HomeMy WebLinkAbout026-839-07-5207-LUP-2026-052PROJECT:
BOAT HOUSE
� 3-D PERSPECTIVE SOUTHEAST VIEW
\A-1
5 _ 3-D PERSPECTIVE NORTHWEST VIEW
A-1
4 EAST ELEVATION
All 114" = 1'"0"
2 '� SOUTH ELEVATION
A-1 1/4" = 1'-0"
NORTH ELEVATION
A-1 /4" = 1'-0"
FI 3-D PERSPECTIVE SOUTHWEST VIEW
A -I
( —6l 3-D PERSPECTIVE NORTHEAST VIEW
\A-1 /
3 WEST ELEVATION
\A-1/ 1/4" = 1'-0"
OWNER:
TOM DOLAN
ADDRESS
CONTRACTOR:
TOM DOLAN
CONTACT: TOM
PHONE:
E-MAIL: dolan.tom@comcast.net
q-(5 -!s' 5 8- ;' 751
REVISIONS
NO. 1 DATE DESCRIPTION BY
BID PLAN
AUGUST 25 2025
PLANS PROVIDED BY:
SCHWIETERS HOME DESIGN
1628 COUNTY HIGHWAY 10 N.E.
SPRING LAKE PARK, MN 55432
TEL: (763) 785-2105
SchHomDsgn@aol.com
DATE: 08/13/2025
DATE: 0812512025
JOB NO:02545
ELEVATIONS
DRAWN:DICK S.
CHECKED R.J.S.
SCALE: 114" m 1'-0"
PAGE NO: Aml
20'- T
-------------------
I
INT. CQNC.
FLOOR LEDGE
I
. F00TINO AND FOIINPAMN MATERLIII_S 1
] 2 %b'IT{LA'ItO.SIW p PLATE
2- S1LLsEAL I
' 3. �/�"ptryc�aR aDLrs w li•.u• o r. I
' a rllcxa•caNc. sTFM WAtL I
• I' uN0 TI G
TOT]• FDu TION HE1GIr1 I{�Ef[ [i!{AOEI
1 S' a 8" CON[: FTG wl) pm
f I
I
UNEXCAVATED GARAGE FOUNDATION
LAKE 610G FOOTING AND FOIINOAT 87N MATERIALS
I
1.27[GTRA1- TEO SILLP T
2. S1LL 9EI
a giVA17noN[aFMp^LaLG_
5 ] 7 CONc. FOua2al jfm I
10 CONC. I"051kOAtlON 4'-0•
5. 14-xg" WNC FTc G000 Est 2" INT. CONC.
FLOOR EDGE
I
I
3'- 10 112-
12' - 3'
M O OF 12'-0' O H GARAGE DOOR
20' - 0"
f- � GARAGE FTG PLAN
\A-2 1/2" = 1'-0"
3'- 10 112•
1
I
I
I
I
I
I
I
1
I
1
I
I
I
r
I
I
2a - 0-
waLL MArER ALs _
1- 7 112 CEPG
iQU p VERIF B 7
3. i12" PLYVtiOOD W1gI.L SHEATHINC3
4.2X6S UDs 0 1 "
A.s
b
MFGR DESIGN TRUSSES
24" O.C.
121-011 X T-0" O.H. DOOR
I
.Ay q 0' 12 0 q• 0,
' 1
2-8
3 2 X 12 HEADER
RIVER ROCK RIVER ROCK
STONE PILfJlF2S STONE P LARS
10 0' io v
— 2G 0
1 MAIN FLOOR PLAN
A-2 1/2" = 1 I-0"
PROJECT:
BOAT HOUSE
I
OWNER:
TOM DOLAN
ADDRESS
CONTRACTOR:
TOM DOLAN
CONTACT: TOM
PHONE: 612-210-1708
E-MAIL: dolan.tom@comcast.net
REVISIONS
NO. DATE I DESCRIPTION BY
BID PLAN
AUGUST 25 2025
PLANS PROVIDED BY:
SCHWIETERS HOME DESIGN
1628 COUNTY HIGHWAY 10 N.E.
SPRING LAKE PARK, MN 55432
TEL: (763) 785-2105
SchHomDsgn@aol.com
L(]A�0611812025
DATE: 08125/2025 DRAWN: DICKS.
JOB NO:02545 CHECKED R.J.S.
FLOOR PLANS
SCALE: 1/2" = 11•0"
PAGE NO:
A=2
ARE 910E FOOTING AND FO11N01ION MAIMOLs:
iffiwEp NL&PI.AiL
SILL
1 e x e• coNG. 51EAf wall
12` GONC. F011N❑ATION
c r n•_
s xn s
L 2 1 SECTION THRU GRADE LEVEL
�A-3! 3/8" = 1'-O"
3 SECTION THRU HILL
A-3 3/811= 1 %0"
2-v
OR
t za-a
. - 7' - a 316" 4' - 5 1/8" 7' - 9 wa,, /
JJ�1f1" X 12-4' f
Jai=cg 1s n r! l Ego p ° c-
11F+3r u�R R49f..s Ir:arNlFtc
r Nnr
TS S
a RO R1
' 6. R- L•EILIFIG L1LAT
2 X 10_BQI TOM CHCHF) ---
— 20' - (r
2"01 X PIMRNANisIt-
QA
_MATERIALu.
dN xa� G rs
7L63419F S
�._ iIG AIR C:i}LITES
1N1 1- A� $PAGE MIN
iNll SO
Y. 5 L 7l1 Y•
1 6. HOPE FI VENI
WALL MATERIALS
1, 1 112 CEDAR LAP SIDING
2- 1 -QUE WRM IV,ERIFYBRAN)
3. 112 PLYWOao WALL SHEATHING
4�2 X 6 ST'UDS. 0 16" O.C.
GRADE LEVEL
. � � E4OTING AND Pau7'IaA.T.I.4HiHATEw1o1 r .
rv: _ 1.2%a rFiE:AIF�o Sf1 PI.AIL.
,III( ,III/ R-SILI. SFAI.
3.�4ri�iEfUUrS a>a Q�i,• u�r:.
,,.Y-' B' CONE STEM m
IM
�TOTAi. F❑lNyf 1Al ION NEI�f-{L d�d'
1 s' x a'coNC FTC. 50011 PEI
1 SECTIONTHRU GRADE LEVEL WIDTH
A-3 3/81' = V-011
PROJECT:
BOAT HOUSE
OWNER:
TOM DOLAN
ADDRESS
CONTRACTOR:
TOM DOLAN
CONTACT: TOM
PHONE: 612-210-1708
E-MAIL: dolan.tom@comcast.net
REVISIONS
NO. DATE j DESCRIPTION I BY
BID PLAN
AUGUST 25 2025
PLANS PROVIDED BY:
SCHWIETERS HOME DESIGN
1628 COUNTY HIGHWAY 10 N.E
SPRING LAKE PARK, MN 55432
TEL: (763) 785-2105
SchHomDsgn@aol.com
DATE: 08118/2025
I DATE: 08125/2025 DRAWN: DICKS.
JOB NO:02545 CHECKED R.J.S.
SECTIONS
SCALE 3/8" = V.0"
PAGE NO.
A=3
A
Z
W
m
N
to
W
O
0
O
Z
5
ORDER OF SHEETS
Section No. 1
Title
Section No. 2
Typical Sections and Details
--8"RorrNe.- a
Fm IIHI-„,nIll 0! Quem illca--
•--%00"R hla- a
14&r Etauaaue 9uar,Rllas
Soctlon A
No
Section No. 5
Rlght of W.y Riet
Plan and ProRle
Sign Plataa
SBagan Ne, 7
8.eNar"s.9
Gaff vle�to
TOTAL SHEETS =
DESIGN DESIGNATION NWBE 2432
A.A.D.T. N/A
= N/A
A.A.D.T. N/A
= N/A
D.H.V.
= N/A
D.D.
= N/A
T.
= N/A
DESIGN SPEED
= N/A
ESALS
= N/A
CONVENTIONAL SYMBOLS
PLAN
CORPORATE LIMITS
PROPERTY LINE
LOT LINE
LIMITED HIGHWAY EASEMENT
EXISTING RIGHTOF WAY
— ----
PROPOSED OR NEW R/W LINE
SLOPEINTERCEPT
—
REFERENCE LINE
3W f0'
EXISTING CULVERT
- — — -
PROPOSED CULVERT
(Box or Pipe)
COMBUSTIBLE FLUIDS
�C I.I( ]�
MARSH AREA
Y'
L 1 1 i
WOODED OR SHRUB AREA 5�
THOMAS A & JENNIFER P DOLAN
TOWN OF SAND LAME
PLAN OF PROPOSED IMPROVEMENT
LAC COURTE OREILLES BOATHOUSE
(14338W THOROUGHFARE LN)
PRT GOV LOT 2, DOC #413384 OF DEEDS, SECTION 7, T39N, R08W
SAWYER COUNTY, WISCONSIN
NWBE PROJECT NUMBER
NWBE 2530
N Flo,
E-I I CID HILLI I : RDP.
1
E
r,
sin S RD
............. ......
I 31
T-41-N 1 63
..r. sy
C T� T 40 NPROJECT L I�
6
Y = 39020E
X = 636157 r RD
i E
N
pq
I r rlwr,
4+
i
o
DOLE
1�
0
I
}
PROFILE
"o
GRADE LINE
I
ORIGINALGROUND
MARSH OR ROCK PROFILE
_ ROCK
(To be noted as such)
9
SPECIAL DITCH
_ WBL�
31 i
m T-40-N
—
GRADE ELEVATION
T 39-N
CULVERT (ProRle View)
0
6 R
UTILITIES
VETCALr
ELECTRIC
— r
FIBER OPTIC
— FO —
a
GAS
— G —
SANITARYSEWER
— SAN —
rX
STORM SEWER
— ss —
TELEPHONE
T —
WATER
— w —
UTILITY PEDESTAL
POWER POLE
TELEPHONE POLE
fli
NWBE PROJECT OTHER PROJECT
PROJECT CONTRACT
NWBE 2530
s� E
i { A a crr
t
RgInJ L. 3'
::. ■ p .rr ��,, .....k.f.+', w.�. f..... " T-41-N
? T-40-N
SS LA 1 1 >r as t
.................... �.-... . t prr; i ... ............ .......
RD { � .IlRnv riv{1•r.' inm ,rf. ,
>� E � �►LISAus r.. � •farm rdl �� �r �
pill'.01ILt rib
r y trnr, e Iw sr
r....-.uusi TM _
z
L-
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Lr / .•1i}"
�rnnrur,m c. '�• +„r, 1 II .•• �} ..-•�r�r�:r• .....--
STONE MILL K
i 3&
RAYS RD 1 LAW. will DRE
RD g� � .li r ••%t
LAYOUT
SCALE i 2.OIM1
TOTAL NET LENGTH OF CENTERLINE = N/A
HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN
COORDINATE REFERENCE SYSTEM (WISCRS), SAWYER COUNTY,
NAD83 (2012), IN U.S. SURVEY FEET. POSITIONS SHOWN ARE GRID
COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES
ARE THE SAME AS GROUND DISTANCES. ELEVATIONS ARE REFERENCED
TO NAVD BB (2011). GPS DERIVED ELEVATIONS ARE BASED ON GEOID 12A.
ORIGINAL PLANS PREPARED BY
11�11lrLW:[E:
ACCEPTED FOR
FR" +
THOMASA.DOLAN -OWNER (DATE)
PREPARED BY
Surveyor NWBE- B.ZEMBO
Designer NWBE- G.COLBERT, PE
Project Manager NWBE - H. HARRINGTON, PE
J
rwI -- ♦ tw-< J:]V rm FLU tlT: b.LULBLNI FLU NAML:
CIIRI-EX® SEDIMENT LOG®. .... •
WOOD STAKE, SEE _ ............
DETAIL 3/4 do 4/4 - - .......... .
.. jig - - -
STAKE TO BE PLACED AT
TOE OF SLOPE, BOTH SIDES
CURLEX® SEDIMENT LOG®
DETAIL (NO BLANKET)
NO SCALE �4J
SEE DETAIL 6/4 FOR APLE
PATTERN ALONG EDGE
DGE�
CURLEX® SEDIMENT LOG®
WOOD STAKE, -
SEE DETAIL 5/4 •. 2�Q-
CHANNEL BLANKET, SEE
CURLEX STAPLE PATTERN
GUIDE FOR DETAILS '
STAKE TO BE PLACED AT
TOE OF SLOPE, BOTH SIDES
CURLEX SEDIMENT LOGS
DETAIL (WITH BLANKET)
NO SCALE 4
. �e
•SEE DETAIL 6/4 FOR
STAPLE PATTERN ALONG
EDGE
NOTES:
1. TRENCH OPTION IS MOST APPLICABLE IN LOOSE, UNCONSOLIDATED SOILS.
2. RECOMMENDED WOODEN STAKES ARE 1 1/8" X 1 1/8" X .5U" hUk 6", 9", AND 12"
CURLEX SEDIMENT LOGS.
3. RECOMMENDED WOODEN STAKES ARE 1 1/8' X 1 1/8" X 48" FOR 20" CURLEX®SEDIMENT LOGS.
4, CURLEX9 SEDIMENT LOGO SHALL BE OVERLAPPEf1 IN rMANNFLS REQUIRING MORE THAN
ONE UNIT ACROSS THE CHANNEL WIDTH (SEE DETAIL 7/17).
5. OVERLAPS SHALL NOT BE LOCATED IN CRITICAL AREAS SUCH AS CHANNEL CENTER, SIDE
SLOPE CHANNEL BOTTOM INTERFACE, ETC.
TEMPORARY DITCH CHECK - SEDIMENT LOG DETAIL
D=10"
CURLEX® SEDIMENT LOG®
WOOD STAKE
WOOD STAKE TO ONLY
PENETRATE NETTING,
NOT CURLEX® MATERIAL
CHANNEL
r BOTTOM
TRENCH -'
io
STAKE DETAIL
(BARE SOIL) (VN1TH TRENCH)
NO SCALE 4
NOTE: TRENCH OPTION IS MOST APPLICABLE IN LOOSE,
UNCONSOLIDATED SOILS
Curlex- Sediment Log- - Recommended Spacing in Channelized Flow
A.. Ii i-
STAPLES SHOULD BE
111 PARALLEL
DIRECTION OF FLOW
_.1 � 6-
. .. . . . . . . . . . : . . . .
3"
CHANNEL TERMINATION
PI AN
NO SCALE 4
DISTANCE BETWEEN CHANNEL CHANNEL X 100 = CURLEX® SEDIMENT
BOTTOMAND TOP OF INSTALLED /GRADIENT (� LOGO SPACING (ft)
CURLEX"SEDIMENT LOG (D)(ft)
RECOMMENDED PLACEMENT INTERVAL
BETWEEN CURLEX® SEDIMENT LOGO
SEE SHEET 26,
WOOD STAKE OR STAPLE TO DETAIL 6A/26
ONLY PENETRA�E NETTING,
Spacing Between Products (ft)
Channel
;radient (%
b In CurlexI
Sediment Lo ®
13 In Curlexl
Sediment Log®
I T In Cur ex
Sediment Lo ®
in u ex a imen
Log®
0.S
91.7
136.7
193.3
250.0
1
$
69.3
91.7
125.0
1.5
3tl,G
45.6
61.1
83.3
2
22.9
34.2
45.8
62.5
2.5
18.3
27.3
36.7
50.0
3
15.3
22.8
30.6
41.7
3.5
13.1
19.5
26.2
35.7
4
11.5
17.1
22.9
31.3
4,5
10.2 1
15.2
20.4
27.8
5
11.2
l3.7
18.3
25.0
5-5
8.3
12:4
16.7
22.7
6
7.ti
11-4
15.3
20.8
6.5
7.1
10.5
14.1
19.2
7
6.5
9.8
13.1
17-9
7.5
6-1
9. T
12.2
16.7
8
5.7
8:5
11.5
15.5
8.5
5.4
80
10-8
14.7
9
5.1
7.6
10-2
13.9
95 .
4.8
7.2
9.6
13.2
10
4.6
6.$
9.2
12.5
11
4-2
6.2
8.3
11.4
T2
3.8
5.7
7.6
10.4
13
3.5
5.3
7.€
9.6
14
3.3
4.9
6.5
8.9
15
3.1
A.5
6.1
9.3
16
7.9
4.3
5-7
7.8
17
2.7
4,0
7.4
111
2.5
3.8
5 1
6.9
19
2A
3.6
4.8
6.6
20
2.3
3.4
4.6
6.3
25
I.$
2.7
3.7
5.0
30
15
2.3
361
4.2
3-6
35
1-3
2.0
2,6
40
1.1
1.7
2.3
3.1
4S
1-0
1.5
2.0
2.8
50
0.9
IA
1.8
2.5
Notes:
L Sparingof CurlexSedImant Logs is calculated by:
Olstance between channel boaun1 and trip of installed Curlex Sediment Loj(1Q/Channelgmdlent
I%]I.100=Curlex SslSpacing dlment Log {ft)
2. Minimum Installed heights used for determining sparing values in table. Minimum installed heights of 6
In, 9 in, 12 in, and 20 In Curlex Sediment Logs are 5-ti in,1?.2 In, 11,0 in, and 15.0In, respecl.lvely.
SEE SHEET 26,
DETAIL 6A/26
ANCHOR DETAIL (PLAN VIEW)
OPTIONAL OVERLAPPING JOINT
NO SCALE G
2
PROJECT NO: NWBE 2530
FILENAME: W:\NWBE_PROJECTS\DESIGN\25
LAYOUT NAME - cd-01
HWY: 14338W THOROUGHFARE LN COUNTY: SAWYER I CONSTRUCTION DETAILS
n, .-„ ..., �,�.r,��- aeon Hair. PLOT DATE: 12/5/20252:07 PM PLOT BY G COLBERT PLOT NAME:
PLOTSCALE: 1 IN:10 FT
SHEET
2 SE
W ISDOT/CADDS SHEET 42
5
NOTES:
THIS IS NOT A PROPERTY SURVEY,
PLACE MINIMUM 4-INCHES OF TOPSOIL ON ALL GRADED AREAS.
DISTURBED AREAS BEYOND VEGETATED BUFFER SHALL BE SEEDED WITH WISDOT SEED MIXTURE NO. 40 OR
EQUIVALENTAT 5 LBS/1000 SF. DISTURBED AREAS WITHIN THE VEGETATED BUFFER SHALL BE SEEDED WITH NATIVE
WILD FLOWER MIX AS DETERMINED BY THE OWNER. LANDSCAPING TO BE COMPLETED WITHIN SEVEN DAYS OF
FINISHED GRADING.
ALL DISTURBED AREA SHALL BE SEEDED WITH A NURSE CORP OF ANNUAL OATS, ANNUAL RYEGRASS, OR WINTER
WHEAT AT 0.8 LBS/1000 SF.
ALL DISTURBED AREAS NOT COVERED WITH EROSION MAT SHALL BE MULCHED.
PLACE EXCESS EXCAVATED EARTH MATERIAL AT UPLAND SITE ON OWNERS PROPERTY. SEEDED WITH A NURSE CORP
OF ANNUAL OATS, ANNUAL RYEGRASS, OR WINTER WHEAT AT 0.8 LBS/1000 SF.
COMBINED PROPOSED BOATHOUSE AND EXISTING EARTH PATH VIEWING / ACCESS CORRIDORS EQUALS ALLOWABLE
TOTAL35-FT WIDTH.
CONTROL POINTTABLE
PT. NO. XCOORD. YCOO RD.. ELEV. DESCRIPTION
300 636180.487 390164.962 1293.587 BM /TOP OF WELL COVER
301 636209.321 390104.403 1292.159 CP/X IN PAVED DRIVEWAY
IMPERVIOUS SURFACE AREA SUMMARY
THOMAS a & JENNIFER P DOLAN
14338W THOROUGHFARE LN, STONE LAKE, WISCONSIN
IMPERVIOUS SURFACEAREA
EX.
POST -
CONDITION
CONSTRUCTION SF
HOUSE (INCLUDES OVERHANGS)
1,420
1,420
SHED (INCLUDES OVERHANGS)
74
74
ASPHALTDRIVEWAY
2,750
2,750
CONCRETE DRIVEWAY
-
_
CONCRETE PAVERS
104
104
CONCRETE FLUME
22
22
WOOD DECK
-
MISC.
BOATHOUSEW/STEPS AND LANDING
-
512
TOTAL
4,370
4,882
TOTAL LOTAREA (WITHIN 300-FTOF OH W M)
30,233
TOTAL% IMPERVIOUSAREA (WITHIN 300-FTOFOHWM)
14%
16%
IMPERVIOUS SURFACE IN EXCESS OF 15% REQUIRING
TREATMENT (POST -CONSTRUCTION)
348 SF
INFILTRATION BASIN VOLUME REQUIRED TO STORE PEAK
RUNOFF FROM 348 SF (2-YEAR, 24 HOUR RAIN EVENT) 9 CIF
ACTUAL IMPERVIOUS AREA DRAINING TO BASIN 1,800 SF
INFILTRATION BASIN VOLUME REQUIRED TO STORE PEAK
RUNOFF FROM 1800 SF (2-YEAR, 24 HOUR RAIN EVENT) 126 CIF
STORAGE VOLUME OF PROPOSED INFILTRATION BASIN 131 CIF
PROJECT NO: NWBE 2530 1 HWY: 14338W THOROUGHFARE LN
FILE NAME; W:\NWBE_PROJECTS\DESIGN\2530_DOLAN-LCO-BOATHOUSE-SAWYERCO\C3D-24\SHEETS\050201_PN-2530.DWG
LAYOUT NAME - DBH_pn-ol
SCALE, FEET
0 10 20
COO�TE4
O��tiL��s
akp°
Lac
P�FP01. �oPp\
SS
Vlti:�iid[�
9 cvKM A PAS 1
v
l
E11S�iNC'kP
kl
EDGE OF WATER
SURVEYED BY NWBE, INC.���'�
ff� 3 n 1
ELEV. ±1286.7, NOV. 13, 2025
r tiL
r it
- '; tQ� _
OHWM LINE r r
SURVEYED BY NWBE, INC.
ELEV. ±1288.1, NOV. 13, 2025
��1'
7 F�yF ,.,►
5L,qwINIEI{C _PT
PROPOSEDS.T69M WATER BASIN
k � �
�y
� 300
TOP B41N ELEV: 1290.7
# #'# #
OVLRFLO.V41, E[-iV.=1290.6'
i } # ti # 1 11
FLOOR ELEV.=1250.1'
SI�E SLOPES 6:1
� } � # '# # # +41 1
131. CF
.
�i d� 1-p•# f�
r1S41
I
•\�..
1
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1 1. l
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N I Z
oo o
Flo
10
y
I
Qii•�'
ti
I
LEGEND i 1\
U n u u # tl EROSION MAT URBAN CLASS I, TYPE B r
I
SILT FENCE I
I
-- — — RAIN GUTTER
I
I
SURFACE WATER FLOW I
1
I
m� TEMPORARY DITCH CHECK
I
I
I
I
COUNTY: SAWYER PLAN - DOLAN BOATHOUSE - LAYOUT- STORM WATER -EROSION CONTROL
PLOT DATE: 2/19/2026 10:12 AM PLOT BY: G- COLBERT PLOT NAME: PLOT SCALE : 1 IN:20 FT
SILT FENCE
DOUBLE ROW
AT 3' SPACING.
'f d
e
LAC COURTS OREILLES
RIFF. COt ULI R 1289.19'
Z]Y, 5l3f YARb
I 'SE`iB7{CK
SLOPE RAIN GUTTER TO
I'DRAIN TO SOUTH (TYP.)
I d
2` I, -
I
' I
I'
� wl
- I -
ml rn
olo
I
�t
I
0 301,
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,
I
I
I
I
I
I
I
F
I
SHEET
U
W ISDOT/CADDS SHEET 44
5
FILENAME: W;\NWRE PR@ECS 0FSiG%n30 P[][l1N-LC[rl5[]/1i rlVu�r=✓iwrpnw�wv-s•�wwrv�n�irn�r�r,��r•..-�»..
LAYOUT NAME - DBH_pr-01-AA
W ISDOT/CADDS SHEET 44
FDM 10-5 Attachment 35.1 Channel Erosion Control Matrix
CHANNEL EROSION CONTROL MATRIX
(Concentrated Flow Application)
DITCH GRADE
TYPE OF EROSION � � c:2% 2%- 4%
4%- 6% 6%- 9%* 9%- 12%*
CONTROL DEVICE U.Max. Len h ft. Max. Len th ft.
Max. Len h ft.'i Max. Length ft. Max. Len h ft.
d 30D f300 12DD 3UD f300 120D
30D 1500 1200 30D 000 1200 300 600 1200 REMARKS
An char mulch pe r sp ecificati ans.
See d with properly anchored mulch 0.f3
Install one ditch check for every 1 foatofdrop. Sodstakes
Sod ditch checks with s eed and mulch NIA INNINNI C
r equ ired.
Temp orary d itch ch ecks ( hay bal es or
Install one ditch check for every 2 feet of drop. Ma>d mu m 20D'
approved manufactured alternatives NIA MENNEN
spacing. Not recommended for slopes less than 1°r5.
lis ited i In the Uli is D OT PA
Upstream end must be buried. Add itiona I s od
Sod ditch liner 1.0
stakes required.
Double nwtted light duty MisDOT 1
w
Only mat type products alloed.
Class I Type B) erosion mat
Sod reinfor ced w ith a do ubi a netted
U pstream end m ust be b ur led. Add itiona I s od stale es r equ ired .
jute ON is D OT C I ass I I Type A) eras io In1.5
Two bid items needed.
mat
Use No. 2 coarse aggregate, railroad ballast, or breaker run.
Ston a or rock d itch ch ecks, or R o ck- N/A ■ [ ■ ■ 1 ■ ■ NINE
IN I nstal I one d itch check for every 2 feet of drop. Us a in
Filled Filter Sags
conjunationwith a channel lining.
Medium duty oocon ut erosion mat 2 0
WOMEN
(isDOT Class II Type B or C) ■ ■ ■ ■ ■
Heavy duty synthetic (WisD0T Class
Germination may be a problem with Class III Type A mats.
111 Type A) er osi on m at or turf 2.0 ■ ■ ■ I ■ ■ ■ ■ IN 1 ■ ■
An E C R M is req uir ed for initial erosi on pr otection f or C I ass I I I
reinforcement mat ON isDOT Class III
Type B mats.
Type B)
Heavy duty synthetic turf
An E C R M is required for initial erosion protection. Contact
reinforc ement ON is D 0 T C lass 111 Typ a 3.6 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
■ ■ ■ ■ ■ ■ m an ufacturer if h igh er s hears ar a need ed.
C) mat
Place tap c�dkrunstream ditch check level wlth bottom'of
R ipr ap ditch checks NIA ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
■ ■ ■ ■ ■ ■ upstream d tc h check. Use in conjunction with a channel
lining.
An E C R M is req uir ed for initial erosi on pr otection. C ontact
Heavy duty synthetic turf 6 ■ ■ I ■ ■ ■ ■ ■ ■
m an ufactur_r if h igh er s hears ar a need ed.
reinforc ement (C lass I I I Typ a D) mat
Light rip rap 4 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
■ ■ 1 ■ ■ ■ [ ■ ■ 0utfall ing, overtopping and scour needtobe
Medium r iprap 5 ■ ■ ■ NINE ■ ■ ■ ■ ■ ■
■ ■ ■ ■ ■ [ ■ ■ ■ ■ ■ ■ I IN ■ ■ ■ ad dress ed. Us a 2' m in im um ditch depth.
Heavy r iprap $ ■ ■ ■ ■ ■ ■ ■ ■ 1 ■ ■ ■ ■
■ ■ ■ ■ ■ [ ■ ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ ■ ■
R1prap measures -apply to all ditch
types. Use afthese measure requires en gin eeringjudgement and design.
n.
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)
J LL
m
DITCH GR.VE
TYPE OF=ROSION 2% 2%- 4% 4%- G% 6%S°'o* S°!o- 9245*
CONTROL DEVICE ¢ 6 Max. Lenh ft. Max. Length ft. Max. Length ft. Max. Length ft. Max. Length ft.
3D0 8Q0 12D0 30o Er70 12i7D 300 1500 12Do 3OD 000 12Do 30o 600 12D0
Grouted rip rap I NIA I ■ ■ 4 ■ ■ r ■ ■I ■ ■ o ■ ■ n ■ ■1 ■ ■ 4 ■ ■!■ ■ iiiill ■ ■ iiiii ■ ■ I■ ■ 4 ■ ■ ■ ■ ■I ■ ■
Ariculated Concrete Block T r e A
■ ■ ■ ■
■
■
■i■■
■ ■
Ariculated Concrete Block Type B
10
■■ ■■
■■■■■■
■ ■ ■
■ ■
Ariculated ConereteBlock Type C
15
■■ ■ ■
■ ■
■■■■
Ariculated Concrete Block Type D
M
■ ■ EMONEIIIIIIIIIIIII
inn*■
■ ■
■ i ■
■ ■
Ariculated Concrete Block Type E
3D
■ ■
■
■
Standard Ditoh SeAi on
R E MAR1<S
Ad dress outfalli ng, overtop pi ng and scour.
Line auith 0rotec:ile fabric Type "HR" (see Chap.
10. Const. Detail and speoial provsion). Use 2'
minimum ditch death.
q■ ■ ■ ■ AC Bs a pply to t1 I ditch typ es. Use of then e
■ ■ i ■ ■ ■ ■ ■ ■ ■ ■ ■ measures requites engineering judgement
■■■■ ■■ ■■■■ ■■ ■■■■ and design.
■■ ■S■■ ■■■■ ■■ 4 ■■■■
Er 3si on control for cite hes SL bgrad a sh ould er p)int.
ncc conforming to tfe typical Inslope4:1
at • ight, th at com plies vo ith D tch s lop a Var 4 to 15:1
F C M procedures 11.16-1 Figures
6 & 7, should be designed 1' Minimum
ac,,ord ing to F D M C hapter 13. T--1 Backs lope 4.1
l Y
Effective ra nge of devi ce for San dy or C layerl S oil:
D evic a aop lioab le, m ay n of be cast effective: ■ ■ ■ ■ ■ ■ ■ ■
" C " effe-tive for olayeyscil only
N of ap plicabi e. Us a in conj un ction w ith othe r BMPs:
ECRM-=rosion control reaegetation mat. All Class I and II mats are ECRMs.
TR M - Turf reinforcement -nat.
FDM- WisDOT Facilities Development Mar ual
B MP - Best Man agem ent P ractice
PAL- See NoteB
" F or d itch g rades over 9'A sp ecia l des ig n consi derati ons mat b e req uire d.
S oils t-iat are n of sa ndy s ho uld be treated as c lay soi Is.
NOTES
1) Ditch flow rates used tc develop bar chat are based on a 60 ft. right of wavfrom pavement
centerline and a 2-Yr. •ainfalI event for temporary liners of a 26-Yr. rainfall event for
permanent (Class I I I mat or ri prap) liners. If the drainage area e>den ds outside the 60 fo of
rig ht of w ay o r un us ual flows a re exp ected, use th e s hear stress colu mn values to
deter-ninethe suitablitr of a liner. See F D M procedures h Chapter 10 and
in Section 13-30-10.
2) Er as ion m ats sh all extend upsl ope 1 A it. m in. vertica Ihy fro m the ditch b ottcm o r 8l'
higher than the designflow depth. Theie shall be no joints within 18" of the low point.
3) Gost{hall be a consideration In the seleotlon ofthese devloes.
4) Ad d sed ime nt traps at the b ottom of channe I A open.
6) Referto F D M Chapter 10 for any channels exceedingthe imitss shown.
B) Apprcned materials for erosion products are referenced frcm the Wisconsin Department of
Trark; a ortation Er osi on C ontrol P rod uct Acceatah ilita Lkis (PAL). faun d at
hl�sllwisccir�si!icisl.gnvlPagesldainry-hu5lsnu consult mtslr.i75�[_rsr esllU�I5lpaVdeF�ult..i x
7) On Ion g or steep ch annels that req ui re a hig her class m at, us a the a ppr opri ate louver class
mat for the first 300 ft io 000 ft of th a than nel.
8) Effeclive Bros ion control involves m ini mizi ng th a amo unt cf tim a soi I is exp cs ed an d
the selection of a combination of practices, and not reliance on just one practice.
May 15, 2019
Attachment 35.1
Page 2
7
FI7)M 10-5 Attachment 35.2 Slope Erosion Control Matrix
SLOPE EROSION CONTROL MATRIX
SLOE
TYPE OF ER OSICN
COtaTIROL
6:1
GLOr'=
of flatter
LEta
(7)
OTI1
01-017E
4:1
LEta
0TI1
;LOr'E
3:1
LENOTI
I
OLOr'E
2.6:1
_Et40TI
I
OLOrE
2:1
LL14
OTI I
OLAr'E
1:1
1-040TI
I
11 -30'
S1-6C
-1 7
0-317
3G-60''4-1
i
0-30
3Cl-60
fs-1 i
Q-30
?4-ti0r"
- l }
0-30'
30-Ca17
0 1�]
0-3Q'
30-e0"
- 121
Seeduuilh properly anchored
■
■ ■
■ ■
■ ■
■ ■
■ ■
m i dnh
Single netted light duty(WisD0T
Class I Type A) a •os ion mat
Light duly single netted 1CO%
blodegrtdeable (%V isDOT Jrban
Type A) a ros ion nat
Lig ht d my do u b le n etted 100%
MM
biodegradeable (1U isDOT Jrban
■ ■
■ ■
■ ■
Type Bj a ros io n nat
bonded Mulch (UU1sVU I I ype A sal
Stabilizer)
■ All
Ur ad
a 3:1
■
■■
11111117,
it conjunction
slope.
■ ■
■
Stand
■ ■
22:1 rloaa.
stock
Not
pies, temporary,
QrfQcth+a
h
and
��
rand.
late season
Whan
applications
usad along
affaativa
up to
7
vvith
alone
■ ■
m
�thar 0MRr
use appiopriate
■ ■
affactva
■ ■ I
for earthen
up to
RolymorMisDO- Typa B Soil
Stabilizer)
Double netted light duty (WisDOT
Class I Type @) e-osIon mat
0■ 1
■ ■
■■
■■
■■
■■
0 ■■
■■■■
■ ■ 1
■ ■l
■ ■
Sod
7um
■ ■
Medium duty coconut erosion mat
(WisDO- ClassllTypeBorC)
hod relntorced with a doutle netted
jute 0XIsDOT Class 11 Type A)
■ ■
■ ■
■ ■
■ ■
■ ■
■ ■
■ ■
■ ■
erosion mat
H eavy d ity synth _ti o or oo i n oo ntrol
revegetttion mat,WisDOT Class III
■ ■
■ ■
■ ■
■ ■
■ ■
■ ■
■ ■
■ ■
■ ■
■ ■
■ ■
■ ■
Type A
R ip rap
■
■ ■
Ire
■ rr
■ ■ 011
a ■
■ ■
■ r
■ ■
a 0 1
low
■ ■
Heavy dutysynth atcturf
reinforcement (isDOT Class III
Type B v1 C) riiel
Heavy d .1ty synth ati c turf
reinforcement (UUisDOT Class III
Type D) mat
■ si■■i■■i ■■I■■ 01 ■*■■1■ ■ ■1■■Iy■ ■ ■ ■
slope ptvingorgrouted riprap Ion 11■■lill T■■i■■ ■■ ■■ ■■I■■1■■�■■t■■�■■l■■■�■■I am11 01
REMARKS
Us a only 1UU% blodagradeatle
archors forurban mats.
U_ a only 100% biodegradeatle
archors for urban mats.
May ba applied ovor C1.3--o 111Typa P.
C, or D ma-s in place of erosion contrc
reregetation malts.
Sodstakes required. Two bid items
needed.
Germination may be a problem with
Class III Type Amais
Angle of re3ose must be considered,
see FDM Chapter 13.
A soil stabi¢er or ECR M will be
required fo1 initial erasion protection.
A }oil stabi¢er or ECR M will be
required fo1 Initial erasion pratyation.
Consider clear zone requirements.
■ ■ ■ ■ Only use in limited circumstances such
.ac mra_rflnio Araac naar hrirllaac
May 15, 2019 Attachment 35.2 Page 1
FDM 10-5 Attachment 35.2 Slope Erosion Control Matrix
SLOPE EROSION CONTROL MATRIX (cont.)
Benches Cans ides benches uwhen outs exceed 20, bench at approximately 15'vertical intervals to collect and drain wate s. Treat benches as channels (ditches). Adjust
el-avatioris to provid4 drainage. Consider flurmas at transitions.
Intercepting embankments Used to intercept runoff from abutting lands. Flumes may be necessaryto directrunoff.
Siltfence Used attoe of slopes to interceptand detain small amounts of sediment
Temporary ditch checks or Erosion
bales Used atto-a ofslo p es to inte roe ptar,d data in small amounts ofs�diment
Slope drainsHlumes
May be neoessary on slopes (see channel matrixfor design guidance).
Sediment traps
Us ed to trap sediment laden runoff. Could be used at the inlet or outlet end of slope drain -
KEY:
N of applicable. Use in conjunction with other BMPs: 0
Effective range of device for Sandy or Clayey Soil:
Device applicable. may not be cost effective: ■ ■ ■ ■ ■
x Soils that are nots andy s hould be treated as clay soils.
EC RM - Erosion control revegetatio n mat. P4I Class I and II mats
are ECRMs.
TRM • Turf reinforcement mat.
F DM - W isDOT Facilities D evelopm ent Manual
PAL- See Note6
NOTES
1) Cost shall be a consideration in the selection ofthese devices.
2) Designers should review FDM Chapter'10 priorto selection of erosion mats.
3) Install interoe pting ditches to limits lope lengths to 16' vertical internals. (Se a FDM C hapter 1Q
4) Refer to FD M Chapter 10 for arty slopes exceeding the limits show n.
5) Approved materials for erosion products are referenced from the Wisconsin Department of
Traresaortatinn Erosion Control Product AeceotahiIftLkt (PAL) -found atthe
N.Ws; oallderauli asox
B) On steeper s lopes that require a higher class mat; use the appropriate louver class mat
or seed and mulch for the first 30 ft to CO ft of the slope.
7) Unless project conditions require otherwise, seed and mulch all slopes that are fiatterthan a 5%
grad e, regard less of length. If practicable, bench the slopes.
S) Effective erosion control irnrolves minimtzing the zmount of time sail is exposad and
then -election of combination of practices, and not relianoe on just one practice.
May 15, 2019
Attachment 35.2
Page 2
01
State of Wisconsin
� ` Department of Transportation
Vf 1R
EROSION CONTROL AND STORMWATER PRODUCT ACCEPTIBILITY LIST (PAL)
Last update: April 22, 2025 _ _ _ —
cts currently on the list: Send
NOTICE REGARDING ANNUAL REVIEW CYCLE AND DEADLINE: Annual submittal review cyle for this list runs from 4/1 to 3/31. Review of submittals received after 3/31 will default to the next cycle. For produ
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, and the manufacturing locaton is the same as the tested
material. Certifications not received by 3/31 may be removed from the list.
New Prndurt Submittals: Refer to the Erosion Control and Stormwater Product Acceptability List User Guide and Submittal Procedures available on the WisDOT website at the link below:
https://wisconsindot.gov/Documents/doing-bus/eng-consultants/cnsit-rsrces/tools/pal/pal-guide.pdf —
EROSION MAT URBAN CLASS I TYPE A - Bid Item 628.2006
MANUFACTURER
American Excelsior
American Excelsior
American Excelsior
Enviroscape
Ero-Guard
Erosion Control Blanket
Erosion Tech
Western Green
EROSION MAT URBAN CLASS I TYPE B - Bid Item 628.2008
MANUFACTURER
American Excelsior
American Excelsior
Ero-Guard
Erosion Control Blanket
Erosion Tech
Kansas Erosion Products
Western Green
Western Green
"Note: Urban Mats must be 100%organic.
PRODUCT"
AEC Premier Straw Single Net FibreNet
Curlex I FibreNet
Curlex 11 FibreNet
S1000BD
EG-IS N N
S 31BD
ETRS-1 BN
S75BN
PRODUCT"
MIN. ANCHOR FREQUENCY (if/SY)
1.9
1.1
1.1
1.7
2.5
1.7
1.7
1.7
MIN. ANCHOR FREQUENCY (0/SY)
EROSION MAT CLASS 11 TYPEA-Bid Item GZ8.2021 — — —
CLASS II TYPE A -Jute fiber only
l acceptance is based on manufaclurer certification of compliance and shall conform to section 628,2.2 of the Wisconsin Department
This netting is used for reinforcing sod. There is no approval list for this category. Project leve
of Transportation Standard Specifications.
EROSION MAT CLASS II TYPE B - Bid Item 628.2023
MANUFACTURER
EROSION MAT CLASS II TYPE C - Sid Item 6284027
MANUFACTURER
PRODUCT
Belton Industries
GeoCoir 700
Hanes Geo Components
Coirmat 780
Kansas Erosion Products
C100 Natural
MIN. ANCHOR FREQUENCY (
MIN. ANCHOR FREQUENCY (if/SY)
3.0
— — 3.8
3.8
Page 2 of 5
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