Loading...
HomeMy WebLinkAbout010-841-35-2403-LUP-2024-075 __....._ ...�._�............_.� FEE T01 � SewyerCounty � 5� � � ����y ioning&Conservatlon Depart. � � - . � < ,_� . ....�.,. ., -....._�:.. ..,.,,.,..�...,... 10610 Maln 5t Su�te 49 U���La�orlac<ero�a� "'-"""' �, �)q ���"" Nayward,WI 54843 { LF µ.a,� �� 5 ^ � . (735�634-82B8 . MAR � f ZO�� "�"�"'. ....�.. .��������� � -- SAWYER COUNT'Y '' � �"i � __. _ _..._. ... � 7dnai t ���S.NoDe mitswillL vsueduntllallfeccarepad ���� ^ Checks arc made pay�Ele to:5awye�CountyZon ng Department. ����N��-��((�� �J �.w rvr i ,.%��rn , -.;�u;.. ,._rr;, , •�.�on a�.�_it;� . � . . - �. - „,. -.��.,--:�T;sn c� �,u,�,t�;; HILOUTIN�NK [NO PENCII� � � . ..,.,,, .,.:.� n�,:,::�i..n., . .,�. _r:�.,., _>. , . ,.;._...,.. - ,...._._ .� .... _...__'__.._. -_...__.. . ._._�....—_ �_ . ( 1� Owner�s�Name: , Contractor(sl Name ---- ----�- - '^ I \/I 2� ,�2oP �ocdr��s ��c � ,�/1�-�°i« �/1o.s -- -__ _ _ Malling Addre:s � -- _ _ __— ^AatqnEadAress• . . �Q�" �?���Q� C ,?6 �i���` �'i9/1•�'1 /�0�9� . 2 � GGC ST S'�`C��l G�l S�IGG p-o/a i 8o�-GS�-9o��- -- -____ __ __ /� }�� y� rr �^ p (/- � Phone: C�C-(�/ // _._/�//'(/ J�v O/ - -__.__ _ _..._-� Phone� '��S' [16.� 3327 - - , Email: ! Email: ��0�/C�E�/���Gd G-�L(.i�l�/�_`�� -..- -- . .. ..-- Q /f� �o- _ _ _./.-� - ---- __- .-. - " ._._._ ..__ ..._.._._ _ - _._._ _.... _ -SiteiCdrtaf: _..!..�0 ��/� _C, �Y il ��B . .i_Or�abaPP�leOtor. I...__--�--- ..._. . -___ . .. --- ._ _.... . ---. . .� ^� , ___t4l�.�.PIM,N 1_ ��O� ��'� .?� �"y�� ___! _Tewa oL• i �lh�nJ C�rC�- ----- _____ - J-- j Permit O�qwryMethod o Cal1 Owner �ial!Owner n Cal{Contracto. n Mail Cantractor —__ __.__ .___--- _. _. .,_ __._ __ _ _ - ----- _ __ _ _ I �.-Is Property/Land wlthin 300 feet of River,Stream�md. Olstance Structure is from Shorelioe: i: ur or tt I i�erm�n �) -� �' � Y Are Wetl�nds Crcek or landwiiW ekle of Flood faln7 I�• feet �n f�nodptain ,inur Present? ��Shorel�ad __ ._ .� ,,,, _ __.___ _ ___ . zo„�s _ -- ___- __ _.. _ _ _ j ��.Is Property/land within 10U0 feet o!Lake,Dond or Flowage Distance Structure is from Shordine: Ves Yes � 1 .��. , �_.,.,tlo,�,« No � " '^��� ' -► feet No � (--- --_'--.� __. "- ------ '�Non-Shoreland � t__. __—. l __ --- _ - .,_ _ - --- ------ -------- --__._ _ _ ---------------- - - Deu�lbe ---- - - --PrOJect � Total N of - - - ----._. � Veiue at nme oi p�o' t e Fou�datlon 1� YP I What Type&Capaclty is the ---- lt td eparotelY.Y_ of Stotles (�5 ah1 rt,- ( -oms Sewer Sanita 5 'i�clude donnteA / ry YStem(i) rme 3,materlai � Crawispace, omD e { _ B 8� um er e ro Mouse, ara e shed,deak, l__-- �o��T�a�i � 5�000vo Sro��F du�i ;�� � j G►?t}U�G � NO SEw��I��rtED � -- __----- -_------- — �- __---- ---------�---- - ------- y�:,��,� SSFYV L�� qr�tSsorY BM� ' i _ _____ �.__.'_.___ . ..._.. �____ _ "_'__... . _.._.._ .. .._—__-____.. . S I ' _-_ _ I i AdNUpn/Altentlon ! — _ _ __ _''' .. __' '- ._...._' _ _._ _______ ___, ___._ '_'_... � .._ .__.._ _ ..,...._. ..__._...__.. ._.._._.�._ _....__�.__ �_._.' __'... ..___ "— _._._. _ . .... _'�_'._. _ _. _'__' '—'—_. _____"-.__'___.'__'_ .-_ "._ _"„'_._ - Nelght Totai 5quare 4owest Propossd Fl�a ✓ � Proposed Structure Dirrt�nslons FooU`! Grade ta (muitlplyper Hlyhcft �tory) Pe�k ,..__.___ _ j_ ___________.._.�_.. '__'_ � --- --_- _ -- �_--- _ _ _ -- . . .�_._. � Residencc � X � _ _- -- --__ _ -�-- Ft. - -- --_ _ _ -- --- with 2^°story or loft � ( X 1 Ft. - - -- . _.--- -_ __ ___ _ wlth 8asement ( x � Ft. --- _.___ .._— - Ft.--- Attach�d Gara e � x � Cl Residentfal Use B Accessory Strueture ie.o�ai�� -_____- --_ _( X ._ 1 __ ❑ Agriculturol '°•'•c6•d •"•r °•^�°'•'"°°�•�•':� Rt, _---` `— -- Use Temporary Gueft Quarters or Bunkhouse;arcie�voz� ( x � __ ___ .. ,.__. _ ___ , Ft� �___--------_.__ � Commerclal/ Deck/PorchlPatlo � x � � Industr!al Use - - -------- Ft. _ _--- ----- (2"a)Deck/Porch/P�tlo ( x � u Municipai U�e � - -- - _ _� _... .- - - -- ___ Pt, Othor t��au��) ' x ! • ? � Ft. ---�_ ____ '')/, . Other •. ° - --_ _-- ___ _- � 3" -x3' %I��( �l �q� Q � V��f1G�Dd)StYUt�U�f(pirlcWtaraf,Gomeior�lal Munld�l,Etc 1 2 / -..._. _ __ _.--.--- � � __�_�-._ . -�.._...:.--.. .._. _.___--'-_.. -_. Additiott/Alter�tfon�v.niaio� l X ) _ _- - �., .____ - - - 1_ ^_��__ Ft. �_.__ __ . .._ Total habitabie square feet: Total Non habitable sauqre teet: '` �� � ;ce;ks,pa�•rs,garages_ '.zds,sro-age area&othcr struuures} t � �.......... . . _.__ _...__. . _. i_ . ._. _. .._ .__. ..__._..__ . _._ _.. _._._.___......... _._. -- -�-�._.. . _- �mr�efc�`�l 5�ot��a, 6�;1a�^.� , Aiucn� rwn Ur ihzt<n ypur PropCl[y Oh b.5'a I1'�O�$.Y�i. t�:� paGCt: `Mu�t' IaClude Ipcddon and te(back Of prupuxed:lqd.�Ki�tiog stryriwey. roJAs. ' driveway,sanitary tomponents,well,iske,rlver,rtream, and weWnds, . _ _ _ , � - Unstdpti4n .. SYtback . _y ;. 0 I ��, . � _._ -- _ . __ ^ "'�1A Mt3 � ��' ;�'p. �,:. ,;i . �e Qj� _ . _.� _.. _ • Se+back from tt�e Centerllne d PlatteJ Road aixlJor 9�j feet Sttback Ir,�i„ rr,::t,,ke�w,y,.,r,i;.q�..4 �,,,���_ .....- -- .. . . . . ....�.. . .. __ . . .. __.... - . . . . . _ _._._..., ._. _ _. Fkdl 4.•ib3<k iront the Estabt8shcd Hi ht ut W�e _ _. _ __ . _ ... _. -' _ __. � y_ � Feet S .A3cl livm In Rlvn.5lfeam C�vek Feet _ ... _ _ _. _..i._..` .-. .., r Setback from�fis 81u1f + N�,y, ' "- . _ . r �510 .. . _ .,__. F�et SelWt4 f�orn th¢Notth lUt lmu --�- -�� � —. . . - _ Feet Srt6acA frum the Soutd Lot lme — --- - I 8((� p��_ .`.. �,�h . 6u,:� Wrdam� J_ ___. �_ feet � Setback fmm the YYcst t�ot Line .. .. . /y Feet Slu e w'�chln area of conrc.uctbn llstwbancr . . " _ . __.. . ._ --�"_ '_ P I %Sbpc � Setback fiom the East Lot ilne �� t,Z�� c '--`-- - _ .i et flevahon o} tla�n7pb�ln FeM � tirtba�i a,Sept�c Tank ur Ho_ldm iank -. �� Fee[ ` SPtback to Well . __ - - - __. �.______ b_-- GOP Feet xtbach tu Uram Freld � Feec - _�... _ . �_._.._ _ _..._.r _._ . Sntb.r�k ti�Prrvy�Yurtable t`.on�p31 ......�.� '.�. .__ �1_� fcet � -- � � I .;�1�' u r pt.�, r t - . . _.. . ._..._ _ _ . . . �. �wnttua..rmaf4�IwcNiewHAk�i.uxi,��.ri Yu��rYyrmfrom � iMs+ � .. .��.__ . ,.. �fm6tbf.Nw�. ,: .� ..:a ,..�..,,r • .• ..C: 'i•I �P:.tPf'�1tCN.IJI,':\::I`:ty.�.. i� .. . . . .. o1vlp 1 ) .i.a r .. E�I�PI�1, li1C�1f,Df.0 C!(N FYlfl,t�lpf}{�(��O tAItl4TYYfE��}y�fY l�lrl l d y a.�)�Rtl ,y11Q.x11 f�e �11;t1J 1 {��rl ll�t:l 1 .4,{*q:i��lp f tl���?,�[t I ��y'��ty�[H � �.nl"' ! :� . . �dU51:,, ;:e�•t n E s�e�:��t b r.-� t11Nn Vtls�iac•ifu�IfiY'��� . .,.���,�.r r,� n,� �� i r . . . r . ,_ ,I � ., � . . . �. . � - . . ;�.. .. - _- � •.�l,�: . . � _ ' , . .. . . � . . ,... , .,.: . ,. ., . .. . ..,: .. �� , h ... .. ....��---�...�_ _... - .._ �.__.......�a . _ . � ....., .� _ " '_'.. .._.��ww�,,.�.�.� _.__ � _ _ � I j .. . __...._.._. ._....'_'_' __ ._._._.. I i. .... .__ .. _ . . .. .__ . _. . .. ____._... ,_.»_..1 Cakutate impervlpus wr/aces.(Rooled, concrete, paved,and other wr(aces that waW cannot penetrate. The Zonlns Office an�e�p ypy���jf� i sutface ls consldrrod fmperviousJ Ca{cu�ate lot area: / � IndicaYe fot si:e from CS«n VU cirde one1:__.J_L,�G __,u:�es; Muftipiv by 6?,SGO-i.ot area /0/s W __Squa�e f ootnge CakulatQ impervious surtace area: Oetermine tbe total sire,in square feet, of your projects lisie� above (ineiude eavesJ:_ //_/ �4�_/ � ;y h Determ{ne the totai siie,in square feet,o(atl existing root¢d structurez(include eavez;: (Ivj ���•d� sq h. Determine thc toCal site,in aquare fret,of alt existing pavedjbricked/6iocked surfaces:_ _7S�D� �V ;y it. Add these measurements ta detereur.e Lotai imoerviuus wrfa�.es�. ._ �"/ l�G� y0 Sq ft. Ca![ulate impervious lot pcvicenta¢e TotallmpervioussarfaceO���i•��'[�,i �rca7��P/��hhiW=xrperviousswface �!'O!/ a� IAMY�e:.W r is re0����d�!:eu�nceeb>]iY), _.._ ...�...__ . . . _�_�.__.._.__. ._._..__.. . . . . . .�_�_.____. . ..._ . .. __ __. . _' _'__.__.... . .. _. .. ru�t�e i.S�pifitt pidlM PKtAiblllH#M b!�•obt�Nlld#Aliturbnd ar�a is waHdn Me S1larefind dk[ritt i6 hidka[ed 9n p�Y+deus past ind meYt!etftlrq b�bw••• r.'"" -- � _ ___ _ . - . _-. ��._,_ rraAt�+g ut�a slop��'Citer tl�an 24:K ... .�:�.Hia�,of n�W r th�n�I�UI�O S4. F1.Ufl S� ZUYi�q�Cf Gra,�w of«�ore than 7,ppp ft.a+ es 0.�as ifwn 1?>� - -- .'- — � l-- _-":':]t__._ __c_�_59 .__ �?_____ . ._ _ • 4rutll�q,is in�ate�s ut Itl.tul�]q fL _,_.. .. a.. . . ._ ... ... . .,..... _..-. ._. ...__.. .._..._..._--.._.____... ._.__. fJ6�11?, .i.i:.ti¢ o.�Y..�•.'kR�JiU: t��M t ..��v;Gk�a.i •..:7C:, �r:.'itilYr�le ��.. � _�.;�'i �'� i(we}decEaie thac thls dpyNcatan(fnctuding a�y accanpartying in(ormatbn)luc peen exam�ned by me(us)a��d toYthe be:t uf my�wr)knawieage a�tl be4et a�s true,co��ect anA canplete �(we�acknowledQe that e Swel a+n(are)respons�Ate tor che cer��l u,d xcuracy of,�fnfonnauor,�(we).��{arel Gr��dw�g and tfiat u w�N�e�vped upoo 6y Saveye� CouMy in determinir�wheMo.m tswe a permR t(vre)furtAer accepl k.tWMy whicn may be a res�k o(Swvyer CouMy relying on tlik i�formaeion 1(�re�an�tare)pruvlding in o� ' wRh tMy��ppntion,�{we1 conunt lo cwxKy oKociah chuged with aMnkdstering ww,ty a�Mances m fuve access t�s tl�e aLove descrined property at anY reasuna6le time for che � pur vf tnspactlon AddltionaNy,Ihe unAersigned petsorys)heretry��e perm�ssion for M,cess to the p�openy far onsile Inspectia�by Mw�iclpai Offinals. �{ Ownet �^�. ___ _ _ -- _�_ _ ..�,�,,,.�..�a r ���ic�-v-z� p_ �t. 3 � 1.8...�� ' t�n� � .�. , . . � � , ,.�., >�r,T��r . ._�, . �,�,.,_ �.. : . , , . _. �.� ,.,,. . 6bttM�.vn3le�xt�_� Ci�^!t-.n�Cn' lC7.vv,�m �ry x.f.r'�!= ..i ,�.�a �.� � . �, < <r . . . ,. � ._. . , . � _IL..11 i0 Yn.. �.IJ'� .. . .. , . . . . . .� , . ,t�nti. . . .. .' . You�c rlsppM1�lbk(pi CW�pl�r�y�i��p��y��ry�eMs of the Siwytr Co�nd�ig Zunind O�Glnantes and law ind�e�ul�tb��i Of thr SLttC of WVSCUnsu� You are�Isa re�{wns�Me fw cemply�ry{wkh Sute snd FeMrai lawa cuncemine tomtruction�wear��o�wetlar�ds.iakes,a�a sU�am�.Faclu�e w comply may resuh fn removs!or modiRcstqn oi cantnnKwn that riotacas tfie ia�v or othcr�nahtn or costs� Fmr more infurrswtroi�,vislt the d¢partrt�enc u(natwrt rtsp�rces wetlaiWs identiFlcation weD pa�w con�aca e dapxtrneM af natur�l rrsuurtes sarviCa:eMer{606)26l�31?5 . _' _. .___ ,. __._ .. .� . _ _____._• ._ --__�_. �._�...w_ _- _ _ ___... �...Y.__ ._.._..� ._.__�_. Issusnce IMotmation (County Use Onlyr ��'rp"ms"' •m��' - _ _.,_.... ��_.._ _ _.__.....�. _.,_� .___....w.,�.�_ Permit t�eded�Wtsl. _.__,_ Reasati for o�al: '._ --- ,. ._____ —__- __ r.._ __._._ _ __ _.__ __._ _._ . _ _ _ - ermd A: hs��'^t'. O�tw_.. . . . . .. . �. � - p"l S ���� _ � 3��7�a� `�s varcet a Sub-Standard la � !��va {oeed ot accora� ___ �. � Is Parcel in Common Ownersh7p i i i Yas (fuud/Cum�uoui tuqz)) � "�'� �}� RnyWred - � ves �, �No ts Shucture Non-Cordwming f . t Yn , � i M' i�aC a Attached t.�Yes ,,.No � _._._._L__ _ . _---._ _. --- .. � � �._.�._.�..� . . .. ...---� . _.__ . � ._ _......--- , .�._. __ .____ .1----��-�- - ��-'--�--� - Gnnted by Varl�nee(B.O.A,� ed by Centlkional Use . � �:;ra r_•Fb case l�: : es J No tue w. - �._._.___., ..___ ._. _ .. . _ --- .... _--. .-__........�. __.. . --_.. .._ ..�._,. ____ W as Parcel tcgalN treyted ;�Yq r�No _,� . ,_ , Were Property L�nes Reprazented by Owrter � �Yas ,� . No ... . . ._ ... . WaS Ptopoied 8uitdty�Site Delieeated i t Ya L`Ne -- -_—.� Was Property SuroeYed � �Yas —_-._ ._..._ . _ __ No ...�.�___ __._.__. .._.__ ._ ._______-_S . ...__—__ . . . _._. _ . .__. _.... . . _ ____ ._.. �.__"_ .. " . OHkt Canments� � -.--... ._. ~ N ,� ----� .— � 2one Gist�t: . __ Fee �- �- - . . . � - . . _. i - �'v�.�n c�� row,� t Gj . (� �_1..._. __.i _�_ ' __ ___ _ hc �'. � > n ..:� .L�NU�n . r �.. � . ., AfftdBviL ..� i .�. . . . _._.__. ._. __ 1 ,y :_ , r - -- --_ ---- _ _ ___ __ --- ___ .___- ---- ffa62��1 _ .,_..-------- � . . . , 3/21/24, 10:43 AM Novus-Wisconsin Access rev. 13.1108 Real Estdte Sawyer County Property Listing Property Status:Curtent Today's Date:3/21/2024 Created On:2/6R007 7:55:20 AM �Description Updated: 8/29/2023 '*� Ownership Upda[ed: 8/29/2023 7ax ID: 11750 RL PROP HOLDINGS LLC DULUTH MN PIN; 57-010-241-OB-35-2 04-000-000030 Legacy P[N: 010841352403 Billi�g Address: Mailing Address: Map ID: .8,3 RL PROV HOLDINGS LLC RL PROP HOLDINGS LLC Municipality: (O10)TOWN OF HAYWARD 226 PAINE FARM RD 226 PAINE FARM RD STR: 535 T41N ROSW DULUTH MN 55804 DULUTH MN 55804 Description: PRT SENW&NENW Re�orded Acres: 17.860 � Site Address ' indicates Private Road Lottery Claims: 0 12855W COUNiY HWV B HAYWARD 54843 First Dollar. Ves Zoning: (Cd)Commercial One ESN: 444 J Property Assessment Updated: 4/16/2020 2024 Assessment Detail � Tax Dis[ricts Upda[ed: 2/6/2007 �ode Acres Land Imp. G2-COMMERCIAL ll.860 106,700 934,500 i State of Wisronsin 57 Sawyer County 2_year Comparison 2023 2024 Change O10 Town of Hayward Land: 106,700 106,700 0.0% 572478 Hayward Community School District Improved: 434,500 434,500 0.0% O01100 Technical College TotaL• 591,200 541,200 0.0% • Recarded Documents Updated: 4/2/2019 l� 0 WARRANTY DEED E�Property History Date Remrded: 3/31/2023 443901 N�A � � O QUI7 CIAIM DEED Date Remrded: 6/22/2�06 339682 SEE LEGAL � AFFIDAVIT OFCORRECTION Date Remrded: 1/9/2006 336213 O TERMINATION OF DECEDENTSINTEREST Date Remrded: 11/4/2005 334758 0 QUIT CLAIM DEED Date Remrded: 7/7/2003 312919 O WARRANTY DEED Date Remrded: 7/2/1996 255144 https:Utas.sawyercountygov.orgllAccess/master.asp ��� �� \` DF � \ \ SMEEf N0. � \ \\ A1 GENERAL NOTE � /` A2 FLOOR PLAN I L �.a. � ` e. AS SECTIONS AND a.w4t� � izP'-o' / \ _i� GS �� v1.i �ES �YN \ bNZ �'� LK MG'=..,-.`i.�-�'� `> �G\ \ ,�0,,� B�'1 LU� Y'�` i � ER I — \ E \ \ �� �O �O� ly \�-' APo \ \ �\�� ��� pM" O�[ J A C \ V' BY � .. ,p�eO \ `(� ` �(�( �� � � 9�J BG � �� ` �� ``I A��2 \ � � UY� :�' � 5 fHE \ \ � � I 1 � , o � b� \HARD SURFACE � ,. ' !�� c I — o °oyry I o 'ry PO `� �B J � \I �o. AN I E%ISTING ... . oA�'P� \\ BUILqNG � �\ f \ wI � \ \ j I E%ISTINC iBULqNG \ � rc \ . a I EXISiINq � � p I I I ,,,BUILdM� � , � � I \ ,�� �,�� „c �� R�,�� �r � . �_g� �.� � �, „ ,p, � W; �r � �. � � � �{�� �� '71 �� �, " .��; � � r '�,ffi, � ~�� ` ��� .q.�y11 �}} � �� . . � y8�'� • 'u� ��. ., .�t � � � �L � ��� 1'�� � � �.L. � ' �� � ��} . ..�� �. � - ' � {,� IU ° '�- . . � £ .,. _ . . . . . ,�...: ,.. . e, -._ y �... ...�a�.� • ' • ����.�a;.i..'.. � .... , r .,�: �. . � dE� �#��� �`� ��� �� • - � y `yfi � ��. ��'T'i � a :i�i. � * m�x". ;�ei R�ms "'"' � z�: . .. � � . � � 'y :: � , i- � . � µ . , �"FT' . - �L 2 q -� ' , s .. ,�. �� k d � Y� . , n � • � _" . � � � � � �'�� a � + � ��� � x i� . . � . ry � � � � a � �� b *. ' W �.S b�w. �' �f• �� . � - � � . �� �. '� . . ��i� � � '�' _ + ��. �.% .��` � ,��r'�y#� �. p:. . . 'y!.�.4i�TT h��� �� „ ' G � . �f . �t �{ . f. � ����� i' �(� . � � � �� t� (':• � 'r'P Y } t�..' � . �'`■ r� _'X. .�"� � f ��� iis . '�'� .. � � �i � ¢,,�!� �yy(� � � � �t , � �� , "''�' - �', q � y � — a •,�• _ tr�� - � , ��. � �lh�.: y � 4 J ^ �' �� ����. j E. .� .6� . . � �k�� � .�,' � " '� . ' ;� "�' _ +� " a _ , �r � a � � � ;t � �; _ -n ��,. � . �,�. � � `� , ''�' �;� �,„; � � ;.. . , �� � '� � , .; , , � ' � �,; n, ;� r� � � :, �•� `�d � ;� � .� '� � � �� M' . .. A � .�� + .`rsF � � v �'�a� .~ .�i�'�� „ . , . ' ji� � � �'. �.�i�� �� t'. r � ,.� � �r '; �.. ' � �,, , � ` '� .� � ' I'+ 1 �]��. 1 �� � �� � �,� �h y h� � � , •�. � � -' ' g a �, � .� r ,, � �_� '�' " w . m � i� S� Y • 1 . �S �l �l'+� n �kp � ;�� �c � � ' ' �r $ � ��� F ����#, ���F �.� ,}2 � �� �. . . t ���� .� "�, � . 4 . Y . . ' ,� .. _ ',II � � y , �� 1� ,� �:4 � K � .�. 4h — ^ } . . Y _��_ � _ l r� § C � v p � . � A , �, L� � � d-" � � �� c '� � �, � ��— .�'� ° .,* ,� ,�4 ,�', ,F i�n1� :4, . ��- � � y �.. �. �..._� �'. I l ^ � ��,. ; ' -'. . _ T4:. • � _� - �. �.� r • , ,� � �.r � 1 . ip � `w `�:F r �:�� ,� r� �*` � i� � ��.. : � . .. .a . _. f � . F ,. � �' � �=�— ��f.�p`� " �' �3 . � , 4. , ��� �.. . �� � �� �� �. ��� � �. � •V� . �� ,� ..� � ^ _r:F ! ��i � aw �4 � w „ a � et . e, �� .. .� � . �� � � ' �a � � z. : �;'.�� _ ' r � ' � � � . . � .' ;���. � � i4 � t ''�� ' �i. n'L�. . • 6 1 �• ��� �a ��� � 1� �+ • �ie, F . M .-� .,� t� � _ '.i �. _ f . �siy�,} �i � �� � .J� � �� , ���jy*� ' . .'� • • �.' � ��.. �0 ,:• ;; � �, �� �'�� �'��'�� �`� �' `a � �e ,� �: ,�r� "�, � ��� ��� �� � � �t i� � � ^� , '.� ,�a ,� �.�. s , ,�. � c - . .''�� � t�C ?��a�, ;� a w,� ��� �+..1 - .. • - . � � . .a�. . ' ' � =t.-� '. •. ' � r vn , � �, ��. �.�L r � � '" � {��� � � � � ��� ��� F ��" � � � �:- �a� < �''� y ' ` a. . ��A. � y .i���. ., .��`�.'it f ` �i 'w � e r :d�i. �,� . . � �� _ �i ��r '�� �. • ' .T � , �•i 1 ` *� � � '_� , �� .," .,; § � � • . _ � ,,f. � tl r �'' _ _ � . ,; g �'� . . .; . �� . ` � . . x s' � � + � r . . . .'. • .. � .7. x. . . . . ..�-�. � _ . �'1 w�.:^ ..._. .ai' . ..� �� .. . � �r� � � ...^ . TM �� y,: � '. + �w ��� . i -- � .. a .. . : "� • J` � . � � , �` � _ i �. � r e; i '`. 1 I �'!l � _ v � V a� � � � � � . �„ � �' � � � ��4 __�= BRICKL BR09. Brickl Bros. I nvoice P.O.Box 125 West Salem WI 54669 Invoice No.: 240008001 Tel: (608)786-0690 Fax: (608)786-2722 Date: Feb 12,2024 Terms: Net 10 To: Round Lake Marina, Inc. Proj Mgr: NO ASSIGNED MANAGER 12480 W County Rd B Hayward WI 54843 Draw 1 Page: 1 of 1 Tel: (715)4623327 Particulars I Total To Date Previously Billed ( Current Billing RE:Round Lake Marina-Pontoon Storage � � � Contract:240008 i Original Contract Amount 599,635.00 Approved PCIs � i Current Contract Amount 599,635.00 � Down Payment I ITotal:Down Payment I 59,963.50I 0.00� 59,963 5d _ _- ----__—— SUB-TOTAL I 59,963.50� O.00I 59,963.50� I INVOICE�TOTAL I I I 59,963.50I i ! i i Project Number 240008 BRICKL-00 Total of This Invoice 59,963.50 r � w � � ; I � \\`oµ n i ia��� _ I � � ��•. '. � i� _ i.- c .J`, ' S w lo - G 6 �r�.; F• •;�y o o� g s `-L G tU/1: � •� O �a �! ;I� ?I' � � � 3� M�. �,o2j � J� i ,it I a a °% �s ��, ! � � �������"m ���` LL � , s � i� � � �' s 0 � d � m Z z n � W Z „����� O �+ � Q �oa��O ° ������ ~�s �N�,�F ° ���o�� 4 � a>x �w��a�o �. +' � . :... :.0 A 3 '• . ...y'..+ s��Zio , . 5 :....... y2vi�� -�:..�. ......3 . • 'J e" ' ,�n � ��' /> ��J�;� U , � � 1/ � , . '/_ o < Q -- � _ ._. f .... ... �-R�� ��"'` � �_ � ; S. 4 r'1,T� �J� D L� O = � •� I �`t t ��r C o���io W ` : '� ,: c 0 � _t� o _._.._ . . �. --�k , _ ' �� � � (7 _ ` �-��a ._ . Z � W Q � � : : ; � � ��' � Z � ,...... �.,� . � ....� . . . ... t . 1 //� r ` VJ Q � � O � . . � _ • Z � o O � H Z . r .. ........... . . cUn Q � � m n o - N f� ,a 'iw . —- ', � F � - _ � U i N � 2 Y � ` � � ' ?� W � � " u., :... �,.. . � _ s w � ..._.. -•`� . ..� � , � : . Z � �' ' v a = � & m � ' � �/ L� t� o = W � a Z � i j � � ,�-- ;f a'_ . � • O � _ w ' _ � m • . � Z � _ • w � _ — �b... ..' � F— z o Q � °� a ��, � : < � �; _ FQ— � a � r Z � . ^... _ � � /,��`� � ,, _ _. � -�. � 1 s a � � �J 'a. p ,�, .\� � e fn Q a ~' 9. ,`� �,... �... � � � W � 7 ts. ' ' , ' � � ." �, � _ H �"'� " � .,+; + � ' �� � i Jd tl r�'/ � . ,�� ,� � . Q � �/�. - ��. �� \.^� r r,� ';'X � �; � / Z ,/\'7 �� �' '�`'�e� � c� ' -'x� . . � �� i" .' ,�,� � ' �3� �� � �� � �' . � _ .... .. c _ �..I..; , p ��.._ ��� . � .. _ �- C_��=-,� � _ �' �' ' III � III ` �i `i a�sb � I I I i I I I tt � o= _ � �- < �� _ � - - - o a E � � ° ° � �� � f°� � � � _ u � � r _ 3 � 3 = � z�— � � s � I I � I \� } �'.'� _ I I � � � ;,-; � � u � :� � � � , o � `, � � n w � � _ _ � � _ _, � � : . _ ___��_� � � u u i � G F o N > x � n, � ry , u � � �z C � � � 3 � � � O F - i - _ � � � a uj Z � � = - _ O � N n � K O c �,�.._��S Q 3I� � � = w � �. s _ s= � � PRo�E�T�o: NWBE 2213 ���Nn: SAWYER WITH: NIA N p -i o�n �z <�' - - - 5 � � � s nn ;±5. ci z _ o � "' �.� n '< - � ; z � x O n z n � � � - � . o �� o o = n- o ➢o zo - �„ .. N ,� � ,w y ' n om n� c Z y ➢ zT z z c Do o �� _ .. � s Z � � '� � m � - ➢ $ny� 3n � �? O n« z � �,- �-� - � y z - n _. o � 3 � � i ng _. v' �� � �znz D ��> � m ��:' 3 ., m S n ^o m ➢�.,c 3z �zZ zo�r � zz zm " S- { -Zi Z - � "' S �c��7 `� z �i - �m � _ j �_ T � - (��j � _ �s o� �� 'D^z`•- c . L Z o �,� C<i _ _ Z p X � v ' F p"a^ 3�'� mo - �� � _ _ � D D `�' � z O�"'c� D < A A '^ y Z Z o - -" r�n0 D� r�nD�_ m n J Y C O ,,,D m PO z- - -.. � A o ti ti �- z D J _ < < n'A�� G�'��, - ' O O � mi " _ on on�� c�i? z n Z Z � [A _ - D _ o➢�.-n � (1 � ti N " _ ..��- � ➢nOOy _ ___ " _ _ � O � O � m Cr' `�'.� ���-n., D O c� n�' � �< �>� z c 5 zmw cz < � . " ; z c ; _ �z�' o�A zc� " n o r �.,n ,� � o � � - m - o�,� �o� ^� ➢ D i w �o _ z n � o�� . o � _ �� �o� _ � - _ - " C D i� - � r,p 3 3 F� L n _ - . ➢ x�; m Ca ' 1 � Z nZ zGl L D D = 3 � n D O ZOm NDD(� 'J 2 2 -� m _ A Z _ iv z = - D D D m _ o� m _ � . - <A_ Z) N _ D � � D _ _ N X Z D o 5 C �A m� Z - _ -v➢ �y Gczc .r-, R' _�r, v i^ �� zcpm� - m� O�> Y c _ �r x �� n i.� ..-, , ?� r D x n n � m C Z � D � < n " O C Z � C �D� o s�� z ��' � �c�n��s c� sm �z< � � �z� �� � >oc�z n �� c ^'re) 5�'? O o v5 O � AF � � . �$ - Z n� � z ��o� n e�2"w�o- , D �n � _ � � o �,� � �� � �� - - Z = _ tn _ _ O F n ➢ ~ o >% D - z ,, � � � - � ? n o _ � A � 0 0 <z��2 �ozm � � .�3.< =c �y�`��� c� D�zD ^ nA�nSz � � � �ntin o m$ A �o s_ p _ c: � z J J o�P p � n �; =��� n � �,r Ao � w P� � � `� n 2 �i 4� F � ..�.�J ��' �. £��� o �� - O � z W = r � � O z5"z� A A �� -'''��o = 3 � - '~�zzc- � �' �� ��w��F z'� 3 wv c i� � m s N t. ,. '6 � 's ` 6� �v�g�����e aYE�S� i � �g §s•iss se -sl k?8 r{ g f Yo�� j�-��c ��� �������sg.��gE���aaE���a;s��g�,a?��� '�6:�,Qa�P'�c � �€ f����t�c9 `�SS�,5 `�aSB S'a e �'�E09��) 9 � �� �`f $a�a x §g6�.9_€k ap-���8� �a y q �''� piq �� �p a��R��r ��a`� = 6�SA��p°�4`,� �6 6 i �� ''-� �� �ee��_-...,d�c ... .. ...'..... . x.�i�@f�y�$s � 1 m _ i.�;,�.ee.e.S e•}g,Et�a::.:j i �'P§a�y F �� � �� ..� � j 5• `4 ��1Ft�G i �5 Y n > E � ��k��'�� g �} � � � 0 0 . Z �4�as ��s�?[� �F$ . a 5 �d9 � d € ° a�j`g`p°Z x. ` � � � � �� ��•���� ����� ��:�e��4�t�€eyF@ %��` i�� 9 y�5 i�� & �� {�� � �R� ��}@@@�@ �e HfMB&�6 �nst a 5. t ii9�•�. ��C � a € � b���a P ����i? � ���p7�:i dp":i �:: :� :� -�� & � 7a -- `-�����=i ��a{��;_ ... ... ... ...�F �. aiaiia� � ��R�� ...�.. .. O : _ _— . ' g�o�4 � f�';A B5�g'&A"&��+a � EEL!!_ a �r��_ aee".��eqr. � N 9 x4 a&! s �y eg 8 A�a I�a @�a ++� . F 5� d� R1 � � �-y - . �i�E� � ����� a F a � y � ���€€f j ``;� gp Z � N \/ " f d '9� 5 € �� � � a`ea$a� F � D n --...7� 5 �g?R�s�i �dg�€E F^ae nae a a� $F €'��Si ��s a C°9§�?ge �S a 83 r v � � -...:i�.. ,.. . .�'- �`�ES�p��1��l��,�a����y�i�i &-c�'R�9�����6��`9���y"a� F d4-��p���}6�i�A:�� Z � � � g t p-A �' 1 s F�$a t F� 8 te€g' !'� 3 � Q 31 �c�`���g ����':� �i"��� : �;���"3° �j� �S�y�si gIx��9� 4�� ��[4 �a�E�F�:�p�( ...� vi O � T�SR IS' s �v�e.4�ai � g� i 4��"� �6,�j ��£;3i&RE� i'� �� � � � f`['!4 RI p d .� s�6 6,t � `¢';5 'R��s d ;'a"f" s � ft Aa•i_ a �a� �_�a �F'I`gj �9�. y � a 69=- :�� � ��E �� �� p� S� �f a[��� ���� p��'ps �:� ��� 4� � ; ���$�56'RS �x�� W oo .� :� � s. � 9�'' t' a s;. :s ' R' 3 �a � a ��a� �� a�d � ' g'A s F � a�� �� �' �� �4 & s��g as��� g Q ��� y�4 �G$ �. � ia.�����df� ?�}a@ e., �a <���� 5 i'�� aa��qb� � s � g a �� � �-��`F a�9 s'i � Ae � q�g .a ;� :; �"s=�� � ' `3� � 4 6;€ p� �s � g� � g.� 3: ����g �� 'i �'��... $ � ��� faE p � �� � � 9�a ���R�' ���4 Y � ° ���. s � E- 5� . � ' � 4 9� � . f� a � �a: �F 6± � j�, �E e ee��s e �� g�������4:��1���i E���� �9 9 ��"5i 6��d�„�9a1!�;�!� ,`������fi g�. 9<� ��,���Sf` �g a��9F ����� ��:6��g as'�57���4��� ,. I fr.-�� °� �s.$ -� �6��� �dH �� a i� !� S i���s � �4 �Eq s� t�°` f�s ���o���e�s i.A� �. !���y���.�at;s�a&`�$`. s' P'-,o ��c��� ��I 4y� F a€$(�g:'� E za iE �� �'N R��R��" ¢8!Gg� 6� . �F � �eo ��a� °��� q �� g g�e! 2ga 64 � �6 l�Rn ��idd� �d f€ 4 � ��� �e 5 &� �� E�`y��g 3��� R¢ �� ����a�°R ��abpp�� a. �e w � �r� :� � �6 �� �'�g a�¢ g��`p �� dd � � a�a €c'e586� �� , n 6: '� �. � 84 �.' ¢5og F� `� �k r e� i� a �, e � � 9fr �? �e dg � 9% �4�y s 36 ;i �� � �' �"' z��i6;� l� _J : � . �� ;� ` � �a l[� h� ` � ,. E '� �� �a �! s e�� � s� a �3 a "� �ct "� �sR�. k p � aS 'p Y __ —�^;'r. i m � � � � � O p 4 Z Z -- �. _____"_'______".-�-_—_7 � �------ — � /, / , — i /,\ /' /' — � €� �_ % /' / - : j ��j�,� � 8� _ �� i,� e j i � ���. !a � x� I E� �9 �� � �s �I /,�< � _ Z � _� / /, �. s I ,; . E , /, � f n�2 i _ /-//' I / �'� i /�/" �z. ag ���� � � / / �i} j / s;S a � I �' � � � ; o / 6 - ✓ ��' � � !7 D d'� �� � !� : � � =O= _ �,�� � : � 3� 6� ;•: _. —� b o BRICKL BROS. � Oetp�en I Conslrvs4on M�n�pen I BuiOm PL T DA7E: ---- �b: ' �= ° , a � a� � � -•' � a _3 a ' 3 � . r-`�- e�, �_a 5 Jt � �+ V t. � g e q'q � _ � ___�q§g�5 -�S '•� �, , -. i� g . �qFRa� Y�• S ' IW°� a " c 5f E� a �i'— --'—' --- �d � . � � `�:". �� 'I K �9a � ' ;�+ r gq �a :�� � � 6 i a �8 �� �g's gb e r 4 M i 4 F•r �+ '% I __ v � . b � { �q . � •-I�� q °�, �} e i � � � , y r. _.. p �; . f,4 — W !i ' , j ry �; '` 1 r '\\ � — 94 1 �q Is $. '��. i v. y , �d �''� �,4 I 6a ,� � �. � �: r, - �° Y�: r � �4 *` � � ti y ' av �S r C R D li, � �; � b �D I �? b :� � _ — �_� �e. [r 3 �;.� " � n n � . e{�� 1 w . �i I " O I R, 0�' . g g, ' I�. ° �? ! �- o�g a � � • pa o . i �9 y� ., i_. !, v @-. � 4 z $ �. i - --- ---------- ----- � . : _•ip p r �,j, • 45i Z � � L a I Y �����') °• __ � s q �� e m �I� � _ ____' ____ __'__� . � ya 9! � D �'� �= V/ II — $ � � ��� � g § ��z, g a w '� „�� ' � �q� � ��° �� a. _ - , e a� � a e �s � a a �� � - � � - �� 9= .� ;� �s �; - � � y�' ' � _ �� s e _��§ . s , , � . . � d . �b . . � . � . . ; = s� . . p .c a. .i, � _ � � � q • a i-� .. �"� � I�. I k �i ' I I{ ___� a • ` ___ � � �a___ ___ i e I• � • " a — ---- --- ----- w r ; � q y i [r � : i $" - - ----- ----- I� .� Y J• a �� � _ '. � a ��` �: �:; j ..s �d , - ii 6� '�; w` � �. 3 � �i -.� . a . 6= �2 Ta, ' s: '� y� ' � __4` � i 3� d y �4 �bc 3ff _J�r •" 1�F¢ . . ,� -86 � � + § ��� �� y�:o��s �` .E �Y = g� ky. r �' g � i 0,'S9 ,�4'w ;. ; IY 5. j 5 — 4 � � __ __'_ ___ 4 � �� � la. � ' ' � � . �: t _ _. ... __ � . w x�sid�: �� ����� R' =�$� i p ii �!'��'f � ��§ ;� a�e�a ��' ai�lS. � .;`a T- ��� � 4�-- ;3�� �� / e a9g �. - - , , � ' J �----- --- .� - - - - - <-.� r ; * , � - l p c —s _ —_ _""__ _ _ '_— • _---_ _- ___ � .—" --.-_ _—_ C .c 9 x — — _ _Y . —�— —_ cn .e 1 f — �--� - ''' _ 1 � �� '..__1_�___Y � --Y � � �I O 9�. Y ' . �a ' --I'_'_ � � � y i = � � g i �_ 5 F - � � tt � � i � I . D ,� .., �_ ' 1--- — -- — ,,_P ..-, .. — --- — .°-- ,� } � D � _O= °_ N BRICKL BFIOS. oKi�en I c�.�ronimw.oyen I e.�een PL T DATE: , � � � � ,' � .�_I�,��,� �,..�-- ,, rt� l ' , ;���; 'Z �' � I ,�' �, a�4 8 9 e :s a �t '°�k �`2 3 n �a � I �n ' ; �� w& � ,� 1 �. i m { i ! '" __ __ I �` __ _- ,.Nm., - ''_`i i-•�._ _.- .+ ;� 8 i __ -_ O1 I o - - � Z I I ! @� 1 � � ''� �1 �? I � 8f�2 6�° ` �{ �� ' " � I '�c w F�� ges � `� ._�-1,i � €8 _�- - - :o � L '� ;D tG ��i�� ��.�a��,.�,1,_.�„_'11�,1 F�s o 4, ic N R� \ 5 C I �� v `;;_ = �' �; �s E� \ °s�a ° , 4 —� 5� y4g I � �� we �� �, \� �• y�BaE% �Ev�` � � 1g [�3 ;a4k sb� n —1 �. �� �� -- "'- -Y. >� -- i� dg �i � - 1 a�6 i; G -- - � a € d5 ,,. :s 5� � � _;� i ; 6 �' �� �'� <9 � i c �i ///��� � [ry �t '�� �� 4 5 � �8 5� ` E � \ t '° ' "` '• E� ik --_ ----- - i --- __ I i i ' i , �E; � e :; R y iP __- 5 8 �-i \1 Ib 4 �� �� � �+ �pg \� e f � h 1 �`a' „�_,• ... N" �=i�...�,...,,.�,,�_-.�-�1�1�� �i � I - ► � ,._„�. '��' � I' �y z m i x r'a i _ � -m I �Z _______ ____________ ________________JI� O n.� i�� � � j h "t A �r_______ ____________-�_______________ r :s-'' ;,. �� rd � „�_y� I I I �m � ?� — � � i o ,,_,. - ---' y ------- -__==:�_s.����..,���..________-�-`-- �---------- 5 i 'Z r� i � --- ------- ---- --r . o =�� � _ . � �__ $ � . �._,I �6 i _ �' I p ...-_j_. _. __. , .. ......�� _��9 - - ' - g .�„ .�o o�,� P � �� --_.___..'��;Qy�tl7 I I v ' ' i xen � ��� �t-1 e =�i�{ � . � + 9p `� §zf t°� �.. i a- ' k� � � h-� •E ' i7 �i'� I��� I �� I n' ^� i iip no A � I I :o , „_ _q - — -- � ' Sc k� O /� __— � � n� i F S I " 0 P � � �� �' i� 2 F � � � , _ � r � � � �°�� �..� � � �� � 5 �- � � i � 9 � i n�c 9 ��, 1 ! ' 6 � I I�'I i n�-'' � � I I B ..��� .-a�o I I� � � ' � =O- D= W� °� BRICKL BFIOS. � .��V�...I conslm�uon xm.prr�I o�+a.rs ..�...a...,,.�iie��»�i�...._...� PL T DA7E: N � v m � ; o m �, � _ ti _ ,�_ � � s< z . . �n . . ,.�.. � C ``"�'„� ti � i:� �'��"` -3' ..�'�' � ��"1�� �"�'� .� ���� ���iZ . � i 4t ..� � y� , � i= z � z ; � � � �' � �����5 � s_ _ ��. � �. •� , , �, , , '� � a� �, . , ,. , ,�, , r;,- � >�� w � ��� ��.t� � � �� "�� � '�;, , � s �<� � � � ����� `�`� �"' � z b d `... M � : � . . � r� . . r— , * . .. �e" � �n _ . s -. : r .� > ,.� � � � � y,t o � _ � ��� _.. � ���,, r�� �� c r-.4; azsr� +�. 3 3, �.y .. t ms ;p. �. '� ,�7: «,� zN � ^ ' 'S,`' 'N' ,Y"';s�R��'-'� °4z' R� ���*' . ` p / ,f , � , � f � ,o t " n ., ,. ���.� , , ,o ' r^%e; �� < • ? � � ,�j� { .. � 'ze£ � 5�'re� '��r� . � z ��d� ' � f? r � � r � a � � ;^'.� � (-.� '�,� J � p ,y.z ' f , c . . '�4 ' �'ky —Ai' 'ti�� � � �, F�'� yr� .'w. F � z � � ��'.i M1 � ���i '��.r ��. ?�� � �• x'�� �=�� r .` � ,� , " . -� � �, _ ,. � . . . . - . , ., .,� - ;� w �� � .� � � �4 �� �� �= . ��;.�y<' . .k,�';�. � .�" .. , . . < , . , a , a � � :w . . � �� ,' , - . :- /i , a "�.� s � „ � � ��%� � � � �' � . > • � � - 4, - � . � . � z P.L � P.L. . P.L. i � - , f m'—= � -- � � A - -- , � � � �� . � ,�' — -- � —��� 0 _ � - ,.. ,. - � � : a �,� _ � , . M y v \\ _ � ,.4 .� � .. . �, � ., �. �t,��- �� � . `�1 � s „ - �� ;+ � „ , . ; . �.. . .- y . ,��. .. / . � �„ x .�.,-a � � � � - t. ,,. ,*�� �; � � �!r \ .. � �,� � � �r ,� .� = ... r . � e� � z . ! �� o j� � � '/ . . ;� , � � z �ar �,{� -/ n N r, . — ,. � c �-- 1 � � :� ��. . . - �,i ,. �V �% { „�, �� �j, �; � ,�w�'4��,�� ,✓ �;��z', � ✓'"'�'��, � ���,,' .g� 1� z � ' �a �.�x''� .;'� �� `� = . . . � ' �/ , �s°z" /.'5:.: . '� ' � � � ,z , � T ,' .. , - i ,�, :y.. `. � �, 3 N ��. ;. 'V ,�� � 3 _ � � � _,�, _ � ..z � . � �, � 't ' - a z � � �.�,'y . z , / �'o m �� '�' f � o < d� r'*� 3°�.� � s ��''�' � � � ,"� � o � \ A . / o o ��� �, �J p w . ' /d`� � � : ex �� / �; ���D���G � � � �a � _ : 3 '� � ., .. ., ".' �`~,�.'��, ' „ � '`,� y� �,�' �� . ,� `�� ,,. ' � - ' ' �� t�.. ir , .��; ti � �r �, � � ��.� � � � � � ,, x' � ;n ;i �` � ,x �7 � �' o v / �� � .ry :r� .,y.fi� , � a ��`'f , %��� �� . ; `4.���` a� +w'• . � ,� 't"_. �,a° � c. . . . . r���. y � � _ O C� y . ..� .. . . y'. -,kn � 4�' 4 �i � . � '? 4, � . !' � �„, a.M1 y��, i'�f . ' s � . • � . �� < rr��^ � . . . ' Y�� � �j� � "d...�� ' — � C . ' r,' �''�.uT y�' Y�� >��� a`*`'` . � m . r,d'�"�. n� � a`J�� .. � ,�`" o v � m� � �.� �� '.`�, � �tt, D , .. , . .� . ,e°a � . � $ ���' _ a . � �j *���� . i � �.P � �' � . � . � � �"R' � ,�° � x �v ��� s' � i ,H�' :� . . —I � � "} . . y'J���" - D �!; 4 �'{�"1�. O M J " . D 'T ��* � .d . ��� � . �� . D ' , ;y� �+f, , R�;�.y � � a�' � r:. ..� . _, �x .yt' '`���. . � . x �,v„ . '� � 4 � ��� �� �, , . , ,,. �,, . ,>� � �. . , y,. . �.� �. � z �� ' � '.� r��<. ��� � .. � :�q« . � �n ;'�;. s k t.�� . . z , . �`,� ,� �; _ *.;>.�. ,?"`-r � . P.l. _ ., � c ." ':k � • . ,�� . � 1 — � f' . . � r/ . � , .�<� . ., -' , i„ .. 4 ., � � �":X'yxy�,� `� '- �'- e ;t , _ . � .. � ' . . � �.�n ��� � � �`� ����4"b`"4 .� � � . � � � , �. .,. � �. � � s,s� � � _ � �,, � _ ' �, � � ge. �t �c :""' t� .0 � .�'� ,� a�< .�" ,�';<s� �� � � aa � �< ^^;��a '�' . ` y �" µ:'u��` ` ��`,��� ��^?�„'�, c,-..n „v�* ; !:�� . , , F > ,. „ .., y � ,... . ,h,. , ' .. . m N N 2 2 TOPSOIL,SEED, FERTILIZER&MULCH/EMAT 70.0'MIN.FlLTER STRIP ___-_ _.__- .__ - ____.. __....__. .. ... __-.____._.. C/L VEGETATED SWALE 1 1 � 3'MIN 3' - �---�" �PROPOSED 6RAVEL i � I � I I i i � ; �� ._.__ .._.__ _.._.___ _._..+__-"... ____ __ .___'� .._._._ _ _._ _"_._. _. _.__"' .__ ��'� \s..- ; ��'�.- �_ . . _a:1 I 3'� � "'-_. ORIGINAL 6ROUND �4'S/1LVA6ED TOPSOIL FINISHED TYPICAL BERM SECTION-NORTH DITCH(VEGETATED SWALE) STA 31+00.00-33�00.00 STA 37+00.00-38t71.50 TOPSOIL,SEED, FERTILIZER 8 MUICH/EMAT 10.0 MIN.FILTER STRIP � _._ ..Cf�-�'1 _ ...._.._ _ . ._. .._______ - 3 ALE VEGETATED SW � II ��� -PROPOSED GRAVEL I I _, ' i � � � � I' i � � ---------- � � - ' --- _- -- _ -- --- --- - 3-, i �> � _ :�fio, '� `� -�� _ _ : , ��_:,,, �, ORIGINAL GROUND � 4"SALVAGED TOPSOIL FINISHED TYPICAL CUT SECTION-NORTH DITCH(VEGETATED SWALE) STA 30�OO.Ou-:f t+uu.Vu STA 33+00.00-37*00.00 PROJKT NO: NWBE 2213 HWY: 12855W CTH B COUNTY: SAWYER COUNTY TYPICALSECTIONS-VEGETATED SWALE-AMENDMENT SHEET E FItENAME- W_\NWBF._PNOlECiS\I]CSIGN\2?l3_0.0UNOlANEMAPINA-SiORAGEFACILItt-SWP\C30-22\SHEETSPIAN�pMENOMFM\020302T5-1213.DWG PIOif)ATE�. ]]/3/}OJ31'.2CVM VIOi9V_ SHANEVODER PIDTNAML�. PLOiSULE'. 11N�.SFT WISDOT/CAODSS�iCEl4} IAVOUi NA.MI-01-5l� 2 1380 � ___ ___ ____. _,_ 1380 ��� Fr�itile View ot A-A � : Exaage�ation:5. i3�s - ._ _...__ _ __ _ _: �� - : � ._.. .... _,-.. ._ ' ' '_ _____" -:__��_ .. ..�;. �. . - .. 1375 - 137A3 � � ORIGINAL GRQUN� . . : .. . .. ; �...�,����-� � �_ _ _ 1370 � � � �. ,_._�-..�: �:.. � � ^ �. _ .. : __ �.._. .. _,..._�_ _. . � .�._ �... � �_.__, . .,��� --, � - � __ _ :.. _. ' '" '" '_�_._ _....._� _____...._ _ _ .: .._____.'"' ' 1370 �- �__.. . .�. __ _ 7 = �:��_ _. �..;ti � 1370 k- ; . -- � --. ��- :1367 5 � RROPOSFO DROFICC - � '�� � :�: �-� - 1365 :_ . _ _�_ _-:„ � 1i67 5 ..�-. .......... ..._.., ._ . . _ . . - 1365 ' �.� . ... - ORIG�N��GROtiNp PROPOSED�ROHLf ��� 1360 ' ' _-..} .. _ ..._. ... ::_' . � - ; ��:..-� 1360 1 � 1 2 3 q STORMWATER INFILTRATION BASIN-SECTION A-A 1380 �;80 Frotile Vi�>w nf R-R EXagger ation:5 1375 .:-. . �. . � ... . . . _.__ _ ..._.,_.. _ __: _._ .:_., .. _ ..� _.._._ _'_.�....._ . .. _�.� 1375 :13718 : OR�G�NALGROUND 1370 �� � -���,,, ��A� , . .�. �.�_�;-. __� _:_.�.._ � .^ 1i68.5 �-' ._�.:.__���. 1370 '�. . �. . .�VARIES -� - _ :.- . .. _�__ . :.-_ '�- '��-� � PROPOSFD PROHLE - - 1365 � -- : � 1363 5 � 1367 5 � � . � . .;..u.�----_-..._.... ,:..._........_..k..�_._.„ . � -- . ,.:_ 1365 ._ _ .._._._ .._ �__....;v .���....� f:_: _ . �� �� ��GRIGINAL6ROUMD���� PROPOSEOPROHLE � � � �' 1360 1360 1 0 1 2 3 STORMWATER INFILTRATION BASIN-SECTION B-B 1380 �qgp ' Profil�V�ew nt S�iikfuvay ;. Exapgerat�on:s 1375 _ __ _�. �pR161NAL GRQt1M� -_ 1375 1369 4 ..1369.4 -l��'.� . .. 1370 .�... .. .�_ -/� - 1370 �3685 � 1368 5 PR�'65ED PROFlLE � 1365 �RiGINALGROUNU ���AAOPOSEDPROFILE � 1365 0 1 STORMWATER INFILTRATION BASIN-SPILLWAY PROJECT N0: NWBE 2213 HWY: 12855W CTH B COUNTY: SAWYER COUNTY CONSTRUCTION DETAILS-BASIN-AMENDMENT SHEET E FILkNAMC� W�.\NWBE_PROIECiS\DESIGN\2213_POUNDI/�KEMARINA-$TOPAGCfALII.IIYSWF\f3D-22\SIfEE'SPfAN�AMfNCMENT�021W�_CD-BASIN.DWG PLOTDATE- ]/5/20241'.59GM PLOTBY'. lH�NFVODCft VLOIN�MC: PL�TSLFLE: ]IN_SOFi IAYOVT NHME�cd U]-Basin � W iSDOT/UD�S SHl i l C2 N � � s n O 3 � m � � SF Z `o'z � �,F ax 3c w R� �;W � �8 � m �x - N m $mz • ,�R� . � N , � � W $o ms� :: i� � �, gm ,; "> lP a W N� mm � m �� .. R!'� A � �OOn AnA Z m� ����, a� � ^ �O �'� iN � Or � OpmA (p]An2� �n O �r m �!� 9 D � m ZKCr�CJN No � m Or� . o � �K�� m Z� �� C 3 0 iv�i. � � � � � z � D Z{/1 ZQ �� ti - D i=�o 000o A g� ��'� O m��ioio�n � o on � .'T1 r�� �m u� • ;� o � �oi v Ss Oc) �'^ y� � -{ o��p ZpZo o �� n �m ck `= n ; =�PinNv�� > D� � ' . n �,yozx � m� �X �v� F = 2 A>m� � �� � � . Wm . . . � m �vrm D Dm �N . ...... � �.�-+..� ... C> � , ,- x m ,, ti z� .� , � T. mz�q m� , a ......� �m m� ....... � �� � �z �m °•t ..... �� ;•p•�� ....... � Cn "A^a� �r zZ o ... � .g' ........ � �, m �mD m mpo x� � , o ....,. � � � � x� m� � �... z � � A�o � �c �� � �. = m >r�� ;o � ... 3 [o ? vi n i ..... T N\2 X XN �- � s � O =''i m o o ....... � � a ........ � � n � no •'�'. ,...... m�n - D D A O '4 m9m, ... � . . Z b N ? m r0 f r r c=i� "� mm ....... A D 9>� m � m Z y� .•.•.... ' Z � � 0 �\ ......• •0 � t/� N Z p� ••• � _ � �A ♦ C N 2 � • z � ? g � � 0 � D o � < - Q ��;��~ �D �i � �38q- �� - - - --_ - n o o wN �� '3` o�, AD � ,f -�F� T. � S -� x � 2 n Vl O �,\\�� �' � -s3�a '____ '°3 ' _ oo �-m{ .�\�/ c, - q3 _____ _ _ _ �� D %� �a .� ; o ° o� �� \��/ 3 3°'�e°N 3 °° � �\�/\ � �3� - a_ � '\//\\� O - ___ _______ "3 ' n A � 16' `��\ o�� � � _ - a 3 � IAINIAIVM `� mo i -'m � o + CA g � _ � - �? m> > o - �m^ m z i:"o a- p _ 3 d ��o - m ___'___ -3 � - a y _ _ _ _ __ � . � a� _ - - 03 � _ �3 2v F 3 � 3 f c O N �O A D Z r 0 m;n O<N � � �D �m C mx O $ o m A m ;O t+l Z O �D x�D� � m �n O 'D(7 p � D n O= D yV m � �Ni � ZZ � ^ D� � =im z m ���' m gA� r0 i D�p Z � 4.m� i r (� p ^' o m S �D � � O \ � � i�m �� f . _-� �n �z � ��/ ZZ o�n o'�m' m � -'`� Z �� �' �_1 m��, �N � Z � `���m Pm m � I ,� I � �� �� � Z o T rnm mrn r rT~i n O �7 �+ � D o� S �r n A m �m � � v � D N n � Z O n i ^_ i F v m � N 2 2 A 1.5' MIN SILT FENCE OVERLAP --►� '►- -►� �- 2' MIN BAG LENGTH � SILT FENCE DIRECTION OF FLOW SILT FENCE I' ' A 1' MIN BAG WIDTH ROCK FILTER BAGS - - _ _ __ MIN 8' OPENING � IN SILT FENCE WATER�� 6" MIN BAG HEIGHT NOTE: 17 ROCK BAGS MINIMUM I PER 8' OPENING. TOP VIEW SECTION A-A ROCK BAGS USED FOR SILT FENCE RELIEF PROJECT N0: NWBE 2213 HWY: 12855W CTH B COUNTY: SAWYER COUNTY CONSTRUCTION DETAILS SHEET E FIIFN�MF'. W_\NWBE_PflO1FCT5\UkSI(�N\1213_ROUNpIAKEMAHINA�STORA6EGACIIIiV-SW%C3D�22�SHEETSPIANWMCNOMFNT\021004_CO-BFSIN�W� PIOT�AiF' 1/5/20241-59PM PLOT9V: SHANEVO�Cft 4L0?NAME'. PIOTSCALE'. 11N�.]U(1 WISOOi/CADDSSI�CCi03 IAVOl1T NAMF�cU-01 N � � � � > o m " n � s< z 0 $F ��a o CZ G � m N N F-� � W Z -i � S 2 D - Z � f = i < G { � N : � � �C G � � ��'�m00 _ S '2D=Ll nr. i w Ac�o��n ^' � ..o= � Ao ��� � � m m � v D noN 3 z� �n D Z G �O F D � n � � o n z � � � D D � � � � O 9 O � : � m � D w � � _ � � � � � � � n o � � � � � o � m � ` o z 0 _ � D _ ' v, z c � D � � < � _.� S I3 I� � jv = I � � c� I< = m � � �, ��t - `�- �_ �, _ � , i . �,�,�`=, s _ �°u ,---_ � � _ 2 � � � '�� � ���� °� ''+ Z� � ? ��`� " � , i A ./ � p0 � .�-c,r:,;� �� . � r� � . ' ��/ \ ~� . . . . . .. ' . . . -!/" �---'�"`°� � � � �' y����� � �'"k � � �..�Y v� N � h'" � o° ,�/ eae�a� �'�. � �-„� �`�--�-�� , '�, '�� . ' �,� .� . � '^�'� .c�/k=5ssozs.a�� oo . � . : o� � ^` . . r � �� �Y=A30084 238- � .. . '`�� . �~""� . . 4. .rr;-._ .. ' �� . � ., . _ . _. - . . � � � �' � ��P� ��.,,� \� ` �„-..� -.^� � ��;, � y.�� �:� �` � ` A�. � � �� � 4�j �._/��_ � •f(, � . ` PI�32+2649 . � // . �,..\ . .. qO� .. . .. � .. �..�. . � . . . . I , ' f � I � f -.\\\ . . . 9� . - . . #� i /� . , . . . , • , �� I fs� � !�` � t,.5 . �- � BORE3 J o :�.� .� � � � ` �... �. �. . . . . . . .. . � : %=654885.452 �I � � . ., � �S� . �.. . . . �� ^� .. . � � , � .. Y=430008.104 `� � . � /��j "♦ . . . . ' � SCALE,F� . (l R �. oo'� ve�E7niEoswate `;}� . . � � �p � - �,J � 4 (`� . �o . �I I � '"� ^ � ,p� (�O S%SLOPE ��. .. . r . : # I . ' + n '. � \ 'a� . .. . � . . . . . � p9 . `� ) � � \ Q'\ . � , l.V N'y � � �� VEGETATED SWALE @ O S%�SLOPE � � � � (�., � � � . . _ ... � � t � . �� ��S'B � Y�� NOiP. � � .. . � � � td �: � c � . \�� . O'L� . . , . '�• . . . � ��, I � � � ,� ', �...... \��{A��\ ���'' . . � �' I . NOTAPROPE�SURVEY � � Hlti IS - e �, . . � . . . �. i�� � lOMIN.FILTERARPjl1'P �� J �. ��. .o ���� . . , 1 . .['� � . . �u 'w� - � �. 'f�p � m' �� � � ^ �/ }��,� W�I -� � / \ �� � � _ y � � /r��`�(r'Q � A���',A, . � � � � SLOPE�INTERCEPT I m I �� o-�. Q�.dGi .\�\'D'�\ .� -'\. . . � . . . ..� . . . � � � . . � �h: � .J y�(' j�' ����.. A� �V BOQES . . . . , . . �. � i 1 : 1 �. i' -� � '�� � � ��Y=6sszoz.i9a � j� ��o � � � � d :�' �� 429869.528 � RALE�H S&JEANETTE E BRITTON r s` i�'i��J�����T !�f � � \ �� \ �. � . . . ,-�� i � � �S� � . . �� � S,,� � gse `�. .. .. �� . � ✓ " i��� � �5a �r � d � � � V�',o��� � � �� � � � � � � � �l 5° j 3�� � � � � � � �� � �'` EXTEND Si0 ITCH � � �Q-a� �{ � ¢�� �V � � � � �3 -CHEIX TO TOP SLOPES � �; r \ � � 4\�� - .� � �d ��' � d�.R'�, , �^Gr�� ` . J � ��� .�.:�y � �6\ '� r 5 BP:30t00.0��� � � � r j •�f: . �\�� '� . �°'- . . , � (� � t-R"`.- �r c� r N �'% .� � \ d^�� ''1 . . . � .j :,, aA �Jb � ,/,r� � i� . r � � � , � � � � � � �����s�s�°�» � �,,�'�,r a `� � �- � �� "; � ;���f °e �� ,a �a 999 �,c� �pti,�5, `�°q,r' '' � ' .� � � � � � � � � FOREBAVARFA65'X15 P �Q�. �1,V � `' -� "'�,� ��� . . . \ - � t I � � r yl � p�" �� �F � \�Oo � � \� \ \ w . } � �' i � � B � �� �'. . F / �` � � � � � � �. �\ � � � �'}�ti �� � � 'r ��� � �� ' ti e"_ � � � . {,` INFlLTRATION BASIN, TIE WTO EX6TING GRAVEL � � A � �� . .a . ROOR ELEV.13675` � � � � �� � --�,.� / � ._�� � �� � � . o � �� � _ /i � `� A � �� , `� _��� � � � � �� m� ����=�I a° ���o /�� `��� EROSION CONTROI&STORM WATER � � .� �.� '"�� � ✓ � ��a � � �/ ��.! �� i � �MANAGEMENT LEGEND � � `� - .���� � �� ���� ttl(jjpgb EROSIONMSTCtASS1,7Y�E8 � � �. . � � i BOREl � ;" � ` . r � ' �. A O � �� %=654892�T�8 ;�.� � �� �� ' , �q�,t� SILT f ENCE �.,r� . . .;� � V=6�3fid4.649 ,•�.. .. � � !y �� �' I�� �(� �� . .�` �-3�-- SURFACfi WATER PIOW .��'�. . . / �.� . � � R i ' 2�5,� i t goftE J// p�# md TEMPORARY DITCH CHECK � � . . ''�y'.-4���',�57• s � � { �1,,,''`� � �.'�� . A � � i ' __� SIOPE INTERGEp7 � . . ���f� #� � J ' � - �9 / i � � �.�� i� % � �p � /^� . �, � EX6TING PERMIT PROIECTAREA .F .� ( A - ROPOSED GRAVE�E%TENTS , 6 � ! � �' i �, \ , P_L : � � � �'� �� s' � � � . � � � "�' B i>. 10'WIDESPI WAV, i �\ / . �-. ' � � fLEV.13685' �� � / � THOMA$D KN �LES�� si�r FENCE aEUE� ��� � � ��, �`� .��� ' i _ ��, '� l ;' � `i��!' / �� ��� PROJECT N0: NWBE 2213 HWY: 12855W CTH B COUNTY: SAWYER COUNTY SITE LAYOUT-AMENDED EC&SW DETAIL SHEET E FILENAMF_ W�.\NWb(_PftOlECTS\DESIGN\2213_ROUNDUKCMF0.INA-SiORA6EFACIIIiV-SWV\C3fJ-2l\SNEETSPIAN�AMENDMFNi\050201_PN�1I13.DW6 PLOIIJAIL'. 1/l%J0244�.OSFM PLOTBY�. SHANtYGOCP PLOTNAMF- PL�TSCALE�. lIN'.60Fi L4YOUi NAME-Ol_pn W ISDOT/UUOS SfiEEi 4) FDM 10-5 Attachment 35.1 Channel Erosion Control Matrix CHANNEL EROSION CONTROL MATRIX (Concentrated Flow Application) m @ pfirH GRADE TYPE OF EROSIOIJ � ¢ <2/ 2%�4% 4%-6% 6%��iv' 9%-12%" CONTROL OEVICE � $ pr�.�n h ft. Mae.Len th ft. Max.Len h ft.1 Ms:.Len h tt. M�.Len hfft. 300 �0 1200 370 �0 12J0 300 800 1270 307 800 1200 300 800 1200 RE�AARKS Seeawtth propery anchored mulch O.B Anc�or mulch per<pecttica[iora. gn�ddch checla withiseed and mulch N1A � Install ene d'itch check for every 1 fi�Mof drop. Sodst�es req�ired. Temporary dkch cherks(hay bales or apprwedmanufacturedakemalnr� N/R Installoneddchche�fr,rc�rery2feetotdrop. Ma*imum200' le-�=d intheln/�pOT PA spacing. Not recommended for slopes less than�`X. Sod dkch linei 1.0 lJpstream end m�st be buried.Adddionaisod st�es required. Dou61e netted IigM dutyfW'sDOT �F Onlymath'F'e produck allaned. f`Ix-s I Type�erosion mat Sod reinfur ced i.N dh a do u61 e netted jute(?�lkDOTCI�sIITypeA)erosion 1.5 lJpstieamendm�atbe6urled.Rdattionalsodst�esrequired. Two bid Rems needed. mal Stone nr rock dAch chedts,or RocN- Use No.2 coarse aggregate,railroad ballat,or bre�er run. Filled Fltter Bags N�R �� �� �� Install one ditch check for every2feetof drop. Use in co nju nctlo n wtth a chan nel I ini n�. Medium duFy coonnu!erosion mat 20 ■■ .■ ■� � (W kDOT Class II iype B or C) H esn�d Mr synthetic(?R�k D 0 T C I�s III TypeA)ero_�ion ma[ort�rf Germina[lon may be a pro6lemwRh Class III TypeAmaG. einforcement mat(W GDOT Clas III �0 ■ ■■ ■ ��■ ■■ ■■ An ECRM k requiredto�Initial=rosion protection for Cixs III T+rye B) Type B ma�. Hemryduh�synthNlctuA AnECRM'arequiredforinitialerosinnprotection.Contact einforcement(�NkDOTCIas III Type 3.5 ■■ ■■ ■ ��■ ■■ ■��■ ■ ■ ■■ anNaMuier rfhigheishearsareneeded. C)mat Placetop of downstream dkch cherk I_welwdh bottom of Riprap tlitch chedts N1A ■■ ■■ ■��• ■■ ■��■ ■■ ■■ u�tream ditCh check. Use In cenjunetionwill�a channel ning. Heavyd�[ysyntheticturt AnECRM'�requiredforindialerosionpiatection.Centact einfnrcement(Cl�s III Type D)mat 5 �� �� ���� anNacturer rfhighers�ears are needed. LigMripr� 4 ■■ ■��■ ■■ ■��■ ■■ ■��■ ■■ Outfalling,overtopping andscour needtobe Medium riprap 5 ■■ ■��■ ■■ ■��■ ■■ ■��■ ■■ ■��■ ■��■ addressed. lJse 2'min'imum d'Rch depN. Haa,ryriprap 8 ■■ ■��■ ■■ ■��■ ■■ ■��■ ■■ ■��■ ■��■ ■■ Riprap measures applyto all dkchty�es. Use Mthese m requires engineeringjudgemerR and dgign. May 15,2019 Attachment 35.1 Page 1 FDM 10-5 Attachment 35.1 Channel Erosion Control Matrix CHANNEL EROSION CONTROL MATRIX (cont.) (Concentrated Flow Application) m � orrcH �RnnE TYPE C1F EROSION � ¢ Kc'wo 2%-4% 4%-6% PSb�£5S' 9%� 12%' CONTfiOL �EVIGE � � Mae. Len h fl. Mae.Len th ft. Mae. Len h fl. Mae. Len h ft. Ms:. Len h fl. 4 m '�.00 � '1200 '�U7 W7 1�0 �rp BW 12]0 300 B00 1200 300 BOJ '1200 REhAAFIa Address eaHalling, mrertopping and scow. Grouted rip rap N/A ■ ■ ■ ■ ■ � � ■ ■ ■ ■ � � ■ ■ � � ■ ■ ■ ■ � � ■ ■ ■ ■ � � � � Line��idh GrM�tile fabric Type"HR",(see Chap. 10, Const. Detail andspecialprwkion). Use2' minimum d'Rch de M, 1Vticolated Concrete Plock T eA 5 ■ ■ ■ ■ ■ � � ■ ■ ■ ■ ■ Artiz��lated CensrMe Pled! Type B 1] ■ ■ ■ ■ ■ � � ■ ■ � � � � � ■ ■ � � ■ ACBs applyto all ddch types. Use of these ArticulatedL'oncieteBlock TypeC 15 • ■ ■ ■ ■ � � ■ ■ ■ ■ � � ■ ■ ■ ■ � � ■ ■ � � ■ ■ ■ me�ur�requires engineeringjudgement Articulatzd Coro;rete Block T e D 37 ■ ■ ■ ■ ■ � � ■ ■ � � � � � ■ ■ � � ■ ■ ■ ■ � � ■ ■ ■ ■ � � ■ and design. artirr�laf�d Gcnoret>BInc4 h e E � ■ ■ ■ ■ ■ � � ■ ■ ■ ■ � � ■ ■ ■ ■ � � ■ ■ � � ■ ■ ■ ■ � � ■ 3andard Oitch Se�lion C1S1SE5 1) Ddch flory rat� isedto deirelnp bar chad are b�ed on aBOft. rigM M way from pavement Bosioncnntiolforditchs — Su6grade�culdrpoim. cerderlineanda2Nr. rainfalleverdlvrteniporarylinersora25Ycrairrfalle+rer�tfor nM confirm in g to the typi cal I re lop e 4:1 perm an erR(C las I II mffi or�i prap)lin ea. If the d rain age ar ea ed=n� ev5 id e the BO to M ffiiighl,thatcomplieswRh DdchslopeVar4to8:9 iigMMwavorunixualflnnsareayected. usetheshear=trgscolumnvalueste FDR�procedmPs 11-151 Figures � determinethesui7ablity M a liner. See FDM pwc=dur�in Chapter 10 and B&7,shaold be dPsipned 'I' Minimum � in Sedion 13�37-10. according tu FDAA Chapter 13. Backslope4:1 2) Erosien mals shall extend upslope 1A ft. min.vedicalyfromthe dkch bottom or E" higherthanthe dasignflaa depth. ihereshall be nojoir�k wiMin 12' Nthe Inn poirR. �y 3) Costshall be a corsideration inth=s=ledion ofthese devic�. Effectioe range nf deNce Por Sandy or Clayey Soil'. � 4) FlddsedimerrttraFs atthe bottom M channelslopes. D�+rioeapplicable. maynnt6ecostefhctnre', ■ � � � � � � ■ 5) RefertoFDMChapteil0foranychannekexce=dingthelimi[sshnnn. " G"eHe�rtivefor clapreysoil only B) Ayprmred materiak for erosion preduck are referenced humthe Wacorisin DepaRment nf Nut applicable. llse in coni��nction!Ndh other BMPs�. � TrarEoedation Erwion Control Pwduct AcceotabiliW Lk�fPALI.found at ma nwis�:�smao�vo�.aaeesmams�e�s z �swwms�s„s.usR.�nooiswimaiadi.eam ECRM- Ermsion coMrol revegeta[ion mat. All Clas I and II ma[s are ECRA�k. 7) On IonQ orsteep channek tha[roqi�ire a hipher clas ma[, �aethe apprepria[e Ianer cl�s TR�A-Turt reinfurcemeM mat. mat fm the first 370 ftto BCG ft Mthe chan nel. FDI��-W aDOT FacilAies De+relopmerR Manual 8) Effednre erosion coritml imrelves minimianpthe amourrt of timesoil u e�yased and Bb1P-Best Management Practice the selection of a com6inffiien ot pradices, and not reliance on j�st one practic.e. PAL See NNeB ' For dkch grades wer9°k special design consideratiors may6e requireA. �oiG that are n nl sa nRyr s ho�ild 6=tiea[ed a�c lay wi t. May 15, 2019 Attachment 35.1 Page 2 � � � � N O �n � � x � �a x s ti � , � w � n �n nv no �^ m c o r ti or n w a o� fO m o � m o q m ry [ o.,� � N' o � � n2 v o m � .� m � � m v � '� m � '� D� � Nm oa � A A� aa m� .� pmn _ T - = 3 3 ,� v3 ,� � 7 � � a �� 9 � .'.� .. � _ n�2 v,2 K q � '.3� 3 3� 3K '� n ma '^a � _ - _ - _ ➢ a � m � o o � _ � �m � n a o R p ^ a � � ' w � y � � 2 3 24, = 3 `2[ ' i° 3 'Z -�+ m p �j O �j cK P �' Ka c � � 0 .�. R' .d. 4i S A p � O O m m �� m � D n O n � � � O � � � � o a '< o m 'a 3 � y - - p 3 S «' � o m a �' u � y .� C p0 C p � {5 Z a n � D � t7 � ^ p _ �n v, aQ 'v �" O — — � " 3 O _ p p _ _ _ x � 7 y ti y � W r' � • • `� r fA • � � • • � • � • � • • • • • • ' � � G. � o ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ o Ill � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � �n z °.' ' m ■ ■ ■ ■ ■ ■ ■ ■ ■ v 2 ■ � ■ �� y 'J • • � • • • � • • - • � � k i • � ■ ■ ■ ■ ■ ■ ■ ■ � � ■ o. N ■ ■ ■ ■ ■ ■ ■ ■ ■ w � � � ■ ■ ■ ■ ■ ■ ■ ■ ■ o m p � ■ ■ ■ ■ ■ ■ ■ • � = ■ � r � o` m �^ y -a • • • . . � . . o � � � � I� o • � (n ■ ■ ■ ■ ■ ■ ■ ■ ■ �. � • N � � � ■ ■ ■ ■ ■ ■ ■ 0 2 � N m m ■ ■ ■ ■ ■ ■ • - ; -z 5 Rl �. - � �1 ; . . . . . . za ` � w O m ■ ■ ■ ■ • ■ 'c m (n .�-. ,� o = � ■ ■ ■ ■ ■ .". i� _• � W � � ■ ■ ■ ■ � N � i �n Z cn � - p N S • • � • • - �'n ,' m m (� (n � • • • � • � x �k � O �O .�. � ■ ■ ■ ■ a ^ 'c"� m U Z N w ■ ■ ■ ■ ■ � o � � m ;� m � � � N . . • • • �1 � � �2 � � _ � tn • � O • • • � ■ - d � 3 � � o ■ ' v r. o D � ■ T � ■ H CK h 111 N ry � ' � ' X � & z m ■ � c' j � � x X � Nr � � 'J 2 a m � � � � 2 ' � � G� ti ■ - 2 Hon p D � D � D nc � m � �+ � d N °i � K 'z � _ _ _ _ •� - & 3 0 °� ` _ _ o o � o � o' o 0 0 �. � v � ' u,y3 a'z � z � � _ o' P v n � 9 � � �a - 'o 'o � 3. =� R a R o a `� 3 3 3 n � � P �' s » o _ _ m q j _ o o � 3 3,G _ �v � j _ _ � � m ' m w � ' 3 P o3. � � - N n N � � '° y o � � m am s ? 3 c � � - � o `n - o s v �e ' 'v a � � 3 - - d 3 - o y _ _ �N � � � � m _ $ 3 � _ _ H ° m � N � N � FDM 10-5 Attachment 35.2 Slope Erosion Control Matrix SLOPE EROSION CONTROL MATRIX (cont.) B P n ches C o ns id e r 6 e nch es wh e n c uts exce ed 20', b e nch at ap p mxim atety 15've dica I inte nra 5 to cel le d a n d dr ai n w aM c Tre at 6 e nch es as cha n n els(d dch s). Adjust - elevatinre to provide drainage. C onsider tlumes at transdions. IMFrropting ambankments 11seA to irrtercapt mnr,ff from abutting lands. Flumes may 6e necessaryto directrunoff. Siltfence lJs ed attoe M slopes tn interoept and detain small amounts of sediment Tempnrary ddch checks or Er(ision bal=s UsedattoeTslo estointerce tanddetainsmallamounkofsediment Slope drairs�Hlumes �Aay 6e necessary nn slopes(see nhannel matrixfor design puidance). SadimeMtraps Used to trap sediment laden r�noff. Could be used atttie inlet or outlet end of slope drain. KEY: NOTES �) Costshall6e a considerationinthesel=ction ofthese devic�. Notapplica6le. Use in conjundion wdh other BMPs'. � 2) Designers should review FDM Chapter 10 prior to selection of erosion ma�. �� 3) Irstalliriterceptingddchestolimitslopelengthsto'15'vedicalintervak. (SeeFDMChapter1� Effectnre range of devicefor Sandy or Clayey Soil: � 4) Refer to FDM Chapter 10 for any slopes exceeding the limik shown. Device applicable, may nothe costeHective: ■ � � � � � � 5) Rpproved materiak for erosion produck are reterenced fromthe Wkconsin Departrnentof Trarsoodation Erosion Control Product Acceota6ilibrLkS(PALl.found atthe h�lAVlsconslnJo�ylPeoesltlo na-0us�ano-COnaullenlslcnsl4rsrces/toolsloalltlefeWLasvR ' Soik thatare notsandyshould be treated as claysoik. B) Unsteeper s lopes t�at reqwre a Mgner class mat use t�e appropna[e lower cl�s mat orse=d and mulch for the first30 ftto�tt Mtheslape. ECRM- Erosinn contml revegetation mat. All Class I and II ma� 7) lJnle:s prnject conditions require othennise,seed and mulch allslopes that are flatterthan a 5% are ECRMs. grade, rega�dless oflength. If practica6le, bench theslopes. TRM� Turt reinforcement mat, 8) Effec£ve erosion control irraolves minimaing the amount M time soil s exposed and F DM- WkDOT Facildies De+reloDmeM AAanual theselection of a combination of pradices, and nM reliance on j�t one practice. FAL- SeeNMe5 May 15, 2019 Attachment 352 Page 2 a�`°"gw ,rs ��� � � y t ; c x . . i t , i `: � TEMPORARY OITCH CHECKS- Bid Item 628.7504 Date last edited: 7/6J2015 PRODUCT MANUFACTURER American Excelsior Curlex 12 inch Sediment Log American Excelsior Curlex 20 inch Sediment Log American Excelsior AEC Premier 12 inch Wattle American Excelsior AEC Premier 20 inch Wattle American Excelsior Curlex Bloc American Excelsior Curlex Bloc HD Ero-Guard EG Strew Log12 Erosion Control Blanket.com Stenlog 12 Erosion Tech Nature Log Excelsior WTL10( 12") Erosion Tech Nature Log Excelsior WT113 (20") Erosion Tech Nature Log WTL8 (12" strew) Erosion Tech Nature Log WTL9 (20" straw) Filtrexx Ditch Chexx Ro Lanka Bio-D Silt Check Tensar North American Green Sedimax-SW12 Triangular Silt Dike Triangular Silt Dike Western Excelsior EXCEL Straw Log 12" Western Excelsior EXCEL Straw Log 18" Western Excelsior EXCEL Straw Log 20" Western Excelsior Aspen Xcel Excelsior Log Wisconsin Department of Transportation-Erosion Control PAL Erosion Mat Last update: May 9,2022 _ _ _ _ __ _ _. _ ___ _ . _, Annual submittal reivew cyle for this list runs from 4/1 to 3/31. Review of submittals received after 3/31 will default to i the next cycle. For products currently on the list: Send an annual certification letter by 3/31 stating the product is substantially equal to the tested product,the manufacturer and product names are correct as noted on the list below, i and the manufacturing locaton is the same as the tested material. Certifications not received by 3/31 wili be removed "� from the list. New applications:follow PAL Guidelines(https://wisconsindot.gov/Pages/doing-bus/eng-consultants/cnslt- rsrces/tools/pal/default.aspx) ._ _ _ _ _ . __ . EROSION MAT CLASS I TYPE A-Bid Item 628.2001 MANUFACTURER PRODUCT MIN.ANCHOR FREQUENCY(#/SY) American Excelsior Curlex I CL 1.1 American Excelsior AEC Premier Straw SN 1,7 American Excelsior Curlex I 1,7 Ero-Guard EG-ls 1,� Erosion Control elanket S 31 1.7 Erosion Tech ETRS-1 1,� Kansas Erosion Products KEP-S1 1.2 Degredable Net Options" MANUFACTURER DEGRADABLE MAT PRODUCTS*'" MIN.ANCHOR FREQUENCY(7i/SY) American Excelsior Curlex I WH 1,7 Ero-Guard EG-ls RD 1,7 Erosion Control Blanket S 318D or 531UVD 1,7 Erosion Tech ETRS-1 BN 1.7 Kansas Erosion Products S1RD l.z EROSION MAT CLA55 I TYPE B-Bid Item 628.2003 MANUFACTURER PRODUCT MIN.ANCHOR FREQUENCY(#/SY) American Excelsior AEC Premier Straw Double Net FibreNet 2.5 American Exceisior Curlex II 3,8 American Excelsior Curlex II CL 3,8 American Excelsior Premier Straw DN 3.4 American Excelsior Premier Straw/Coconut 3,q E nvi rosca pe 52000 B D 3,8 Ero-Guard EG-2S 3,8 Erosion Control Blanket S32 3,8 Erosion Tech ETRS-2 3,g Kansas Erosion Products KEP-S2 3,g US Erosion Control US-2S 3,8 Degradable Net Options"* MANUFACTURER DEGRADABLE MAT PRODUCTS'* MIN.ANCHOR FREQUENCY(#/SY) Enviroscape 520008D 3,8 Erosion Control Blanket 532BD or 532UVD 3,8 Erosion Tech ETSC-7030-BD 3,8 Erosion Tech ETRS-2BN 3,8 % *`-Note: Photo/Rapid/Bio Degradable Mats-Oniy utilize these mats when vegetation will be established within ' 1.5 months. Photodegradable and Rapid Degradable Mats-additives have been added to the netting&thread to expedite ' degredation. Degradable mats may not be organic as required for urban mats.