HomeMy WebLinkAbout010-171-00-0802-LUP-2022-296 SUBMITCOMVLETED AVVtICATION AND
FEETo: APPLICATION FOR LAND USE PERMIT
SawyerCounty SAWYER Q�1�LJX�.VM.1 SIN c�
Zoning&Conservation Depart. C�'..;••.,' .. ��' • f.,' � I
�
(�'�i'�./rleiy"51im_Lrt�_�J $'c �! �1 � \
30610MainStSuite49 _, _.. �ate.,�: 1✓
Hayward,Wl SA993 4�C'g I
"15'6�,-8Z88 JUN 2 3 2022 Chk#
RCpt#r1�i � tnfortd �r3" ��'� �
INSiaUCTI()NS�.Napermibwillbeissueduntilallfeesarlpaid. 5'AWY��L����TY 1+ 'y>
Checks are made payable to:Sawyer CounN Zoning Department �
DO NOT SIFRT CONSTRUCTION UNTIL/.Ll nEftMITS HAVt BEEN ISSUE�TO ACPIIfqNT O�iginal Application MUST b¢5uhfnitt2d FILL OUT IN INK (NO PENCiI�
SuOmittal of t�is zppl�icat�ion o�r��c-ipt oflc�i�s does not constitute permit-i�zuance.
Owneds�Name: Contnctm�s�Name
l)µ-, l��
�: 1�� \lZ��(C `eS�=��.lo S��
MailingAddress: �L����� MaIIIngAddress:
�'(7�( ��' &—NT.SE�J �O 785e .
chonr. y/� '�-4.S_S.S4C Vhone:
�� ���c�' Ph���eSeSnbv�lo�.��^t
Email: � Emall:
Site addrcss: j� �a.� W, lJ�^�✓s'� * �� Or Date aDPlkd lor:
Le`acy PIN M O�O^ I�I'(�O'" �5�+� Town W: I'�Gl VJ rc�
VermitdeliveryMethad e�WII Owner c Mail Owner �Call Controctor -Mail Contnctor
Is Property/Land within 300 feet of River,Stream U��i. Distance Struc[ure is from Shoreline: is your Properry
�n"„""�°"�) � fee[ �n ftoodplain Are Wetlands
Creek or Landward side of Floodplain? If yes--wntinue zon� Presen�?
�Shoreland yes
���Is Vroperty/Land within 1000 feet of Wke,Pond or Flowage Distance 5tructure ls from Shareline: �e5 No �
if yes—m�cinue � ieet No �
L._
(.;Non-Shoreland �
Describe Project 7otal k of
value at nme o/ projed type Foundatfon What Type&Capacity is the
comviet�on Number bedrooms
, (House,garage,shed,deck, �Storfes (Basemeni, Past Sewer/Sanitary System�s�
Addition,etc...) CrawlSpate,
� � � '�� Ustseparately Slab) construction
S
ti �
Dwellin5 I �I
$
�C�E'�� [7cT���'Se o.'.E C'.7i��7
Attessory BId6
S
Addl[bn/AltenHon
Height:
TotalSquare Lowest
Footage Gradeto
Proposed Use ✓ Proposed Structure Dimensions (multiply per Highest
story) Peak
Residence ( X �
Ft.
with 2n°story or loft ( x �
Ft.
with Basement ( X �
Ft.
Attached Garege ( x �
�Residential Use Ft.
Accessory Structure(e.Pia�N ( X �
❑Agrieulturel ia«.�nwe,..�.,,,n�a,.eo,eno�..,,.��� Ft.
Use 13CA��-l�O�lSe. ( �� X a� ' 3�, Ft. ��
i- Commercial/ Deck/Porch/Patio ( x �
Ft.
Industrial Use ( x �
(2^d)Deck/Vorch/Patio Ft.
� Municipal Use
� Othet(e.plainl 2X 'J'�'M(4�JC !�.-�aC.t+r�� A�� ( ��'X )
� .y� �. � Ft.
- Other � x �
Prineipal Strueture(agd��im.ai,tommerc�a6 nn���c�Pai,e�c.) Ft.
Addition/Alteretion�e.aia�n� ( x ' Ft.
7otal Non-habitable square feet: �`7 �
7otal habitable square feet: .
(decks,patios,garages,sheds,storage area&o[her struchres)
��.�� �� p�:�,4�, �„���:*� �,�5+ � ��pl,�� ��� 6y 8/y/a3
.-s��
Originat Application MUST be submitted
Attach a Plan or Ske[ch your Property on S.S"x 11"or 8.5"x 14"paper.•MusN Include Iocation and setback of proposed and existing rtructures,roads,
drlveway,srnkary components,well,lake,rlver,stream,and wetlands.
Setback Setback
���� MeasuremeMs Description Meawrements
Setback from the Centerline of Platted Road and/or Feet Setback from the Lake�o,d��.ry n�an-w,c<.m.rk) Feet
Setback from the Established Right-o6Way �7 =E» Feet Setback from the River,Stream,Creek Feet
Se[back from the Bluff �f aooi�<anie Feet
Setback from the North Lot Line $�Feet
Setback from the Soutb Lot Line �} Feet Setback from Wetland I Feet
Setback from the West Lot Line �S Feet Slope within area of construction/disturbance %Slope
Setback from the East Lot Line �l 5�' Feet Elevation of Floodplain Feet
Setback to Septic Tank or Holding 7ank Feet Setback to Well Feet
Setback to Drein Field Feet
Setback to Privy(Porta6le,Composting) Feet
Prior to the placementor tonshuction of a stivrcuro i�rt�w iwe!5;leet ofthe minlmum requlredseto � i � ..,�.Ja�y h��e from which the setback must be measuretl must be visible from one
previously surveyea m�ne�to tne othPr pre�ncus�;,�reeyatl m�r�-oi i»arked by a Ilcensed surveyor at th=.:,v..��'s upense.
Prlor to t�e placement or mnsvuchon of a snuaure more[han five�S�teet bdt less��an ten(10�fee[trorn rtie minlmum repmred setback.t�e boundary Lne`mm whkh;he setback must�e
r�,easeretl muss be vmEle fram one O�P�ioosly wrveyed mrnerto Vie ot�er p'edousW surveyed mmer,or venfiable bV��e Uepartmen:b�ute nr a m��etled mmpass from a known mrner
wrthin 500 fee�of the pioposetl ste of t�e slrurtwe,or must be marketl oy a li<ensetl surveyor a[ffie owner's expense.
Glculate impervious surfaces.(Roofed,concrete,paved,and other surfaces that water cannot penetrate.The Zoning�ce wn help you determine if a
wrface is considered impervlous)
i Calculatelotarea:
Indicate lot size from CSM or NOWS(cirde one�: A[res;Multipiy by 43,560=Lot area: Square Footage
Calcula[e impervious surface area:
Determine the total size,in square feet,of your prqeRs listed above�include eaves): sq ft.
Determine the total size,in square feet,of all existing roofed structures(indude eavesb sq ft.
Determine the total size,in square feet,of all existing paved/6ricked/blocked surfaces: sq ft.
Add these measurements to determine total impervious surfaces: sq ft.
Calculate impervious lot percentage
Total impervious surface: >Lot area: Sq ft.X 100=impervious surface Y,
(Mltigation is required if mtal evreeds 15%)
'"•Notice a separate grading permit needs to be obtained if distur6ed area is within[he Shoreland dis[ritt as indica[ed on previous page and meets criteria below^•
Gradin on a slope reater than 20Y Grading of more than 1,000 Sq. Ft.on 12Y-20%slopes
Grading of more than 2,000 Sq.Ft.on SlopeS less Ihan 12Y Grading is in ezcess Of 10,000 Sq.Ft.
FaIWRC?OC6TnINAPIhN -er�r;�Fl Jt 'OrdSiN�P�"Iv ;.iMCJ n i�111T'.rtl � � .,,ti•r-[NAIIIES
I(we)dedare that this applitation(induding any atmmpanying intormation)has heen examined by me(us)and[o Ihe best ot my(our)knowledge and belief it is[rue,corrett and
mmplete. I(we)acknowledge that I�we)am(are)responsible for the detail and accuracy of all in(ormation I�we)am(are)providing and that it will be relied upon by Sawyer
Counry In determinfqg whether ta issue a permit. i(we)further accept liahiliry which may be a result of Sawyer[ounty relying on this informa[ion I(we)am(are)providing in or
with this applicatiop.I(we)consent to county�Officials charged wi[h administering county ordinances to have access to the above descri6ed property at any reasonable time/or the
purpo�e of�inspe�n.AddRional(y the undersigned Oerson�s)hereby give Oermission for access ro the proDerty for onsite ins0ection by M unicipal Officlals.
i
Owner � Owner / /` // �
i
Si'nature � Printed name �,G�`C lC `c S� ((o �., � � 3� � a
Date
, � � nrred Name reQu�red�
NOTICF .�i. .. . � .'�ne!]lYc�arrro^thoDa[P^�I}oiar�rc.
�_ _. _��-i�.._ . i... . . . � . i� � � -�@itoreTl n .
d-
�L. . .. . ,- . �..,, . ..
Vou are responsible for complying with the req ulrements of the Sawyer Counting Zoning Ordinances and law and regulations of the State of W isconsin.vou are also responsiEle for
[omplying with Sta[e and Federol laws conceming constru<tion near or on weUands,lakes,and streams.Failure ro comply may result in removal or modification of construction
that violates the law or other penalties or msts. For more information,visit the department of natural resources weNands iden9fication weD page orconta<t a deDartment of
natural resources service renter�608)267-3125
Issuance Information(County Use Only) Sanitary Number: � Nof bedroomz:
Permit oenied(oate�, Reason tor Denial:
Permi[#: Issuing agent: Date:
�� - .�9c� g `I/�a.
I5 Parcel a Sub-Standard Lot I��.Yes �Deea of Rewrtl� ° Mi[igation Required '�Ves I!No
I5 Parcel in Common Ownership I�,yes �Fusetl/Con�iguous�atls)� � No Mitigation Attached � Yes ���..,No
IsStructure Non-Conforming I '�Yes '.No
Granted by Variance(B.O.A.) Granted by Conditlonal Use
i:�Yes -'..No Case M: . ::yes .I Na Gult:
Was Parcel Legally Created .�:Yes ,:J No Were Property Lines Represented by Owner CYes No
was Proposed Build{ng Site Delineated '�.'Ves ��_ No Was Property Surveyed tYes No
Oj�_C� � en�qt- /1�{,J Tf�OWy �.w���i� lhrl/' �sC 1Q��e1 Nl ZoneDi�ia: Fee: � 3�S
e � �
� 8 H �S .,�J b.�i } w:� 18�v+�l. w �k�' - Yk �c
bir,c=or Sam[ary: Hold For TBA: No�d=or 4ffioay.t Hold For Fees'.
oFcbzOzl
�
Sawyer County Application for Gra � y�5�r -��� � `D
10610 Main St. Suite 49 �-��i�=4�--==� �
Hayward WI 54843
715/634-8288 .IUN 17 2022 �
,
SAWYE,4CC��.,'�' ' �
ZONINtikDMli-!i'.:��'��,.��'n� �
CONSTRUCTION SHALL NOT BEGIN UNTIL ALL REQUIRED PERMITS HAVE BEEN
ISSUED. SIGNATURE OF PROPERTY OWNER IS REQUIRED. o �
�
�
Owner: Patrick Costello Contractor. To Be Determined �
Mailin Address: PO Box 4567 Mailin Address: rZ
�
Cit , State, Zi : McAllen , TX 78502 Cit , State, Zi : �
Phone: 912 245-5546 Phone: �
�
�
Email: atrick@ nkdesi nbuild.com Email: `D
�t n
Site address: 12823W Penninsula Road �
Calculate grading area: (Total area disturbed including excavation, fill, grading, -�
landscaping, equipment rutting, and/or other areas vegetation will be removed resulting c�'
in exposed soil) O
�
O
Determine width of disturbed site in feet: 35 ft. x depth of disturbed site in feet: 20 ft. �
Total = 700 sq. ft. (this is the area calculation)
Determine Slope of disturbed area: Vertical height in feet 12 + Horizontal distance in p �
feet 20 = Slope 0.60 X 100= 60.0 % Slope �
(1 V/1 H= Slope X 100= Percent Slope) �
�
*For any filling or grading of any area which is within 300 feet landward of the ordinary -�O
high water mark (OHWM) of navigable water and which has surface drainage toward the �
water and on which there is either:
(1) Any filling or grading on slopes of more than 20%. C'�
(2) Filling or grading of more than I,000 sq. ft. on slopes of 12% 20%. �
(3) Filling or grading of more than 2,000 sq. ft. on siopes less than 12%.
(4) A Grading Permit is required for any filling or grading in excess of 10,000 sq. ft
within 1,000' OHWM of navigable lakes, ponds, or flowages OR within 300' of OHWM of ��
navigable rivers or streams. �
G
Date activity will begin if permit is issued:July 15, 2022 date to be
completed: Auqust 30 2022
Attach engineering design or complete the following using additional sheets:
1. Describe proposed erosion control installation, construction phases, and finished site grading. N
Include timeline, methods, and materials. (Silt Fence alone is not ample erosion control for c
most sites �
�
Prior to ConsVuction D
1. Heavy Duty silt fence will be installed a 2-ft minimum distance on the landward side from the OHWM of Round Lake. �
(See Attached Plans for Location and De ails)The assumed OHWM of Round Lake is Elevation 13492', as determined by �
Northern Wisconsin-Based Engineers, In . �
2. Silt fence will be installed around the p rimeter of any stockpiled excavated soil by ihe end of each work day. Stockpiled
soil to be stored on slopes no steeper th n 12%.
Durinq Construction
1. All stockpiled soil from disturbed areasthat remain for longer than 10 days will be seeded with WisDOT temporery seed
mix. (See Attached Plans for Location antl Details)
Post Construction
1. Slopes will be restored to approximately existing elevations.
2. All disturbed areas will be re-topsoiled with 4-inches of topsoil salvaged from the site.
3. All topsoiled areas will be seeded and fertilized. (See Attached Plans for Location and Details) .
4. Erosion Mat Urban Class I Type 8 will be placed on the north and south sides of the completed boathouse, and over the
top of Erosion Mat Class III Type B (See ttached Plans for Location and Details)
5. Erosion Mat Class III Type B will be pl ced on the west and east sides of the completed boathouse. (See Attached Plans
for Location and Details). Erosion Mat CI ss III Type B required to be covered with Erosion Mat Urban Class I Type B. I p
5. All temporary erosion control devices ill be removed after the site has been stabilized. v
6. Erosion Mat Class III Type B is a perm nent erosion control devices and will remain in-place. �
All work shall be completed as specified in the State of Wisconsin, Department of Transportation, Standard Specifications �
for Highway and Structure Construction, 2022 Edition, as published by the Department. 2022 Wisconsin, Department of ��
Transportation. Standard Specifications for Highway and Structure Construction can be found at: \
HTTPS�SWISCONSINDOLGOV:�PAGES,-�DOING-BUS'ENG-CONSULTANTS:�CNSLT-RSRGES'P�DWWSTNDSPEC.ASPX �
i
� 2. List temporary seed type and rate, permanent seed type and rate, fertilizer type and application rate
(if applied), and mulch type and application rate.
WisDOT Temporary Seed Mi� @ 3 Ibs/1000 sf
WisDOT Seed Mixture #20 @ 3 Ibs/1000 sf (See Attached Plans for Location and Details)
WisDOT Fertilizer Type B@ #/1000 sf. (See Attached Plans for Location and Details)
Erosion Mat Urban Class I Ty e B Urban will be placed on all topsoiled areas. (See Attached Plans for
Location and Details)
3. Attach a plot plan of project area including location of any wetiand(s) and/or waterway(s) (indicate
area between grading project and water body to be left undisturbed), location of excavated material,
location of all storm water and erosion control Best Management Practices (BMP's), property lines,
existing drainage, post grading drainage pattern, and north arrow. (Silt Fence alone is not ample
erosion control for most sites)
(See Attached Plans for Location and Details)
EROSlON
SAMPLE EROSION � CONTROL PLAN
CONTROL PLAN � � � ll LEGEND
�OR 1 OR 2 � � � ■ �'��ftT�"
FAAAILY � i \ N — — uve
DWELLINGS � � I � _ DCI:TING
� � -----i — r��-..ai. T arwwr.,E
� ` � _ � Ter.�ao�urrr
` ..IYER.^.ION
� T.1 i _ p���.y�jc FIN.".rED
I � l'J r�� � DRAIW.GE
� f ` \ *� ___ LIMTB OF
�+ �� �`� j� 3R�DIVG
� � \
� I � � \ ll •_ __�—y .^.ILT
.�l X/ Al . � FETICE
AREi 7C BE 7iCP9L)tLEQ � m. .... . .�._—. .^.TP.ti'/
.^�EEDED A.4D MJLCHE6 9�LE�
B'+04'�NER.hTTFE
6�h1�LET1�N Of � �
H I �'.,�
c..rav=_
cavor=.�vrx�v I� r.,l
C01�TRlKTON � 'J"+E'�T•�V
' ENT!iANCEEJUT '�IF�C�T�_V
� � ` � � : ����;; --- �
Oe o. 7p��
.�&.4�� I J � 'REGERiA�iL�V
IrD i � � �'6s' j I .,TrxwPf�=�
e���d rJ _ ���
.
�r;�� �
4�Y:LI4E .- �:n�Q
g b noa: SCALE: t" = 40'
— _�_�__ -_cuncv-
"?"�o=hT7' 41'NEP_�
:laliTYPE�..`�ILTY��U,Y �TA.�'_TWVIE '-��T�ER� .al�1�1=P'EG�T+fiTiWiG4TE.
i.7�lT��l::';:P.: �
�LOPE:?'ti PNTi��IFMTE:�C:��P..EfT64 D� '
Pf�RRRm Br. pATE
4. Attach a cross sectional view of project area including the existing and proposed slope of the bank,
water level of any existing waterway, and horizontal and vertical scale.
(See Attached Plans for Location and Details)
J I
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Rev-1 /2020
Sawyer Couoty Zooiog Administratioo o � ��
Inspectioe Report
7. .
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H �V —
Owner(s)Howard&Laster Potts °O � z.
Address Roseville MN 55113 �' N
— S --
Agent/Purc6aser n �' a tiwi�h O op
Address C-21 Realtv C0 >p a
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Bldr/Plber/CST �y �
Address M
�
Inspection � Private ❑ Public Violation �Zoning ❑ Senitation �
� Dwelling ❑ Mobile Home ❑ Commercial ❑ Garage ❑ Addition �,
� Setback-Lake ❑ Setback-Road ❑Se[back-Lot Line ❑ Soils Verification �
❑ �� --1
. �
QCD#224131 2 2 acres RR-1 map of survey 23418-39 N 10502N Timberlane Ave °o 0
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Ptu ,rYev..'( �twSS.
Discussed with Dustin Beckwith&1a Kozlowski
Date&Time 8R3/18 9:00 AM
Signahue oflnspector
��((IaCA...' 'E7l �QILYZCy�d.l
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- USE BLACK INK ONLY - 44()232
�ONVERSION OF DWELLING TO ACCESSORY USE �nuL�t �HissER
— AGREEMENT REGISTER OF DEEDS
� SAWYER COUNTY, WI
Q7/19/2�2� fl8; la AM
Ow 's Name(s) as shown on deed: RECORDING FEE 30.00
�'�R,�C� �57�w c�nd ��-�e � �ne, ��,� �� PAC,�S: 2
Parcel Identification Number:
(12 Digit Legacy ID) �� � � ( � �/ � v U � �
Legal Description of Property:
- SEE ATTACHED SHEET -
Return To: Sawyer County Zoning and Conservation Administration 10610 Main St. Suite 49,
Hayward, WI 54843
I �4�I1 �mS`T'�-Lye ereby enter into a Conversion of Dwelling Agreement for Accessory Use on
(date of agreement) 13 �- �
for Property located at Z. 3 E��NS��� _
(address) and as described and attached hereto.
This agreement, signed by owner of property attached, hereby agrees to convert an existing habitable dwelling to a
non-habitable accessory building by removing all kitchen facilities within the existing structure and further agree that
this converted structure will not be used for habitable living quarters in the future by the current owner, their heirs or
successors and hereby agrees to abide by this agreement. An inspection will be conducted upon the expiration of
the Land Use Permit for the new principal structure to verify compliance of this agreement.
Failure to abide by this agreement shall result in a citation subject to Citation Ordinance 89-1 Section 11 .3(1 ) of the
Sawyer County Zoning Ordinanc .
Property Owne s signature:
Print Name� �A� y"��
Date:� /�
ACKNOWLEDGMENT
State v� � c�[ Ln 5;^
of:
County of: ���1�1 y� r
Signed before me on this��day
of 31� �� , 20��
Drafted By �"'�'�ft e�- ` �'� � By(Owners Name � +�:'� ` L. �
Notary Public Signature: '
Public Notary Name(Print) . '-��. K:�Z �`,'
315/2013 My commission expires �N�w
on:��v�� 3(� ,,��,�a���Z,LO Ws�., s
�a1�' ��AR y '�=
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_ �'UB�-�G .� tti
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`Ss,��',9�. . . .. ••SC,�,r��
4,, OF W� ,��'
��NN111N�N��M
Lot�ight (8), Round Lake Park, located in the 'I'owi� of Hayward, Savvyer County, Wisconsin,
EXCEPT Certified Survey Map No. 8179 recorded in Volume 34 of Certified Survey Maps,
page 268 as Document No. 404420, ALSO EXC�P1'ING all that part desci7bed as follows:
Be�inning at the Northwest corner of Lot Eight (8); thenee East on the North line of said Lot,
33 feeY; thence angle 84°12' to the rigl�t and run 335.4 feet; thence ang�le 31°32' to the right
and run l 90 feet; thence angle l 2°00' to the right and run 54 Peet to tbe shore of Round I,ake;
thence Northwesterly along the shore of Roiuid Lalce, 418 feet to the Northwest line of Lot
Eight (8); thence Nartheasterly on said NorChwest line, 302.5 feet back to the point of
begini�ing (said exceprion includes the Timberlane Condominium plat of suroey on file in the
Offce of the Register of Deeds for Sawyer County and as recorded in Volume 394 of Records,
pages 482-494, as Document No. 202003.
A
ORDER OF SHEETS
STATE OF WISCONSIN
NWBE PROJECT �— - OTHER PROJECT
PROJECT I CONTRACT
Section No. 1 Title NWBE 2135
Section No. 2 Typical Sections Qtin and Details TOWN O F H AYWA R D
--BleNerrP7r��--- EaRmnle-aF9••--'ter
e^^Uo, tdo 3 AAlscvll---- 1.,
Q-1--No A Right OFIAI�yPlat PLAN OF PROPOSED IMPROVEMENT
Section No. 5 Planaad Rsefil�
Section No. 6 Standard Detail Drawings
�Sesgvn Plv 7 Slgn Plates PAT R I C K D O S T E L L O ROUND LAKE BOAT HOUSE
ssi ten-Na.-'.,.,....a,-,woo
—Svalli.n-PJv. 0 Comp6plar liag1w,owkflala—
—swa�J�n Ja I3 s ---- (10502N TIMBERLANE AVE, HAYWARD, WI)
TOTAL SHEETS- PRT OF LOT 8, ROUND LAKE PARK SUBDIVISION, GOV'T LOT 4 S23, GOV'T LOT 1 S261 T14N, R8W, MOS #23418-39, VOL 468, PG 129
�PROJECT LOCATION SAWYER COUNTY
DESIGN DESIGNATION
A.A.D.T. N/A
A.A.D.T. N/A
D.H.V.
O D.D.
O T.
C DESIGN SPEED
Z ESALS
NWBE 2135
= N/A
= N/A
= N/A
= N/A
= N/A
= N/A
= N/A
V n
CONVENTIONAL SYMBOLS
PLAN
CORPORATE LIMITS
/����//-
PROFILE
GRADE LINE
PROPERTY LINE
ORIGINALGROUND
_
MARSH OR ROCK PROFILE
— ROCK
m
LOT LINE
- — — — — — — — -
(To be noted as such)
�
1�TJ�''�
LIMITED HIGHWAY EASEMENT
L — — _
SPECIAL DITCH
_ IABEL
/M
EXISTING RIGHT OF WAY
—
PROPOSED OR NEW R/W LINE
GRADE ELEVATION
SLOPEINTERCEPT
— _ _
CULVERT(Proflle View)
0
REFERENCE LINE
UTILITIES
ELECTRIC
E —
EXISTING CULVERT
' — 'E== — -
FIBER OPTIC
— FO —
PROPOSED CULVERT
0�
GAS
— G —
(Box or Plpe)
SANITARY SEWER
— SAN —
COMBUSTIBLE FLUIDS
STORM SEWER
— S5 —
TELEPHONE
T —
MARSH AREA
(i 1 1 \
WATER
— W —
1 1 i
UTILITY PEDESTAL
H
POWER POLE
l5
WOODED OR SHRUB AREA
TELEPHONE POLE
Ar
FILENAME: W:\NWBE_PROJECTSWESIGN\2135 COSTELLO•ROUNOLAKE-GRADJNGPERMIAC3D-2Z\SIIEETSPLAN\D30151 TF2135.DWG
NWBE PROJECT NUMBER
NWBE 2135
LAYOUT
SCALE 0 2.0 MI
TOTAL NET LENGTH OF CENT:RLINE = N/A
PLOT DATE : [+M60f)12 3:45 PM
HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN
COORDINATE REFERENCE SYSTEM (WtSCRS). SAWYER COUNTY,
NAD83 (2012), IN U.S. SURVEY FEET. POSITIONS SHOWN ARE GRID
COORDINATES, GRID BEARINGS, AND GRM DISTANCES, GRID DISTANCES
ARE THE SAME AS GROUND DISTANCES. ELEVATIONS ARE REFERENCED
TO NAVD 88 ( 2011). GPS OERWED ELEVATIONS ARE BASED ON GEOID 12A.
PLOT BY : G. COLBERT PLOT NAME:
ORIGINAL PLANS PREPARED BY
►IL #IIIIw
�� ■■■■f■!■�� Vf //r,
■ "fir
■
e • a]J gal
ACCEPTED FOR
OWN
PREPARED BY
Surveyor NWBE-BZEMBO
Designer NWBE -G. COLBERT, PE
Project Manager NWBE- H. HARRINGTON, PE
E
K
GENERAL NOTES
PERFORM THE WORK UNDER THIS CONSTRUCTION CONTRACT FOR PATRICK COSTELLO, 12823W PENINSULA ROAD, TOWN
OF HAYWARD, SAWYER COUNTY, WISCONSIN AS THE PLANS SHOW AND EXECUTE THE WORK AS SPECIFIED IN THE STATE
OF WISCONSIN, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE
CONSTRUCTION, 2022 EDITION, AS PUBLISHED BY THE DEPARTMENT, AND SUPPLEMENTAL SPECIAL PROVISIONS.
2022 WISCONSIN DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION CAN BE
FOUND AT: HTTPS:HWISCONSINDOT.GOV/PAGES/DOING-BUS/ENG-CONSULTANTS/CNSLT-RSRCES/RDWY/STNDSPEC.ASPX
THE WORK UNDER THIS CONTRACT SHALL CONSIST OF CLEARING & GRUBBING, COMMON EXCAVATION, BASE AGGREGATE
DENSE, ASPHALTIC PAVEMENT, CULVERT PIPE, TRAFFIC CONTROL, EROSION CONTROL, LANDSCAPING, AND ALL
INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK AS SHOWN ON THE PLANS AND INCLUDED IN THE PROPOSAL
AND CONTRACT.
THE LOCATIONS OF EXISTING AND PROPOSED UTILITY FACILITIES AS SHOWN ON THE PLAN ARE APPROXIMATE. THERE MAY
BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL COORDINATE
ACTIVITIES WITH A CALL TO DIGGERS HOTLINE AND/OR A DIRECT CALL TO THE UTILITIES THAT HAVE FACILITIES IN THE
AREA. NOT ALL UTILITIES ARE MEMBERS OF DIGGERS HOTLINE.
NO TREES SHALL BE REMOVED WITHOUTTHE APPROVAL OF THE OWNER.
THE EXACT LOCATION OF THE EROSION CONTROL DEVICES SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD.
ALL EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES.
DO NOT REMOVE EROSION CONTROL DEVICES UNTIL VEGETATION HAS BEEN ESTABLISHED AND ALL DISTURBED AREAS
HAVE BEEN STABILIZED.
STANDARD DETAIL DRAWINGS
DESIGN CONTACT
NORTHERN WISCONSIN-BASED ENGINEERS, INC.
ATTN: GARY COLBERT, PE
P.O. BOX 328
HAYWARD, WI 54843
PHONE: (715) 634-4334
EMAIL: GCOLBERT@NWBEINC.COM
SAWYER COUNTY CONTACT
JAY KOZLOWSKI - ZONING ADMINISTRATOR
10610 MAIN STREET
SUITE 49
HAYWARD, WI 54843
PHONE: (715) 634-8288
EMAIL: JAY. KOZLOWSKI @SAWYERCOU NTYGOV.ORG
OWNER
PATRICK COSTELLO
PO BOX 4567
MCALLEN, TX 54660
PHONE: (912) 245-5546
EMAIL: PATRICK@PNKDESIGNBUILD.COM
08E09-06 SILT FENCE 0180IRS
till
WISCONSIN DEPARTMENT OF TRANSPORTATION PRODUCT ACCEPTABILITY LIST (PAL)
Dial
EROSION MAT URBAN CLASS I TYPE B
95or (800)242-8511
EROSION MAT CLASS III TYPE B
www.DiggersHotline.com
WISCONSIN DEPARTMENT OF TRANSPORTATION CHANNELAND SLOPE MATRICES
SLOPE EROSION CONTROL MATRIX
WISCONSIN DEPARTMENT OF TRANSPORTATION EROSION CONTROL INSPECTION
FORM DT1072, CONSTRUCTION EROSION AND SEDIMENT INSPECTION
LIST OF STANDARD ABBREVIATIONS
ABUT. ABUTMENT
D.H.V.
DESIGN HOUR VOLUME
AGG. AGGREGATE
DIA.
DIAMETER
AH. AHEAD
DISCH. OR DIS.
DISCHARGE
AADT ANNUAL AVERAGE DAILY TRAFFIC
E.
EAST
APPROX. APPROXIMATE
X
EAST GRID COORDINATE
A.E.W. APRON END WALL
EB
EASTBOUND
ASPH. ASPHALTIC
EA.
EACH
BK. BACK
ELEC.
ELECTRIC
BEG. BEGIN
EL. OR ELEV.
ELEVATION
B.M. BENCH MARK
ESALS
EQUIVALENT SINGLE AXLE LOADS
C/L OR (L CENTER LINE
E.B.S.
EXCAVATION BELOW SUBGRADE
C.E. COMMERCIAL ENTRANCE
EXIST.
EXISTING
CONC. CONCRETE
FERT.
FERTILIZE
CONSTR. CONSTRUCTION
F.E.
FIELD ENTRANCE
CO. COUNTY
FIN.
FINISHED
C.T.H. COUNTY TRUNK HIGHWAY
F.L. OR FL
FLOW LINE
X-SEC. CROSS SECTION
HORIZ.
HORIZONTAL
CR. CRUSHED
INL.
INLET
CULV. CULVERT
INT,
INTERSECTION
C.P. CULVERT PIPE
INV.
INVERT
D.O.T. DEPARTMENT OF TRANSPORTATION
LT.
LEFT
I PROJECT NO: NWBE 2135 1 HWY: 12823W PENNINSULA ROAD COUNTY: SAWYER I GENERAL NOTES I SHEET I E
FILENAME: W:\NWBE_PROJECTS\DESIGN\2135_COSTELLO-ROUNDLAKE-GRADINGPERMIT\C3D-22\SHEETSPLAN\02D101_GN-2135.DWG PLOT DATE; 6/6/2022 8:39 AM PLOT BY: G.COLBERT PLOT NAME: PLOTSCALE 11N:10FT WISDOT/CADD55HEETaz
LAYOUT NAME - Costello_gn-01
2
FABRIC SIDE
2' MIN
WOVEN WIRE FENCE SIDE
STEEL POSTS
AREA TO PROTECT
ANCHOR TO GROUND WITH
CONTINUOUSLY PLACED
SANDBAGS, ROCK BAGS, OR
ROCK, (INCIDENTAL TO ITEM)
ANCHORED INSTALLATION FOR WET CONDITION
HEAVY DUTY SILT FEN
CI uif-u Ikii-e■AI NIA 111A—irk I —I— rrI—
STS
V MIN
T MIN POST EMBEDMENT
NON WOVEN FASTEN
TO WIRE FENCE
A DESCRIPTION
THIS SPECIAL PROVISION DESCRIBES THE DELIVERY, INSTALLATION, MAINTENANCE, AND REMOVAL OF
HEAVY DUTY SILT FENCE. INSTALL FENCE AS DIRECTED BY THE ENGINEER.
B MATERIALS
PROVIDE HEAVY DUTY SILT FENCE CONSISTING OF A COMPOSITE OF WOVEN WIRE FENCE FABRIC, POSTS,
GEOTEXTILE, FASTENERS, AND TO BE ASSEMBLED BY THE CONTRACTOR. WOVEN WIRE FENCE FABRIC
SHALL BE A STANDARD FIELD FENCE TYPE WITH A MINIMUM AND MAXIMUM HEIGHT ACCORDING TO THE
CONSTRUCTION DETAIL, A MAXIMUM MESH SPACING OF 6-INCHES AND MINIMUM 14-1/2 GAUGE WIRE.
PROVIDE "STUDDED TEE" OR "U" TYPE METAL POSTS WITH SIZES/LENGTHS ACCORDING TO THE
CONSTRUCTION DETAIL AND A MINIMUM WEIGHT OF 1.3 LB/FT.
PROVIDE GEOTEXTILE FABRIC MEETING THE FOLLOWING REQUIREMENTS;
PROPERTY UNIT
TEST METHOD
MINIMUM AVERAGE
ROLL VALUEGRAB TENSILE STRENGTH LB.
ASTM
D4632
380
GRAB TENSILE ELONGATION
%
ASTM
D4632
50
PUNCTURE STRENGTH
LB.
ASTM
D4833
240
TRAPEZOID TEAR STRENGTH
LB.
ASTM
D4533
145
APPARENT OPENING SIZE
US STANDARD SIEVE
ASTM
D4751
170 (0.09 MM)
PERMITTIVITY
SEC-1
ASTM
D4491
0.7
WATER FLOW RATE
GAL/MIN/FT2
ASTM
D4491
50
UV RESISTANCE AFTER
500 HOURS %STRENGTH RETAINED
ASTM
D4355
70
FURNISH A MANUFACTURER'S CERTIFIED REPORT OF TEST OR ANALYSIS THAT THE GEOTEXTILE FABRIC
DELIVERED FOR USE IN THE WORK MEETS THE ABOVE REQUIREMENTS AT LEAST 15 DAYS PRIOR TO USE IN
THE WORK.
PROJECT NO: NWBE 2135 HWY: 12823W PENNINSULA ROAD
SILT FENCE HEAVY DUTY
NOTE: THE FABRIC TO WOVEN WIRE FENCE EVERY 2-FEET
ADJUST POST EMBEDMENT AND/OR SPACING BASED
ON EXISTING SOILS
C CONSTRUCTION
INSTALL THE HEAVY DUTY SILT FENCE AS SHOWN ON CONSTRUCTION DETAIL INCLUDED IN THE PLANS.
SPACE TIES AND ANCHORS TO ADEQUATELY SUPPORT SYSTEM. INCLUDE OR ADD ACCEPTABLE GUY LINES,
WHERE REQUIRED, FOR ADDITIONAL SUPPORT.
ANCHOR THE GEOTEXTILE FABRIC A MINIMUM OF 6" BELOW GRADE. TRENCH, ANCHOR AND BACKFILL
SIMILAR TO STANDARD SILT FENCE. THE CONTRACTOR WILL NOT BE REQUIRED TO TRENCH IN THE HEAVY
DUTY SILT FENCE IF IT WILL BE INSTALLED WITHIN STANDING WATER. IN SUCH CASES, ANCHOR TO THE
GROUND WITH ROCK BAGS PLACED CONTINUOUSLY.
MAINTENANCE WORK, WHEN REQUIRED, WILL BE SPECIFIED ON EROSION CONTROL ORDERS.
MAINTENANCE INCLUDES REPLACEMENT OF FAILED 12GA WIRE TIES; RE -ANCHORING OF METAL POSTS
(STANDING LYING SECTIONS BACK-UP); ENTRENCHMENT OF THE BOTTOM FABRIC; AND GUY LINE REPAIRS,
IF REQUIRED. GEOTEXTILE FABRIC AND WOVEN WIRE FENCE FABRIC REPLACEMENT NOT REQUIRED FOR
MAINTENANCE.
COUNTY: SAWYER I CONSTRUCTION DETAIL- HEAVY DUTY SILT FENCE
FABRIC SIDE
"'^VEN WIRE FENCE SIDE 2
STEEL POSTS
A TO PROTECT
iiV 11 Iry vvvvi_ly vvinE FENCE \
& FABRIC A MINIMUM OF 6"
TRENCH INSTALLATION FOR DRY CONDITION
INSTALL HEAVY DUTY SILTA MIN. 2-FT LANDWARD SIDE
FROM ORDINARY HIGH WATER MARK (OHWM)
SHEET
E
FILENAME: W:\NWBE_PROJECTS\DESIGN\2135_COSTE LLO-ROU NDLAKE-G RADI NG PERM IT\C3D-22\SH EETSPLAN\021001_CD-SI LTFENCE. DWG
LAYOUT NAME - Costellocd-01-SiltFence
PLOT DATE : 6/6/2022 9:53 AM PLOT BY: G. COLBERT PLOT NAME
PLOT SCALE: 1:1
W15DOT/CADDS SHEET 42
2
N
SCALE, FEET r�
10
70
P!elliL� V e:: DI SEggqC���yyy
65
�eP`W"'. FI N.',361.00
50 �
50 - —
FE46f 1 Fir I nr,
POSSBLF
STC) VArFa50j.-,
L� L
# —
�I
###tt###
-3H
11�,n�t3
u u #
# #F u ri
Pd��VRl1l.Ft
r4-
v�
019
137
-
— i
ASSUMED OHWM
Q
WATER ELE. 1345.7
ELE. 1349.2
- 7.365
APRIL 25, 2022
d✓SsrAf€L€V �3�5:20
Z At7 11 41ti -267 �
o rn ry rn �
o m ra rnID n
v kO
PROJECT NO: NWBE 2135 HWY: 12823W PENNINSULA ROAD
FILENAME: W:\NWBE_PROJ ECiS\DESIGN\2135_COSTELLO-ROUNDLAKE-G RADING PERM IT\C3D-22\SHEETSPLAN\022001_EC-2135. DWG
LAYOUT NAME -Costello ec-01
G :. 13�b.g5
COUNTY: SAWYER
PLOT DATE: 6/3/2022 3:43 PM
EROSION CONTROL - BOATHOUSE
PLOT BY : G. COLBERT PLOT NAME j
LEGEND
FENCE
HEAVY DUTY SILT FENCE
EROSION MAT URBAN CLASS I, TYPE B
® EROSION MAT CLASS III TYPE B
SURFACE WATER FLOW
NOTE:
COVER ALL DISTURBED SLOPES WITH MINIMUM 4-INCHES TOPSOIL SALVAGED
FROM SITE.
ALL DISTURBED SLOPES SHALL BE SEEDED, FERTILIZED, AND EROSION MATTED.
SHEET
PLOT SCALE: 1 IN:10 FT
WISDOT/CADDS SHEET 42
K
K
CLEARING & GRUBBING
CLEARING GRUBBING COMMENTS
STATION STA STA
ROUND LKAE BOATHOUSE CLEARING AND GRUBBING WILL BE AS DIRECTED BY THE OWNER IN THE FIELD
LANDSCAPING ITEMS
625.0500 629.0210 630.0120 630.0200
SALVAGED TOPSOIL FERTILIZER SEEDING MIXTURE SEEDING
TYPE B NO.20 TEMPORARY
LOCATION SY CWT LB LB
ROUND LAKE BOATHOUSE 34 0.1 3 3
34 0.1 3
**SEED, FERTILIZER AND MULCH QUANTITIES INCLUDE 5' BEYOND SLOPE INTERCEPT
SILT FENCE ITEMS
628.1504
628.1905
SPV.0090.01
SILT FENCE
HEAVY DUTY SILT
SILT FENCE
COMMENTS
MAINTENANCE
FENCE
LOCATION LF
LF
LF
ROUND LAKE BOATHOUSE 100
100
- SOILSfOCKPILE
ROUND LAKE BOATHOUSE -
-
50 ALONG OHWM
100 100 50
EROSION MAT ITEMS
3
628.2008
628.2033
EROSION MAT URBAN
EROSION MAT
COMMENT
CLASS I TYPE B
CLASS III TYPE B
LOCATION SY
SY
ROUND LAKE BOATHOUSE 20
- NORTH AND SOUTH OF BOATHOUSE
ROUND LAKE BOAT HOUSE 18
18 EAST AND WEST OF BOATHOUSE
38
18
31
PROJECT NO: NWBE 2135 1 HWY: 12823W PENNINSULA ROAD I COUNTY: SAWYER MISCELLANEOUS QUANTITIES SHEET E
FILENAME: W:\NWBE_PROJECTS\DESIGN\2135_COSTELLO-ROUNDLAKE-G RAIDING PERM IT\C3D-22\SH EETSP LAN\030201_MQ-2135.DWG PLOT DATE: 6/3/2@24:16 PM PLOT BY: G. COLBERT PLOT NAME: PLOT SCALE: 1"=1'
LAYOUT NAME - 01 W ISDOT/CADDS SHEET 42
r'I
SCALE, FEET
0 10 20
.1
�1 ti
t4 _
� Lf'
P�
PROPOSED PLAN VIEW
12' X 25' (300 SF) BOATHOUSE
. -.
F_
�A38.5 SF NATURAL PATH - =-
ASSUMED OHWM
ELE. 1349.2
i-f- �- �
1 -
"'•MK
II
WATER ELE. 1345.7 t
APRIL 25, 2022
�;� "may � � i( �• �
ISOMETRIC VIEW ISOMETRIC VIEW
12' X 25' (300 SF) BOATHOUSE - LOOKING NORTHEAST 12' X 25' (300 SF) BOATHOUSE - LOOKING NORTHWEST'S
PROJECT NO: NWBE 2135 1HWY: 12823W PENNINSULA ROAD
FILENAME,. W:\NWBE_PROJECTS\DESIGN\2135_COSTELLO-ROUNDLAKE-GRADINGPERMIT\C3D-22\SHEETSPLAN\050201_PN-2135.DWG
LAYOUT NAME - Cos[ello_pn-01
COUNTY: SAWYER
PLAN - BOATHOUSE
PLOT DATE: 6/3/202212:03 PM PLOT BY: G. COLBERT PLOT NAME:
PLOT SCALE: 1 IN:20 FT
SHEET I E
WISDOT/CADDS SHEET 44
.� SDD 8e9 Silt Fence
II GENERAL NOTES
II
- - TT— - - - - ROADWAY - - - - —ROADWAY— - - - - - —ROADWAY— - - - DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO
THE PERTINENT REOUIREMENTS OF THE STANDARD SPECIFICATIONS AND
I I APPLICABLE SPECIAL PROVISIONS.
TTt_1
* *GEOTEXTILE FABRIC
PLAN VIEW
TYPICAL APPLICATION
SHOULDER
_TT
0
J
INSLOPE
OF SILT FENCE
SHO4 ULDER
-TT
0
J
INSLOPE
1 —
M Tic I
INSLOPE
� IV
II SHnl n up
NOTE: ADDITIONAL POST DEPTH OR TIE BACKS
MAY BE REOUIRED IN UNSTABLE SOILS
FOLD
3" MA)
SUPPORT CORD
WOOD POSTSO
OR TENSION TAPE
LENGTH 4'-0" MIN.
GEOTEXTILE
2'-0" MIN. DEPTH
FABRIC
IN GROUND
3'04
44,riF
FLU
M
L
7
a: 4i
QN
"4*�F
4
HRqbbaiq�ii
0M1k4
GEOTEXTILE
aaea �g'?uz
g aq'.
FABRIC ONLY
v'b$�ni
iy &aka,
N4
�a aay� 4144,1E
BACKFILL & COMPACT
V--1 n S+ia /
a9ask'64;e�a�nR,.
TRENCH WITH
EXCAVATED SOIL
,4: I' ag, n°!aa!
ATTACH THE FABRIC TO
THE POSTS WITH WIRE
STAPLES O
R WOODEN LATH d* AND NAILS pll`S`
FVO�
*NOTE: B'-O" POST SPACING ALLOWED IF A
WOVEN GEOTEXTILE FABRIC IS USED.
SILT FENCE
I I
ROADWAY
I I
SITUATION I
SHOULDER
TT TT
DITCH DIKE T
INSLOPEI
1 II �—
s II INSLOPE
C II I
II SHOULDER
I I
I I
- - IF --ROADWAY
—
I
SITUATION 2
PLAN VIEW
SILT FENCE AT MEDIAN SURFACE DRAINS
FLOW DIRECTION
r
GEOTEXTILE
FABRIC
WOOD POST
WOOD POST CEOTEXTILE
FABRIC
TWIST METHOD
FLOW DIRECTION
GEOTEXTILE
FABRIC 77dw
MAX. GEOTEXTILE
1'-O" MIN. FABRIC
"MIN,
r2'] , WOOD POST
HOOK METHOD
JOINING TWO LENGTHS OF SILT FENCE
Ot HORIZONTAL BRACE REOUIRED WITH 2" X 4" WOODEN FRAME OR EOUIVALENT
AT TOP OF POSTS.
02 FOR MANUAL INSTALLATIONS THE TRENCH SHALL BE A MINIMUM OF 4" WIDE
& 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL
TO FIT TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.
3Q WOOD POSTS SHALL BE A MINIMUM SIZE OF IVa" X IVa" OF OAK OR HICKORY.
40 SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE.
5Q CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING
LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ONE OF THE
FOLLOWING TWO METHODS: A) OVERLAP THE END POSTS AND TWIST, OR
ROTATE, AT LEAST 180 DEGREES, B) HOOK THE END OF EACH SILT FENCE
LENGTH.
GEOTEXTILE
FABRIC
FLOW DIRECTION
EXCESS
FABRIC
TRENCH DETAIL
TIEBACK BETWEEN FENCE
POST AND ANCHOR
SILT_
FENCE
FLOW DIRECTION ,
ANCHOR STAKE I
MIN. 18" LONG LI
SILT FENCE TIE BACK
(WHEN REOUIRED BY THE ENGINEER)
SILT FENCE
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED
4-29-05 /S/ Bath Cannuatra
DATE CHIEF ROADWAY DEVELOPMENT ENGINEER
FHWA
l�
i.: Iff sransin I]lu'parta►errt aF Transpartatiarr
EROSION MAT CLASS III TYPE B - Bid Item 628.2033
Date last edited: 5/16/2017
MANUFACTURER aRnni irT
Bonar Civil Products
Enkamat 7010
Bonar Civil Products
Enkamat 7018
Maccaferri
MacMat N10
MAT URBAN CLASS i TYPE B -
MANUFACTURER
American Excelsior
Ero-Guard
Erosion Control Blanket
PRODUCT ***
Curlex NetFree
EG-2S NN
S32BD
Kansas Erosion Products IS2 Natural
*** - Note: Urban Mats must be 100%organic.
MIN. ANCHOR FREQUENCY
1.9
2.5
1.7
1.2
11 of 35
a- Lyiscansin ❑epartment of Transportation
Additional Criteria -
B Class 1 —
o Photo- or bio-degradable netting and stitching is allowed provided it can hold the parent material
in place for at least 6 months, and is not used in installations after September 1 of a given year
o Netting shall comprise no more than 15% of the total mat weight
o Bonding of the netting and parent material shall be sufficient to prevent separation of the two
components
o Type B mats may be used in lieu of Type A at the contractor's option, with no additional cost to
the Department
■ Class 1 Urban —
o Bonding of the netting and parent material shall be sufficient to prevent separation of the two
components
o Mat and installation shall be able to sustain moderate foot traffic without damage or presenting a
safety hazard to pedestrians
o Anchoring devices for Urban mats shall:
a Be completely biodegradable per ASTM D6400 specification and D5338 testing
W Contain no petroleum -based materials
■ Pose no soil or water contamination risk
Not be made of metal or solid wood
• Maintain anchorage capacity for a minimum of 2 months and degrade substantially within
4 months with soil temperature above 532F
* Be barbed or shaped to enhance mechanical anchorage
o Type B mats may be used in lieu of Type A at the contractor's option, with no additional cost to
the Department
■ Class 2 —
o Netting shall comprise no more than 15% of the total mat weight
o Bonding of the netting and parent material shall be sufficient to prevent separation of the two
components
o Type B mats may incorporate photo- or bio-degradable netting and stitching provided it can hold
the parent material in place for at least 6 months, and are not used in installations after
September 1 of a given year
o Type C mats for use in environmentally sensitive areas where animal entrapment is a concern
o Class 2 Types B & C shall have the following properties:
■ Maximum water absorption of 300% by weight per ASTM D1117
■ Maximum swell (wet thickness change) of 30% per ASTM D1777
Minimum lignin content equal to or greater than 33% per Klason method'
1 Technical Association of the Pulp and Paper Industry Test Method for Acid Insoluble Lignin in Wood Pulp, T222 om-98
2. EROSION MAT -
General -
WisDOT defines "erosion mat" (Erosion Control Revegetative Mat, or ECRM) as a manufactured blanket or mat
that is delivered to the work site in rolls or strips. These are for temporary erosion control during vegetation
establishment. Turf Reinforcement Mats (TRM) are also classified in this category, and are for use as permanent
root zone reinforcement under higher shear applications.
Classification and Primary Acceptance Criteria -
Min.
Thickness'
(in)
Max. C
(cover)
Factor
ASTM D6459
Min. Perm.
Shear (psf)
ASTM D6460
Max.
Slope
Channel
use
Netting (Non,
Single,
Double, Any,
TRM)
Organic/
Synthetic/
Either
CLASS 1
Type A
0.25
0.10
1.0
2.5:1
No
1 Non or Single
Either
Type B 10.25
0.10
1.5
2.0:1
Yes
Double
Either
CLASS 1, URBAN
Type A
0.38
0.20
1.02
4:1
No
Any
Organic
Type B
0.38
0.10
1.0
2.5:1
No
I Any
Organic
CLASS 2
Type A
0.25
0.10
1.5
2:1
Yes
Single
Organic (Jute)
Type B
0.25
0.10
2.0
2:1
Yes
Any
Either
Type C
0.25
0.10
2.0
2:1
Yes
Any
Organic
CLASS 3
Type A
0.25
0.10
2.0
2:1
Yes
Any
Either
Type B
0.4
0.20
2.0
2:1
Yes
TRM
Synthetic
Type C
0.7
0.20
3.5
2:1
Yes
TRM
Synthetic
Type D
0.7
0.20
5.0
1:1
Yes
TRM
Synthetic
1. Guideline; flexibility exists on this parameter depending on evaluation and test results
2. No minimum permissible shear for netted products
3. Sod reinforcement only
4. 1/2" max opening for woven
See FDM 10-5-35 and 10-10-15 for further information on applications:
http://wiscon si ndot,pov/rdwy/fd m /fd-10-05. Rd#
http://wisconsindot.gov/rdwy/fdm/fd-10-10.pdf
0
FDM 10-5 Attachment 35.2 Slope Erosion Control Matrix
SLOPE EROSION CONTROL MATRIX
SLOPE
TYPE OF EROSION
15:1
orflatter(7)
4:1
3:1
26:1
2:1
1:1
CONTROL
SLOPE
LENGTH
SLOPE
LENGTH
SLOPE
LENGTH
SLOPE
_ENGTH
SLOPE LENGTH
SLOPE
LENGTH
[-30
30-60
�o- Im
0-30r
30-
>c-13Q
a-3x
30-60
W-I33
[-3Q'
30-60'
W- 130
0-30' 30-e0r
>o-iM
0-30'
30-601so-
12o
REMARKS
Seed with properly anchored
mulch
single netted light duty (WIsGOT
C lass I Type A) erosi3n mat
■ ■
■ ■
I ■ ■
■ ■
IN■
■ ■
Ligl-tduty single nettad 10D%
biocegradeable ON is)OT Urban
Use only 100% biodegradeable
anchors for urban mats.
Type A) erosion mat
LigFtduty double netted 100%
biocegradeable (UU is)OT Urban
Typa B) erosion mat
8 ■ ■
Moll
■ IN
Use only 100% biodegradeable
anchors for urban mats.
9onded Mulch ON i1DOT Typc A Soil
Stabilizer)
■ ■
■ ■
■ ■
iMav be applied over Class III Type B.
C, or D nats in pace of e•osion control
revs ett-tion mall.
PotymerClMisDOT Type B Sol
Stabil¢erj
Lsed
a3:1
in o)Nunotion
slope.
Stand
with other
alone
BMPs
use appropriatefo•
effective
earthen
up to
a2:1 slope.
stock
Not
pies, temForary,
effective
n
and
sand. When
late season applications
used alone
effective
up to
Double netted light dAy(WisDOT
L: lass I I ype a) a ros i3 n mat
■ ■
■ ■
■ ■
■ ■ ■
■ ■
■ ■
fC'�
-
MENEM
Sod
■
■■
■ ■
1■■■■
■■I
Mecium duty coconus erosion mat
(WisDOT Class II Type B or Q
■ ■
■ ■
■ ■
1 ■ ■
■ ■
■ ■
■
■ ■
Sod reinforced with a double jetted
_juteCWisD0T Class II Type A)
■ ■
■ ■1
■ ■
mono
■ ■
■ ■
1 ■ ■
Sod stakes required. Two bid iterrs
ero{ion mat
needed.
H easy duty synthetic eras ion s:ontroI
rev egetation mat (WU DOT Class III
■ ■
■ ■11
■ ■
■ ■
■ ■ 1
■ ■
1 ■ ■
ism'som
I IN NINE
Insi
Germination map be a problem with
I
T s A)
I
I
Class III Type Amats
R iplap
■ ■
■ ■1
IN ■
9 ■ ■
■ ■
■ ■
I ■ ■
■ ■
■ ■ 0
1 ■ NINE
111
■ 0
Angle of repose must be considered,
see FDN Chapter 13.
H eavy d uty synth eti c tu rf
relrrorcement(Wisou I wass III
■ ■ ■
■ ■
■ ■
■ ■
■ ■
■ IN 11
IN ■
■ ■
■ ■
■ ■
■ ■
I ■ ■
A rail rtabil'¢or o- ECRMnvill bo
Type B or C; mat
required for initia erosion protection.
H eavy d uty Wnth eti o tu rf
relrYorcement (WIsUOT Clas{ III
Typa D) mat
0 ■ 0
IN ■
■ ■
0 IN MINN
■ IN t
1■ ■
■ ■ 1
■ ■ N
s I■
1 ■ IN■
■
A soil stabilizer o• ECRMnuill be
requiredfor initia erosion protection.
Slope paving or groused riprap
■ ■ 0
■ ■
■ ■
■ ■
■ ■ I
■ ■
soon
no
wool
1 ■ NINE
ongionOm
■ 0
001100
■ ■
■ ■ SOnhI
Conside• clear zcne requirements,
use in limited circumstances such
as overflow areas near br dges.
May 15, 2019 Attachment 35.2 Page 1
Exhibit#4
Section 630 Seeding
630.1 Description
�,�This section describes preparing seed beds and furnishing and sowing the required seed on slopes,
appurtenances,and other areas,and on borrow pits and material disposal sites.
�z�This section also describes furnishing and sowing temporary seed mixture on the slopes and
appurtenances of temporary embankments and roadways.
630.2 Materials
630.2.'I Seed
630.2.1.1 General
Use seed within one year of the test date appearing on the label.
�Seed mixtures 70,70A,75,and 80 contain wild type forbs and grasses.Wild type is defned as seed
that is derived directly from native,wild stock,including seed that was wild collected and placed into
production or has been harvested directly from native stands.
630.2.1.2 Purity and Germination
���Test seed for purity,germination,and noxious weed seed content according to the Rules for Testing
Seed,published by the Association of Official Seed Analysts.
Add 630.2.1.2(2)to define PLS and reference the CMM for sowing rate and measurement calculafions.
Percent live seed(PLS)is determined by multiplying the percent purity tinies the percent germination.
Determine sowing rate and measure mixtures containing PLS as described in CMM 6-40.3.4 to ensure
the correct quantiry of viable seed of each species is applied.
630.2.1.3 Inoculation
�,�Inoculate legume seed(white clover,red clover,alsike clover,partridge pea,purple prairie clover,
Canada tick-trefoil,and lupine)unless pre-inoculated by the vendor.Follow the inoculation instructions
that come with the culture purchases.If applying the seed according to method B,630.3.3.3,treat
seeds requiring inoculation with 5 times the quantity of inoculant recommended in the instructions.
�2�Avoid exposure of the culture or inoculated seed to the sunlight;do not exceed 1/2 hour exposure.
630.2.1.4 Storing Seed
�,�Store seed delivered before use in a way that protects it from damage by heat,moisture,rodents,or
other causes.Discard and replace any previously tested and accepted seed that becomes damaged.
630.2.1.5 Seed Mixtures
630.2.1.5.1 Permanent
630.2.1.5.1.1 Composition
�,�Seed mixtures for the right-of-way and easements shall,unless specified otherwise,be composed of
seeds of the purity,germination,and proportions,by weight,as given in table 630-1 and table 630-2.
�s�Use seed of the species and varieties listed below.If no variety is listed,there will be no restriction on
the variety furnished,except as follows:
1.Pure live seed(PLS)species shall contain no named or improved varieties and be grown in Wisconsin,
northern Illinois,northeastern lowa,or eastern Minnesota.Use out-of-state seed grown in one of the
following counties:
1.1 From northern Illinois:
Boone Bureau Carroll Cook De Kalb Du Page Grundy Henry
Jo Daviess Kane Kendall Lake La Salle Lee McHenry Ogle
Putnam Rock Island Stevenson Whiteside Will Winnebago
1.2 From northeastern lowa:
Allamakee Benton Black Hawk Bremer Buchanan Cedar Chickasaw Clayton
Clinton Delaware Dubuque Fayette Floyd Howard Jackson Johnson
Jones Linn Mitchell Muscatine Scott Winneshiek
1.3 From eastern Minnesota:
Aitkin Anoka Carlton Carver Chisago Dakota Dodge Fillmore
Goodhue Hennepin Houston Isanti Kanabec La Sueur Mille Lacs Mower
Olmsted Pine Ramsey Rice Scott Sherbume Steele Wabasha
Washington Winona Wright
Effective with the Decemher 2019 Letting 389 2020 Standard Specifcations
, 2 PLS for seed mixtures 70, 70A, 75, and 80 shall be packaged separately by species and clearly labeled
with the vendor's name, species common and botanical names, gross weight, percent PLS, year of
harvest and any specialized treatments that have been applied to ensure or enhance germination.
3. Minimum percent purity for native for species is 90 percent. If a listed species is not available, substitutions
may be made with engineer's approval and must be documented.
�3� Mix native species on the project; clean and debeard seed with awns or excessive hairs before mixing.
SPECIES COMMON NAME SPECIES BOTANICAL NAME ACCEPTABLE VARIETIES
Kentucky Bluegrass Poa pratensis Low Maintenance
Red Fescue Festuca rubra Creeping
Hard Fescue Festuca ovina Improved
var. duriuscula
Tall Fescue Festuca arundinacea Improved turftype
SaR Grass Puccinella distans FuIPs
Puccinella distans Salty
Redtop Agrostis alba
Timothy Phleum pratense
Canada Wild Rye Elymus canadensis
Perennial Ryegrass Lolium perenne
Perennial Ryegrass Lolium perenne Improved Fine
Annual Ryegrass Lolium multiflorum
Alsike Clover Trifolium hybridum
Red Clover Trifolium pratense
White Clover Trifolium repens
Japanese Millet Echinochola crusgalli
var. frumentacea
Annual Oats Avena sativa
Agricultural Rye Secale cereale
Winter Wheat Triticum aestivum
Revise table 630-1 to require more red fescue and/ess perennial ryegrass to promote germination.
TABLE 630-1 HIGHWAY SEED MIXTURES
PURITY GERMINATION MIXTURE PROPORTIONS (in percent)
SPECIES minimum % minimum %
NO.10 N020 N0.30 N0.40 NO.60
Kentucky Bluegrass 98 85 40 6 10 35
Red Fescue 97 85 25 15 30 30
Hard Fescue 97 85 24 25 20
Tall Fescue 98 85 40
Salt Grass 98 85 15
Redtop 92 85 5
Timothy 98 90 12
Canada Wild Rye PLS 10
Perennial Ryegrass 97 90 20 15
Improved Fine g6 85 20 15
Perennial Ryegrass
Annual Ryegrass 97 90 30
Alsike Clover 97 90 4
Red Clover 98 90 4
White Clover 95 90 10
Japanese Millet 97 85 20
AnnualOats�" 98 90 20
�'� Substitute winter wheat for annual oats in fall plantings started after September 1.
Effective with the December 2019 Letting 390 2020 Standard Specifcations
, TABLE 630-2 NATIVE SEED MIXTURES
PURITY MIXTURE
PROPORTIONS
SPECIES SPECIES BOTANICAL NAME & in percent
GERMINATION
minimum % NO. NO. NO. NO.
70 70A 75 80
Canada Anemone Anemone canadensis PLS 2
Butterflyweed Asclepias tuberosa PLS 2
New England Aster Asternovae-angliae PLS 2 2
Partridge-pea Chamaecrista (Cassia) fasciculata PLS 2
Purple Prairie Clover Dalea (Petalostemum) purpurea PLS 2 2 4
Canada Tick-trefoii Desmodium canadense PLS 2
Flowering Spurge Euphorbia corollata PLS 2
Wild Geranium Geranium maculatum PLS 2
� Western Sunflower Helianthus occidentalis PLS 3 2
w
� Rough Blazingstar Liatris aspera PLS 2
� Prairie Blazingstar Liatris pycnostachya PLS 2
Lupine Lupinus perennis PLS 3
Wild Bergamot Monarda fistulosa PLS 2
Horse Mint Monarda punctata PLS 2
Yellow Coneflower Ratibida pinnata PLS 2 2
Blackeyed Susan Rudbeckia hirta PLS 1
Showy Goldenrod Solidago speciosa PLS 2 2
Spiderwort Tradescantia ohiensis PLS 2 2
Golden Alexanders Zizia aurea PLS 2
Big Bluestem Andropogon gerardi PLS 15 15 10
Sideoats Grama Bouteloua curtipendula PLS 15 20 20 25
Canada Wiidrye Elymus Canadensis PLS 15 15 35 23
� Slender Wheatgrass Elymus trachycaulus PLS 20
cwn Junegrass Koeleria macrantha PLS 5
�
� Annual Ryegrass Lolium multiflorum �" 10 10
� Switchgrass Panicum virgatum PLS 10
Salt Grass Puccinella distans �'' 2
Little Bluestem Schizachyrium (Andropogon) scoparium PLS 15 20 10 10
Indiangrass Sorgastrum nutans PLS 15 10
� Sky Blue Aster ster azureus PLS �z� �2j
w
� White Wild Indigo Baptisia leucantha PLS �z� �z�
O
�` Pale Purple Coneflower Echinacea pallida PLS �2� �2�
w
�
z White Prairie Clover Petalostemum candidum PLS �z� �2�
�
� Stiff Goldenrod Solidago rigida PLS �z� �2�
J
Q Hoary Vervain Verbena stricta PLS �z� �2�
�1� Provide the minimum purity and germination specified in table 630-1 .
�2� The contractor may, if the engineer approves, substitute an alternate forb for a required forb that is not
available using the same percentage as specified for the required forb. Use a different alternate forb for each
unavailable required forb. Provide documentation showing that a required forb is not available before using an
alternate.
Effective with the December 2019 Letting 391 2020 Standard Specifications
630.2.1.5.1.2 Mixture
m Use seed mixtures that meet with the engineer's approval and conform to the following:
- No.10 where averege loam,heavy clay,or moist soils predominate.
- No.20 where light,dry,well-drained,sandy,or gravelly soils predominate and for all high cut and fll
slopes generally exceeding 6 to 8 feet,except where using No.70.
-No.10 or 20 on all ditches,inslopes,median areas,and low fills,except where using No.30 or 70.
-No.30 for medians and on slopes or ditches generally within 15 feet of the shoulder where a salt-tolerant
turf is preferred.
- No.40 in urban or other areas where a lawn type turf is preferred.
-No.60 only on areas,the contract designates or the engineer specifies.Use it as a cover seeding for
newly graded wet areas or as a nurse crop for specified wetland seed mixtures.The conhactor shall not
apply it to flooded areas.
- Nos.70 and 70A on slopes and upland areas the contract designates or the engineer specifies.Use seed
mixture No.70 on loamy soils and seed mixture No.70A on sandy soils.
- No.75 where native grasses are desired for erosion control.
-No.80 on inslopes where a salt tolerant seed mix containing native grasses is desired.
630.2.1.5.2 Temporary
�,�Under the Seeding Temporary bid item,use a temporary seed as follows:
SPECIES %MINIMUM PURITY %MINIMUM GERMINATION
Annual Oats 98 90
Agricultural Rye 97 85
Winter Wheat 95 90
Use oats in spring and summer plantings.Use winter wheat or rye for fall plantings started after
September 1.
630.2.1.5.3 Nurse Crop
„�If seeding bare soil with either mixture 70,70A,75,or 80,indude the Seeding Nurse Crop as follows:
SPEGES %MINIMUM PURITY %MINIMUM GERMINATION
Annual Oats 98 90
Annual Ryegress 97 90
Winter Wheat 95 90
�z�When a nurse crop is required for spring seeding before June 15,or if the engineer allows seeding
between June 15 and October 15,use annual oats.For fall seeding after October 15,use winter
wheat,or annual ryegrass.
Delete 630.2.1.5.1.4 6ecause all distur6ed areas now use the same seed.Add 630.2.2 to specify water for seeding.
630.2.2 Water
���Furnish clean evater,free of Impunties or substances that might injure the seed.
630.3 Construction
630.3.1 General
�� Perform seeding when and as the engineer dlrects or allows Provlde protective cover within 24 hours
after sowing.The engineer may direct or allow covering wi[h mulch as specified in 627,erosion mat as
specified in 628,or using other contract bid items.
;�,If using Nos 60.70 and 70A mixtures,do not seed between June 15 and October 15 unless the
engineer allo�.vs-
630.3.2 Seed Bed Preparation
�,�Complete grading,shouldering,topsoiling,and fertilizing,if part of the work under contract,before
permanent seeding,except the contractor may place the fertilizer and seed mixture in one operation if
using equipment designed far the purpose.
�z�Just before seeding,work the area being seeded with discs,harrows,or other appropriate equipment
to obtain a reasonably even and loose seedbed.Place topsoil as specified in 625.3.3.
Effective with the Decemher 2019 Letting 392 2020 Standard Specifcations
630.3.3 Sowing Methods
630.3.3.1 General
�,� Select the method of sowing from either method A, method B, method C, or an appropriate
combination of inethods A, B, and C. Obtain the engineer's approval for the sowing method and
specific procedures used for each seed mixture used before sowing that mixture.
630.3.3.2 Method A
�,� Sow the selected seed mixture using equipment adapted to the purpose, or by scattering it uniformly
over the areas to be seeded. Lightly rake or drag to cover the seed with approximately 1/4 inch of soil.
After seeding, lightly roll or compact the areas using suitable equipment, preferabiy the cultipacker
type, when the engineer judges the seedbed too loose, or if the seedbed contains clods that might
reduce seed germination. The contractor shall not roll slopes steeper than 1:3.
�z� If scattering seed by hand, perform this work with satisfactory hand seeders and only when the air is
calm enough to prevent seeds from blowing away.
630.3.3.3 Method B
�,� Sow or spread the seed upon the prepared bed using a stream or spray of water under pressure and
operated from an engineer-approved machine designed for that purpose. Place the selected seed
mixture and water into a tank, provided within the machine, in su�cient quantities that when spraying
the seed on a given area it is uniformly spread at the required application rate. During this process,
keep the tank contents stirred or agitated to provide uniform distribution. Spread the tank contents
within one hour after adding the seed to the tank. The engineer will reject seed that remains mixed
with the water for longer than one hour. The engineer will not require dragging or rolling.
630.3.3.4 Method C
i„ For spring seeding of seed mixtures 70 and 70A into existing ground cover, mow existing vegetation to
4 inches or less in height 2 to 4 weeks before seeding. Ten to 14 days after mowing, spray with
vegetation control herbicide conforming to 632.2.12.
�z� For fall seeding of seed mixtures 70 and 70A into existing ground cover, mow existing vegetation to 4
inches or less in height 4 to 6 weeks before seeding. Ten to 14 days after mowing, spray with
vegetation control herbicide conforming to 632.2.12. Retreat with vegetation control herbicide 10 to 14
days after initial application if live vegetation persists.
�3� Seed with a rangeland type drill with one or more seed boxes that can be calibrated independently to
deliver different sized seeds uniformly at the required rate and equipped with a rear-mounted press
wheel for each seed drop tube. If seeding into existing vegetation or thatch, use a rangeland type drill
equipped with a no-till attachment that can cut through the vegetation or thatch in front of the V disc
and seed drop tube. If the configuration of the area to be seeded allows, apply seed at 1/2 the
specified seed rate and apply the second 1/2 in a perpendicular direction.
630.3.4 Borrow Pits and Material Disposal Sites
�,� Seed borrow pits and material disposal sites off the right-of-way. Consult with the landowner or the
landowner's agent when selecting the seed mixture.
630.3.5 Seeding Rates
�,� Use the following sowing rate for seeds in pounds per 1000 square feet:
- No. 10 at 1.5 pounds
- No. 20 at 3 pounds
- No. 30 at 2 pounds
- No. 40 at 2 pounds
- No. 60 at an equivalent seeding rate of t5 pounds���
- No. 70 or 70A at 0.4 pounds
- No. 75 at an equivalent seeding rete of 07 pounds�'/
- No. 80 at an equivalent seeding rete of 0.8 pounds�'�
- Temporary seeding at 3 pounds
- Nurse crop seeding at 0.8 pounds
/�� Determine the actual seeding rate by multiplying the equivalent seeding rate by the sum of the unadjusted and
adjusted percentages of the various species in the seed mixtures as sown.
�z� The unadjusted percentage equals the minimum percent of purity and germination specified in the
table 630-1 and table 630-2.
Effective with the December 2019 Letting 393 2020 Standard Specifcations
�a� Obtain the adjusted percentage for each of the PLS species by dividing the specified percentage of
the species by the product of the percent of purity and the percent of germination for each of the PLS
species as delivered.
Add 630.3.6 to specify water for seeding.
630.3.6 Watering
,, If rainfall is not sufficient. keep seeded areas thorouyhly moist. Once the seed has germinated, do not
let the top inch of soil dry out until the grass is well estab!Ished Malntain soil moisture for 30 days
unless the englneer directs or allows other�vlse. Apply water In a man.ier�hat predudes washing or
erosion.
630.3.7 Establishment Period for Native Seeding
�,� During the growing season after planting seed mixture 70 or 70A, mow all seeded areas twice as the
engineer directs. Mow vegetation back to 6 inches when it has reached a height of at least 12 inches.
Revise 630.3.7 to add teasel and phragmites to the list of species requiring eradication.
�z� During the growing season after planting seed mixture 70 or 70A, eradicate the following species from
the seeded areas as soon as they become evident:
SPECIES COMMON NAME SPECIES BOTANICAL NAME
Musk thistle Carduus nutans
Spotted knapweed Centaurea maculosa
Canada thisNe Cirsium arvense
Bull thistle Cirsium vulgare
Field hindweed Convolvulus arvensis
Leafy spurge Euphorbia esula
Sweetclover Melilotus species
Wild parsnip Pastinaca sativa
Tease' Dipsacus species
Phragmltes Phragmites australis
�3� Eradicate by hand pulling or by applying a vegetation control herbicide conforming to 632.2.12 to
individual plants.
630.4 Measurement
630.4.1 Seeding
ru The deparlment will measure the Seeding bid items by the equivalent pound acceptably completed,
measured based on net weights of seed shipments or weighed on department-approved scales the
contractor furnishes. The department witl deduct quantities wasted or not actually incorporated in the
work according to the contract. The department will determine the equivalent pounds of seed furnished
and applied by dividing the actual pounds of seed applied by the sum of the unadjusted and adjusted
percentages, determined as specified in 630.3.5, of the various species in the seed mixture sown.
630.4.2 Watering
n, The department will measure Seed Water by the 1000 gallons acceptably completed, measured as the
volume indicated by engineer-approved meters or by the volume of tanks of known capacity.
630.5 Pa ment
Revise 630.5 to add the Seed Water bid item and specify separa[e payment for seed covering.
�,� The department will pay for measured quantities at the contract unit price under the following bid
items:
ITEM NUMBER DESCRIPTION UNIT
630.0100-0199 Seeding (mixture) L8
630.0200 Seeding Temporary LB
630.0300 Seeding Borrow Pit LB
630.0400 Seeding Nurse Crop LB
630.0500 Seed Water PAGAL
�s� Payment for the Seeding bid items is full compensation for providing, handling, and storing all seed;
for providing the required culture and inoculating seed as specifed; and for preparing the seed bed,
sowing, covering, and firming the seed. If the landowner does not want the pit or material disposal site
Effective with the December 2019 Letting 394 2020 Standard Specifcations
� seeded, or seeded with any of the mixtures allowed, the department will not pay for fertilization or
seeding of those areas.
�s, Payment for Seed Water is full compensation for watering seed.
�a� The department will pay separately for seed covering required under 630.3.1 as follows:
- Under the Mulching bid items as specified in 627.5.
- Under the Erosion Mat and Soil Stabilizer Type A bid items as specified in 628.5.
- Absent the appropriate bid items, as extra work.
Effective with the December 2019 Letting 395 2020 Standard Specifcations
- Section 629 Fertilizer and Agricultural Limestone
629.1 Description
„�This section describes furnishing and incorporating fertilizing material in the soil on areas of proposed
seeding or proposed sodding.
�z,This section also describes furnishing and incorporating agricultural limestone in the soil.
629.2 Materials
629.2.1 Fertilizers
629.2.1.1 General
n�Use feRilizers for seeding,sodding,or other planting that are standard commercial packaged or bulk
products in granular or liquid form conforming to Wisconsin statutes and the Wisconsin administrative
code chapter ATCP 40.Ensure that each container of packaged fertilizer is plainly marked with the
analysis of the contents showing minimum percentages of total nitrogen,available phosphoric acid,
and soluble potash.If furnishing the fertilizer in bulk,include an invoice in each shipment indicating the
minimum percentages of total nitrogen,available phosphoric acid,and soluble potash in the contents.
http://docs.leqis.wi.qov/statutes/staW tes/
httpl/docs.leais.wi.qov/code/admin code/atcp/020/40.pdf
�z�If using fertilizer with a total of nitrogen,phosphoric acid,and potash greater than 32 percent for rype A
or 50 percent for type B,apply them at a rate that provides equal nitrogen,phosphoric acid,and
potash.
629.2.1.2 Type A
;,�Type A fertilizer shall conform to the following minimum requirements:
Nitrogen,not less than._.........................................__......__................................._......................................16%
PhosphoricAcid,not less than........................................................................................................................6%
Potash,not less than.......................................................................................................................................6%
�z�The total of nitrogen,phosphoric acid,and potash shall equal at least 32 percent.
�a�Total nitrogen shall at least equal the sum of the phosphoric acid and soluble potash.
629.2.1.3 Type B
�„Type B fertilizer shall conform to the following minimum requirements:
Nitrogen,not less than...................................................................................................................................16%
PhosphoricAcid,not less than........................................................................................................................6%
Potash,not less than.................................................................................._.._................................._.._.....24%
�z�The total of nitrogen,phosphoric acid,and potash shail equal at least 50 percent.
629.2.2 Agricultural Limestone
�,�Conform to chapter 94.66 of the Wisconsin statutes and of the Wisconsin administrative code chapter
ATCP 41.Furnish limestone with a neutralizing index of not less than 40 or more than 109.
http://d ocs.l eq i s.wi.qov/sta tutes/statu tes/94
http:Udocs.leqis.wi.qov/code/admin code/atcp/020/41.pdf
�z�Before using,furnish a statement to the engineer indicating the index zone or grade of the limestone
for each deposit.
629.3 Construction
629.3.1 Fertilizer
629.3.1.1 General
in Uniformly apply the fertilizer selected for the seeding areas and incorporate into the soil by light
discing or harrowing.If applying granular fertilizer,ensure it is well pulverized and free from lumps.
�z�If incorporating fertilizer into topsoiled areas,the contractor may apply it just before,and in conjunction
with,final discing or harrowing,or if hand manipulating the topsoil,apply itjust before fnal raking and
leveling.
�a�If placing fertilizer on surfaces with no topsoil,prepare the soil by discing or harrowing to at least 6
inches deep and then incorporate the fertilizer as specified above.
�a�If sowing seeding areas by pressure sprayer,then fertilize by placing the required quantity of fertilizer
in the tank,mixing with the water and the seed,agitating constantly,and apply during the seeding
operation.If applying fertilizer this way then the department will not require discing and harrowing after
placement.
Effective with the December 2019 Letting 387 2020 Standard Specifcations
• �s� If fertilizing areas to receive sod, spread the fertilizer uniformly over the soil before sodding at the rate
specified below, and then work the fertilizer into the soil while preparing as specified for preparing the
earth bed in 631.3.1.
�s� If applying fertilizer for work specifed under 632, then apply the fertilizer as specified in that section.
629.3.1.2 Type A
�,� Apply fertilizer containing 32 percent total of nitrogen, phosphoric acid, and potash at 7 pounds per
1000 square feet, unless the contract specifies otherwise. For type A fertilizer that contains a different
percentage of components, determine the new application rate by multiplying the specified rate by a
dimensionless conversion factor determined as follows:
Conversion Factor= 32/New Percentage of Components
629.3.1.3 Type B
�,� Apply fertilizer containing 50 percent total of nitrogen, phosphoric acid, and potash at 7 pounds per
1000 square feet, unless the contract specifies othenvise. For type B fertilizer that contains a different
percentage of components, determine the new application rate by multiplying the specified rate by a
dimensionless conversion factor determined as follows:
Conversion Factor= 50/New Percentage of Components
629.3.2 Agricultural Limestone Treatment
�,� Unless the contract specifes othervvise, spread agricultural limestone over the contract-designated
areas at a uniform rate, measured in pounds per 1000 square feet, as follows:
INDEX ZONES 40-49 50-59 60-69 70J9 80-89 90-99 100-109
RATE 140 120 100 90 80 70 60
�z� To conveniently check the required application rate, ihe contractor may measure materiais used on a
volumetric basis, providing the conversion from weight to volume is determined from representative
samples of materials used.
�a� Incorporate the agricultural limestone with the required fertilizers into the soils in the designated areas.
The construction requirements applicable to fertilizers shall apply to those materials also.
629.4 Measurement
�,� The department will measure the Fertilizer bid items by the hundred pounds (CWT) acceptably
completed, measured based on an application rate of 7 pounds per 1000 square feet. The department
will not measure fertilizer used for the bid items under 632. The measured quantity equals the number
of hundred-weight (CWT) of material determined by multiplying the actual number of cwt. of material
incorporated by the ratio of the actual percentage of fertilizer components used to 32 percent for type
A and to 50 percent for Type B.
��� The department will measure Agricultural Limestone Treatment by the ton acceptably completed,
measured based on an application rate of 100 pounds per 1000 square feet and an index zone of 60-
69. The measured quantity equals the number of tons of material determined by multiplying the actual
number of tons of material incorporated by 100 and dividing by the application rate required for the
index zone of the material used.
629.5 Payment
�,i The department will pay for measured quantities at the contract unit price under the following bid
items:
ITEM NUMBER DESCRIPTION UNIT
629.0200- 0299 Fertilizer(type) CWT
629.1100 Agricultural Limestone Treatment TON
�z� Payment for the Fertilizer bid items is full compensation for providing, hauling, placing, and
incorporating in the work.
;ai Payment for Agricultural Limestone Treatment is full compensation for furnishing, hauling, placing,
and incorporating the required materials in the soil.
Effective with the December 2019 Letting 388 2020 Standard Specifcations
��S�ONSi,�, CONSTRUCTION EROSION AND SEDIMENT INSPECTION
- �� Wisconsin Department of Transportation
�� DT1072 2/2020
1 . Project Information
Project Engineer Project ID
Field Office Phone Roadway
Prime Contractor Description
EC Sub-Contractor County
2. Inspection Information
Inspector Name: Inspection Date: Weather:
Reason for inspection: ❑ Weekly ❑ >_ 0.5 in. rain in 24 hours ❑ Stage ❑ Other:
Estimated percent of project open and not landscaped:
Was the Prime Contractor present for inspection?
Were all project BMPs inspected, including BMPs on Contractor Disturbed Areas (equipment staging, material storage,
select sites, etc.)? (if no, explain)
General comments: (i.e. description of current phase of construction, schedule changes that may increase sediment
discharge, environmentally sensitive areas inspected for evidence of sediment, topics for construction update meetings,
etc.)
3. Project and Select Site, Best Management Practices (BMPs)
Modifications Required: YES NO N/A Modifications Required: YES NO N/A
Silt Fence ❑ ❑ ❑ Mulch ❑ ❑ ❑
Ditch Checks ❑ ❑ ❑ Erosion Mat ❑ ❑ ❑
Silt Screen ❑ ❑ ❑ Temporary Seeding ❑ ❑ ❑
Riprap ❑ ❑ ❑ Permanent Seeding ❑ ❑ ❑
Culvert Pipe Checks ❑ ❑ ❑ Sod ❑ ❑ ❑
Inlet Protection ❑ ❑ ❑ Grading Practices ❑ ❑ ❑
Turbidity Barrier ❑ ❑ ❑
Rock Bags ❑ ❑ ❑ Operations in Conformance with ECIP? ❑ ❑
Tracking Pads ❑ ❑ ❑ Other: ❑ ❑ ❑
Temporary Diversion Channel ❑ ❑ ❑ Other: ❑ ❑ ❑
Temporary Settling Trap/Basin ❑ ❑ ❑ Other: ❑ ❑ ❑
Dewatering Operation ❑ ❑ ❑ Other: ❑ ❑ ❑
Bypass Pumping Operation ❑ ❑ ❑ Other: ❑ ❑ ❑
Note: BMPs checked yes must have Sections 4 and 5 completed. ECIP conformance checked no requires explanation.
4. Description and Location of Issue
Item Description and Location of Issue (attach pictures if necessary)
❑ See Attached sheet for additional Description and Location issues or Comments
Within 24 hours of completing the inspection, the inspector shall provide the project leader with a copy of the
inspection report. Also, this completed inspection report must be posted on-site within 24 hours of completing
the inspection. Erosion control order form, DT 1074, must be used to document communication requiring
contractor corrective actions or mobilizations.
!
OpYional Additional Page for Description and Location of Issue
�Item Description and Location of Issue