HomeMy WebLinkAbout004-1003-90-300
ST. CROIX COUNTY
WISCONSIN
ZONING DEPARTMENT
N N N N N N N N N rw~r_ ST. CROIX COUNTY GOVERNMENT CENTER
1101 Carmichael Road
Hudson, WI 54016-7710
Phone: (715)386-4680 Fax (715)386-4686
Memo to F'11e
From Jon Sonnentag
Date: 5/6/2003
Re: Soil on-site (NE % SW Sec 2 Town of Cady - John Sauers)
On May 2, 2003 a soil on-site was completed due to a report of marginal soils on the proposed
lot 3. Mary Jo Hollister completed the original soil report on October 23, 2002. This on-site was
required as part of the review for a proposed subdivision. Staff (Jon Sonnentag & Pam Quinn)
has determined that this site is suitable for a proposed septic system if the proper
improvements are made to the site.
The day was mostly sunny with temperatures in the upper 60's. The site is forested with a dense
canopy. Several hand borings were completed in the soil-tested area and each revealed high
moisture content throughout most of the profile. It was determined that the soil report for
borings 1 & 2 were accurate in reporting that redoximorphic features were not present within the
first 13 inches of soil. However, there is still concern regarding the moisture content. A few
redoximorphic features just below the A horizon were observed near boring 3, but were not
consistent with the soil conditions where the system will be installed.
*The system must be installed more towards borings 1 and 2 to avoid boring 3. To eliminate
shading and improve air movement, the surrounding trees must be removed. At least 24 inches
of sand and a low linear loading rate are also recommended for the system design.
r -
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SOIL EVALUATION REPORT Page _ of 3
Wisconsin Department of Commerce
f ; Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County
Att Bch complete site plan on paper not less then 8 112 x 11 Inches In size. Pian must
Include, but not limited to: verUcal and horizontal refeerenceannd dlstantce~rn eartest road. Pam
i percent slope. scale or dimensions, north arrow, a location Date
Please prf 7f'711brrR..;
- tes f"Ily Law. . 15.01 (t) (m))
Personal Inlom+aGon you provide may be u d la •ot~fr+ear'F4 9m +
a roperty Locatl , z51~ - 3
Property Owner J~ E 114 SuJ 114 S 7, T Z$ N R I W
50 RA l~rE K-S r
~ ALoI # Block # Subd. Name or CSM# 4R
prty Owner's Maliing Address -3-1
f G+ S.~M^ -3qoo PECX3~-~B►~o0 fl!1 , Qcity ❑ own NearesVill 'K1
cny state Zipc -0Dlage
L 5. /V1/~ J ( u GPO
~ Code derived design flow rate _y -
I New Constrvdion Useg) Residential / Number of bedrooms _ -
❑Replacement ❑ Public or commerdal - Describe:
N ' fl -
S Flood Plaln elevation if app(icabiu ft.
j parent material ^ l n~~ - j ~j
General comments qyi 5Ak)D -7 R~.~ `
and recommendations: (00wju ~ ST~I~ (pR0 ('oSEb
Boring L3 in.
a Boring # Ground surface elev. _Q$•2~ h• Depth to limiting factor Soil A Iii Rate
Pit GPD/PP
Heron Depth Dominant Color Redox Description Texture structure consistence Boundary Roots Eff#l 'Eff#2
Gr. Sz. Sh.
in. Munsell Qu. Sz. Cont. Color 34
Q, s d
y C Zf rn +
3 t -t
C3 Boring
_ In. Soil EC.1,oE,,Ra1te
Boding # Ground eurtPCe elev. 000 ft. Dspth to (Imitin9 factor
P;t
Horizon Depth Dominant Color Redox Desc4flan Texture Structure Consistence Boundary Roots -E ffi GI 'Eff#2
Qu. Sz. Cont. Color Gr. Sz. Sh.
in. Munsetl yr r 0-b 34 ~ Q 5 0.11
I _ta qiq q
s Z - a-s -co a. S 0S
Z U-I v Z- . S o.8
n 3 9 -13 p •t y-5 1 m sloK r
S1 } _ sb r p. z
3-14s 10 XKy 3 0 41Z H lie • Effluent #2 = BOD 30 mi and TSS < 30 mgrL
' Effluent #1 = SOD > 30 < 220 mgll and TSS >30 < 150 mglL CST Number
SI nature f i I j/' 7
CST Name (Please Print)
S
A\ 10 H L L ST F- inducted Telephone Number
Date Evaluation C
Address •t b -1"17.5
Wq175 b9o~hA~E, RIVE FAQ WE Sy0Z2
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Property Owner U -z 30" t~ Parcel ID Page if C OI
i ❑ Boring
Boring # q7 fp Z- ft. Oepth to limiting factor - in. Soil Ilcation Rate
i 3 Pit Ground surface elev.
Roots GPDIff
Horizon Depth Dominant Color Redox Description Texture ~ $~3h Consistence Boundary
i 'Etf#1 'Ef(#2
is In, Munsell Cu, Szz Cont. Color Q ~S 0S
Z y-'7 1C. z1 0.4
04 W
G ~ Z Qr~
Ny li 0 YKyI s cl
❑ Boring
Boring # ft. Depth to limiting factor In, Sal lieatlon Rate
❑ Pit Ground surface elev. - GPDIf4
Redox Description Consistence Boundary Roots r " In. Munsell
'Eff#1 'Eff#2
'i Horizon Depth Dominant Color Texture Structure
Cu. Sz. Cont. Color Gr. Sz. Sh.
Boring # Boring Ground surface elev. K. Depth to Iknlting factor in. $ell Uration Rate
❑ Pit GPD/ff
Horizon Depth Dominant Color Redox Description Texture Gr Sz. Sh, Consistence Boundary Rood 'Eff#1 'Eff#2
In. Munsell Cu. Sz. Cont. Color
'f
j'
= , < 30 ng/l and TSS< 30 mg/l.
Effluent #2 BOD
Effluent #1 = BOD, > 30 220 mg/l. and TSS >30:S 150 mgll
services or
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need material in an alternate format, please contact the department at 6i)R 266 3 t 5 t or TTY 60R•264-6777.
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CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 2,
TOWNSHIP 28 NORTH, RANGE 15 WEST, TOWN OF CADY, ST. CROIX COUNTY, WISCONSIN. 3
NOTE:
FOUND 3" ALUMINUM I
BEARINGS ARE REFERENCED TO O I 0)
COUNTY MONUMENT,
THE NORTH-SOUTH QUARTER I O I~
IJNE OF SECTION 2, MEASURED UNPLAT TED-.ANDS NORTH 1/4 CORNER
I I~
AS S 00'00'08" W. (ST. CROIX SECTION 2, T28N,
COUNTY COORDINATE %)pVv- NORTH LINE OF THE "NE 1 OF' THE SW 1 /4 R15W co
I-0 N 89 '18 45 E 1318. 94 Il
•••~NU"•p••••• I Z
1297.80' 21.1 1=
• "
• LYNN S•'.~i j N 1 M Ltz
Zo ROGER I F
= HUMPHREY LOT 1 APPROVED M 1 t 1 n 1 W
S-2188 .F. ST. CROIX COUNTY tee N I 1 l~ 1 N
rt WOODVILLE 603.791 SAc. Planrnrb 7.cx,ma a Pa s. a m~ c,1 3 1 3 I w
'co 1
•••yy INCLUDING R-O-W OCT 2 4 2003 s i I F-00 i a
to ones$ -J to
590527 S.F. 5 I 1-1 'Q I Cy
NO o~~ 13.56 Ac. If not recorded within 30 days of 0° I o o l I 001
IN, 3 r s EXCLUDING R-O-W °I
approval ~ aWovai void shM be ,n vt 1 10
W j 9~ 1 1 1
23.115
11, 331 iE
'
;o N 88'53'28" E 864.77' 429.95 ~ ir
oN 453.10' N 89'45'51" W 453.10' I I I Z
0 411.67'
~ 01, 000) of ~1 I of
W3: 17 P, QI ~I l I a1
Z= App~~~~ JI III I JI
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W N T CROIX U 4 Cam`'1 X31 l 1 z1
W LOT 2 - LOT n Zomq a^~` P ,r QI k~i I QI
00 a 33AS SF 4 2003 in al 1- I I
W o 263199 S.F. i° ^ 7.63 Atl 2 0 Zi 1 I ~1
zZ 6.04 Ac. 'q, W 30d Rof 1~I1
V) i\ co it not rva % ts WaPprvfoId S 89'45'51 " E 454.75' I 1
3 ,n o aNPro gull end
M S 89'30'14" W 429.95
~ 24.0 '
N r 125.00' Z I01
< o LOT 4 1
oo N o 3 166486 S.F. z 1 ►t%i 01 O)l
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n 0l p 3.82 Ac. o Y 1 3
0
I
3 Q1 M N INCLUDING R-O-W Z) 6 a1 e 1 00
JI w (o 157294 S.F. m m _ I o I
00 F-I N O O Wi OI ~°pa1
50' HIGHWAY o QI 0 50' HIGHWAY N EXCLUDING 1AR-0-W J o l lot
SETBACK LINE - oo a1 00 - - SETBACK LINE - - - - - - -464.98' - 1 iN1
to Z1 Z - - 442.94' .4E. 61 ' 26.37 31 _
S 89'30'14" W _283.00' _ 881.55' M co 0,
SA~ZIIJE ~89'30"i~' W 90TS2'- n - - - - - - - o
FOUND 3" ALUMINUM o
OWNER: ~TTATE-~ COUNTY MONUMENT,
LEGEND: SOUTH 1 /4 CORNER N
SURVEY CONDUCTED AT THE SECTION 2, T28N, R15W
REQUEST A RS THE OWNER: • FOUND 1" IRON PIPE
JOHN G. BLE DRIVE ■ SET 3/4" BY 18" IRON
3900 MINNEAPOLIS LIS M MPE N, , 5 55437 PIN WT. 1.50 LBS./FT.
MINN
COUNTY SE
(FOUND ASCNOTED)ONUMENT
55-94-3686-2003 NOTE: Z°°
DOT APPROVAL #
"CAUTION - HIGHWAY SETBACK
RESTRICTIONS PROHi'c!T
IMPROVEMENTS. SEE SHEET 2."
THIS INSTRUMENT DRAFTED BY ROB OHMAN SHEET 1 OF 2