HomeMy WebLinkAbout38000350286000_Conditional Use Permits_04-07-1993OTTER TAIL COUNTY
Conditional Use Permit CUP^j^^
QUir~l^(( Cduri'hj
Covr-f RrgcJS U(l^. Ma/ SfS37
h&L Sec. Twp.l^
f^Wo's SdH
_________________ C^LH)
ls.sued 1319^)3 , Expire.s 19‘^f
Work Authorized Q-P an sl^
pd-e, (u/f-oPI mil -fo dcMcm^~^-eftLdc Y^n; , ri^tr/janK^
y^{i\'r<rkon i- on ^4ql Std^d-f^rhM
gp-kuis on iiit at U4-t^ by:
OWNER'S NAME:
Address
M‘< <ig-Location:^41Lake No.Range Twp. Name
NOTE: This card shall be placed in a conspicous place not more than 4 feet above grade on the premises on which work is
to be done, and shall be maintained there until completion of such work. NOTIFY DEPARTMENT OF LAND AND RESOURCE
MANAGEMENT. TELEPHONE (218) 739-2271 WHEN AUTHORIZED WORK HAS BEEN COMPLETED.
OTTER TAIU COUNTY, MINNESOTA
Board of County Commissioners
Land and ^source Management
fl-pril 15^1. Earthmoving shall be done between
2. Entire area shall be stabilized within 10 days of the completion of any earthmoving.
3. Owner is legally responsible for all surface water drainage that may occur.
4. No fill shall enter or be taken from the beds of a public water without a valid permit from the State of
Minnesota Department of Natural Resources.
5. If the terms of this permit are violated the entire permit may be revoked and the owner may be subject
to legal prosecution.
&
C4^MKL-0574-046
236.582 — Victor LundMn Co.. Prmlsrs. Fergus Fall*. Mmnesoti
3
sS)
OTC Board of Commissioners’ Minutes
July 12, 2016
Page 2
Adopted at Fergus Falls, Minnesota, this 12*^ day of July 2016
OTTER TAIL COUNTY BOARD OF COMMISSIONERS Dated:
By:.Attest:
Larry Krohn, ClerkLeland R. Rogness, Chair
Phelps Mill Park Fishing Pier
Public Works Director, Rick West presented a proposal from the Lake Country Sportsmen Club of Otter
Tail Lake/Amor to donate and install a fishing pier at the Phelps Mill County Park. Mr. West provided a
photo of the proposed pier and two potential locations. Commissioners discussed responsibility for putting
the pier in and out (spring and fall) and questioned whether or not the pier was on wheels. Motion by
Froemming, second by Johnson, and unanimously carried to support the concept and authorize the Public
Works Director to continue discussions with the Sportsmen’s Club regarding long term service
requirements for the donation. Mr. West will return to thp Board for formal acceptance of the gift.
Motion by Lindquist, second by Huebsch, and urtanimously carried to authorize the appropriate County
Officials’ signatures to execute a Contract for Seasqnal Supply of Salt between the County of Otter Tail
and L & O Acres Transport, Inc. of Westport, SD, contingent upon the approval of the County Attorney.
Limited Area Star Lake Corriorehensive Plan
Mr. West discussed the need for an addendum to the SRF Lirhi^ed Area Star Lake Comprehensive Plan to
increase the contract amount about $18,0b0 due to an expandedecope of work involving design as well as
short and long term solutions. Motion b^ Johnson, second by Tindquist, and unanimously carried to
approve the concept requiring an Addendum to the SRF Contract contingent upon the Whiter Earth
Nation’s agreement to fur>d half of the increaseHjc»st.
4. ■ ■Highway Contract
■s
\^ . • Pubiic Meeting
At 9:05 a.m.. Chairman Rogness declared the County Board meeting open for public comments regarding
a permit application for expansion of Tollerud Farms,' LLC located at 37541 150*’ Ave, Rothsay, MN. The
public meeting is being held according to M.S. 116.07, Subd. 7(1). The MN Pollution Control Agency (PCA)
is responsible for issuing a permit for the dairy operation? Jhe County provides a local forum for the public
to express their opinions regarding the project. Travis Tollerud explained the specifics of the expansion.
No one from the public was present for this agenda item and no written comments were received on the
proposed project. Commissioners expressed their support for this expansion of dairy agriculture which is a
core component of Otter Tail County’s economy. The public meeting was closed at 9:11 a.m.
V
Developmental Disabilities Service Report
Human Services Director, Deb Sjostrom and DD Staff submitted a document titled “Developmental
Disabilities Annual Report - 2015 Overview”. Discussion took place regarding case load, services, and
funding. ,
Human Services Fiscal Quarteriv Report
Deb Sjostrom presented the Human Service Financial Report for January 1, 2016 through June 30, 2016.
Total expenses were reported at 53% of budget and revenues at 49% of budget. The VCAA grant and
Child Protection allocation will be received in July. Ms. Sjostrom discussed Out of Home placement and
Mental Health State Operated Services as a concern for increasing expense for the County.
Commissioners encouraged continued discussion regarding detox and mental health services.
743030APPLICATION FOR CONDITIONAL USE PERMIT
Shoreland Management Ordinance
Otter Tail County
Fergus Falls, Minnesota 56537
r? • St ■'>t'i E
Receipt No.
!j\;;0 St lAtSOllRCE
(]/bApplication Fee $
218-739-2271Otter Tall Countv Phone:Owner:MiddleFirstLast Name
56537Fergus Falls MNCounty Courthouse Zip No.SlateCityStreet i No
%- OT^Lake ClassLake NameLake No.
41W134N Maine35Twp, NameRangeTwp.Sec.
Phelps Mill DamLegal Description:
Government Lot 4, Section 35,Fire # or Lake ID #yT134N-R41W Office of Cc .ay Recordsr(V^
County of Otter Tati
I hertby cwtHy that ttte witnin Instrument was St'
tor WCOflt to this nftlne nn the-4eCiLZ_lA.D. IsiL at
and was duty MicroSlmet! as Doe. I /4Tul, i5)
y Courts Recormr
---------- Onpoty
1^/ day of
Parcel Number
EXPLAIN YOUR REQUEST:
Phelps Mill Dam Repair Project
Project will consist of construction of an upstream steel sheet pile cut-off
wall to eliminate seepage thru and under the dam structure, river bank restora
tion and riprap work on the West downstream side of the dam structure, and other
miscellaneous work items. Detailed preliminary plans are available at the County
Engineers Office.
In order to properly evaluate the situation, please provide as much supplementary Information as possible, such as: maps, plans,
information about surrounding properly, etc. APPLICANT SHALL BE PRESENT AT THE SCHEDULED HEARING.
I understand that I have applied for a Conditional Use Permit from Otter Tail County.
I understand I must contact my township in order to determine whether or not any additional permits are required by the
township for my proposed project.
19 93February 18Application dated . X
Signature Of Applicant
- DO NOT USE SPACE BELOW -
'7-do19 Q.UDate of hearing:
The Planning Commission recommends to the County Board of Commissioners the following:
Time:T
Approved cu> ph.zi>zntzd.
nuChairmantkdjy\jJLlA I ia 93The County Board of Commissioners on this
Approves the request as recommended by the Planning Commission.
Denies the request.
Approves as follows:
day of hereby:
/rd A
Chairman
Conditional Use Permit issued in accordance with compliance with existing Conditional Requirements and Special Regulations and
Minnesota Commissioner of Natural Resources notified this n'Y[day of.. 19
5zy]CONDITIONAL USE PERMIT NO.II
(Date/miaiy^
' ST Resource Manag\nent Official
Otter Tail County, Minnesota
Lam
mailed copy of Application to Applicant.
MKL — 0390-006
258.370 - Victor Londeen Co.. Printers, Fergus Falls. Minnesota
I^DEPARTMENT OF NATURAL RESOURCES
STATE OF
500 UVFAYETTE ROAD • ST. PAUL, MINNESOTA • 55155-40.
DNR INFORMATION
(612) 296-6157
June 18, 1993
R E C S I V E O
JUM 2 3 1993
AND & ReSOURCf".
Mr. Rick West
County Highway Engineer
Otter Tail County Courthouse
Fergus Falls, MN 56537
ii^
Dear Mr. West:
RE: PERMIT 89-1219, PHELPS MILL DAM REPAIR, OTTER TAIL COUNTY
Enclosed is a permit authorizing repair of this dam. Note the Special Provisions which
require submittals or notifications to this office. Since the State is providing up to $175,000
cost share for the project, we will be visiting the site during construction to check on
progress of work. We look forward to working with you and the county on this project.
Please call Terry Lejcher, Area Hydrologist, at (218) 739-7576 if you have questions or
concerns.
Sincerely,
DIVISION OF WATERS
Kent Lokkesmoe
Director
KL/CR:fw
Enclosure
Jerry Paul, Regional Hydrologist
Terry Lejcher, Area Hydrologist
Otter Tail County Zoning Office
Otter Tail County SWCD
USCOE
Mel Sinn
Craig Regalia
Permit File
cc:
AN EQUAL OPPORTUNITY EMPLOYER
PA. NumberNA-02733-04
(Rev.3/90)
DEPARTMENT Of
DIVISION OF Tf A1EBS
Pursuant to Minnesota Statutes. Chapter 105. and on the basis of statements and information contained in the permit
application, letters, maps, and plans submitted by the applicant and others supporting data, all of which are made a part hereof
by reference. PERMISSION IS HEREBY GRANTED to the applicant named beiow to change the course, current or cross
section of the following:
PROTECTED WATERS
PERMIT
INNESOTA
S NATURAE RESOURCE!89-1219
Protected Water
Otter Tail River
County
Otter Tail
Name of Applicant
Otter Tail County Board of Commissioners
Telephone Number-(include Area Code)
(218) 739-2271
Address (No. & Street, RFD, Box No., City, State, Zip Code)
County Courthouse, Fergus Falls, MN 56537
Authorized to:
Repair the existing dam at Phelps Mill. Work to include installing; steel sheet pile cutoff wall, spillway concrete overlay, grouting spillway voids, repointing masonry wall, spillway masonry overlay, riprap tailwater protection, upstream side concrete apron,
operator's bridge, new railings, new stoplogs, spillway undermine repair and earth cofferdam removal. Construction to be in accordance with six plan sheets dated 4-30-93 by Barr
_Eogineerinn CnPurpose of Permit Expiration Date of Permit
July 1, 1995Repair existing dam
Property Described as:County
Otter TailSections 34 and 35, Township 134, Range 41WAs Indicated: (8)As Indicated: (ll)
N/AN/A
This permit is granted subject to the following GENERAL and SPECIAL PROVISIONS:
GENERAL PROVISIONS
1. This permit is permissive only and shall not release the permittee from any liability or obligation imposed by Minnesota
Statutes, Federal Law or local ordinances relating thereto and shall remain in force subject to all conditions and limitations
now or hereafter imposed by law.
2. This permit is not assignable except with the written consent of the Commissioner of Natural Resources.
3. The Regional Hydrologist shall be notified at least five days in advance of the commencement of the work authorized
hereunder and shall be notified of its completion within five days thereafter. The Notice of Permit issued by the
Commissioner shall be kept securely posted in a conspicuous place at the site of operations.
4. No change shall be made, without written permission previously obtained from the Commissioner of Natural Resources,
in the dimensions, capacity or location of any items of work authorized hereunder.
5. The permittee shall grant access to the site at all reasonable times during and after construction to authorized
representatives of the Commissioner of Natural Resources for inspection of the work authorized hereunder.
6. This Permit may be terminated by the Commissioner of Natural Resources at any time he deems it necessary for the
conservation of water resources of the state, or in the interest of public health and welfare, or for violation of any of the
provisions of this permit, unless otherwise provided in the Special Provisions.
7. Construction work authorized under this permit shall be completed on or before date specified above. Upon written
request to the Commissioner by the Permittee, stating the reason therefore, an extension of time may be obtained.
8. The excavation of soil authorized herein shail not be construed to include the removal of organic matter (as indicated
above) unless the area from which such organic matter is removed, is impervious, or is sealed by the application of
bentonite after excavation.
9. In all cases where the doing by the permittee of anything authorized by this permit shall involve the taking, using, or
damaging of any property rights or interests of any other person or persons, or of any publicly owned lands or
improvements thereon or interests therein, the permittee, before proceeding therewith, shall obtain the written consent of
all persons, agencies, or authorities concerned, and shall acquire all property, rights and interests necessary therefore.
10. This permit is permissive only. No liability shall be imposed by the State of Minnesota or any of its officers, agents or
employees, officially or personally, on account of the granting hereof or on account of any damage to any person or
property resulting from any act or omission of the permittee or any of its agents, employees, or contractors relating to any
matter hereunder. This permit shall not be construed as estopping or limiting any legal claims or right of action of any
person other than the state against the perrhittee, its agents,employees, or contractors, for any damage or injury resulting
from any such act or omission, or as estopping or limiting any legal claim or right of action of the state against the
permittee, its agents, employees, or contractors for violation of or failure to comply with the permit or applicable provisions
of law.
11. No material excavated by authority of this permit nor material from any other source, except as specified herein, shall be
placed on any portion of the bed of said waters which lies below (as indicated above).
12. Any extension of the surface of said waters resulting from work authorized by this permit shall become protected waters
and left open and unobstructed for use by the public.
13. This permit does not obviate any requirement for federal assent from the U.S. Army Corps of Engineers, 1421 U.S. Post
Office and Custom House, St. Paul, Minnesota 55101-9808.
SPECIAL PROVISIONS
SEE ATTACHED SHEETS FOR SPECIAL PROVISIONS.
P.A. 89-1219
Page 2 of 4
SPECIAL PROVISIONS
1.COMPLIANCE WITH OTHER LAWS: The permittee shall comply with all rules,
regulations, requirements, or standards of any applicable federal, state, or local
agencies, including, but not limited to the U.S. Army Corps of Engineers, Board of
Water and Soil Resources, MN Pollution Control Agency, watershed districts, water
management organizations, county, city, and township zoning.
2.SPOIL MATERIALS: Spoil material shall not be placed on the beds of protected
waters, within wetland areas, or in areas subject to flooding or runoff into protected
waters. Spoil deposition may also require approval from other units of government.
3.EROSION PROTECTION: The Permittee shall cover or protect all exposed soU
resulting from the authorized construction by placing riprap, sod, and/or seed on
banks and slopes of said construction area to prevent erosion and siltation of the water
basin/watercourse. The use of a sUt fence, bales, and/or mulch is required to control
temporary erosion problems. No trees or brush shall be allowed to grow on the dam.
4.RESTORING BED: Upon completion of construction, the bed of the protected water
shall be restored as nearly as practical to the original cross-section.
5.QUALITY CONTROL: The Permittee, in cooperation with the designer, shall be
responsible for inspection and quality control to ensure the work is completed
according to the approved plans and specifications.
6.OPERATION AND MAINTENANCE: Maintenance and operation of the dam in a
safe and sound condition shall be the responsibility of the Permittee. Stoplogs shall
be installed to maintain a crest elevation of 1316.3. In the event Otter Tail County
desires a change in this runout elevation, they shall maintain a written record of
changes made in the crest elevation. The written record shall be submitted to the
Area Hydrologist in Fergus Falls at the end of each March, June, September and
December.
7.BENCHMARK: A permanent bench mark shall be established and maintained in the
natural ground adjacent to the dam. The bench mark must be based upon USGS
datum. The Permittee shall, within 60 days of completion of construction, submit to
the Division of Waters the bench mark information, plotted on a project site map. A
permanent staff gage shall be installed on the face of the dam and tied into the bench
mark.
P.A. 89-1219
Page 3 of 4
8.HAZARD CLASSIFICATION: Based on the information submitted, the dam is
classified by the Minnesota Department of Natural Resources as a Class 3 (low
hazardl dam and the design was reviewed with respect to that classification.
9.CONSTRUCTION REPORT: Within 60 days following the completion of
construction, the Permittee shall submit a Construction Report to the Division of
Waters, including a statement of the professional engineer in charge of construction
inspection that the dam was completed in accordance with the approved designs, plans
and specifications. The report shall also include a construction summary, quality
control tests and summary, as-built drawings with changes clearly marked, final cost
summary, listing of contractors, bench mark infonnation and descriptive photographic
record of major construction stages.
10.CONSTRUCTION IMPACTS: The Permittee shall take necessary precautions to
minimize adverse environmental impacts resulting from construction activities.
Details of diversions, dewatering, water level and streamflow manipulations,
cofferdams, fills, and construction scheduling shall be submitted to the Division of
Waters for approval before the start of construction.
All debris and scrap materials resulting from the construction shall be completely
removed from the construction area.
11.COORDINATION: The Permittee shall ensure that the contractor has received and
thoroughly understands all provisions of this permit. Permittee shall inform the
Division of Waters of preconstruction meetings with contractors.
12.EFFECTIVE DATE: This permit shall become effective on the date it is signed by
the Director of the Division of Waters, Minnesota Department of Natural Resources.
Enclosed with this permit is a Notice of Permit Card. The work authorized herein
shall not be commenced until the Notice of Permit Card and a copy of this permit
have been clearly posted at or near the construction site.
SEEDING: In the event the site cannot be stabilized with vegetation before
September 15, aU exposed soil shall be adequately mulched at a rate of not less than
3500 lbs./acre leaving no more than 20% visible soil surface and maintained until
seeding/sodding can be achieved.
13.
P.A. 89-1219
Page 4 of 4
14.DAM: During construction, lake levels shall be maintained as if construction were
not taking place. Additionally, flow through the dam structure shall remain run of the
river.
Executed in St. Paul, Minnesota this ^ of 1993
COMMISSIONER OF NATURAL RESOURCES
BY:fe^Ix^Kkesmoe, Director
Division of Waters
•"■■'"'Srrr.T?*
j
J?
■■ ,r
*
H
’ I'
GRAND FORKS, ND
■0 !
in Qf 596I C40K( ^MOORHEAD
94J
UMnrS OF LOCATION MAP DULUTHOTTER TAJL COUNTY19^ M r\■
weFERGUS FALLS
• ■35J
>
STY PAUL
MINNEAPOLIS
STATE OF MINNESOTA
4r
'f.
INDEX
SHEET NO.TITLE
I
LOCATION MAP AND INDEX1.
SITE PLAN2.
SPILLWAY CROSS SECTIONS3.«
APRON AND RETAINING WALL DETAILS‘Y 4.
RAILING AND MISCELLANEOUS DETAILS5.
CO PROJECT LOOATION MAPoi
i OrraTAlCOUMIY " _mGHWAypgtcxoyO)f
§
O§
SEP 2'2 1992'u,f I
I
X
a
~t ' -1 hereby certify that this plan was preparec
by me or under my direct supervision and tha
I am a duly registered Professional Engineer
under the laws of the State of Minnesota.
Date Sheet No.OTTER TAIL OOUNTY
BOARD OF COMMISSIONERS
FERGUS FALLS, MINNESOTA
PHELPS MILL DAM
LOCATION MAP & INDEX
APRIL 20, 198g of1Drawn By
BJH
.4
5Dwg. No.Engineering Company Minneapolis, Mn.NO.DATE DATEBYREVISIONNO.REVISIONBY Dote Reg. No.Sheets
r 1
APPRObdMATE LOCATION
OF EXISTING SHORE LINE N
r
OTTER TA/L
R/l/ER
WHEEL HOUSE
APPROXIMATE TOP
OF BANK APPROXIMATE LOCATION
OF EXISTING SHORE LINE
j
MILL PORCHLIMITS OF FILL TO BE
LOCATED BY ENGINEER
IN THE FIELD TOE OF
SLOPE
Usn:
APPROXIMATE ARLA
OF UNDERMINING
TO BE REPAIRED
WHEEL HOUSE
- LIMITS OF MASONRY REPOINTING —
OF DOWNSTREAM DAM FACES TO BE
LOCATED BY ENGINEER IN THE FIELD I
RIPRA!= TOE
PROTECTION45’±
PROTECT MONUMENT, FU\GPOLE AND
SHRUBS DURING CONSTRUCTION,
OR REMOVE AND REPLACE AFTER
CONSTRUCTION.
STORM SEWER
EXTENSION
U^WN
MASONRY
WEEPHOLE
UTILITY POLE (TYP.)SEE
A RIGHTFLASHBOARD SPILLWAY PIER
SPILLWAY
fXIUilQATiDtLXlYE.j______■ h.LEFTEXISTING STORM
SEWER OUTLET PIERSLUICEWAYOP OF LEFTIRETAINING WALL
NEW CONCRETE
APRONEXTENDED SLAB ON
GRADE FOR SIDEWALK’
PIERLAWNIFOUNDATION (TYP.)
/2’±TEMPORART
DAPHRAGMCONCRETE CURB PZ27 SSP WALL£CONCRETE CURBAND GUTTER
EXISTING
COFFERDAM
(TO BE REMOVED)
AND GUHER)1 /
z STEPSLf=WALKWAY RAILING TO BE —
REMOVED AND REPLACED
EXISTING BRIDGESEEI APPROXIMATE LOCATION OF
EXISTING TRASHRACKSICONSTRUCTION
LIMITS (TYP.)I
I
/
NOTFS://
/1. FOUNDATION LOCATIONS OF SPILLWAY, SLUICEWAY
AND PIERS ARE APPROXIMATE LOCATIONS.
RESTORE RIVER BANK
AFTER COFFERDAM
REMOVAL ____
/
/CREST OF EXISTING
COFFERDAM
ELEV. 1318.5± /
OTTER TAIL
RLVER/> /2. ALL AREAS MARKED LAWN ARE TO BE RESTORED
BY SODDING AT COMPLETION OF WORK.TOE OF
SLOPE/
/3. REMOVE EXISTING TRASHRACKS UPSTREAM OF THE
FLUME PRIOR TO PLACEMENT OF CONCRETE AND
INSTALLATION OF STEEL SHEETPILING.\/O /lb
I 4. REPAIR UNDERMINE AND INSTALL RIPRAP IN FLUME
AREA WHILE UPSTREAM FLUME AREA IS DEWATERED.
OrraTAl COUNTY
HIGHWAY OEPi;/;
(7>I msiia^jTilL/
s /
PLAN: SITE/T SEP' F2 '1992'-20010
II J I 1 l-X5!_7 SCALE IN FEET3
I
3
Dote Sheet No.' hereby cerlify that this plan was preparec
by me or under my direct supervision and tha'
i am a duly registered Professional Engineei
under the lows of the State of Minnesota.
OTTER TAIL COUNTY
BOARD OF COMMISSIONERS
FERGUS FALLS, MINNESOTA
PHELPS MILL DAM
SITE PLAN
ofAPRIL 20, 198£2Drawn By
BJH 5Dwg. No.IEngineering Company Minneapolis, Mn.SheetsREVISIONNO.DATE BYREVISION Reg. No.DateNO.DATE BY
■i
- PHASE A CONSTRUCTIONPHASE B CONSTRUCTION
LEFT ABUTMENT
WALL AND WALKWAY
5’±33’±^ j.57’±5*±12'±35*
TOP OF DAM
APPROXIMATE
ELEV. 1321.5
TEMPORARY SSP EXISTING
CONCRETE CAPCOFFERDAM PERIMETER
TOP OF--------
PERMANENT
SSP WALL
ELEV. 1320.0
LEFT PIER
(STONE MASONRY)
STOPLOG FRAME
APPLY MASONRY OVERLAY TO
FRONT AND SIDES OF PIER
BELOW ELEV. 1317 AND TO
TOP OF FLASHBOARD SPILLWAY
UELEV. 1320
---------1 EL 1320rnTEMPORARY
SSP DIAPHRAM
NEW SPILLWAYSILL, APPROXIMATE
ELEV. 1313.2 OVEF LAY
APPROXIMATE -
LOCATION OF
EXISTING
RIVER BOTTOM
SILL APPROXIMATE
ELEV. 1315
RIGHT IIJETAINiLg
WALL NEWLEFT I RETAINING
WALLi |iSPILLWAY
APRONSILL, APPROXIMATE
ELEV. 1312.5
/TOP OF PERMANENT SSP
WALL AND CONCRETE APRON i
ELEV. 1310
EXISTING
RIP RAP APPROXIMATE
TAILWATER
V_____EL. 1308
i -
-1_
5JI/FLUME EXCAVATE AS
REQUIRED
FU\SHBOARD SPILLWAY I /
/
/
APPROXIMATE
BASE ELEV. 1302 rJ.L
LEFT PIERSLUICEWAY L
RIGHT PIER APPROXIMATE
BASE ELEV. 1297 FLASHBOARD SPILLWAY
i
PERMANENT SSP DIAPHRAGM NOTE:
FOR NEW SPILLWAY APRON
AND OVERU\Y DETAIL, SEE
PERIMETER OF PERMANENT
STEEL SHEET PILE WALL SECTION: LEFT PIERJ.L MUQ1L.QL j £86 _____II_____0 5 10
I I I ISECTION: SHEET PILE CUTOFF SCALE IN FEETNOTE: EXCAVATE SHALLOW TRENCH ALONG
CENTERLINE OF SHEET PILE CUTOFF
TO REMOVE SURFACE DEBRIS AND
OBSTRUCTIONS.
HORIZONTAL SCALE: 1" =» 10’VERTICAL SCALE: 1" = 5’
t102051000
JI■ ISCALE IN FEETSCALE IN FEETLEFT
BRIDGE
ABUTMENT
EXISTING
CONCRETE CAP
RIGHT PIER
(STONE MASONRY)
STOPLOG FRAME
TEMPORARY STEEL SHEETPILE
DIAPHRAM BETWEEN SSP WALL
AiND RIGHT PIER DIAPHRAGM TO
TO BE CUT OFF AT TOP OF
CONCRETE APRON AND REMOVED
AFTER CONSTRUCTION
CAULK BOTH JOINTS BETWEEN
NEW AND EXISTING SIDEWALK
EXISTING
WALKWAY RAILING
(TO BE REPLACED).
FOR NEW RAILING
CONSTRUCTION. SEE
T
I I I NEW SPILLWAY
I I I OVERLAY I
f=l==f = f==1 = T=
Ir W'1 TJ ------------1
NEW MASONRY
FACADE APPLY MASONRY OVERLAY TO
FRONT AND SIDES OF PIER
BELOW ELEV. 1317 AND TO
TOP OF FLUME
1if EXISTING
EXPOSED STONE
MASONRY
APPROXIMATE
LOCATION OF
EXISTING
RIVER BOnOM
1 I NEW-----\iSPILLWAY \-
I I APRON 1 '
EL. 1320
CAULK JOINT BETWEEN-—
NEW AND EXISTING
CONCRETE AND MASONRY
ABOVE WATER LINE
APPLY MASONRY OVERLAY TO
LEFT RETAINING WALL BETWEEN
ELEV. 1317 AND SPILLWAY APRON,
AND TO TOP OF SLUICEWAY.
I
3NEWREPLT^CE WITH
CONCRETE APPROXIMATE—^
REMOVAL LIMITS >
EXCAVATE AS
REQUIRED
CUT SSP ENDS -
AT 45* TO MATCH
FOUNDATION
SPILLWAY
OVERLAY •APPROXIMATE -
LOCATION OF
EXISTING
RVER BOnOM
xTTT EL. 1308 APPROXIMATE
— TAILWATERy.EXISTING
CONCRETE FACE
\NEW
/ Y SPILLWAY
APRON ■ y/
yEXISTING
RIP RAP
FLUME
IEXCAVATE —
AS REQUIRED zri=>ITvTv>7 EL. 1308 APPROXIMATE
— TAILWATER
TOP OF RIPRAP
EL.1301±ITOE ANGLE RIPRAP TOE
PROTECTION,
MnDOT CL^SS E
1I/
I
GROUT ANCHOR
BOLTS INTO PIER GEOTEXTILE
LXIIEXLIMITS OF EXISTING
WALL REMOVAL
///> /?/ \/, w
NOTES:
1, FOR NEW SPILLWAY APRON
AND OVERLAY DETAIL. SEE
RIVER
BOTTOMLIMITS OF EXISTING
WALL REMOVAL
SLUICEWAY
3*±
CAULK JOINT
BETWEEN NEW
AND EXISTING
CONCRETE
2. PROVIDE INSET ON THE NEW WALL TO
ACCOMMODATE STONE MASONRY FACADE, SEE NOTE:
FOR NEW SPILLWAY APRON
AND OVERLAY DETAIL, SEE
J3*
i OTTER TAl COUNTY
highway DEPX3. EXISTING MASONRY AND CONCRETE WALL IS TO
BE REMOVED SUFFICIENTLY TO ALLOW FOR
INSTALLATION OF SHEET PILING.
HU__1<N HEIID'MI
LEGEND:s
4. PROVIDE OPENING IN RIGHT RETAINING WALL TO
FACILITATE INSTALLATION OF SHEETPILING.
O
§SECTION: LEFT RETAINING WALL SECTION: RIGHT PIER SEP 2'2 1992STONE MASONRY 0 10510 50Uc?I I I I IJI I I I i2 SCALE IN FEETSCALE IN FEET
Ia
Dote Sheet No.I hereby certify that this plan was preparec
by me or under my direct supervision and tha
I am a duly registered Professional Engineei
under the laws of the State of Minnesota.
OTTER TAIL COUNTY
BOARD OF COMMISSIONERS
FERGUS FALLS, MINNESOTA
PHELPS MILL DAM
SPILLWAY CROSS SECTIONS
ofAPRIL 20, 198£3.w.Drawn By
BJH 5Dwg. No.^gineering Company rMinneapolis, Mn.SheetsDATEREVISIONBYREVISIONNO.BYDATENO.Reg. No.Dote
IAPPLY POLYURETHANE PRIMER AND------
SEALANT TO JOINT BETWEEN CONCRETE
OVERLAY AND MASONRY OVERLAY
MASONRY OVERLAY,
APPLY TO TOP SURFACE
OF SPILLWAY AND EXTEND
3” UNDER CONCRETE
OVERLAY
TABLE ONE
# /mwDESCRIPTION
5’-0"
3’-0"
2’-0"
SLUICEWAY
FLASHBOARD SPILLWAY
FLUME
§5 @ r-0” O.C. FOR DOWEL BARS
DRILL AND GROUT DOWEL BARS
r-9” INTO EXISTING MANSONRY
WITH NON-SHRINK GROUT
3*-4"
r-6"
NOTE: DISTANCES ARE ONLY APPROXIMATE
AND ARE TO BE FIELD VERIFIED.
%
B
T
#4 BARS @ r-0" O.C.
BOTH DIRECTIONS—------
3”0^.)" (TfP.)CAULK 1/2” X 1/2"
JOINT (TYP.)1=^OVERLAY DISTANCES —
VARY WITH SECTIONS
(SEE TABLE ONE FOR
SCHEDULE OF VALUES)
NEW CONCRETE
WALLi
1o"
T T T
PERMISSIBLE CONSTRUCTION JOINT <CUT SHEET PILE WALL HERE
AND REMOVE UPPER PORTION.
GRIND EDGE OF SHEET PILE
SMOOTH
FLOWFRONT FACE OF
RETAINING WALL1-1/2” COVER5” CONCRETE
OVERLAY
FLEXIBLE CENTERBULB
JOINT WATER STOP
>FOR TOP AND
BOnOM ELEVATIONS
OF MASONRY FACADE,
|4 BARS @ r-0” O.C-
BOTH DIRECTIONS
(TYP.)
/A
1-1/2”
CLEARAIjICE |
#4 BARS-
@ 6" O.C./3\SEE>>s 4\ \ \ “(NSHEAR STUD ~1 T>r:
TABLE TWO VII "to RIVERIMINIMUM LAP SPLICE LENGTHS
r >1■ <
DRILL 5/8”0 HOLE IN
SSP FOR HORIZONTAL
REINFORCEMENT
V
I CLASS OF SPLICEREINFORCEMENT
BAR SIZE&O'
A B C
12”EXISTING
MASONRY WALL
16”21”3Q1/■-
BACKFILLj^4 BARS
2 1/2" O.C.
15”20”26”5v\1-
>\18”24” 31”6r-9” MIN.CLEARANCE 4;
#5 ® r-0” O.C. DOWEL BARS,-^'(^:'
DRILL AND GROUT DOWEL BARS >\
r-9” INTO EXISTING MASONRY
WITH NON-SHRINK GROUT
SPLICE CLASS REQUIREMENTS
N 1. IF 50% OR LESS OF REINFORCING STEEL IS SPLICED
WITHIN THE REQUIRED LAP LENGTH - USE CLASS S SPLICE
WIDTH VARIES
2. IF MORE THAN 50% OF REINFORCING STEEL IS SPLICED
WITHIN THE REQUIRED LAP LENGTH - USE CIASS C SPMCF.SECTION: NEW RETAINING WALL ABOVE ELEVATION 1310DETAIL: APRON AND OVERLAY 0 3” 6” 9” r 2'3’
i i0 3” 6” 9” r 2'3’
SCALE IN FEET
SCALE IN FEET
1-1/2”
CLEARANCE (TYP.)J
a /2’-6”±
fFiaDl VERIFY)
2'-6”±
(FIELD VERIFY)
IIJL-
ir------^r-
, II ^
ii = dt =
TOP WIDTH OF
CONCRETE PORTION
2’ WIDE MIN.
I
rSV(TYPO^3 (TYP.)
H-! Ir- NEW STONE -
MASONRY FACADE \ 1 4 I
NEW CONCRETE
WALL >a.’- TOP OF -
TEMPORARY<T£FLOWV' ^4:--------1 SSP nELEV. 1320 /IcnnI!11 11 [<ELEV. 1318<RIVER BEDNEW.^1 ns V#4 BARS @ r-0” O.Ct
BOTH DIRECTIONS
(TYP.)
SOIL<<WALL\M hi
I I I 1EXISTING
WALL--qpf^zzqpz
V
> ,,
<:________ll_^__-II_
—-qr
< II li
- zid b = = d t z
\/ I I 1</i 1.^-\VCM\JIIELEV. 1313f ‘I\J V\J DRILL 5/8”0 HOLE IN
SSP FOR HORIZONTAL
REINFORCEMENT
>|-III
I__.!FIFV. 1310 :___I <3
PERIMETER OF
PERMANENT
CM EXISTING
MASONRY WALL
>BACKFILL<N <vfSSPVI\
\4’±I
<<\
V 3"±ELEV. 1302 ELEV. 1302IIr- -r:f bnzizzqbz^ziqpz
V
II n
IL_i_dL_
>
a
LEFT RIGHT CUT SHEET RLE SECTION NEAREST RIVER AT ELEV. 1310
BEFORE UPPER PORTION OF RETAINING WALL POUREDCD
TYP.)
SECTION: NEW RETAINING WALLS SECTION: NEW RETAINING WALL BELOW ELEVATION 1310s
0 3" 6” 9” 1 ’2’3'0 3” 6” 9" r 2’3’
Z I » t ! I I t t I 1 I I I > It 1 i<
SCALE IN FEET SCALE IN FEET5/8”0 X 2-1/2” HEADE^^
STUDS @ 9” INTERVALS
(TYP.)
2
NOTE:UPes^ffi(No>ONLY BOTTOM APRON REINFORCEMENT SHOWN
SECTION: SHEET PILE - APRON CONNECTIONS LEGEND:
o
9"6”3"180
I I I I I EEP 2 2 1992I t \I 1 Iii STONE MASONRY?)SCALE IN FEET
I
XS
I hereby certify thot this plan was preparec
by me or under my direct supervision and tha
I am a duly registered Professional Engineei
under the laws of the State of Minnesota,
Date Sheet No.OTTER TAIL COUNTY
BOARD OF COMMISSIONERS
FERGUS FALLS, MINNESOTA
PHELPS MILL DAM
APRON AND RETAINING WALL
APRIL 20, 1989 of4Drawn By
BJH
5Dwg. No.^gineenng Company Minneapolis, Mn.DATENO.BY REVISION NO.DATE BY REVISION Reg. No.Date Sheets
[:
-
/END SECTION-
WITH APRON
INV. EL 1310
GROUT BOLTS INTO
EXISTING PIER n n-H RAILING CENTERED 4"
—! ------1= FROM EDGE OF SIDEWALK
T (^p-)
8’db NEW CHANNEL
RIP RAP, SEE II II
NOTE: PROVIDE MIN. 12”
COVER OVER CMP.
I II
II II
II IIIANGLE MOUNTED
ON TOP AND
BOTTOM OF WEB
LAWN
« 'EXISTING PIERNOTE: CMP ELBOW SECTION TO FIT OVER
12” RCP AT ANGLE REQUIRED
TO BYPASS EXISTING RETAINING
WALL. ALL PIPE TO BE BACK
FILLED EXCEPT END SECTION
AND APRON.
vPr— RAILING CENTERED 1 ’-0"
FROM EDGE OF SIDEWALK
BACKFILL AROUND
SIDES OF APRON
.-H .'•iPto45‘ ELBOW SECTION
INV. EL. 1320
CM
40‘±
EXPANSION JOINT (TYP.)
i PZ272SEE5/RETAINING WALL
RAILING POST (TfP.)
SEE/^i^jH 2’-6”SIDEWALK HANDRAILING (TYP.)r MIN.oCM 5COSEE
o
POSSIBLE
SUMP
AREA
EDGE OF FORMWORK
FOR CONCRETE
APRON PU\CEMENT
o15*±NOTE: RAILINGS NOT TO BE
FABRICATED WITHOUT
FIELD VERIFICATION
OF EXISTING CONDITIONS.
CO
VSTAIRWAY HANDRAILING (TYP.)a'
:53oSEET CQ5iBACKFILL TO TOP OF
RETAINING WALL
AND SOD
lOr bJ+1/ANGLE DETERMINED
IN FIELD <GROUT GAP BETWEEN-
EXISTING 12" RCP AND
NEW 15" CMP ELBOW.
RIGHT EMBANKMENTLEFT EMBANKMENT
END RAILINGS
AT BRIDGE REMOVE EXISTING
TIMBER PLANKS
1
DETAIL: HANDRAILING PLACEMENT 45' ELBOW
SECTION DETAIL: STORM SEWER EXTENSIONTOP RAIL
3”x 2"x 3/16”
STRUCTURAL TUBING
VERTICAL BAR (PICKET)
3/4" SO. TUBE (11 GAUGE STEEL)
(SPACED 6” C. TO C.)
20 EXISTING 12"
RCP OUTLET
INV. EL 1323.4
100
j_L 1’ 2’4’6’If 0
SCALE IN FEET i11 11 n 1111 111 i Js
SCALE IN FEET3/16’
r-0”17 V3/16’Ki 1/EL 1324 APPROXIMATE
TOP OF BANKBOTTOM RAIL
2”x 2”x 3/16"
STRUCTURAL TUBING
POST
3"x 3”x 1/4"
STRUCTURAL TUBING ✓
/I 3/16" -f
1/2”, 6‘0 ROUND PLA.TE
EXPANSION JOINTS 3/16”
3/16”
K)
1/T NOTE: RIP RAP CLASS AND FILTER
GRADATION ARE AS DEFINED I7
7 6”
CHANNEL
SECTION
IN SECTION 3601 OF MnDOTVERTICAL BARS
(PICKETS)TOP RAIL STANDARD SPECIFICATIONS FOR Id LCONSTRUCTION. 1988 EDITION.5\ \[5V
3’-0” CLASS 12
RIPRAP
CM IId 1/2"0 A307 BOLTS,
^ DRILL AND GROUT
INTO SIDEWALK WITH
NON-SHRINK GROUT
I!PROVIDE UNIFORM SLOPEK)
FT* N FROM TOP OF BANK TOK)GEOTEXilLEzBOTTOM RAIL TOE OF RIP RAPlO2 NOTE: DIAPHRAGM TO BE
MOUNTED TO MIDDLE
1/3 OF RIGHT PIER
r-0" GRANULAR
FILL DETAIL: DIAPHRAGM\i_i i_j
vi EXISTING 0 3” 6” 9” 1*2’3’
SLOPESECTION: VERTICAL BAR RAILING (TYP.)1 t t j_L1 I8’-0” (MAX.)SCALE IN FEETV EL. 1308 APPROXIMATE
TAILWATER9"1’3”6"0POSTPOSTL i Ii-.1
SCALE IN FEET APPROXIMATE LOCATION
OF EXISTING GROUNDEL. 1306±
0 DETAIL: VERTICAL BAR RAILING (TYP. PANEL)r 6"
TOPSOILSECTION: LEFT DOWNSTREAM EMBANKMENT (TYPICAL)LEFT MASONRY
RETAINING WALL6’4’0 1’ 2'RAILINGi 0 1’4’8’12’3/4"SCALE IN FEET REMOVE EXISTING BACKFILL AND
INSPECT MASONRY JOINTS.
REPOINT MASONRY JOINTS AS
DELINIATED BY THE ENGINEER
IN THE FIELD.
1,1.1 i i ii(TYP.)SCALE IN FEET
60” (@ LEFT ABUTMENT)
48" (@ RIGHT ABUTMENT)
VARIES X7 EL. 1308 APPROXIMATE
“ TAILWATERQQ SLOPE WEEP HOLE
PIPE TO DRAIN
DOWMSTREAM
ROUND PLATE
Sx 3’’x 1/2” TUBE33 MASONRY FLUME
SPILLWAY
mCDb<
CM _ •
in<6"GROUND LEVEL
VARIESi'cc
SECTION: RAILING BASE PLATE TOP OF RIPRAP '
EL1301±
GRANULAR
FILTER16"1’3”9"01/2” (TYP.)RIPRAP TOE
PROTECTION,
MnDOT CLASS 12
i 1I 1 I 1J 2 _7SCALE IN FEET i WRAP END OF
PIPE WITH
GEOTEXTILE
11
NOTES: 1. AFTER WALL REPAIRS ARE COMPLETED.
REMOVE ALL BOULDERS LARGER THAN 6”
FROM EXCAVATED BACKFILL AND REPLACE.
J 6"J 11"GEOTEXTILE1/8”<^WELD ONE SIDE ONLY
J EXPANSION SLEEVE BAR,
2 1/2"x 1”- TOP RAIL,
1 l/2”x 1 1/2”- BOTTOM RAIL^CLL^"------/
___I
F5” RISE
12” RUN i 2. WALL SHAPE AND THICKNESSES ARE
SHOWN SCHEMATICALLY. ACTUAL
DIMENSIONS AND SHAPE ARE N
1 V8CONCRETE MAY BE
TREMIED IN PACEAi 6”EXISTING RIVER
BOnOM
y
I omaiwLcoim n
BfeiiliVML
'0.y
I___6”\Sf 3. SOD TOP SURFACE AFTER TOPSEXPANSION JOINTS SHALL BE
PACED NO FURTHER APART
THAN 20*. ALIGN TOP RAIL
EXPANSION JOINT WITH BOHOM
RAIL EXPANSION JOINT.
NOTE:3"
0 DETAIL: STAIRWAY RAILING (TYP.)DETAIL: EXPANSION JOINT (TYP.)SECT ON; UNDERMINED SP LLWAY SECTION: LEFT MASONRY RETAINING WALL■S
IO§1’3"6"9"01’ 2’4’6’0 5 10 0 1’4’8’12’0 SEP 2^2 1992'JiI I I I IIiliiliili.ini 1,1,1 i J__LX
SCALE IN FEET SCALE IN FEETSCALE IN FEET SCALE IN FEETR
Ir
I2
•T
Date Sheet No.I hereby certify that this plon was preparec
by me or under my direct supervision and tha'
I om a duly registered Professional Engineer
under the laws of the State of Minnesota.
OTTER TAIL COUNTY
BOARD OF COMMISSIONERS
PHELPS MILL DAM
RAILING AND
MISCELLANEOUS DETAILS
ofAPRIL 20, 198F r 5.Drawn By
BJH 5Dwg. No.Engineering Company Minneapolis, Mn.FERGUS FALLS, MINNESOTA SheetsNO.DATE BY REVISION NO.DATE BY REVISION Reg. No.Dote