Parcel I.D. l-1*i 044
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 01&' 1 OH 4—Ile'too
Please print all Information. Rev e� Date
j
Personal informeb on you prowl may be used for secondery purposes(Pmacy Law.I.15 04(i)(m)) / -! 1 Y`7/L Z
Property��� I lu Property Location r �
St tJ wig Govt.Lot ) 1/4�/E 1/4 S ZOT ZC( N R / E(or0
g Property Owners Mailing L 01 vt e 5 ( Lot if Block N Subd. Name or CST:,ovb �••�
City'I State Zip Code Phone Nurtber ❑IiCity ❑Village Town Nearest q
t iM 'M-tl�ts-t�WI 15D)� l I gcc N�vt�l.c7v� 1 Y , T�` Yty-e--
121•►aw Canabucfion Use Residential/Number of bedroomsSAT4 Code derived design flow rate 474-3-0/4 Oti GPD
❑Replacement /� ❑ Public or commercial-
Parent material - yQXQ ` 2-e SPC t--CS F Plain elevation if applicable N/ A--7 Oki I 2
General comments Prop afrea 94 I n'evt►- -ri led
land recommendations:
l
)e" if
C ystemS1I T pel tV - System Elevation ' l 7D
BorIg# +� IQ�
Pit nd surface elev./03 y V ft. Depth limiting ( n.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stu:tire Consistence Boundary Roots GPDAP
in. Munsel Cu.Sz. Cont.Color Gr.Sz.Sh. 'EAN1 'Effir2
o n spy�/ 31>, 0in P� . 6 ,
a 10-17 10(icl 9 e / l% _ray g , q r ,6
_3 I9- O 1,,rr`ll t, Ca- 57,Y1 C, sc./ —ram— N i.¢ pia "AP. N, I?
Pit Groound5 surface elev./051t--3ft. Depth b limiting factor___1 n.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAY
in. Muroel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
I 0 -'1 )Ut r-5i‘.- l' /, m�f C f' p,, i3
.z 9-t4 idf,sl( — ci �.- 1K rr ..y) /F . LI tic,
-3 1$-3U 7rsy,tl ( Cz-S5r- Ito SC- l —10-- zyt , fr' r 1," Aid? foe
•EfMfertt N1 a BOD.>30 5 220 mg&and TSS>30<150 •,/ •Effluent rr2 a BOD-<30 ng/L and TSS<30 mgPL
CST Name(Please Print) : ..,. tire J CST Number
Bird Plumbing, Inc. Shaun Bird j / 226900
Address / Date Evaluation Conducted Telephone Number
, 1432 120th St, New Richmond, WI 5401 3 —a q_/ P 715-246-4516
, )
Property Owner_ Parcel ID It Page d
❑ Boring
c..3 Boring N11.6,1 Pit Ground surface elev. ft. Depth to limiting factor In. Sol Application Rate
1
Horizon Depth Dominant Color Redox Description Texture Siructre Consistence Boundary Roots GPDRf
in. Mussel Qu.Sr Cont Color Gr.Sz.Sh. 'EffN1 'Eftr2
1 6^1.1- 10, r'7 - Si ( C ). - (o ,
z LZ
, - 3au'r51 II -- ( 1 r- r- ,..„, p ,
3 23-10 f1/ Cur/a5i,ti/ (o ( -w--- rt-- ►✓I4 1.')A (u)e .d, P
Boring x El Boling
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sot Application Rate
Horizon Depth Dominant Color Redox Description Texture Str udue Consistence Boundary Roots GPDfff
in. Mussel Qu.Sz. Cont Color Gr.Sz.Sh. 'Mt "VIM
Boring IS
Boring
❑ Pit Ground surface elev. ft. Depth to knifing factor In. Sol Application Rate
Horizon 'lepth Dominant Color Redox Description. Texture Struchre Consistence Boundary Roots GROIN
in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Ent ¶ft#2
4
'Effluent at =BOO,>30<220 mgnL and TSS>30<150 mg& 'Effluent ft2=BOO,<30 mg/I.and TSS<30 mpil
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311043w(NAM)
Soil Test Plot Pla n
Project Name Calvin Schwartz Sh Bird
iftv
Address 865 162nd St.
Hammond Wi 54015
if.TM #226900
Lot 1 Subdivision Dat• 3/30/19
SW 1/4 NE 1/4S 20 T 29 N/R17
W Township Hammond
0 Boring 0 Well PL Property Line County ST. CROIX
BM or V1ZP Assume Elevation 100 ft. Top of survey iron
System Elevation TBD *HRpSame as Benchmark
to 87th Ave
Scale is 1" = 40'
unless otherwise
noted
B-3
287' Property Line
■
70'
B-1 ► w ■ 20'
B-2
7% Slope 105'
103'
170'
♦
ok
1294' Property Line a'e/,
SOIL TEST LOCATIONS
CERTIFIED SURVEY MAP
THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER
OF SECTION 20, TOWNSHIP 29 NORTH, RANGE 17 WEST.
TOWN OF HAMMOND, ST CROIX COUNTY, WISCONSIN
North 1/4 Corner
Section 20-29-17 a PREPARED FOR
Aluminum Cap .J.7. Calvin Schwartz
Iz •-. UNPLATTED 865 162nd Street
tiN l g LANDS Hammond, WI
pOiN t '
..:tot IOC. 4 ,
NW Corner .. N89'33'35•E 1294.96' NE Corner
of SW/NE o•of SW/NE
0uf/ol 1
area ,1--- sod test LOT 1 37t,600 sq.ft. m
15,624 sq.ft. ti°' 0.N
8.531 acres g
0.359 acres I
66.00' 589'33'35•W 1294.59'
§7th A vsnyQ m '1/4410.004 See P 3 1184.59' a
I 2 Detail L`
•i ,tb• a,
i \al.' 8 8 4rri C
1' J9 LOT3 'z
CO
O. O n r
�(7/ /�--•i.. soil test`Tr.?J. iZ a
ei 2/ / '.P. 837.458 sq.ft. ;� im
�r �, �' 25o.00' 19.225 acres — io
CV 'i ' a u
?/ p/ 10, 1q Cl N89.39'4o'E
�i Qr/ ,' o�, o <I .
�\ ' 4
Tr,4' ce/`' LOT 2
a G
z' ' =N 489,109 sq.ft. 8 0 soil test a
a 0 11.228 acres 4— -. Cl
West 1/4 Corner
Section 20-29-17
Aluminum Cap ,.ale•'
� '`589'45'45"W SW Corner 646.62' 0 646.61' SE Corner}589'45'45'W •
262a.50' of SW/NE 589'45'45•W 1293.23' of SW/NE. 1293.23' •
a a 8^ 5210.96' East 1/4 Corner
v N N7. - UNPL.ATTED Section 20-29-17
v 0
U' o 1.,
• LANDS Aluminum Cap
a --
. ., No owner or resident shall do anything, which would interfere
South 1/4 Corner • with or change the operation of the approved comprehensive
Section 20-29-17 stormwater management plan, sediment and erosion control
Aluminum Cap plan for this Minor Subdivision This includes, but is not
limited to. building upon, obstructing, altering, filling,
Y. excavating or planting in any drainage easementls),
J1/ stormwater ponds, water drainage ditches, water runways.
y water culverts, or berms
PREPARED BY
SCALE: I" = 300' Joel A Brandt
'W v-- — 6 "-1 JB Surveying LLC
�11.i
1 0 300' 600'
LEGEND
0
North is referenced to the -- Found Government Corner
North-South Quarter Line o. Set 3/4" x 18" Iron Rebar
of Section 20-29-17, weighing 1.502 lbs /lineal foot
which bears N00.21'28"W .......Found 1.25" Iron Rebar
(St Croix County Grid System) (o.oa') Recorded Data Sheet 1 of 3 Sheets