HomeMy WebLinkAbout61000360174000_Conditional Use Permits_10-14-1998■
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THE ABOVE SPACE IS RESERVED FOR THE COUNTY RECORDER
APPLICATION FOR CONDITIONAL USE PERMIT
COUNTY OF OTTER TAIL
COURTHOUSE, FERGUS FALLS, MN 56537
(218) 739 - 2271
70'COMPLETE THIS APPLICATION IN BLACK INK
Application Fee
73^-;2-S-?0
Receipt Number
m ^ Q.CLHl>Uir S(e^vL%0(^
TOWNSHIP ( 3 1 RANGE
DAYTIME PHONEPROPERTY OWNER
ADDRESS
Me-LAKE CLASSLAKE NUMBERLAKE NAME
WeS-te-i^nTOWNSHIP NAMESECTION
KIb.FIRE NUMBER OR LAKE I.D. NUMBER
LEGAL DESCRIPTION
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EXPLAIN YOUR REQUEST
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I UNDERSTAND THAT APPROVAL OF THIS REQUEST APPLIES ONLY TO THE USE OF THE LAND.
I ALSO UNDERSTAND THAT OTHER PERMITS MAY BE REQUIRED, IT IS MY RESPONSIBILITY TO
iND A RESOURCE MANAGEMENT REGARDING THIS MATTER.CON
23/225”I
SIGNATURE OF PROPERTY OWNER DATE /
APPLICANT MUST BE PRESENT AT THE HEARING
A 1 A ?(Applicant Will Receive Notification As To The Date/Time Of Hearing)
V €II i
Accepted By Land & Resource ■^L & R Official/Date
f.cO fMTimeDate Of Planning Commission Hearing
Planning Commission Motion
OCTOBER 14, 1998
The Commission was informed that the Applicant's had
withdrawn their Application and a Grade & Fill Permit
(#2020) had been issued to them.
I
Chairman/Otter Tail County Planning Commission
County Board Action
Approved As Recommended
Denied As Recommended
I
Other
I
Chairman/Otter Tail County Board of Commissioners Date of Final Action
IICONDITIONAL USE PERMIT #
L & R Official/Date
Permit(s) required from Land & Resource Management I
NoYes (Contact Land & Resource Management)
Copy of Application Mailed to Applicant And MN DNR
L & R Official/Date
bk 0797-006
287.364 • Victor Lundoen Co.. Printers • Fergus Falls. Minnesota
i'xanning (Jommission
October 14, 1998
Page 5
Sandra King represented the Application.
Motion:A motion by Lachowitzer, second by Maske to approve as
presented, to allow the 2"*^ story to Unit #1.
Voting: All members in favor.
John & Jill Walkup - Withdrawn:
A Conditional Use Permit Application to put in earthen structures
and tile lines to control current water and soil erosion naturally
occurring. The structures and lines to be designed by the SWCD.
The property is described as Lots 1-2-3, Section 36 of Western
Township; Upper Lightning Lake (56-957), NE.
The Commission was informed that the Applicant's had
withdrawn their Application and a Grade & Fill Permit (#2020) had
been issued to them.
Withdrawn:
William Lemke/Brad Botner - Approved With Conditions:
A Conditional Use Permit Application to build a driveway into the
property to make this piece of land more accessible. The driveway
would be 2128.32' long with an 18' top.
drive, 100' will need fill,
next 80' will need fill,
for the 2 areas that need fill. The property is described as Pt
NW^^ E of RR Ex Tr & NE^X Ex EM NEM NEM, Section 23 of Fergus Falls
Township; Unnamed Lake (56-1480), NE.
At the entry point of the
The next 150' will be cut, and the
The fill from the cut area will be used
William Lemke, Chris Svingen (attorney) & Brad Botner represented
the Application.
Roland Braud concerns regarding the wetland in the area of the
proposed driveway and a possible water problem for Suncrest
Terrace if this project were approved. Gerald Thormondson
questioned the main purpose of this road (driveway?). Vic
Petterson (Fergus Falls Townboard) indicated that the Townboard
has no concerns with the project. Bud Noreson expressed concerns
regarding the possibility of a future gravel pit.
A motion by Lachowitzer, second by Trites to approve theMotion:
driveway as presented, provided a culvert be installed near Lot 1
Block 1 of Suncrest Terrace and the Applicant work with Land &
Resource to ensure proper stabilization and erosion control
methods are used.
present at the Hearing and were in approval of the 18' (wide)
driveway.
It shall be noted that the Townboard was
Voting: All members in favor, except Zimmerman.
OTTER TAIL COUNTY PLANNING COMMISSION
NOTICE OF PUBLIC HEARING
APPLICANT: John & Jill Walkup
RRl Box 34
Campbell, MN 56522-9606
HEARING DATE/LOCATION: October 14, 1998 at 8:00 P.M.
Commissioner's Room
Otter Tail County Courthouse
Fergus Falls, MN 56537
PROJECT DESCRIPTION (AS STATED ON THE APPLICATION):
Use Permit Application to put in earthen structures and tile lines
to control current water and soil erosion naturally occurring,
structures and lines to be designed by the SWCD.
A Conditional
The
LAKE NAME/NUMBER/CLASS: Upper Lightning Lake (56-957), NE
FIRE NUMBER: N/A
LEGAL DESCRIPTION: Lots 1-2-3, Section 36 of Western Township
The above Applicant has made Application to the Otter Tail County
Planning Commission for a Conditional Use Permit as per the
requirements of the Shoreland Management Ordinance of Otter Tail
County. Details of the Application are available for viewing at the
Land & Resource Management Office, Courthouse, Fergus Falls, MN
56537. Any comments regarding this request may be expressed at the
Hearing or forwarded to the Land & Resource Management Office.
INDIVIDUALS REQUIRING SPECIAL ACCOMMODATIONS SHOULD CONTACT THE LAND
& RESOURCE MANAGEMENT OFFICE PRIOR TO THE HEARING.
Bob Schwartz September 30, 1998
Chairman Planning Commission Mailing Date
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LAND AND RESOURCE MANAGEMENT
OTTER TAIL COUNTY COURTHOUSE, EER:GUS FALLS, MN 56537
)STATE OF MINNESOTA
)ss
, COUNTY OF OTTER TAIL )
I, Marsha Bowman,, duly appointed and Acting Secretary of the
Otter Tail County Planning Commission for Otter Tail County,
Minnesota, do hereby certify that on the ,,^6^ day of ,
1998, the attached Notice of Hearing and was duly served upon
the following: \sf
;=
County Sheriff
County Highway Engineer
Courthouse
.
Otter Tail COLA, John Matteson, R#2 Box 40W, Battle Lake, MN
MPCA, 116 E Front St., Detroit Lakes, MN
Terry Lejcher, DNR, Div. of Waters, 1221 E FirAve, Fergus Falls, MN
Arlin Schalekamp, DNR, Div.of Fisheries, 1221 E FirAve, Fergus Falls, MN 56537
Wildlife_^^^
56515
56537
56537
>
Doug Wells, DNR, Div. of Fir Ave, Fergus Falls, MN 5653721
Planning Commission Members
the attached sheet..
township Cl^k, Lake )4ssociation and those listed on/'
• / '
by placing a true and correct copy thereof in a sealed
envelope, postage prepaid, and by, depositing them in the U.S.
Mail.at Fergus Falls, MN, properly addressed to each of the
above'.'named at the addresses shown above.
Secretary
. {7 - total)
(afdvthrg.doc)
LISTING REQUEST FORM
HAPPLICANT:/
VP.C. MTG:
TWP.SEC.PLATS
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PAYABLE YEAR ROLL TYPES SECTION
1999RINCLUDE 25 THRU 26 INCLUDE 35 THRU 36 INCLUDE 0061TOWNSHIP
001 SORT BY PARCEL NUMBERSORT MODEL
MAXIMUM NUMBER OF LEGAL LINES TO PRINT....10
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OTTER TAIL-POST-CONVERSIONTA901L
Taxpayer
BRC Tax System09/23/1998 09:48:57 Name Address Legal Modeler
Dist T/C Sch
PAGE 1
Spl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #LegalName & Address Status
****************************************1999 R61000250116000SECT-25 TWP-131 RANGE-0446103 0061 0544 0310025336 PRI DONALD E BERGERUD ET ALATTN WALTER & DOROTHY BERGERUD RR 5 BOX 58 FERGUS FALLS MN uV“95.65 ACLOTS 1 & 2-LIFE ESTATE TO WALTER & DOROTHY BERGERUD56537-9224
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1999 R61000250119000SECT-25 TWP-131 RANGE-0446103 0061 0544 0310011938 PRI BARRY A & LORI A FABIAN RR 4 BOX 130 FERGUS FALLS MN 67.81 AC56537-9363 El/2 NEl/4 EX TR & NEl/4 SEl/4
1999 R61000250119001SECT-25 TWP-131 RANGE-0446103 0061 0544 0310099865 PRI LAURENCE F LEJEUNE 8989 WAYZATA BLVD MINNEAPOLIS MN 55426-1395 52.19 ACPT El/2 NEl/4 COM NE COR SEC
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OTTER TAIL-POST-CONVERSIONTA901L
Taxpayer
BRC Tax System09/23/1998 09:48:57 Name Address Legal Modeler
Dist T/C Sch
PAGE 2
Name & Address Spl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #Legal Status
CAMPBELL MN 56522-9606 7.50 AC
0099858 PRI CHARLES W & IDA MAE FABIAN 920 SUMMIT AVE E APT 201 FERGUS FALLS MN
1999 R61000250121000
SECT-25 TWP-131 RANGE-044
6103 0061 0544 031
56537-1654 54.40 AC
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6103 0061 0544 031 1999 R610 ■^T\22000
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0036720 PRI GERALD & ROSALIE DAVENPORT
RR 1 BOX 36A CAMPBELL MN
6103 0061 0544 031 1999 R61000260122001SECT-26 TWP-131 RANGE-04456522-9608 3.45 ACPT NWl/4 COM NW COR SEC 26,SLY 483' TO BG, SLY 450' ELY 333', NLY 450', WLY 333’ TO BG
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6103 0061 0544 031 1999 R61 50T24000
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6103 0061 0544 031IAN 1999 R610/0127000
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6103 0061 0544 031 1999 R61000260127001SECT-26 TWP-131 RANGE-04456522-9606 5.21 ACPT SE 1/4 COM Sl/4 COR SEC 26
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Taxpayer
BRC Tax System09/23/1998 09:48:57 Name Address Legal Modeler
Dist T/C Sch
PAGE 3
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1999 R610001 SECT/:6000:P-131 range-044TELSTADT 6103 0061 0544 0310030409 PRI ROBERT V & JANICE RR 1 BOX 26 CAMPBELL MN 125.00 AC , Sl/2 SWl/4 NEl/4, Sl/2 Stl/X- NWl/4, SWl/4 NWl/4, Sl/a iilAZ Sl/2 NWl/4 NWl/4
56522-aS0 /NW1I4
1999 R61000350167000SECT-35 TWP-131 RANGE-0440037538 PRI ALVIN R & ALICE F GEHRKE TSTEE 6101 0061 2342 ATTN CURT GEHRKE RR 4 BOX 197 FERGUS FALLS MN
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OTTER TAIL-POST-CONVERSIONPAGE
Taxpayer
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Spl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #LegalName & Address Status
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56522-9606
1999 R61000360175000SECT-36 TWP-131 RANGE-0446103 0061 0544 0310039720 PRI DONALD L MEYER RR 1 BOX 25 CAMPBELL MN 40.00 AC56522-9504 <Tswi/4 RWI
161000360176000 SECT-36 TWP-131 RANGE-044
0096814 PRI LORAIN & DOROTHY GEHRI^ TSTEES 6103 0061 0544 031
RR 1 BOX 27 CAMPBELL MN 56522'SWl/4^53.00 AC S 26 RDS OF LOT3lEl/4
28 RECORDS PRINTED
%
i
Print Key Output Page 1 09/23/98 08:58:435769SS1 V4R2M0 980228 OTTER
Display Device
User ....
QPADEV0053MBOWMAN
Inquiry Taxpayer/Legal Info
JOHN S & JILL LYNN WALKUP CAMPBELL MN 56522
TC906D 10 T56 BRC Tax System Bill No. Parcel No.R 39023 R 61000360174000 1998
Name
, i 0
Tax CodesTwn/Sch 0061 0544
Spec Dist 031 User Codes TIE District
Property
District Code 6103 20852& JILL LYNN WALKUP ^
Taxpayer JOHN S RR 1 BOX 34 CAMPBELL MN 56522-9606M k
Address PAS RECORD
AlternateLegal Description Sect/Twn/Range 36
PlatLot/Block
LOTS 1-2-3
131 044 Escrow&Deeded 110.00 AC«
Other 62581 JILL LYNN WALKUP OWNER
More Legal? NA=CSM B=ASM C=DQ D=NAL E=TR F=SP P=PA S=GS U=CAMA More Addresses? Y Mod? Action?
OS-yer 2.1
US Department of Agriculture
Soil Conservation Service
■
A
WATER AND SEDIMENT
CONTROL BASIN
DESIGN RECEIVED
OCT< 8 1993
LWD RESOURCE
prepared for
JTOMN WAL^KUF*
in
Otter Tail County, Minnesota
Designed by : BEM
Date
Checked by :
Date: 09/30/98
3"WATER AND SEDIMENT BASIN
DESIGN INPUTS:
Drainage Area
Curve Number
10 yr. rainfall
Soil Loss
= ‘14,5 ac.
= 73
Frontslope
Backslope
Top Width
Baseline to CL dist =
6,0 :1
6,0 :1
3,0 ft,
0,0 ft.
= 3,7 in,
= 0,0 T/ac/yr
DESIGN RESULTS:
t.= /'^\K~^n,= (/^,oyyin,
= U,/9cfs,
Height of Riser
Diam, of Riser
Diam. of Orifice
Discharge
Elevation of Ridge =
Elevation of Orifice =
Elev of low cl point =
Elev of low abutment =
94,4
90.3
93.3
104.4
62.9' cu.yds,
1.03 ac.ft.
0.00 ac.ft.
1.08 ac.
— 0,8 ft,
= 3.0 ft.
= 24.0 hr.
= 100 %
Volume of Fill =
Vol of Water
Vol of Sed
Area Flooded =
dl
d2
Drawdown Time
Delivery Ratio
Required storage was adjusted using the Larry Caldwell procedure.
Percentage of runoff volume stored = 64 Z.
The location of the ends of the dike are:
2+81 on centerline on the left end and
3+20 on centerline on, the right end.
4 P.'ll r / 77^')e
1
\
JOHN WALKUP water AND SEDIMENT BASIN 09/30/98 page 2
Section Number 1
-650,0 / 100.5
-200.0 / 104.2
Centerline Station
-600.0 / 102.0
0.0 / 104.4
0 + 00
-500.0 / 103.0
50.0 / 102.8
-400.0 / 102.3 -300.0 / 101.9
Section Number 2
-650.0 / 100.0
-200.0 /. 97.2
Centerline Station 1+00
-600.0 / 97.6 -500.0 /
-100.0 / 101.4
98.4
0.0 / 101.1
-400.0 / 99.4 -300.0 / 95.3
50.0 / 100.4
Section Number 3
-600.0 /
-100.0 /
Centerline Station 2+00
-500.0 / 97.5 -400.0 /
0.0 / 99.3
99.5
97.6
99.5
50.0 / 100.2
-300.0 / 94.0 -200.0 / 94.2
Section Number 4
-600.0 /
-100.0 /
Centerline Station
-500.0 /
0.0 /
3 + 00
99. 7
93.2
-400.0 /
50.0 /
95.4
93.3
94.9
93.0
-300.0 / 93.6 -200.0 / 92.6
Section Number 5
-700.0 / 102.3
-200.0 /
Centerline Station 4+00
-600.0 / 97.8 -500.0 / 96.6
-100.0 / 98.2 0.0 / 98.7
-400.0 / 96.1 -300.0 / 96.5
50.0 / 101.698.0
Section Number 6
-700.0 / 100.7
-200.0 / 100.5
Centerline Station
98.6
5 + 00
-500.0 / 100.0
0.0 / 100.9
-600.0 /
-100.0 / 101.2
-400.0 / 100.2
50.0 / 100.7
-300.0 / 100.2
»
\
I-392! -344! -297! -250! -202! -155! -108 I -60 -13 I 35!I I
:1+00
;
2+00 . u i
!
i/t
\
3+00 u ~
V '
4+00
i
;5+00 I
w = inaxinun yaterline Press any key to continue
■DS-7er 2J
US Department of Agriculture
Soil Conservation Service
DESIGN WORKSHEET
for
Circular Section
prepared for
jrOMN WAL.KU E>
in
Otter Tail County, Minnesota'
Designer : BEM
Date
Checker
Date: 10/05/98
JWl TO OUTLET
Slope
^ t
= 0.0023 ft/ft
value = 0.017 Hydr Radius =
Area Velocity
Capacity
0.25
0.47 sq.ft. 1.7 fps 0. 79 cfs
n
Diameter Depth of flow == 10 in.
8.0 in.
C
flff-yer 2J
US Department of Agriculture
Soil Conservation Service
A
WATER AND SEDIMENT
CONTROL BASIN
DESIGN
prepared for
jrOHN WA L.K.UF*
in
Otter Tail County, Minnesota
Designed by : BEM
Date
Checked by :
Date: 09/30/98
WATER AND SEDIMENT CONTROL JW2
DESIGN INPUTS:
Drainage Area
Curve Number
10 yr. rainfall
Soil Loss
2.0 ac.6.0 :1
6.0 :1
3.0 ft.
0.0 ft.
Frontslope
Backs lope
Top Width
Baseline to CL dist =
= 73
3.7 in.
5.0 T/ac/yr
DESIGN RESULTS:
6.0 ft.
6.0 in.
1.50-
0.11 cfs.
Height of Riser
Diam. of Riser
Diam. of Orifice =
Discharge
Elevation of Ridge
Elevation of Orifice =
Elev of low cl point =
Elev of low abutment =
101.5
97.3
100.0
105.6
irf^^
sr
dl = 0.8 ft.
= 3.0 ft.
= 24.0 hr.
= 100 Z
Volume of Fill =
Vol of Water
Vol of Sed
Area Flooded
30.0
0.14 ac.ft.
0.06 ac.ft.
0.30 ac.
cu.yds.
d2
Drawdown Time
Delivery Ratio
Required storage was adjusted using the Larry Caldwell procedure.
Percentage of runoff volume stored = 64 %.
The location of the ends of the dike are:
0+75 on centerline on the left end and
1+24 on centerline on the right end.
'■f
JOHN WALKUP . WATER AND SEDIMENT CONTROL JW2
' •>09/30/98 page 2
Section Number 1
-100.0 / 106.3
Centerline Station
0.0 / 104.6
0 + 00
50.0 / 102.3
Section Number 2
-350.0 / 105.2
Centerline Station
-250.0 / 105.4
0+50
-150.0 / 104.3 0.0 / 103.1 50.0 / 100.7
Section Number 3
-350.0 / 104.0
50.0 / 100.0
Centerline Station 1+00
-250.0 / 102.8 -150.0 / 101.4 -50.0 / 101.8 0.0 / 100.0
Section Number 4
-350.0 / 103.4
0.0 / 103.1
Centerline Station
-250.0 / 101.0
50.0 / 100.9
1+50
-150.0 / 100.3 -100.0 / 10.0.6 -50.0 / 102.6
Section Number 5
-350.0 / 103.1
-50.0 / 104.5
Centerline Station
-300.0 / 102.3
0.0 / 105.0
2 + 00
-250.0 / 102.3
50.0 / 101.5
-150.0 / 101.6 -100.0 / 102.0
Section Number 6
-150.0 / 102.8
Centerline Station 2+50
50.0 / 105.00.0 / 105.6
i
/-2701 -237 I -204! -171! -1381 -105 I -72 I : 27-39 -6II I I
0+00
i
/I
Ij0+50 I
1+00 Uy■y
/
:i
1+50 y 'y I
I
I2+00
2+50
w = naxinun uaterline Press any key to continue
*v
'S.';
'• flS-Yer 2,!
US Department of Agriculture
Soil Conservation Service
A
WATER AND SEDIMENT
CONTROL BASIN
DESIGN
prepared for
^OHN WAL.KU F>
in
Otter Tail County, Minnesota
Designed by : BEM
Date
Checked by :
Date: 09/30/98
WATER AND SEDIMENT BASIN JW-3
DESIGN INPUTS:
Drainage Area
Curve Number
10 yr. rainfall
Soil Loss
2.3 ac.Frontslope
Backslope
Top Width =
Baseline to CL dist =
6.0 :1
6.0 :1
3.0 ft.
0.0 ft.
= 73
3.7 in.
5.0 T/ac/yr
sr
DESIGN RESULTS:
Height of Riser
Diam. of Riser
Diam. of Orifice =
Discharge
6.0 ft.
6.0 in
1.50
0.11 cfs.
Elevation of Ridge =
Elevation of Orifice =
Elev of low cl point =
Elev of low abutment =
97.3
93.0
95.6
103.3
It. jyTin%-
dl = 0.9 ft.
= 3.0 ft.
= 24.0 hr.
= 100 X
Volume of Fill =
Vol of Water
Vol of Sed
Area Flooded =
45.7 cu.yds.
0.16 ac.ft.
0.07 ac.ft.
0.37 ac.
d2
Drawdown Time
Delivery Ratio
Required storage was adjusted using the Larry Caldwell procedure.
Percentage of runoff volume stored = 64 Z.
•j uj ~Ql ^ >
The location of the ends of the dike are:
1+55 on centerline on the left end and
2+49 on centerline on the right end.
I
JOHN WALKUP WATER AND SEDIMENT BASIN JW-3 09/30/98 page 2
Section Number 1
-100,0 / 105. 9
Centerline Station 0+00
50.0 / 103.30.0 / 103.3
Section Number 2
-250.0 / 104.1
Centerline Station
-150.0 / 99.4
0 + 50
-50.0 / 98.5 0.0 / 99.8 50.0 / 101.2
Section Number 3
-250.0 / 100.5
Centerline Station
-150.0 / 97.3
1+00
-50.0 / 96.5 0.0 / 97.9 50.0 / 100.2
Section Number 4
-200.0 / 98.0
Centerline Station 1+50
-150.0 / 96.2 -100.0 / 95.9 50.0 / 99. 70.0 / 97.5
Section Number 5
-200.0 / 99.0
Centerline Station
-150.0 / 98.6
2 + 00
-50.0 / 98.1 0.0 / 95.6 50.0 / 98.3
Section Number 6 Centerline Station
-200.0 / 100.3
2 + 50
-100.0 / 100.9-250.0 / 102.4
95.8
-50.0 / 100.1 0.0 / 97.3
50.0 /
Section Number 7
-200.0 / 102.8
Centerline Station
-150.0 / 101.9
3+00
-50.0 / 101.2 0.0 / 98.0 50.0 / 94.6
-180 I -1581 -1351 -113 -91 I -47 I-69 I -25 I -2.20 IIIIII
0+00
0+50
1+00 U y
1+50 w y
2+00 y
2+50
3+00
w = naxinun uaterline Press any ]<ey to continue
**' f
OS-Jer '2.1
US Department of Agriculture
Soil Conservation Service
A
WATER AND SEDIMENT
CONTROL BASIN
DESIGN
prepared for
JTOMN WAL.KU
in
Otter Tail County, Minnesota
Designed by : BEM
Date
Checked by :
Date: 09/30/98
WATER AND SEDIMENT BASIN JW-4
DESIGN INPUTS:
Drainage Area
Curve Number
10 yr. rainfall
Soil Loss
3.8 ac,6.0 :1
6.0 :1
3.0 ft.
0.0 ft.
Fronts lope
Backs lope =
Top Width =
Baseline to CL dist =
= 73
3.7 in.
5.0 T/ac/yr i,
i /tDESIGN RESULTS:
90.4 V
86.0
88. 7
100.4
/./6.0 ft.
6.0 in.
2.00 in.
0.20 cfs.
Height of Riser
Diam. of Riser
Diam. of Orifice =
Discharge
Elevation of Ridge =
Elevation of Orifice =
Elev of low cl point =
Elev of low abutment =
dl = 1.0 ft.
= 3.0 ft.
= 24.0 hr.
= 100 Z
Volume of Fill =
Vol of Water =
Vol of Sed =
Area Flooded
39.2 cu.yds.
0.27 ac.ft.
0.12 ac.ft.
0.52 ac.
d2
Drawdown Time
Delivery Ratio
Required storage was adjusted using the Larry Caldwell procedure.
Percentage of runoff volume stored = 64 %.
The location of the ends of the dike are:
0a32 on centerline on the left end and
0+68 on centerline on the right end.
a 3 -
-3451 -303! -2621 -2201 -1791 -137 -96 -54 -13 29I
0+00
0+50 u
1+00 MU
1+50 w W
2+00
2+50
w = naxinun waterline Press any l^ey to continue
■0H.-7er 2J
US Department of AgricultureSoil Conservation Service
DESIGN WORKSHEETforCircular Section
prepared for
JTOHN WAL.KU E>
in
Otter Tail County, Minnesota
Designer : BEM
Date
Checker
Date: 10/05/98
JW2 TO JW3
Slope = 0.0130 .ft/ft'n ' value = 0.015 J Hydr Radius =
AreaVelocity = Capacity
0.09
0.05 sq.ft. 2.2 fps
0.11 cfs
Diameter
Depth of flow =6 in. 1.8 in.
aj-7er 'U
US Department of Agriculture
Soil Conservation Service
DESIGN WORKSHEETforCircular Section
prepared for
JTOHN WAL.KU E>
in
Otter Tail County, Minnesota
Designer : BEM: 10/05/98 Checker
DateDate
8+00 TO JW4
= 0.0007 ft/ftSlope
"n ' value = 0.015
Hydr Radius =
AreaVelocity
Capacity
0.20
0.25 sq.ft. 0.9 fps
0.22 cfs
Diameter =Depth of flow =8 in. 5.4 in.
. OH-Yer.2.11
US Department of Agriculture
Soil Conservation Service
DESIGN WORKSHEET
for
Circular Section
prepared for
^OHN WAl^KUF^
in
Otter Tail County, Minnesota
Designer : BEM
Date
Checker
Date: 10/05/98
JW4 TO OUTLET
= 0.0007 ft/ft
value = 0.017
Slope Hydr Radius = AreaVelocity
Capacity
0.250.46 sq.ft. 0.9 fps
0.42 cfs
n :s
=r
= 10Diameter Depth of flow =in.
7.8 in.
S /