HomeMy WebLinkAbout018-1044-04-000 (2) •
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APR 01 2019 •
Wisconsin Deportment of Commerce SOIL EVALUATION REPORT1//St I Page ot
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Division a Safety and Buildings /t7 bl a�;1 At.
in accordance with Comm 85.Wis. Adm. Code c
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Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must J 0� /�
include.but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. i•.C: OOr7
percent slope.scale or dimensions,north arrow,and location and distance to nearest road. O 1$—1 O4-1 y
Please print all Information. Reviewed by provide Dateat /
Personal infonnat.on you .de may be used secondary purposes(PrivacyLa*.s.15.04(1)(m)) 1!t )4 I I 8+/7( Z"Z_
Property Property Location r
L2 I l%J S u.)q/- f-k Govt.La J 1/4pE 1/4 S ZOT Zcj' N R / '7 E(or/w)
Property Owner's Mailing Address L t It Block a Stbd. or SCMS L•�
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CifY State Zip Code Phone Number ❑City 0 Village Town Nearest
t6N►• 1-A.)115D/�1 ( ) tti` ,Y1r 1 •Y _
1544eVi Construction Use&Residential I Number of bedrooms ./4 Code derived design flow rate 46-0/4 frfJ GPO
❑Replacement 0 Public of fommerdal-Describe:art)
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ft.Parent material U� 5 •1 -Cc 1tS flood f�elevabon if applicable NJ A—ZMO . .
General comments -4bkd C l -er- CV
and recommendations
v4,X.System Type r1'1'p u System Elevation I l7
ikou,nrl/ —Min;Mww+ lulu
I Boring �y"
Boring* Pit Ground surface elev.19 , l ft. Depth lo limiting factor-1ii__n.
Sal Application Rate
Horizon Depth Dominant Color Redox Desaipbon Texas. Structure Consistence Boundary Roots GPD1I?
in. Munsel Ou.Sz. Cont.Color G.Sz Sh. 'Eifel 'Eft#2
1 O-3 /O r7it L sl J11 ' ' CX' /( r ( r$
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� !Plt Ground surface elev.?fig. Z-rt. Depth to limiting factor ( 7 n.
Sod Appligton Rate
Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPD/ff
in. Munset Qu.Sz. Cont.Color / Gr.Sz.Sh. J •Eff81 'Effe2
I 0-9 )0 r3/t, _51,l ., r /Y1c ' C C ! / 6 , g
Z 4-( ' i01(5 V l'.( avr ,k ,,,r) - . 4A) / ,
3 I?-30 7.,r Ali cis -y-b s l - ,_ mg i A N o4
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•Effluent in =BOD.>30<220 mg&and TSS>30<1 ,I •Effluent p2=BOO,<30 mgrt and TSS<30 ng/L
CST Name(Please Print) -. ., - - CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 5401 3 - 2 g_( p 715-246-4516
Property Owner -__--
Parcel ID# Page of
Bang ❑ Boring
Pit Ground surface elev9-71 1 ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots t GPD/ff
in. Munsell Cu. Sz Cont.Cola Gr Sz.Sh. 'ER#1 'Eff#2
',7 izilir (r. if , 6 .S
z (rra(O 1 r}/i/ l.1s4�— y , `-( 1
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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/ff
in. Munsefl Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eft#1 'Eff#2
❑ Boring
Boring# Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Sod Application Rate
Horizon 'lepth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft
in. Munsell Qu.Sz. Cont.Color Gr.Sr_Sh. — 'Ent 'Eff#2
•Effluent#1 =BOD,>30<220 nxyL and TSS>30<150 mgA. 'Effluent#2=BOD,<30 mg&L and TSS<30 mg/L
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SaW))O(r envoi
Soil Test Plot Plan
Project-Name Calvin Schwartz
Shaun
Address 865 162nd St.
Hammond Wi 54015
CST #226900
Lot 2 Subdivision Date 3/ 0/19
S W 1/4 NE 1/4S 20 T 29 N/R17 w Township Hammond
Boring Q Well PL Property Line County ST. CROIX
. BM or VRP Assume Elevation 100 ft. Top of steel fence post
System Elevation TBD *HRpSame as Benchmark
-44
646' Property Line
969' Property Line
97, 98'
Scale is 1" = 40' 95 96B.M.
unless otherwise 110'
- noted30'
'1
11'
B-2 180'
t 0'
75' � B-3
6% Slope
V
B-1 to 87th Ave
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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
Sechon 20-29-" t PREPARED FOR:
Aluminum Cap _4_ Calvin Schwartz
iz _ UNPLATTED 865 162nd Street
N L.i$ LANDS Hammond, WI
p Oi co .e '
....:(.....co, '
NW Corner:* N89'33'35'E 1294.96' 'NE Corner
of SW/NE • of SW/NE
DUilOf 1CO
area h`'•� sod test LOT 371,600 sq.ft.
15,624 sq.ft. _? 8 8.531 ocres g
0.359 acres 66.00' 589'33'35-W 1294.59' LA
0
87th Avsnyt 8 10.00 1184.59' o
See Pq.3 a'
,, ' z - .. Detail g'
88 rn
y-"o , Lora
Yr" . soil s test :�•,.", lz Is
�Q/ 2/ ay, 837,458 sq.ft. . 1.
im
/ 0/ '' 250.00' 19.225 acres '0
O/ \ • °/ / 0
2/ Or •LA 9 rn N89'39'40'E '`o
0/ 0, ,' N %1.' 4, a'
.8/ Q/ i 000 N. . 0
r';' -I LOT 2 4
Q/ y/
4 u $ u sod test N
N 4E49,109 soft. .o P a
N
v 11.228 ocres y, _
In
West 1/4 Corner
Section 20-29-17 s°
•Aluminum Cap �as,.7
.`589'45'45'w SW Corner 646.62' 646.61' SE Corner sa9'45'45-w '
w'� 2624.50' I 0 W/N of SW/NE 1293.23' ,���
N z„ 589'46'46°W 1293.23'
i aj'8 A 5210.96' East 1/4 Corner
> i UNPLATTED
N Section 20-29-17
,'.-U im = LANDS Aluminum Cap
!* 4 No owner or resident shall do anything, which would interfere
"7-
South 1/4 Corner 0 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,
excavating or planting in any drainage easementlsl,
Xstormwater ponds, water drainage ditches. water runways.
water culverts, or berms
PREPARED BY.
41' SCALE: 1' = 300' Joel A Brandt
'W 4_� 8 18 Surveying LLC
0' 300' 600'
LEGEND
0..._Found Government Corner
North is referenced to the
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 125" Iron Rebar
(St Croix County Grid System) (o.00) .._Recorded Data Sheet 1 of 3 Sheets