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HomeMy WebLinkAbout030-737-30-3301-LUP-2023-263 �uruc�*ronnxo pppLICATIONFORLANDUSEVERMR RETo: ������, SAWYERCOUNTY,WISCONSIN _ 7 II(.i �� Sonin86(unurvetlonOeWrt. ':. .-,��..-.-..__"__{.1.,__ _.____"..._____..__. 10610 Main St Suke<9 v"°��`�"� Na,�...b,��.3 0.�, Chk#__N49� 9J „�5�6��� �i I SI a3 Rcpt# aa�o ��___ � wa. " cn.n�.R vm m:vw�.,co�Mrzom�eccew�m. � - � - . �. p �aoo�a��o�rHusree��em�inea FluprtiNlxK�NOVENCILf !"+ b ameHsl xa�: roM�aoA.l Na� lJ� Paul Tumer,Enbndge Energy,Limited Parinership(Easement r.uxire�edmss: . .._ . m.�xn�ea:� � , 11 East Superior Street,SuRe 125,Duluth,MN 55802 '� >^�^�:218-522�691 °^^^•: �. i Ema�i: PauLtumer(�enbridge.com _ E���; ._ ., X pu�,� Line 6A,Milepast 81.9960 a�pq�y�;I � n�� 030737303301.018837254401 0,„,�; 'Weirgor antl Meteor Townships � wmYeaeiw.nwnnoa�. �,ouowner �Qmaaowne. ooncmo-acxo. �nunro�o-mo. I x1 �rtparty/lantlwkhin3001eetofRiver,SVesm e �DistanceSnu�turekhomSMreMe wMl ��� N/A � I X'SMreIiM G kerinnCWarEstleo(flootl0lalni �ves n�.n„� _ o��c li, � Is Vroperty/IaM wiMin 1000 hetof 1ake,YaM x Fbwye pntaroe 5butturt k hom 5lnrcOne: VF� . x ''. � .• . —► feet x!. I Non PwreNM —._. . . Valueatnmeof ��� �ro� Tobikof Comcktlon Prol�"/V� Number FouMMbn betlrooms WnatTYPeBbWUtYhthe �House,garege,shed,tleck, �5�� (eaSemeM, Sewer/Sanlbry5ystem�s) Addition,etc..) Criwlspare, Lis[seW�rte�Y $IaE) 5 5 +«..��r uee 5 ��� �f.,w.����, MelghC TMalSquar l.awest PmpnedUse .� Proposed5truaure Dimenflons Footagee Gradem I�wmvWv�. Xlehest � scavl veat I Rnidence ( x � H. with 2n°rtory ot lok ( x � Ft. wi[h Basemenf � x � Ft. AmchedGarage � x � ❑Residential Use Ft. Accessory5tructurel�.W.��l ( x � ❑IlgricuHural �e.�ka..�..,.,..e..ee.��e�..�,.�.� k. US! , TemporaryGuestQuartersorBunkhouse�G.n.�vpel ( % � R. C Comme.cial/ Detk/VorcA/Patla � x � Ft. Industrial Use ( x ' �2^°�Oeck/Vorch/VaHe Ft. C Munic{pal Use O[herle.qeml ': M�.�• ( x ' Ft. F4 other � 1 x 1 Vrindpal StruRure�nqn��n�ai,com�rmroal�.+umnpn,[�c7 F� Pipeline maintenance �Addition/Alteration�eRoi.'n� � K � it. Totalhabibblesquarefeet TeblNon-hablbblesquareteet: (decNs,patios,garages,shetls,storage a�ea&ot�er struc[ures� . , . ,.. ..n�MUSI be sub�rrn! � Atlxh a"���o�'� � � yow PropeM on B.5'R Il'm fi.5'�1�"Oaper.'Must•InduUe laatbn and seM�M of propasM�nd etlrtlN ErucWm,rwds, Arlvewsy,unibry aomponent;well,IaYe,river,sVom,�nd wetbnEs. Unulpibn Htb�cY ���� S�tllA Ma�sul�mw�b Mpfu�m�Mf Setpsck from the CenteAt�w of%st[W Rwtl anE/o� feet Se[Eack from Me lake(ww�.rrnyn�..u.mw�) F� SetbacklmmtheEibbllsheENl�hta}-Way FeN SetWtk(mm[heR1VN.5Veam,Cnek Fle� Setbad fmm the BIuH x�opb�. feel Setback hom Ne North Int line Fee[ $elCack(rom tM1e San�Lat tlr¢ feet Setb+d(rom WetbM Fetl Selback/mmthewestLo�Lhre Fen Slopewlehin�n�alcon#rvNon/dbtwWnc� %Slope Selback IrOm the Eart Lot line ket Elevatian of flOOEpl�ln F�� SetbadtoXpticTankorHddln T�nk Fmt SelbxkroWtll F� RlEack to Drain Fleld �N� Se[back ro Pory(PortaGe,fomporting) Feet .. . . . .:.. . . . . •:, ,.eno.,,.,,....�,c�.m�.:��..emwee.�en.i,oR,.. . . � . .��w.eico���m�o.v��u,�w ��u�m..��mw.m�ma�..=r.c. . _ � . . _ _ .�n,o.o.n,..,�ev��.o�:.�,.nm�o�,ou+toma�o...��..• _ 4kul�rc ImMMwf wb[es.l���d.�mmM1.MvN.�M M�ert��/+mMu1 wtdnnnat PMHaM.TM Imin[OI�M un�e1C Y�d![b�Nn�N� wrhuh�aWdaMimpeManl NIA WculaGburb: Indiole lol size(rom CSM or NOWS�tlrck one): Mre6 MUMIpH W�3.560•lot aru: Spmrc foobye 4kul�te NnpeMeutswfau ma: Dettrminethetoblslze.Inspwrefee4otyourpokcsslisceda0ove�1MWewves�: ph. OehrmineMemidAxe,inspuarefeet,o(alldstlnarao(eEsv�ctura�indudeeaves�: spR Det<,mine Ne total s1�e,in spuare feet d all W�tlry qved�bid�eE�Elaked surfaces: sp R AddthesemeasuremeM�mdelermNeroWknpeMaussurfaas: sph Ul�ulate ImpeMousbt peruMa{e Ta[alimperviousiurtxe: tlo[are�: Sph.%IOD•Nnperviarssue/ace % IMKY�tan 6 npMeC Y mu��.u�a ls%1 •^NWu a uparin goEm(permlt neede lo be abbiriM il ElsWrp�d orta n wRAin tM1e SMrebM EISIrIR�s IndlnteE on prc�ious D�8<aM mee�s vMeru Eebw•^ GrGn as reaurOun20% Gradin olmmethsn1,000 .Fton3]%20%sb s Gntlln ofmwethanl,0005p.FLonSbpeslessthanl]% Gnd ISinevicesso(10,0005p.Ft. i(we�eerLn Ilut Mb�pplkatlon(In'IWinpny acomo�m��t inbrmatbn)M1u been examhrE Ey me�i¢)eM to tM Eest M my�om�krowWye�n0 bNlef e b crue,mrrect mE ompkle I(wN��'kdeellul1�rn)am(ne�rtspanslLkforlbetlebll�Ma[cunryofallinfwma�bn1�w¢�un�art�pOvidln[��IN�ttwillEertlietlap00bySw�er Wunq In delNminiry wM1el�er lo bu!1 Permh.I('�'�)fw1Fa aaept Nblliry wM1ldi mry be a rouh o�S�wylr CaY�'rtMn�on Mb Iniormition I lwel�m Iartl W�lry In or .nn me appncanon.i Iwel comm�ro munq ox'K��b w�a�Wrtn aEmnmenni wu�ry wam�Me�o nrve a�aeee�o me.nwe a<scrNed popeny a�.m.�����rm Me Duryose ol Msqctlon.MdilbmN.�uMenynetl permnlsl M1ereby 8�ve perm69on lor acns ro iM pmpeM br mslle NspMbn Ey MUYtlp�l OMkYh. � � �'7 ,- - p ����m� Paul Tumer � June 26,2023 ���� Yau ve msponsibk In rnmplyM{wtt�IM1e rryulremmts ol lhe Sawye�Coun�ing 3anin{ON�imrcn mE lew antl rqWationr of tAe SUte a/WumruF.Vou ue�Iw rtspomlEk/or aomplyln{vnt�Soh�M FeEml I�w�wnarnYg m�utructun near or on wetlydv,bkea,�M snums.�mWre ro mmply may msutt h remwnl or matlMo[M ol wiu[ruc[lon [Nt vlobtn Ne bw oe ot�e�pemhks er msts.Por mwe InlormaUon,vislt t�e CeO+rtmem al ruwral resourres wtlbnEs Worclibtbn weE p�e mmmact�Eepmmart of mmnl remurces service[roter(fi08716i-iII5 �ssu■ncem�ormnionl�nryuseo�ty) �"�"rv"�mwr. ♦weeamm�s: vermit ank0l�e): rtawn fa Denhl: r.�n�: issmn.m�c wi.: � ; -� �C� 3 �. . 7 (4 i Is Yarul a SotrShMarE IM "Yu �o..aa e.m,a� � �o �i „�,a :�ra ��xo ISVnttIMCommonMnen�ip ':Ye� �iw02oM�wmlaq�ll µ� ����MA iiYa GNo IsSWqurlNm{onfmmlN '�Ya GnmeE byVanpna�e.o.e.) GnntM by[oMman�l uu �:!Ya 'IXo 4wR '�.Ya �':No 4wF. Wiih�MlePllyCelalaA Yn No�r .WMlhW�hY��aV�ntlAbyOwne� �..:Yp L'.No W W hopaiM BuMM(Stt!0lIIneHOE Yu No Wat Y�operly SUMyld �i Yp I;No 011ke[omminu: 3uneqrtrkt Fee: /0 Q HoIaPo�U��t�ry �:o�c�ariBA. Nolafarnlfiea+it. Foleior�ee� __ ___ �1��OE0 � Sawyer County Application for Grading `D 10610 Main St. Suite 49 3 Hayward WI 54843 #� 715/634-8288 � c� CONSTRUCTION SHALL NOT BEGIN UNTIL ALL REQUIRED PERMITS HAVE BEEN 6 ISSUED. SIGNATURE OF PROPERTY OWNER IS REQUIRED. o U� Paul Turner; Enbridge Energy, £ � Owner:Limited Partnershi Easement Contrador:TBD 11 East Superior Street, �, Mailin Address: Suite 125 Mailin Address: �°, � Cit , State,Zi :Duluth, MN 55802 Ci , State,Zi : n -i Phone: 2�8-522-489� Phone: � m Email: Paul.turner�enbridge.com Email: tD # C� Siteaddress ���esn.MaePos�ai.sseo �,.; 0 Calculate grading area:(Total area disturbed including excavation,fill,grading, J landscaping,equipment rutting,and/or other areas vegeWtion will be removed resuking ,� in exposed soil) J Determine width of disturbed site in teet: ft.x depth of disturbed site in feet:_k. � Total= sq.ft. (this is the area calculation) Detertnine Slope of disturbed area:Vertical height in feet_+Horizontal distance in p � feet =Slope X 100= °/a Slope f U; (1V/1H=Slope X 100= Percent Slope) � p 'For any filling or grading of any area which is within 300 feet landward of the ordinary �p high water mark(OHWM)of navigable water and which haa surtaee drainage toward the Z� water and on which there is either: � (7) Any filling or grading on slopes af more than 20%. � (2) Filling or grading of more than I,000 sq.R on slopes of 72°/,20°/,. � (3) Filling or greding 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 70,000 sq.k [T1 within 1,000'OHWM of navigable lakes,ponds,or flowages OR within 300'of OHWM of s navigable rivers or sheams. 3 Date adivity will begin rf permil is issued: s�mme�zos+ date to be � completed:Fa�i zou � 0 Attach engineering design or complete the following using additional sheets: � Z � 1. Describe proposed erosion control installation, construction phases, and finished site grading. y Include timeline,methods, and materials. (Sik Fence alone is not ample erosion condol for c most skes) 9� � D See anachetl Figure 3 antl prqect tlescrip�ion. � N � � N N 2. Lisl temporary seed type and rate, permanent seed type and rate,fertilizer type and application rate (if applied),and mulch type and application rate. Sce a1WCMtl prqect Cescriptbn,reslaa�bn proceaures,anE typkal fgures. 3. Attach a plot plan of project area including location of any wetland(s)and/or waterway(s)(indicate area belween greding project and water body to be left undisturbed), location of excavated material, location of all storm water and erosion conirol Best Management Pradices(BMP's),property lines, existing drainage,post greding drainage pattern,and north arrow. (Silt Fence alone is not ample erosion controlfor mostsites) See Figure 3 rwouow a�vr�monw -- cowrwoivux cdnRo�vuu� � � `Ea�^ oa�oaz � �uaiv I ��\ \ \ I � __—me 0.vFLLe��i I I 1 pc��N I \\\ -�-1—�VPI �MVMZ / �� � � J � r„�.�• �, ,� , � ], _,�,e O ., �. . �.. A.' I� � / � �]I —� „�.m.�O...'� I I - �eM �+ � ,o,: 1i �""m /� �- 1I �y�'�y,TM���q�' Oi�iCYC4Jn II �� V �. `� �I' J �AI.�ru�.r \ I �� �� v nwiK� . fCYf:1'.M' _ LI�Mr �riw_ - ,yip�ynp�� 4. Attach a cross seGional view of project area induding ihe existing and proposed slope of the bank, water level of any existing waterway,and horizontal and vertiwl scale. Cross�Seclbml view m�eveilade.Th¢waterwey measu'es eppaMimBlely 6 I¢21 wkle by�feet EECp•wiM e wBtH kvel tlepl�ol approtlmelehJ 0.5 feel Inken on N16121.T�e sbpe ol the weterway EniY�s s esGma�ea to be>20%. Inkial below PT All BMP's and erosion control devises will be inspected weeky�nd after rainfall of'/�'or greater within 24hr period. PT In accordance with the Sawyer County Zoning Ordinance section 4.281(Adverse Effects On Adjacent PropeAies). I hereby declare that the construdion and/or grading pertnitted under this permit will not affect or intertere with neighboring properties dreinage patterns.Any change in drainage patterns which are determined to be detrimental to neighboring propeKies will be corrected at the expense of the property owner referenced on ihis 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. OrigirrYl Signatu�f�property owner(or agentwith Power of Attomey). PermitFee: $�00 Rev-1/2020 ENBRIDGE '�' �te���'sa' Sr.Envimnmental Advlsor cell 218221 4408 GORE Prqects Nete Schmetler@enbridge.com 11 E Superior St..S�e 125 DuIWh.MN 55802 June 26, 2023 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 � 'j�`� 1Ul 0 5 2023 Grading Permit Application �_ Enbridge Energy, Limited Partnership S:�JJYER COUNTY Line 6A, Milepost 81.9960 ZONiNG ADMINISTRATION Sawyer County, Wisconsin Dear Mr. Kozlowski: Enbridge Energy, Limited Partnership (Enbridge) is submitting Sawyer County Land Use (Shoreland) Permit and Sawyer County Grading Permit applications and supporting materials for approval to conduct maintenance work within 300 feet of an unnamed tributary to Swan Creek at the location referenced above. Enclosed for review please find the completed permit applications, supporting intormation, and a check for the $100 application fee from Barr Engineering Co. on behalf of Enbridge. Please send a copy of the permit authorization to me at Nate.SchroederCa�enbridae.com and Emily Wartman (Barr Engineering Company) at EWartman(o�barr.com. Please send any hard copy authorization to: Barr Engineering Co. Attn: Emily Wartman 325 South Lake Avenue, Suite 700 Duluth, MN 55802 Enbridge Energy, Limited Partnership is submitting the enclosed WRAPP Application Form and supporting materials as pre-construction notification under the U.S. Army Corps of Engineers Utility Regional General Permit for routine pipeline maintenance work on Line 6A at Milepost 81.9960 located in Sawyer County, Wisconsin. If you have questions about the information presented in this permit application, please contact me at (218) 221-4408 or Emily Wartman at (218) 206-5849. Sincerely, � ��-� -� i c'�--- Nate Schroeder Sr. Environmental Advisor Enbridge Energy, Limited Partnership Enclosures: Land Use Permit (Shoreland) Application Grading Permit Application Supporting Information A check for$100 Cc: Emily Wartman, Barr Engineering Co. z 7/18/23, 12:14 PM Real Property Listing Page Real Estate Sawyer County Property Listing PropertyStatus: Current Today's Date: 7/18/2023 Created On: 2/6/2007 7:55:54 AM � Description Updated: 12/27/2016 '� Ownership Updated: 12/13/2016 7ax ID: 32348 � LOGAN R ZEBRO SHELL LAKE WI PIN: 57-030-2-37-07-30-3 03-000-000010 Legacy PIN: 0307373D3301 Billing Address: Mailing Address: Map ID: .11.1 ROGER & ELAINE PLOGER ROGER & ELAINE PLOGER Municipality: (030) TOWN OF WEIRGOR 11933W COUNN HWY C 11933W COUNN HWY C STR: 530 T37N R07W EXELAND WI54835 EXELAND WI54835 Description: FRAC SWSW RR & ER PLOGER - LE Recorded Acres: 36340 w Site Address * indicates Private Road Calculated Acres: 36345 N/A � � � Lottery Claims: 0 First Dollar: No lJ Property Assessment Updated: 6/10/2020 Zoning: (F-1) Forestry One 2023 Assessment Detail ESN: 432 Code Acres Land Imp. G6-PRODUCTIVE FOREST 36.340 33,600 0 -� Tax Districts Updated: 2/6/2007 1 State of Wisconsin 2-Year Comparison 2022 2023 Change 57 Sawyer Counry Land: 33,600 33,600 OA°/a 030 Town of Weirgor Improved: 0 0 OA°k 540735 Bruce School District Total: 33,600 33,600 0.0% 0017D0 Technical College + Recorded Documents Updated: 12/13/2016 L4 Property History WARRANTY DEED � N/A Date Recorded: 11/28/2016 404127 AFFIDAVIT OF CORRECTION Date Recorded: 1/14/2009 357736 QUIT CLAIM DEED Date Recorded: 4/12/1991 222748 463/289 https:Ntas.sawyercountygov.orglsystem/frames.asp7uname=Jay+Kozlowski 1/1 Supplemental Information Enbridge Energy, Limited Partnership Maintenance Work in Weirgor Township, Sawyer County, WI Line 6A, Milepost 81.9960 Project Description Enbridge Energy, Limited Partnership (Enbridge) plans to conduct maintenance activities on one segment of their existing Line 6A pipeline at Milepost 81.9960 in Township 37N, Range 7W, Section 30 of Sawyer County, Wisconsin (Figure 1). The project footprint is unavoidably located within 300 feet of an unnamed tributary to Swan Creek. Enbridge plans to conduct this work in the summer and fall of 2024. Work at the site is expected to be completed within 6 to 8 weeks. Access to the site will be south from West County Road, then traveling southeast via an existing two-track road to the Enbridge right-of-way (ROV� and continuing southeast along the ROW to the site (Figure 2). The access route for the proposed maintenance work will cross an unnamed tributary to Swan Creek via temporary clear span bridges (TSCB; Figure 3). To construct the TCSBs, construction mats will be set across the tributary. Construction mats will be used as ramps on the sides of each bridge. No fill will be used to construct the bridges. The bottom of the lowest beam of the TCSBs will be at or above the top of the stream bank. The bridges and mats will be anchored to prevent them from being transported downstream during high flow conditions, as needed. Construction mats will be utilized to minimize wetland impacts along the access route and within the temporary workspaces. The project scope will require excavation in order to inspect the pipeline and make any necessary repairs. The excavation will measure approximately 150 feet long by 35 feet wide at the top and approximately 7 feet wide at the floor, and up to 10 feet deep (Figure 3). The excavation will extend into an unnamed tributary to Swan Creek. The waterway measures approximately 6 feet wide by 4 feet deep, with a water level depth of approximately 0.5 feet taken on 6/16/21. If water is present, flow within the tributary will be diverted by a dam and pump bypass method. This method involves damming of the waterway upstream and downstream of the trench before excavation and pumping water around the construction area (refer to typical figures). Pumping of the waterway across the ROW will commence simultaneously with dam construction to prevent interruption of downstream flow. Subsoil and topsoil will be segregated into separate piles spoil material excavated from the parent streambed will be segregated (e.g., upper one foot and the remaining spoil are stored separately within a spoil containment structure).Temporary workspace and staging areas will be used for vehicle parking and equipment staging. Equipment used wil� 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 the attached site plan (Figure 3) and typical figures inciuded 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 best management practices outlined in Enbridge's 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. Excavated areas in wetlands will be backfilled with topsoil originating from the wetlands. Backfill material from the watenvay will consist of the spoil material excavated from the parent streambed. Permanent stabilization will be initiated prior to restoring flow. The bed and banks of the tributary will be restored to as near as practicable to pre-construction conditions unless that slope is determined to be unstable. If Enbridge determines that the slope is unstable, the banks will be reshaped to prevent slumping. Once the banks are reshaped, BMPs will be installed immediately after backfilling. By restoring the original contours, existing flow patterns through the tributary will be maintained. Upon completing bank stabilization, the dams will be removed to resume natural water flow. TCSB and construction mats will be removed. Temporary crossings and workspaces in wetlands will be allowed to revegetate from the native seed stock. A cover crop will be utilized in wetlands as necessary. Upiand areas will be seeded with a perennial seed mix. Supplemental seeding of wetlands and uplands will occur as necessary for reestablishment of vegetation and will take into account recommendations from federal, state, and landowner requests, as appropriate. Seeding application rates and seeding dates will be dependent on the specific seed mix recommendation. Temporary slope breakers will be installed on all sloped approaches to the stream in accordance with Enbridge's EPP. All other disturbed areas will be seeded 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.). 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. 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 cieanup 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 backflling, weather and soil conditions permitting. 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 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. Where conditions allow (e.g., unsaturated and un-ponded areas), wetlands will be revegetated after final grading with annual ryegrass and then allowed to revegetate naturally, unless otherwise directed by regulatory agencies. Permanent revegetation at stream crossings will take into consideration recommendations of agencies as well as landowner requests. 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. � � 0ad9e�G�CeK • � .�e� . e� ___� . Lake Supena � ; . _ f - , . , __._ . y'f.-- _ �_ } (' � ,: .' ,�. .,.cy _ ; _�� i � . _ . ! ` � ,; ' - ... ... � T37N-R7W � � ___ _-- .. MI � T.,iNL-R8W_ .� - T37N':R7W . - . _ _ ... -�; ar. a _ . - . _ .. ., .. 519. . � S20 ' N i . � (�sza ,., , . f„ �, � � �' � � 1 , ,_ - � Ir l � � � . � i . i ' . . �. I; �...i .. ,. � ,! . .. � . �..,�1 i '� _ � , f' � * _• _ _ ., _ �_./ ' � ,� . ; _ � , , _ , - • .. � , , .. . _._ _ -t. � . ,,. , . , .: .,. _� _.� _ _ .� 2 - - -- - - — - ._--� �.. �- _: ,�� � . , �„ _ , " ; , _.. v � ; T �__:__ . � �� � � �y�� � f i l .. � I . � f� . . � .�^� �� s' , ...F� � Meintenence Lotetlon . , � �%Q�ni�/ . i —LineBA . `� � * � '�, ► FlowDirection ' �%4 -h'3� ' V,-.R8W .:�� � . .•,.. �� -.' —PerennialStream 526 . ... ... '.. �, ,� �►" � � ' - - Intertninent Slream � ' '� "� �Weirgor ' ,. , "� �, . we�arooay ,.�,, Meteor Township � Nleconsin Wetlane Inventay Township 1 � nq�en�caa � � ♦ �� ���Deepwaierlake I� . ' .�: 8� �1���' ''. �¢ � � .. ( � Emer9enVwetmeeaow ` ! . �. - . { �� - „-_.��� FilleQ/ErobeE wetlanE ' ` � ' I� •. ' - �� '�.T ..� .A�,.. �-- ��'� '—� Flats/unvegetateE we1 sdl ' '"_ _' ' '� 7� "_ ' _ .. .. . , /�/" . _ � . . i. � � ��` � , Porestetl . ' �, � `�,- - r -__ . �" i / , i i � ` Moss __-'}I � - " . . y - Open Water r 1 � ��.�. � - - �, River 1 . �f�,.r�_ . . . � 8�"_ �'..� C�� gµa� C�ec,� . - - Sc�uO/ahrub _r � � � � ,, O � N : ��_ T37N-R7Wy� . -�.t 'ti - � � N'�RRW � / 7 532. q �"' 1 " N R]W�t � O G,OOO 4,000 -S35 S36 ,.�'� / . __ ! S II __. '� t %� ' ' �Y Feet � : - _ � �,i �: ` � ' .,, 1 Inch = 2,000 Feet � � � � � ' v ` FIGURE 1 w - ' �a . , r:r, rn EXCAVATION SITE � ` � � LOCATION Murry— � � + Line 6A � Milepost 81.9960 Township ' � ` - ENBRIDGE , . � Ba��FoolerA�c015100.1,2021-062<1��<9FAe l'.LImt�EnM�ge Ene�yylWo�k OrEera\OqsW91841�6\Wo�k O�Jers14916151611 MPVL_Midwesl Expo5u�e5 F�o�echM�pv\NS n�InLL6A B1 9960 VlWLmaEllrei.Vf�W � ,. .. . . . _ a _ .� rr�.� � , Lake Superior . . , ,. �"�°1+�+•� . ::"` �4-,,,;7•:a w.� • i."y,,.� . �., �" ,. 4r . �. y " .. . 5 ie^ . . � � + �. 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'�' �i .'.�� �M"M&'i� �!� � � �.. �'� Field Identified Waterway l +� iei �.� � � � rr w �.�T �,>#� 'x, M ��k` �i � ��'� '� .. ,��._ �' .�`' "'��'y� ,y��" . �•,,,-.�fry "vri. f .�p�i�a t#��"M R w -�4 �� �{��� r:. < � .'• x #IM s �' nc ♦ .,� . 'ry 1 �3 y,Y4-. x'����• ��t=, '+� � �±� � ,� y�y, * � ° �w��,� ;�� �`" . �. *'" �/ �� � � � a'',�y�, Access Route � �Y W yay�,�yy�,/ , ♦ �`'�.D` y'",� �i' p �ly-n*� � �� �'�'� /t �Y .�. � '+u �� � M � ° �J��'a m yry ��i.��Mt"�A.�K ..s. �*i" > !f 3. ,� ' ..��1 {� r .i, � ���� �'�'� � � * ��'�" "` " "� �- . � „��'�`� s--'��� � „��. � �'` '""" � AccessthroughWetlands *�°��+" .+e�.� e `�t"„ � . . w rse� ,K"�;�.r� �� ��" �.;.,,. �t €,. �r� �,. � t '.d k +� �r�. t� + „ ' �� �� ,* ' � I �4. �.. ,�. �°� '� �„ � ,� ^+ �� k �� , �. •� ,L ,� .��. �-• . , . r � , .x ,� �.�. Temporary Workspace ` ~ ,�: .,�.. e�' � °� � A'�'r:ao' .. ..�� � �. 1__ M i6+.M; � �,. ,.., `. � . �� '�''%�- '°,, ? ,.,� i4ccess through�,Wetlands '"°���`_` ,��► „��`,+z.,• � `.��.� i � :�';����-_ .� ` r;+.,� ;„,� ��.- „ . , �. . ' „�, SE: (115,556 sq. ft. or 2.65 acres) :� �:"� ` '.�- �" "�+» ` .- ° .�. ' �I--� ' (0,.07 acres) "�: .%,�_� "` �+'��'�"��* ¢ '� ` � . ��` � NW: (20,900 sq. ft. or 0.48 acres) . .' „,: .�' ' .. x , ' . . �r'�:: S . „ ...;.�- . . .s �'^.,. �F ,j ,.tl ��.,�,,g,; �-.. � r A' t ;r ' ._ ' s 1 M, r..v _ . '"��y�..�`,�"'�� .�. .� : �, �.���.«.^ , , '�� , * � ,�r.. ,�F��, , :.��` �"�,`,��";��'�' Approximate Wetland Extent f�.���,^a w, k� r� !"tiy ' . ^K "i" �,n �. . .w a. � '- a� � �' x y ` �"'.'s �� �+'�, � '�,l�t �'r�.,ii��, w.�"`%`.t. .h':,w'M !� y�«w �"' t ' � . 5..� ''"' 1F�:. . �,. .� '°� , � ..p'!'� y^ �*'� i4.,.�'s `'s r ��v J Y�".�:. �yr= y ��'�yy,' ���♦ �� _ � � �� . �� � � "� �• y , k 'r,.� £ �' �` ��y '�. ` � �R ��}'��"n'` '�����'w'"w F� e^�"��,p„,t„ � ,�"� � ¢ �a� � ���yNMN��k�r,`M�°�r,.' • w� � ,f � , � � ��..��� r � {,�q„ � ' T E a� � y,p,,- �} �.. r, �1 Y f �„ �[ •�. ,� .:iM �+*� .�� 'x ,.. �-a�!I�w� µ ,.,+�ja' r���.�k+ e �r� +��n��,�1At , �+.e r�6�`"��� '�w :.,rs� x��n.;,i'�s"�"��.� ��.:,t �'+�_,��",",�,p'�.� ��`..-x �' t �i+� � 'we' . '�'� `y k '�V�i� ,•� ..� A► ", '*„ �.. � i � F `*"�� q, � ^" .��v.r�Iv,�•� rt�.-.�n�1R,�,�u.r � r����� Y�� A�R�K��.P �-r�����,� � d . 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'R� � I*"�, a' 1� r. 3 � , A! a� � • Ak p•. � � >! r k � .:;! .r y) .i11"" �d r �",' � ✓.. „e1 � «�«�:,��""r �.� � �. . .,'� . ., .� ..a „ ,,,�`�'°�` 3�.�:.�x��Lu '✓.w �. ,.�y�r.�, ,A �.�°�. �� ;� FIGURE 2 +�r ,� 'rk „- rI' . 1 .r ? '} Y ,� .. .r r w s ' iAK. ,.f � �i� `_,,y� R '�. � l , ,�I � ^ . Jr ,. i �u,*, .,/� :p, 's y,� !!;. � � � (�,. `4. ry .r_:"P V�'J/ 5✓. �vi{.1'"p,�lp �� �..r .i h^� M ., . ` , rt.o-� � ' a �.:' 7 „w;�`� � �°^ . ��.t�..�'���+�'�,�. .,°.;. �i` '�� .:• , ;�:�� ��'.�,k �`..;.F�"�" { .� ,: , ,_ ,,�; .. :� �, � ,�„���� � �' ACCESS PLAN ti3k ,# ir' 4?" "�Ni.l��'ti&+.� ,�... e ".k � d;�� .�rs+�IRr� d�'�"!+,'��- � �� ��' ��nP. �/'1 � � � � -"w�"k'„ ,� � Environment Notes: �;,�^�- s �� N,� � +�`� x�,,.,�"�'�► �. ��. '�l�t '�.. Mil@pOSt 81.9960 1. All work, access, and staging within wetland will utilize ` . ,:.,�^ '� •" ,� . ' "� '� Confidential and Critical construction matting or be completed under frozen ground ��",�� :� y��sr'* ,���*�• "�`� ' ,��,>� �' ����j��� : � ,r� •.:�.., +�� ,,;�-`' +� ,r Energy Infrastructure Information conditions. `� t ,�� ,�,.`"t`. = X B�rtFookcAmG1510.E.1,202J-0S7871:5]FNe:C�GbnHEntrkpa E�nrpyMbA OrMn\DIp�W9180146�WoA_Orders:A9161i16.H_MPUL_MiEwnt_Evposures_Pm�ecY.Maps\NAs<onsm`.L6F_ftt_9960_Special\WONR Per�AppFutlonMR11PPLL6A E1 9JE0_Aasu Phn NR�PP.mRtlU�er'.v�w „ Mereor F �.� � ���4 3 . r � �ake S� e��o� , � � � � ��. Township � , , �. � - � ; , . � ���°� � ,�, � � Weirgor �- � ' - � . . . . _.. . ;szs _�.._� _� : � _ . .. Tow�ns� . � : --� . � _ . � - _� _ � -- , � � � z ,,� .�. � , T:. � M �. � ' , �� � ... . . � tt _ . , .. ,� �. . � a > �. F.w � ..., . . : �� � _ ,t � .,, _ , .. � �� � ”� �� 1¢I ; ,. , _- � - , � � ,, , - � � ., , �, � , �.. � , r t, _� , .�� � `�. �,,a z � : : .. . , . . �y ,. � �V ' �� _- �:� . ., � � � � � .,l" t � �� h�'f..� ,�,-���x" ,Y J'y;, ''i��'� r I � � sw 3n • � .� a �^"� ! / " �. � ". r` � �.. �^ .�6 �. . �. /t � �E� . �4 �N ' .� ... F , ��1 � ..._� .. �,�� �1 ���--�--r- Y . � ...��� :� �+�,:�� ' r "3 -f� ����. � yx -. _—"� I ,. .; ^ �., '�� . � .k �,., � . / � ` ��(�_: , � ' � '�" ' Line 6A A. �•y ..�•' ,� ` ' � � �� �o Suggested Sediment Control � ��� � �� � � � �, � n .� :� � � BMPs "�.�:�� � ,� /�- � '" � �°°'� , � ��. �-��� �;�Field Identified Waterway ` �����_ .� s ' _. �,�. ��"' �. � << � ; Access Route d � Excavation.,i��etlands ' ° and Waterway Approximate Temporary Dam �Temporary Workspac;e "� ��`�0 05 acres) � '�� ������ Location # in Wetlands I0.58 acces1 �Excavation Extent(150'x 35') ��,: . \ ..4(A' . / �k Y � ��•/� . , .•' ., a � n:.. " � �Soil Stockpile � ��� _. : � �;, � ��"��r� � ,���.. � , _'' ���� + �; v ° r � Y° ,, �Suggested Dewatering Location �, y 7 � - � ' = Temporary Bridge(20'x 6.5') � , �,r -__ � � ' �. �;;, '� � ,�I�����'�� ���� � � �Temporary Workspace(115,556 . ,.: �.-�.. � , . " � �� �'' sq.ft. or 2.65 acres) ,: �. s�,� � u . :� �� � ����� � , _ , . �: , . #;, '°��` Approximate Wetland Extent ��' �. � � �� . . r� ,� - �r` . ``; . , ,, � - ;-,. <� . ° � � . -: N ; �+t� , . ' �. , - � �.;' Environment Notes: �: � $0 160 1.All work,access,and staging within weUand will utilize construction matting or be completed under frozen ground conditions. Feet 2.Two TCSB will be installed for crossing the waterway as shown �` A on the figure. 1 InCh = 80 Feet 3.Location of soil stockpile is approximate,Site conditions will determine the final location. F�GURE $ 4.Sediment Control BMPs as described in the Enbridge EPP will be n �, $�TE PLAN utilized to minimize impacts to wetlands and the waterway. � 5.The waterway measures approximately 6 feet wide by 4 feet ; '� Line 6A deep,with a water level depth of approximately 0.5 feet taken on �^� � :� �a Mifepost 81.9960 si�si2�. ��:-� �. F Confidential and Critical 6.Site conditions will determine final selection and placement of � ����'��� BMPs. °� � Energy Infrastructure Information Ban Foo�er'.ArcG15 10.8.1,20230516 13:49 Fde:I'.\CHeM1EnGnd�Errorpy\Nbrk OrEsn\DipsN9780718\Nbrk OrE�nU9161516.11 MPUL_Midwest_Exposures_PropcnMaps�Wisconsin\L6A 81 9960_Sped��VJ�NR Permit AppliaCon\VJRAPP\L�81 9%0_SM�Phn WRAPV.mztl U��r:ww . ^ - � t �: — — � . . �. �i4`�. ; ���� �� . . . . . . � _ f. "" I POTENTIAL � �. _ .. . . ; ``� " ` DEWATERING I i . ; I i /��'` � �; WORKSPACE,SEE '� j� � FIGURE 19 AND/OR 20 .� ,.,�n+,.,.� ` ' . �;� t I I ��� .�.� • . +, L` _ _ ...r, J ��.� :: .. � � �r�r'��i •��.� f .�r-.t,.�.a:,, ���. �;�, .�,'��i��'�. � �-:". ..-�� " �� PIPELINE DewaTERING HosE � r`r-� � i i i i i i � - - - - - � � - - - - � � , � ' ' � 1—30'-40'1---r---� WORKSPACE BOUNDARY � DEWATERING I INTAKE I I LOCATION, AS NEEDED ISUBSOIL WILL BE I EXCAVATION STOCKPILED NEAR \/ THE EXCAVATION I ,� WITHIN ECDS,AS I NECESSARY I � Oa I � :�: � I I � MINIMUM ONE(1� FOOT SEPARATION I MUST BE I MAINTAINED \ I BETWEEN TOPSOIL � AND SUBSOIL OR A NOTES: I � PHYSICAL BARRIER 1. EROSION CONTROL DEVICES Wll.L BE � 4 I SHOULD BE USED. PLACED AROUND THE DISTURBED � � � WORKSPACE,AS NECESSARY. I � � 2. EROSION CONTROL DEVICES WIl.L BE I � I PLACEDACROSSWORKSPACE ` � � � �� .�� � � � � � STOCKPILE ACCESS AT 7HE END OF EACH DAY. � � TOPSOIL 3. DEWATERING[NTAKE WILL BE � SEPARATELY LOCATED TO MINIMIZE SEDIMENT WORKSPACE ��n FROM SUBSOIL UPTAKE AND SUSPENDED 12-MCHES OR MORE FROM THE iRENCH PIPELINE BO7'TOM(FIGURE 20). Scale: NTS Figure 4 Environmental Protection Plan Date: 3/10/2017 ENSRIDGF' Typical Maintenance Excavation Revised: 4/27/2017 Plan View Location: M:�DepartmeniTasks�EPP Figures wBordersVLP ENG EPP Figurs� S1LT FENCE PLAN�NTS� FASTerrER-M�.NO. lO GAGE WIRE 4 PER POS"I REQUIRED(TYP.) —8'M�ix(Tvv. �6'Mnx(TvrJ� MESH SUPPORT qq�❑ FILTER M.� 6��SQUARE(MAX.) FABRIC 18"MiN. 18"Mnv. Tvr. Tm. ELEVATION ELE ATION SILT FPNCE WITHOUT SUPPORT PLAN SILT-FENCE WITH WIRE SUPPORT PLAN FILTER STEEL OR FILTER � FABRIC DIRECTION WOOD POS7' FABRIC DIRECTION OF FLOW � OF FLOW UNDISTURBED UNDISTURBED GROUND LINE GROUND LINE � � 6"MiN. 3°MIN.WIRE 6"Mrta. MESH IN TRENCH � � COMPACTED -il � COMPACTED 6"Mrta. $ACKFILL 6"Mirv. BACKFILL I I i i FABR[C ANCHOR DETAIL FABRIC ANCHOR DETAIL SILT FENCE WITH WIRE SUPPORT PLAN SIL'I FENCE WITHOUT SUPPORT PLAN No7Es: I. WIRES OF MESH SUPPORT SHALL BE MIN.GAGE NO.I2. 2. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF THE SPECIFICATION R'ITH BQCIVALENT OPENING SIZE OF AT LEAST 3O FOR NONWOVEN AND SO FOR WOVEN.(SIEVE NO.) 3. Tl-IE POSTS USED TO SUPPORT THE SILT FENCE SHOULD BE HARDWOOD MATERIAL WITH A MINIMUM CROSS SECTIONAL AREA OF 4 IKCHES SQUARL AND 4 FEET LONG. MHTAL POSTS SHOULD BE USED IN AREAS THAT POND WATER. ATTACHING TWO SILT FENCES FILTER FABRIC $TEP I LFILTER Posrs Fns�c SrEP 2 STF.P 3 NOTES: 1. PLACE THE END POS7 OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE. 2. ROTATE BOTH POSTS AT LEAST 1 HO DEGREES!N A CLOCKWISE DIRECTION i'O CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL. 3. DRIVE BO'IH POSTS A MINIMUM OF 18 MCHES IN THE GROUND AND BURY THE FLAP. Scale: NTS Figure 6 Date: s/25i2ooi Environmental Protection Plan Revised: 3/28/201 i ENBR/DGE Typical Silt Fence Installation ,��.�oa,,,,�,�,��,r.�,,,p,,��n,w,,�,,,, �>n err r�e�n-. BALES PLACED ON EDGE BUTTED TIGHT �,� �;` ��". ��� .,_. .�.....,:,. :�i; , ,_���., �, .�;:- r,_ ><.,�, _,: :..s • _.:...:.. SILT FEhCE — � \ — HARDWOOD STAKE STRAW BALE -- (4�LONG,2"BY 2'�) � � / COMPACTED � EARTH FILL \ Ftc=' Ft—� � ,� — — — `' �,;:., 6"M�. ,�;� :- STRAW BALES AND SILT FENCE STRAW BALES ONLY Scale: NTS Figure 7 Date: 10/28/2016 Environmental Protection Plan Revised: 3/28/2017 ENBRIDGETypical Straw Bale Installation ,�,���,,:�„�m,r.,�,,�F;f�,�,,�„�R�� F\'<�I�PP 4i�u�es NOTE:SLOPE SURFACE SHALL BE �\ �M���� SMOOTH AND FREE OF ROCKS, �y�y� ��y� LUMPS OF DIRT,GRASS AND STICKS. FILL SLOPE SECTION 'WYI/ �h1' �1' MAT SHALL B�PLACED FLAT ON SURFACE EROSION CONTROL BLANKETS SHOULD \1• /� TO ENSURE PROPER SOIL CON"CACT. BE INSTALLED VERTICALLY DOR'NSLOPE. � / / �p / / � O � / Q O � O / b � o a� / � � o � bp � c �4� � ` O 3,o�� �2� � � eo�.�,re�unwni. / p __L—_ +I Q' O � � � MIN OVERLAP 6" � DIRT SHALL BE p TAA1PED PRIOR TO Id LAYING TOP L.4P O\'ER TOE MAINTAIN SLOPE ANGLE �� BERM � -- TRENCH INTO BERM AND PROGRESS DOWNSLOPE STREAM CHANNEL EROSION CONTROL BLANKETS SHOULD BE INSTALLED HORIZONTALLY WITH S'IREAM FLow. � MIN OVERLAP 6" : 0 DIG IN UPSTREAM 0 � Q O EDGE ���� Q 0 � :::� � O �� 0 � :;:; � ��� 0 O �-���_ '<��'�::�:�:�:��:�j::�:�:�i::�:�::�:�: 0 � :;:;:;I�\iffl'D�1)O�\'S.T(1}}};i: • .:.:.:.�:. :::.i: O '�'�.�}:�}}}i\�-AIF:R�i-D(ih. {i{�: STREAM 0 F C �--� pyt, •••�<.::::: ���_..,.'::�:;:;:;:;::>:����:�::;>:�: ::::;:; __� �_.•;:;�..;: � Scale: NTS F1gUre g Date: 11/3/2016 Environmental Protection Plan Revised: 3/28/2017 EIVBR►DGE Typical Erosion Control Blanket Installation ,���a„,�m.��,,,.�k�1VPFgurmalA�le��v F:�:tl l:l`P Figun�s PI`dIl VICW STREAM CHANNEL m � � p SUPPORT '� (IF NEEDED TO SUPPORT ` � D� EXISTING GRADE,SEE ,:'�_ F S � .: SIDE BOARDS/ NOTE#3) � FOAM TRIANGLES � _.._.._..—.. ..—..—..— ._ ..., �::�..... ,5:_..: ,.,,.... ...,.. . ....,,�-- ..:_. _,... WOOD RAMP --\ (SEE NOTE 2) �� HAGL ROAD FLow �3 4 ) 1 3 I � 1 n�t�t�. SEDIMENT CONTROL ((( \ DEVICE � \ J IS�MIN. � Profile View �� TRAVEL LANE SEDIMFVT BARRIER SIDE BOARDS/ � TIMBER MAT OR OTHER — FOAM TRIANGLES \ � TIMBERMAT REYED WOOD RAMP PORTABLE SPAN \ INTO BANK (SEE NOTE 2� � � SUPPORT � � (IF NEEDED TO SUPPORT EXISTING GRADE,SF.E NOTe#3) PLYWOOD — \ 3'-4' 15'M�N. �tf�ere will be no support � (`ULVERT SIDEBOARDS :t....r. �,�.�-�1nnt.r-3�� � (Foa suPPoar) � (See NoTe 8) GEOTEXTILE —� FABRIC GEOTEXTILL FABRIC N TES: 1. INSPECT BRIDGP OPENING PERIOD[CALLY AND FOLLOWING RAINFALLS 6. THE BRIDGE MUST SPAN FROM TOP OF OHWM. OF OVER%z". REMOVE ANY DEBRIS RESTRICTING FLOW AND DEPOSIT IT '7, ADDITIONAL SUPPORT MUST BE ADDED ON TOP OF BANK AND UNDER AT AN liPLAND SITE OUTSIDE OF FLOODPLAIN. SPAN IF INITIAL SUPPORT S'CARTS TO SETTLE. 2. IF PHYSICAL CIRCUMSTANCES PROHIBIT WOOD OR METAL RAMPS, $. S[DEBOARDS WILL BP INSTALLED ON TEMPORARY BRIDGES TO MINIMIZE EARTHEN RAMPS MAY BE USED AS APPROVED BY ENBRIDGE. THE POTENTIAL FOR SEDIMENT TRANSPORT. SIDEBOARDS MAY BE 3. INSPEC'I BRIDGE ELEVATION SO BRIDGE REMAINS SUPPORTED ABOVE CONSTRUCTED OUT OF PLYWOOD,OR EQUIVALENT,AND AFFIXED TO OHWM AND DOES NOT SINK INTO BANK. THE OUTER SIDES OF THE BRIDGE. GEO-TEXTILE FABRIC,OR 4. THE CULVERT SUPPORT MUST BE ANCHORED TO THE STREAM BOi70M EQl1NALENT,MUST ALSO BE ADEQUATELY SECURED TO THE UNDERSIDE AND MAY NOT BE SUPPORTED WITH FILL. OF THE BRIDGE TO PREVENT MATERIAL FROM FALLING THROUGH THE 5. EARTHEN RAMP CANNOT BE TALLER THAN 1'AND CANNOT EXTEND FOR BRIDGE DECK. THE GEO-TEXTILE FABRIC OR AN EQUNALENT SHOULD MORE THAN 1S'ON EI7HER SIDE OF THE CROSSING. BE SECURED TO THE BOTTOM OF THE BRIDGE AND WRAPPED AROUND THE SIDEBOARDS IN A CONTINUOUS FASHIOK. Figure 12 s�ale: rrTs Environmental Protection Plan Date: 11/16/2016 ENBRIDGE Typical Span Type Bridge Revised: 3/28/2017 La.c�uon:11 Ryemmcn�T�il.FPPF�p��e�x�l4Mers1.1' With or Without Instream Support ESULPP4iEumx TEMPORARY CONSTRUCTION �l ( RIGHT-OF-WAY BOUNDARY I I --- � -` ------ NOTES: �\ � 1. ONLY WOODY VEGETATION MAY BE FLUSH CUT \ SEDIMENT CONTROL DEVICES DURING INITIAL CLEARING. BUFFER IN PLACE UNTIL PIPELINE CROSSING. 20� 2O� Z. SO�ATWS SETBACK FROM ORDINARY HIGH BUFFER BUFFER WATER MARK(OHWM)EXCEP7'IN UPLAND MINIMOM MINIMUM � AREAS OF CULTIVATED OR ROTATED CROPLAND JI � 1 SEGREGATHD STREAM \ OR OTHER DISTURBED LAND. / I BED SPOIL J UPSTREAM DAM / � �-� �-' �� �"'I S[CONDARY O CON7'AINMENT SEGREGATED STREAM � / / BED SPOIL I �_ \ \ -- PUMP �' � � B4CK-CP Pl"�1P PRUPOS�D��RENCH I �_.__.._..----_-_ PROPOSL'D PIPLLII�G � ( SPOIL � SPOIL � I i PLACE SEDIMENT BARRIERS TEMPORARY BRIDGE � ACROSS WORKING SIDE OF {IF NEEDED) I ROW AT 7HE END OF EACH � DAY (�ULVERT (FOR SUPPORT) � TEMPORARY 20'� � � �������� DOWNS7REAM BI;FFER CONSTRUCTION BUFFER IMMUM DAM / RIGH'I-OF-WAY MINIMUM / BOUNDARY � } ENERGY � 0-25� 0_25� DISSIPATOR _.._ � � J J � _.._.._ �� so� � So' SPOIL � SETBACK �� SETBACK SPOI� � ' FROM ORDINARY HIGH WATER / FROM ORDINARY HIGH WATER �� �� _ , �� MARK � � MARK ADDITIONAL TEMPORARY I I I ADDITIONAL�TEMPORARY I WORKSPACE WORKSPACE NECKDOWN TEMPORARY CONSTRUC"IION ROW BY 0-25'BEGINNING 25'BACK FROM ORDINARY HIGH WATER MARK Figure 15 s�ale: rrTs Environmental Protection Plan Date: 11/14/2000 ENBR/DGE Typical Waterbody Crossing Method Revised: 3/28/2017 Dam and Pump Method ,.�.���,,,,�.„mm,,..k.,,��F,��re.w,*,n,,,�,• �.,;�,,t,��rt, � � � � � � � x � � � � Y � i , � � � � � � � � � � � � � � � � � � , � � � � � 0 � � � � � � '� � � � � � � � � PUMP INLET � � � � F�.on r � � � � � � � � � WTAKL— � ��, Sinmrom Cnce/ I SCRI FN �(see Non:#4) PERSPECTIVE VIEW SILT FBNCE � --------- ---------- EOTEXTILE � I I � I I FILTER FABRIC I I Z � � � � �______ 1 _______ � � � � � OPTION I OPTION 2 �EWATERING STRUCTURE SIZING GUIDANCE NOTES: TYPICAL PUMP CONTINUOUS MINIMUM 1. ARRANGE THE STRAW BALES TO THE X AND Y DIMENSIONS PUMP SIZE �TES DISCHARGE STRUCTURE REQUIRED TO ACCOMMODATE ANTICIPA7'ED PUMPING RATES. GALLONS PER RATE CAPACITY SEP DPWATERING STRUCTURE SIZING GUIDANCE. MINUTE(GPM)� GPM X*Y*Z=CUBIC FEET 2. LINE EN'IIRE STRUCTURE WITH GEOTEXTILE FILTER FABRIC. 1.5-�cH 90-120 100 1600 2-INCH 90-300 150 2400 3. SILT FENCE ENDS MUST BE WRAPPED TO JOIN TWO SECTIONS. 3-INCH 3O0-800 2OO 3200 4. INSTALL SILT FENCE 2-WCHES ABOVE TOP OF STRAW BALE, 4-INCH 400-1300 2SO 4000 AND ANCHOR A MINIMUM OF S INCHES STRAIGHT DOWN. 6-INCH 4OO-IHOO 3OO 4HOO $. SILT FENCE POST STAKING MUST BE 4-FEET OR LESS. sns�:noNMAnvencruaeKs'ci>xewv. 350 5600 wroxnva��oN;cHecK r�mfr MnNun�. 6. DEWATERING INTAKE HOSE Mi1ST BE SUPPORTED AT LEAST 1- i�ue muwt�Nt�uet.tnnoN. 4OO 6400 FOOT FROM BOTTOM OF TRENCH BEING DEWATERED. �. FILTER BAG WITHIN THE BASIC STRUCTURE IS OPTIONAL BASED Oh SITE-SPECIFIC P.4RAMETERS AND/OR CONSTRAIN7S. Scale: NTS Figure 2 Date: 11/23/2016 ENBRIDGE Environmental Protection Plan Revised: 3/28/2017 Straw Bale Dewatering Structure ,�,���,,�„�m,r.�,Ep�t;��F.,,,.��,,, rsc nsr t����.. DEWATERING DISCHARGE W WELL VEGETATED UPLANDS , Y, �° � '�, .,��� WELL VEGE1�Ai'ED � �'�'.. � ' � UPLANDAREA ��� NOTES: �' ����� l. PUMP INTAKE HOSE MUST BE SECURED � - �, � '� � A'T LEAST ONE FOOT ABOVE THE =�` � TRENCH BOTIOM. 2. DEWATER INTO FILTERING , �.�,,,.. MECHANISM. �� � � i .� � �� DISCHARGE HOSE .� �� /' � �s / / SECONDARY CONTAINMENT INTAKE HOSE / / � GEOTEXTILE FILTER BAG GEOTEXTILE FILTER BAG MADE OF NON- WOVEN FABRIC 12� METAL HOSE -----' � FITTING INSIDE 16� �.... . . � BAG OPENING / • �i /: � / / N re• / I. FLAG FILTER BAG LOCATION SO THAT BAG CAN BF RFMOVFD. 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