HomeMy WebLinkAbout004-1028-30-200 lot 2 (2);c= U 0
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APR 0 3 2023
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W'tsc*r&n Depamnerit of Cornpnerc* S O ; L Elf ALLJA"'FIGN REFO RT T 90 C_
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piets site Pan o,v. -, pape!, nlesc than,1!42 x inches i-, size. Plan must. /NtLa!'�L COM. i
InclLije, buy not lim, itat tc, vetca� a, hOnzonta, reference poft. ISVI direc�io- ant.
P
pe bcafia,,, ant distance tc newesi road. i
rr,ent siope, scale or dimensions, no On arrow
Date
FR:;��e Zil VI-,
Phase print all informatior.
P&ISOM& Onfonnatior, vot: pfovicie mov be US66 for sec*fWaarN purposes 'Pnvacy Lay. 1. E.04 7`1) I, (M,
1Propertv Locatior
Promr�,, Cr*ner
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im i
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sonstrict. "Cr I Restdenba! /,NLjr.-6e!, o,,.r tej,-oom-_c Code deny design fiow le GRD
L7. Re;aoement
Put4i- o, comrrie-4 - Describe-
Parw� mateRall Piain eievabor r appficabie ft
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System Tlype 1?1014r2 � 4Z �v Svstem 'Elevation
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SaE -Applica6or Rate
HorizorF � p. t-,
Doftrlant Color; R&60X Desaipbon
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Texts sructure
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Consistence
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SNI !�p;)fic:abo. � Rate i
Horizon
Depth
in.
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Redox Descripbon
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Effluent V = BOL, > K < 22: m,:7+IL a!-t,.,' 'SS >Y0 < �50 Effluent #2 = BOD�a < 30 mgIL and T� < 3C rr*IL
arr 7e CST N e (Pisese Print) to CST 'Nurnber
Biro' Plumbing, inc. Shaun Bird -0000 226900
Address Date Evalua*n Conducted Telephone Number
Z
1432 120th St, New Richmond, WI 540 q-5 -- 1 Z715-246-4516
V/
Property Owner _
Boring # Boring
Pit
Parcel ID #
Ground surface elev. - -7 ft. Depth to limiting factor - :2�_ in.
7
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Boni # ❑ Boring
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❑ pit Ground surface elev. ft. Depth to limiting factor in.
Sail Application Rate
Redox Description
M�
Structure
Boni # ❑ Boring
Ground surface elev. ft. Depth to limiting factor in.
❑ Pit And On46-t2tinn Bata
Redox Description
* Effluent #1 = BODE > 30,1220 mg1L and TSS >30 c 150 mgA- * Effluent #2 = BOD5 130 mg/L and TSS 130 mg/L
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SBD-1330 (R.6100)
Soil Test Plot Pl
Project Name Craig Rainey
Address 8448 Hila Trail S.
Cottage Grove Mn 55016
Lot 2 Subdivision ------
un Bird
/ICSTM #226900
to 3/28/23
SE 1/4 S W 1/4S 12 T 28 N/R15 W Cad
Township Y
Boring Well PL Property Line county ST. CROIX
❑ � Q P Y
BM or VRP Assume Elevation 100 ft. Top of survey iron
System Elevation TBID * H R pSame as Benchmark
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 12,
TOWNSHIP 28 NORTH, RANGE 15 WEST, TOWN OF CADY, ST. CROIX COUNTY, WISCONSIN;
BEING LOT 2 OF THE CERTIFIED SURVEY MAP RECORDED IN VOLUME 29, PAGE 6672
AS DOCUMENT NUMBER 1086326.
LEGEND
COUNTY SECTION CORNER MONUMENT, AS NOTED
A FOUND 5/8 INCH DIAMETER IRON BAR
O SET 1 INCH OUTSIDE DIAMETER BY 1S INCH LONG
IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT
(N89°26'20"E 661.80') PREVIOUSLY RECORDED INFORMATION
P-DRIVE PROPOSED DRIVEWAY
FIELDWORK COMPLETED: MARCH 24, 2023
N
z
0
U X
W O
z
U�
J ul
W V)
_ o Q SCALE: 1 INCH = 250 FEET
o `
ono
�o uu0 = 250 125 0 250
B-1
AL SOIL BORING
- - BUILDING SETBACK LINE
FRONT: 50 FEET
SIDE: 10 FEET MINIMUM
2S FOOT COMBINED MINIMUM
REAR: 25 FEET
940INDEX CONTOUR
- -- - - INTERMEDIATE 2 - FOOT CONTOUR
C.B.A. ••: :•::•:-: :: CONTIGUOUS BUILDABLE AREA
12% - 25% SLOPES
NO SLOPES 25% OR GREATER
EXIST ON THIS PROPERTY
= z O
LlVERTICAL CONTROL DATUM: NAVD 1988 NORTH 1/4 CORNER SECTION 12
z FOUND 3/4 INCH REBAR
W ,cL =) �
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NORTH
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C.B.A._= 21.4 ACRES' = - ' C.B.A. - 2.4 ACRES
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CONTOURS, SLOPES, CBA & SOIL BORINGS
THIS INSTRUMENT WAS DRAFTED BY. JLV JOB NO. 8241-001 DATE. MARCH 30, 2023