HomeMy WebLinkAbout018-837-24-3401-LUP-2022-449 �e ortcwnn[o uunox�x qPPLICATION FOR LANO USE PERMR
y������, SAWYERCOUNTY,WISCONSIN �a��Y �O � �a . � `
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owneHsl�ame. __._—'_—_ comncm�(.Iwm.
Cathryn Hanson
Mallin`MO�ea: M�INngMdrtn. .- I
11 E.Superior St.,Suite 125,Duluth,MN 55802
^n°"°'715-817-8732- ---� -- vnoM: —.—.
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Glalate bt area:
IrMicatelotsize�mm6MorNOWS�cirtleone).,___ _ __,_ Acres:MuMiplyby<3,560=lotarea: SpuareFoatage
� 41a1�[eMperviouswrtaaarea:
� De4rmineMe[olalsize,inspuareteet,ofyourprol�°�irtetlabove(indudeeaves�: sqk.
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Add[hese measuremenb to determine rotal imperviovs surfaces: sy ft. I
Cakulrte impeMws bt perce�{e i
Totalimpemoussurface:_ +Lotarea: Sah.%300=impervbussuAare % I
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I�we�Eedare tlut tT�s applkatron�1ntlW iny any xmmparrying"m'ormafon��as�een evamineE by me�uzl anE to tIre Eert o1 my�ouq kripwleEge aiM belie(it is huC mrtect antl
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w'R�Mh applioW n.1(we�crosmt Io counq oRtialz cM1aBed w¢M1 aEminubring rowry oNlnanres ro have a<ttss to ihe above de¢tlbed pmpeM at a�ry reazompk�ime fm the
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, Ownel ��i/T/,..y\"��u/ndOY"� Owr�er ..
I5k"'�"'�— "����� r���ea�,m._Cathryn Hanson o,� 09-29-2022
Vw art respongble Iw compN��B�'�t�tM1e requVemm[s o(the Sawyer<oucting Zoning Ortlinances anA law and regulatqns af tM1e State ol Wismnsin.Yau are ako res0onsibk lor
rompryrtig wd�Sbt¢aM flEml bwz mncermrg mmhuction near or on wetlanEs,Idke;arrC ylreans FailurP ro mrtply may rguh In remo.al or mo0if[albn Of mnSVuctlon
ebat v�obt6 tM bw or at�er penapies or cosh.Por more Inlormatlori,vistl�M1e tlepan,mer[o!naW nl r¢ovrces wetlarMs qmlXb[bn web pa8e or conhtt a tleDartmen[of
natural reso�rres sema cenler!60B)36Jd125
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Sawyer County Application for Grading � 3
10610 Main St. Suite 49 �, A �.
Hayward WI 54843 ^ � *k �
715/634-8288 � �" �
� �
CONSTRUCTION SHALL NOT BEGIN UNTIL ALL REQUIRED PERMITS HAVE BEEN � C� ..�
ISSUED. SIGNATURE OF PROPERTY OWNER IS REQUIRED. 3 � �
.� � ..�
�
Owner: Cathryn Hanson Contractor: A � �
[� i �
Mailin Address: 11 E. Superior St., Suite 125 Mailin Address: (° S .}—
� ��
Cit , State, Zi : Duluth, MN 55802 Cit , State, Zi : � b
-�
Phone: 715-817-8732 Phone: �
�
�
Email: cathryn.hanson@enbridge.com Email: �
�
Slte 8ddf8SS: Line 6A, Milepost 80.9074 Op
Calculate grading area: (Total area disturbed including excavation, fill, grading, �
landscaping, equipment rutting, and/or other areas vegetation will be removed resulting J
in exposed soil) •
�
Determine width of disturbed site in feet: ft. x depth of disturbed site in feet: ft. :�
Total = sq. ft. (this is the area calculation) W
Determine Slope of disturbed area: Vertical height in feet = Horizontal distance in � -C
feet = Slope X 100= % Slope g G
(1V/1 H= Slope X 100= Percent Slope) �
1
*For any filling or grading of any area which is within 300 feet landward of the ordinary �
high water mark (OHWM) of navigable water and which has surFace drainage toward the ,�
water and on which there is either:
(1) Any filling or grading on slopes of more than 20%. m
(2) Filling or grading of more than I,000 sq. ft. on slopes of 12% 20%. �
(3) Filling or grading of more than 2,000 sq. ft. on slopes less than 12%. �
(4) A Grading Permit is required for any filling or grading in excess of 10,000 sq. ft S,
within 1,000' OHWM of navigable lakes, ponds, or flowages OR within 300' of OHWM of (L
navigable rivers or streams. ��
(b
Date activity will begin if permit is issued: �oi16i2z date to be
completed: �oisoizz
Attach engineering design or complete the following using additional sheets:
1. Describe proposed erosion control installation, construction phases, and finished site grading. y
Include timeline, methods, and materials. (Silt Fence alone is not ample erosion control for �
most sites)
�'
�
See attached Figure 2 and supplemental information. D
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2. List temporary seed type and rate,permanent seed type and rate,fertilizer type and application rate
("rf applied),and mulch type and application rate.
See attached supplemental information,restoration procedures,and typical fgures.
3. Ariach a plot plan of project area including location of any wetland(s)and/or waterway(s)(indicate
area between grading project and water body to be left undisturbed),location of excavated material,
location of all storm water and erosion control Best Management Prectices(BMP's),property lines,
existing drainage,post grading drainage pattern,and north arrow.(Silt Fence alone is not ample
erosion control for most sites)
See attached Figure 2.
�..���, � ��� '� ,•� � � --� -
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�� �� �% �.�� -_.� _— .:
-`�_-_ Ij ;���r � '.;j, : : ��
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�I�,�c �.i � �� -�..�_�., �:.:.,:�::
--f--- �, — �-:,�
...._ _ _ t__ -
4. Attach a cross sectional view of project area including the existing and proposed slope of the bank,
water level of any ezisting waterway,and horizontal and vertical scale.
N/A
Initial below
CH qll BMP's and erosion control devises will be inspected weekly and after rainfall of'/,'or
greater within 24hr period.
CH In accordance with the Sawyer County Zoning Ordinance section 4.281(Adverse Effects On
Adjacent Properties).I hereby declare thal the construction and/or grading permitted under
this permit will not affect or interfere with neighboring properties drainage pattems.Any change in
drainage patterns which are detertnined to be detrimental to neighboring propeAies will be
corrected at the expense of the property owner referenced on this permit.
The undersigned certifies that the listed information and intentions are true and correct,that all work
shall be performed in compliance with the requirements of the Sawyer County Zoning Ordinance
and the laws and regulations of the State of Wisconsin.The undersigned person(s)hereby give
permission for access to the property for onsite inspection.
I'r a�r�Y i
��9�� la Sig�re of property owner(or agent with Power of Attorney).
Permit Fee: �K J��
Rev-1/2020
1017/22,932 AM Real Property Listing Page
R2al EStdte Sawyer County Property Listing Property5tatus: Current
Today's Date: SO/7/2022 Created On: 2/6/2007 7:5534 AM
�Description Updated: 6/24/2016 � Ownership Updated: l2/19/2019
TaxID: 19947 NALBERG TRUST OF 2005 EXELAND WI
PIN: 57-018-2-37-OB-24-3 04-000-000010
Legacy PIN: 018837243401 Billing Address: Mailing Address:
Map ID: .12.1 HALBERG TRUST OF 2005 HALBERG TRUST OF 2005
Municipality: (OSB)TOWN OF METEOR 11167W COUNTY HWY C ll167W COUNTY HN/Y C
STR: 524 T37N ROSW EXELAND WI59835 EXELAND WI54835
Description: PRT SESW
Remrded Acres: 37J00 w Site Address * indicates Private Road
Calculated Acres: 37.146 12338W COUNTY HWY C � EXELAND 54835
Lottery Claims: 0
First Dollar: No U property Assessment Updated: 4/7/2022
Waterbody: Badger Creek 2022 Assessment Detail � �
Zoning: (A-1)Agricultural One
ESN: 431 Code Acres Land Imp.
G4-AGRICULTURAL 7.700 1,100 0
GS-UNDEVELOPED 1.000 100 0
�� Tax Districts Updated: 2/6/2007 GB-AGRINLTURAL FOREST Z9.000 18,900 0
1 State of Wisconsin
57 Sawyer County 2-Year Comparison 2021 2022 Change
018 Town of Meteor Land: 19,90D 20,100 1.0'%a
650441 Birchwood School Distrid Improved: 0 0 0.0°%
001700 Technical College Total: 19,900 20,100 1.0°io
+ Recorded Documents Updated: 12/19/2019
QUIT CLAIM DEED �� Property Flistory
Date Recorded: 12/18/2019 421669 N�q
PERSONA�REPRESENTATIVES DEED
Date Recorded: 1/25/2016 399610
WARRANTY DEED
Date Recorded: 4/28/1972 190121 236/262
https:/Aas.sawyercountygov.org/systemlhames.asp?uname=Jay+Kozlowski i/1
ENBRIDGE 1e' i802" �''3
Envimnmen[al Advisor MlkeZimmel@enbritlge.com
11 E Superior 5�.,Suile 125
OuWt^ MN 55802
September 29, 2022
Jay Kozlowski
Zoning and Conservation Administrator
Sawyer County Zoning and Conservation Department
10610 Main Street, Suite 49
Hayward, Wisconsin 54843
Re: Land Use Permit Application — Shoreland
Grading Permit Application
Enbridge Energy, Limited Partnership
Pipeline Maintenance Work in Sawyer County, Wisconsin
Line 6A, Milepost 80.9074
Dear Mr. Kozlowski,
Enbridge Energy, Limited Partnership (Enbridge) is submitting Sawyer County Land Use
(Shoreland) and Sawyer County Grading Permit applications and supporting materials for
approval to conduct work within 300 feet of an unnamed tributary to Badger Creek at the
location referenced above.
Enclosed for review please find the completed permit applications, supporting information, and a
check for$100 from Barr Engineering Co. on behalf of Enbridge. Please send a copy of the permit
authorizations to me at Mike.Zimmel(�Denbridpe.com and Emily Wartman (Barr Engineering Co.)
at ewartman(cubarr com. If necessary, please send hard copy authorizations to:
Barr Engineering Co.
Attn: Emily Wartman
325 South Lake Avenue, Suite 700
Duluth, MN 55802
If you have questions about the information presented in this permit application, please contact
me at (780) 231-6533.
Sincerely,
G���r�"
Mike Zimmel
Environmental Advisor
Enbridge Energy, Limited Partnership
Enclosures: Land Use Permit (Shoreland) application
Grading Permit application
Supporting Information
A check for $100
Cc: Cathryn Hanson, Enbridge Energy, Limited Partnership �
Amy Wolcott, Barr Engineering Co.
Emily Wartman, Barr Engineering Co.
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Supplemental I nformation
Enbridge Energy,Limited Partnership
Maintenance Work in Meteor Township,Sawyer County,WI
Line 6A,Milepost 80.9074
Enbridge Energy, Limited Partnership (Enbridge) plans to inspect, and make any necessary
repairs on a segment of existing pipeline identified through Enbridge's pipeline integrity program.
The maintenance site is located on Line 6A at Milepost 80.9074 in Meteor Township,Wisconsin
(Figure 1).The project footprint is unavoidably located within 300 feet of an unnamed tributary to
Badger Creek given the location of the existing pipeline(Figure 2).Enbridge plans to conduct this
work in the fall of 2022.Work at the site is expected to be completed within 14 days.
Access to the site will be north from West County Road C and the Enbridge right-of-way(ROV�
intersection and continuing northwest along the ROW to the site(Figure 2).
The project scope will require excavation in order to inspect the pipeline and make any necessary
repairs.The excavation will measure approximately 80 feet long by 40 feet wide by 10 feet deep.
Subsoil and topsoil will be segregated into separate piles. Temporary workspace and staging
areas will be used for vehicle parking and equipment staging. Equipment used will include a
hydrovac excavator, a backhoe (or similar excavator), and trucks to transport personnel and
equipment.
Best management practices(BMPs)will be installed prior to soil disturbance and in accordance
with the Enbridge Environmental Protection Plan(EPP). Refer to attached access plan(Figure
2)and typical figures included in the application for additional details. BMPs will be maintained
by Enbridge personnel,as necessary.
Dewatering of the excavation may be required and will be conducted according to WPDES
General Permit No.WI-0049344-05-0 for dewatering operations.
Upon completion of the work, backfilling will begin immediately, and the site will be restored to
preconstruction conditions. Excavated subsoil will be backfilled first and then the topsoil to
maintain the original soil horizons. If excavated material is determined to be unsuitable for
backfilling,clean sand will be imported to the site and used as subsoil.The imported subsoil will
be capped with the native topsoil, if possible. If the topsoil is not suitable for backfill, it will be
replaced with like material,as practicable,or black dirt.Slope at the project site varies between
0% and 40% and will be taken into account when choosing the stabilization method(s). All
disturbed areas will be seeded with the seed mix in the table below and temporarily stabilized with
straw mulch or erosion control blanket,depending on the site conditions. Refer to the attached
restoration procedures for information regarding regrading, seeding and general restoration
practices.
Following completion of the work, it may be necessary to complete additional restoration work
(e.g.,additional grading,removal of BMPs,seeding,etc.).Depending on site conditions,portions
of the access route and/or temporary workspace may need to be graded after work is complete
or as follow-up restoration work.Temporary, non-biodegradable sediment control BMPs will be
removed from the site after vegetation has been established.
Enbridge will obtain landowner approvals for temporary staging and workspace areas located
outside of Enbridge's ROW.All landowner approvals will be in place prior to beginning work.
Non-Native Roadside Seed Mix
Species % Mix by Pure Live Seed Pounds per
Wei ht Acre
Kentuck blue rass oa ratensis 21.0 7.1
Canada blue rass oa com ressa 4.1 1.8
Switch rass Panicum vir atum 1.8 0.6
Slender wheat rass EI mus trach caulus 0.3 0.1
Perennial e rass Lolium erenne 9.2 3.1
Timoth rass Phleum ratense 0.3 0.1
Redto A rostis i antea 0.3 0.1
Vernal alfalfa Medica o sativa 0.9 0.3
White clover Trifolium re ens 0.3 0.1
Hai vetch Vicia villosa 2.7 0.9
Total 40.9 13.8
Associated Nurse Cro
Oats (Avena sativa) if summer seeding or 59.1 20.0
winter wheat (Triticum aestivum) if late fall or
s rin seedin
Grand Total 100.0 33.8
Species components of individual mixes are subject to availability at the time of purchase and
may be substituted with alternative native or non-invasive species, or state-approved DOT
mixes, sub'ect to a roval b Enbrid e.
Restoration Procedures
Routine Maintenance Work
Enbridge Energy, Limited Partnership has an Environmental Protection Plan (EPP), which
outlines environmental policies, procedures, and mitigation measures developed for pipeline
maintenance projects. The EPP is intended to mesh with applicable federal, state and local
environmental protection and erosion control specifications and practices. The EPP outlines
general procedures for site restoration.
Site restoration will begin as soon as soil conditions permit seed bed preparation and seed
germination. Every effort will be made to begin site restoration, including installation of
permanent erosion control measures, as soon as practicable.
Final cleanup will begin with removal of all construction-related debris and material which is not
an integral part of the pipeline (including litter generated by pipeline crews) from the
Landowner's property. After clean up is completed, the disturbed areas shall be graded to
restore the contours of the land to previous conditions. After final grading, slopes in areas other
than cropland will be stabilized with permanent erosion control structures, as described below.
Slopes
Permanent berms (diversion dikes or slope breakers) will be installed on all slopes, according to
the following maximum spacing requirements:
Slope (%) Approximate Spacing (ft)
5 —15 300
>15 - 30 200
>30 100
Permanent berms will be constructed according to the following specifications:
• Permanent berms will be installed with a 2 to 8 percent outslope.
• Permanent berms will be constructed of compacted earth.
• The outfall of berms will be directed toward appropriate energy-dissipating devices, and
off the construction right-of-way if possible.
• Permanent berms will be inspected and repaired as necessary to maintain function and
prevent erosion.
• Erosion control blanket (curlex, jute, or equivalent) will be placed on slopes over 30
percent.
Revegetation
Permanent revegetation will involve preparing the seedbed and seeding disturbed areas. The
right-of-way will be seeded as soon as possible after backfilling, weather and soil conditions
permitting. Soil amendments (fertilizer and lime) will be applied as specified by Enbridge, in
consultation with regulatory agencies and landowners. Specific seed mixes, application rates,
and seeding dates will take into account recommendations of appropriate state and federal
agencies and landowner requests as appropriate. Mulch will not be applied to cropland unless
specifically requested by the Landowner. In other areas, mulch will be applied according to the
following specifications:
• After seeding, slopes greater than 5 percent or dry, sandy areas will be mulched with 2
tons per acre of straw or hay or as otherwise directed by Enbridge.
• All areas of dormant seeding must be mulched with 2 tons per acre of hay or straw or as
otherwise directed by Enbridge.
• Mulch will be anchored after placement to minimize loss by wind and water. If soil
conditions allow, a mulch anchoring tool or farm disc set in the straight position will be
used to crimp the mulch to a depth of 2 to 3 inches. Liquid tackifiers may be used with
advance written approval from Enbridge.
All soil conservation practices (such as terraces, grassed waterways, etc.) that are damaged by
the pipeline maintenance activities will be restored to previous conditions to the extent practical.
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F E i � - " ` 'I� i�/�� ,�`_ _ ` �i� 'i � � �3�w ;`�'Ir FIGURE 1
� '� �� y- �� EXCAVATION SITE
� ;,
, , . �� - ,�,;� � � -,.._,. 2nw' .� _ // � LOCATION
• - I z �` �� I .mek Line 6A
� ,. � -�wa�c4 ;. MilepOSt 80.9074
' - s.� _ , ::� ENBRIDGE
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� • �- „ +s' •r ' ` ► — NHD Waterway
. ��, - �i"�� � � �...r��> �o Suggested Sediment Control BMPs
,a�
% .�,'`� ,, '
, � �1:� Jf$ � .� f� � „p.� r ��M���' --�Surface Flow Direction
�
- r� ����. ��( , Access Route
j' ,-2''� ►' .� .�fy �7'� < ..� t ��jr����' � . , . . �Excavation Extent(80'x 40')
'��'�� ' ; .'7' ��� *�-�'�"''�'1'�"��1i "s� .�Soil Stockpile
Z7 �'�� F,�„� �'M,� t�'� ,. . . . �.. . . ������ '� �'* � # ��� ��.� . �Suggested Dewatering Location
F .. � ,�� M � "
�F
,�0."�.` r,+{y �' -.��` #sr. �,A.. . -`• � ;a�S1� �M �-�', *� ,�� .�Temporery Workspace(300'x 80')
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' �
�Environmem Nores. CJl^�'ry'd^J� � FIGURE 2
1 Location ot sod stockpile is approximate.Site condHions will �I�► . � ' -���. �='`, ACCESS PLAN
determine the final lowtion. ����,�� � LIf12 6A Milepo5t
2.Sediment Control BMPs will be utilized as descnbed in the �.. . ��t � 80.9074
Enbridge EPP to prevent waterway impacis. � ��: � '�'r , Confidential and Critical
3.Site conditions will detertnine[he final selection and placemen� n'.. y, C��AfD/'�r
or eMas. �.;, t. , Energy infrastructure lnformatlon G R VG
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'ti � r�'" POTENTIAL
- ♦ •
�� � ;� , � � � � DEwaTe�G �
/ j � " WORKSPACE, SEE
�,' �l� . I FIGURE 19 AND/OR ?O I
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PIPELINE D[:wnrexiN� —
HosE
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� - - - - - � � - - - - ,
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� � �I � 30' - 40' 1--��
WORKSPACf[
BOUNDARY � � DEWATERING I
INTAKE I
I LOCATION,
ASNEEDLD
� — SUBSOIL WILL BE
I EXCAVATION STOCKPILED NGAR
\/ THE EXCAVATION
I „a WITHIN ECDS, AS
I NE('ESSARY
I � �
� � I
I � �
� � MINIMUM ONE (1�
FOOTSEPARAIION
I MUST BF,
I MAINTAINED
\ I BETWEEN TOPSOIL
-� AND SUBSOIL OR A
N TE : I O PHYSICAL BARRIER
I. EROSIO:C COtiTR01. DEVICES N'ILL BE � G I SHOULD BE USED.
PLACED AROUND THE DISTURBED � � �
W'ORKSPACH, AS NECESSARY. I I � �
2. EROSION CONTROL DEVICES WILL BE I � I
PLACEDACROSSWORKSPACE ` � � � �� � � � � � �� STOCKPILE
ACCESS AT THE END OF EACH DAY. i � TOPSOIL
3. DEWATERING INTAKE WILL BE � SEPARATELY
LOC'ATED TO MIIVIMIZE SEDIMENT WORKSPACE ��n FROM SUBSOIL
UPTAKE AND $USPENDED IZ-WCHES
OR MORE FROM THE TRENCH PIPELINE
BOTTOM (FIGL'RE 20).
Scale: NTS
Figure 4
Date: 3/] 0/2017
Environmental Protection Plan
EIVBR/DGE Typical Maintenance Excavation Revised: 4/27/2017
Plan View Location �LDepartmen[TasksEPP
Figures wBorderr�LP ENG EPP Figurrr
_� ,,,_,,.
� _ ���'.__.` ` _ �. _w. .
,r""�` ,,, - �� � �::� ;..,. ��
_
. ; j _ _.
� . �•c�����
;� �::� :�.�,,,,�., :,-...
� E � � �` NO'I E: TRENCH BOXI:S CONSISI OF TWO
r
�� :�� . STEEL PLATES THAT HOLD UP THE SIDGS OI'
��'( �, � AN EXCAVATION.
.:� i''�3., `�' �i,I � THE PLATES ARE HGI.D IN PLACE BY SI'EEL
'� �,�„� '` BRACES.
r�" :
,� ' ;; ��` ��,
al� '.�%'
� .� ,� �.� � �:
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-- YIPGLII'E
� TRENCH
-/ BOX \,
TRENCHBOX
: � EXCAVATION ::
: O �
�: Q X
:; ) p
"� ¢ a
'�'V n.
�'� X Q
:;:LU
. . . . . . . . . . . . . . . . PIPELINE --=;
PLAN:TRENCH BOX PROFILE:TRENCH BOX
SUBSOIL � TOPSOIL � VEGETATION
CONSTRUCTION MATS � �
(As REQuIRE�) � �'�
TRENCH BOX
T��$�l
�'�EXI.TIN....IPELINE�''.�'�'.:�:�:�:�:�:�:�:�:�:�:�:�:�:�'�'�:�:�:�:�:�:�:�:�:�:�'';.;:�':�:�:��� . . .
:�:•:•:-:�:�:•:• •:�:•:•:�:�:�:�:�:�:�:�'�:�:•:•:�:�:•:•:�:•:�:�:�:�:il
................ . . . ..........._._... ... ._.,._..._. ... ._._._._
.•.•.•.•.•.�.•.• •.•.•.•.•.•.•.•:•.•:•.•.•.•.�.�:�.•:�.�.�.•.
�'�' ' '�'�' ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SUBSOIL�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:
S GP
� TO BE REPAIRED:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:•:•:�:�:•:•:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�
PROFILE: TRENCH BOX
Scale: NTS
FIGURE S Date: 3/10/2017
ENBR/DGE ENVIRONMENTAL PROTECTION PLAN Revised: 4/27/2017
TYP[CAL TRENCH BOX Location Ai:�DepartmrntTasks�EPP
Figures w�Borders',1P ENG EPP Figures�,.