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SiISt SOIL EVALUATION REPORT Page 1 of 3
Department of Commerce in accordance with Comm 85, Wis. Adm. Code
Steel's Soil Service
Division of Safety and Buildings
County
Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
/r°Ing
Plea l 1) Review By Date
Personal information you provide ay beLTpCr~oseYJA-., riv y is. 15.04 (1) (m)). /Z Z~ f~7
Property Owner y Location
Mark & Kathie Cellotti DEC 10 2007 Govt. Lot na SW1/4 SW1/4, S8, T31 N, R16W ./0O
Property Owner's Mailing Addr ss Lot # Block # Subd. Name or CSM#
2245 205th Ave. ST. CROIX COUNTY 1 na CSM Z00 = r
city State i0We OFPMe Num er City j Village i, Town Ne e o
Deer Park WI 54007 715-269-5307 Cylon 222Nd Ave
New Construction Use: Residential/ Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe: na
Flood plain elevation, if applicable 1041.68 ft.
Parent material Ground and en moraines, pitted glaical drift
General comments Mound Design, system elevation 102.9 6se' on con r fine elevation 102.005_ft. 11 inc hes minimuum
and recommendations: ASTM 3 mound sand. / O
S cel~,,, L - S
❑ Boring #
I, Ground surface elev. 102.05 ft. Depth to limiting factor 28 in. Soil Application Rate
Horizon Depth Dominant Co or Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-13 10yr3/2 none sl 2msbk mfr cs if .6 1.0
2 13-28 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0
3 28-48 5y r4/4 c2d 7.5yr5/6 sl om na na na .2 .6
Boring # Ground surface elev. 102.05 ft. Depth to limiting factor 32 y in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
.6 1.0
1 0-12 10yr3/2 none sl 2msbk mfr ctna
2 12-32 7.5yr4/4 none sl 2msbk mfr g.6 1.0
3 32-58 5yr4/4 c2d 7.5yr5/6 sl om na n.2 .6
uent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS - 30 mg/L
Effl
CST Name (Please Print) Signature: CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
1699150th St New Richmond, WI 54017 12/3/2007 715-760-0347
SBD-8330 (R.07/00)
property owner Mark & Kathie Cellotti Parcel ID # pending Page 2 of 3
F 31 Boring # Ground surface elev. 100.45 ft. Depth to limiting factor 25 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-25 10yr3/2 none sl 2msbk mfr cs if .6 1.0
7.5yr4/4 none sl 2msbk mfr ~na na .6 1.0
3 5yr4/4 c2d 7.5yr5/6 sl om na na 2 6
❑ Boring # Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # = Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef(#1 *Eff#2
Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
Steel's Soil Service
SBD-8330 (R 07/00) '
~
• STEEL'S SOIL SERVICE 3 of 3
David J. Steel Mark & Kathie Cellotti 1699 150th St.
CST-POWTSM SWl/4,SE1/4,S8,T3lN,R16W New Richmond, WI 54017
Lic. #248956 Town of Cylon, St. Croix Co. Direct 715-760-0347
CSM Lot 1 Fax 715-246-0318
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
1"=40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• =Alt Benchmark El 99.75 ft
Top of 3/4" pvc pipe
= Borings
Boring Elevations
BI = 102.05 ft
B2 = 102.05 ft_
B3 = 100.45 ft
B4 = 0.00 ft
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State of Wisconsin \ DEPARTMENT OF NATURAL RESOURCES
West Central Region Headquarters
Jim Doyle, Governor 1300 W. Clairemont Avenue
Matthew J. Frank, Secretary PO Box 4001
WISCONSIN Scott Hurmickhouse, Regional Director Eau Claire, Wisconsin 54702-4001
DEPT OF NATURAL RESOURCES Telephone 715-839-3700
FAX 715-839-6076
TTY Access via relay - 711
September 20, 2007 INF-WC-2007-56-0286ST
Ed Flanum
Northland Surveying
PO Box 14
Roberts, WI 54023
RE Request for Ordinary High Water Mark Determination located in the Town of Cylon,
Section 8 T31 N R16W St Croix County. Mark Cellotti Property
Dear Mr. or Ms. Flanum:
I visited this site on September 14, 2007 with DNR staff Dan Koich and Matt McFarlane. In
Wisconsin, the Supreme Court has defined a navigable waterway as one which has a defined
bed and banks and carries enough water to float a canoe or other watercraft during the spring
high water periods. Based on this definition and the conditions observed at your site, the Pond
on this property has been determined to be navigable/public.
The Department has determined that the Ordinary High Water Mark for this waterbody exists at
elevation 99.85 feet, local datum. The local benchmark, as described in the attached field notes
is a railroad spike located in power pole # 7506HH3, one foot off the ground, elevation 100.00 ft.
Chapter 30, Wis. Stats., permits are needed for work in and near this waterway. Information on
these regulations and application materials are available on the DNR web site at
www.dnr.wi.gov.
Certain activities may also require permits from St. Croix County and you should contact that
agency before beginning any construction at this site.
.If you have any questions about your permit, please call me at txtGmuPhone1.
Sincerely,
Dan Baumann
Watershed Management
cc: Kevin Grabau, St. Croix County Zoning Administrator, via email
Conservation Warden Paul Sickman, via email
Bob Baczynski / Dave Pericak, WDNR via email
dnrmi.gov Quality Natural Resources Management
wisconsin.gov Through Excellent Customer Service PMted
C RE EIVE
o
MAR 0 5 2007
CERTIFIED SURVEY MAP ST.CR IX COUNTY
LOCATED IN PART OF THE OF SW1/4 OF THE SW1/ OF
SECTION 8 AND PART OF THE NW1/4 OF THE NW1/4 OF
SECTION 17, T31 N, R1 6W, TOWN OF CYLON, ST. CROIX
COUNTY, WISCONSIN.
W1/4 CORNER
SECTION 8 LEGEND
;Z1,21 Is ALUMINUM COUNTY SECTION O q''~
CORNER MONUMENT FOUND 0, _ ~ OWNER SURVEYOR
O 1" STEEL SURVEY MARKER FOUND g M 7 MARK & KATHIE CELLOTTI EDWIN C FLANUM
-1 2245 205TH AVENUE NORTHLAND SURVEYING, INC.
0 1" O.D. IRON PIPE FOUND -I D
m c~ DEER PARK, WI 54007 P.O. BOX 1 WI 54023
W 3/4" X 18" IRON REBAR SET WEIGHING j O_ a ROBERTS
°J 1.50 LBS. PER LINEAR FOOT cni x T WOLLL 1@1: @15 DIEM plEM
65' 180' m n m
65' -X -X EXISTING FENCELINE z NOTE:
PER THE VILLAGE OF DEER PARK VILLAGE CbUNCIL:
Z m IMPROVEMENTS TO LAGOON DRIVE IS AT THE SOLE
O Ilw I NORTH LINE OF THE SW1/4 OF THE SW1/4 _ D1S RETION OF THE VILLAGE OF DEER PAR
S88°22'09"E 462.00' - w _ 9"E 782.$
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LOT 1
J 11 5.52 ACRES 240,267 SQ.FT.) I=i
88802 09 E j, S~ , a W c ► zl
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I 1 5' - to 214.50' I
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1 d 5' 03 N EXC. EASEMENT m ° ° N Z II
I GJ WATER ELEVATION ON 7/19/05 1041.68 o
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w 499.00' 16.53' O
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0 WATER MARK i O
ORDINARY HIGH
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I II I S ORDINARY HIGH
II WATER MARK
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-nn I I - a FOUNDATION
28.49 ACRES (1,241,203 SQ.FT. I p
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28.15 ACRES (1,226,156 SQ. FT:) I 0
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M.D. O.-HOUSE (SEE DETAIL) I i w~ m
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SHED ARN N87°44'1 0"W ~A
SW COR. DRIVJ ❑ N87e44.1.0„W 2597.17'----- 0.03' ~0 I wo z
SECTION
` - - --------------Q ---------------------N87°44 10 W 11&2 25 -
co
- W.
- -
SOUTH LINE OF THE SW1/4 OF SECTION g
NW CORNER q~ u NORTH LINE OF THE
SECTION 17 i/ CI M NW1/4 OF SECTION 17 5 )
{ 50'
I j S87044'1 0"E 50.18' N
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o a C~ N n
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60 170 x x-x-x SOUTH LINE OF THE NORTH 280' 124.10' ~Jt
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1192. :16.0 - Ri
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I m I nn ~~77~~nn OF THE NIW11/4 OF S/EECTION 17 ~
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200 O 200 400 I
;THIS INSTRUMENT DRAFTED BY KEVIN REED JOB NO. 05-55 DATE: 09-09-05 SHEET 1 OF 2 SHEETS
• 2 3- ~~o