HomeMy WebLinkAbout034-1039-20-100 (2)
CEIVED
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WisconsinDepartment ofCommery;~ (,"')E~rl-s'Y SOIL EVALUATION REPORT Page of
Division of Safety anO'1~t ildirlgs ',.Fa`r~ i
" in acco dance with Comm 85, Wis. Adm. Code
County t (1
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must 3 a) -7f'- r'^
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 1 /0Z I
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 9 ZO - dQC>
Please print all information. Revie by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). L
Property Owner 14C Property Location
~ Govt. Lot 1/4 J;~ 114 l T/2 N R ~E (or)
Property Owned Mailing Address Lot # Block # Subd. Name CSM#
40
State Zip ode Phone Number
1 ❑ City C] VllageT Ne est Road
22-New Construction Use: Residential / Number of bedrooms Code derived esign flow rate GPD
Replacement Public or commercial - Describe:
Parent material ✓1' ~~o Flood Plain elevation if appli ble t ft.
General cornnments
and reconxnendations:
✓ e
System Type lf/fyr 4 System Elevation
T
® 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. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
Ll ' 6
' y^ C&2
41
i 7. J r- M14; X1,14- ® Boring # O Boring ~ ~ ~
Pit Ground surface elev. i ft. Depth to limiting factor- in.
Soil A-pplication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. j*Eff#1 'Eff#2
r
1-3 N- a
Effluent #1 = BOD. > 30 < 220 nxVL and TSS >30 < 150 ` Effluent #2 = BOD, < 30 mg/- and TSS < 30 mg/L mge/ CST Name (Please Print) ure CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 540 1 7 715-246-4516
Property Owner _ Parcel ID # Page of
Boring # 2 Boring O
® pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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
's---- ( ate F~
16
c >
❑ 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. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
❑ Boring
E-1 Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate
Horizon 7epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mgAL and TSS < 30 mg/L
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SBD-8330 (R.6P00)
1
Soil Test Plot Ma
Project Name Nathan Zielsdorf Sh ird
Address
N13594 10th St.
Clear Lake Wi 54005 #226900
Lot 1 Subdivision Date /23/17
NW 114 NE 1/4S 17 T 29 N/R15 W Township Springfield
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 2" pipe
System Elevation TBI *HRPSame as Benchmark
Ct,R F
350' 70'
B.M.* 30'
96' 98'
Scale is 1" = 40' 95' 97'
unless otherwise B-1
noted
0
B-3 5
10% Slope
0'
0'
B-2
Property Line
RECEIVED C~m-aoj7-oll'
ST. CROIX COUNTY
,OMMUNITY DEVELOPMENT
2; e ls~~e F
CERTIFIED SURVEY MAP
LOCATED IN THE NW1/4 OF THE NE1/4 OF SECTION 17, T29N, R15W, TOWN J
OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN.
OWNER SURVEYOR Icy ~3
LEON RINGSTAD EDWIN C FLANUM d~
2835 COUNTY ROAD "E' NORTHLAND SURVEYING, INC.
GLENWOOD CITY, WI 54013 P.O. BOX 152
AMERY, WI 54001
I I
UNPLATTED LANDS
N1/4 COR. SEC. 17 I LOT 1-_C.S_.M. NE COI. SEC. 17
1" STEEL SURVEY I V. 10, P. 2945, DOC_ #530685_ 1" STEEL SURVEY
MARK NAIL FOUND - _MARK NAIL FOUND
NORTH LINE OF THE NE-1/4, SEC. 17 S89°52'14"W 1331.90' o COUNTY ROAD "E" cr, - I
so 0 665.95' 6p 665.95' U~ S
Off, 02 0 p7,
S897521 4"W 426.96'
S89°52'14"W 800.28'
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CEO o r X r X W 1~~tS~,
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LOT 1 cl) OUTLOT 1
C9 rn 20.20 AC. INC. R/W rn N 20.19 AC. INC. R/W rn N
880,070 SQ. FT, w 879,564 Sq. Ft. ro m
00
19.31 AC. EXC. R/W 19.42 AC. EXC. R/W j
Z 841,161 SO. FT. 846,014 SO. FT.
{{{111110/~~ m
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t~i~ r~°r EpW~t'L` 7 { ~ z
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664.11' 664.11'
C~ SOUTH LINE OF THE NW1/4 - NE1/4 N89°48187E 1328.22' i C
UNPLATTED LANDS
G N P BEARINGS ARE REFERENCED TO THE NORTH LINE LEGEND
O , OF THE NE1/4 OF SECTION 17, BEARING S89°52'14"W. ST. CROIX COUNTY SECTION CORNER OF I j p
(ST. CROIX COUNTY COORDINATE SYSTEM). RECORD. POSITION VERIFIED WITH WITNESS
THIS INSTRUMENT DRAFTED BY EDWIN FLANUM MONUMENTS OR MONUMENTED AS NOTED I j Z
Cl) JOB NO. 17-23 DWG - CSM2 DATE 2-21-17
3/4" IRON REBAR FOUND cn
D 1 z I
P ❑ 3/4" X 18" IRON REBAR SET WEIGHING
z m 0 1.50 LBS. PER LINEAR FOOT
D r m
n c co SCALE IN FEET 1" = 200'
0~
C m0
z M
0 0 200 400 SHEET 1 OF 2 SHEETS