61SE02.dgn 9/5/2008 2:02:40 PM User=SMCCANN

310 N. Lib

erty Street,

Morris, Illin

ois 6

0450

Phone: (8

15) 941-0

260 Fax: (8

15) 941-0

263

EB EB LAPLAN CODE:PLAN CODE:PLAN CODE: SE SE

PLAN CODE:PLAN CODE:

SOIL E

RO

SIO

N

AN

D

SE

DIM

EN

T

CO

NT

RO

L PL

AN

SE2

FF

VILLAGE OF NEW LENOX

STANDARD DETAIL

FOR

SILT FENCE

DATE: FEBRUARY 2004

SOIL EROSION\FABANCH.DWG

NO SCALE

FILTER FABRIC

DIRECTION OF FLOW

UNDISTURBED GROUND LINE

COMPACTED BACKFILL

6"

MIN’

NOTES:

1. TOP AND BOTTOM WIRES OF MESH SUPPORT SHALL BE MINIMUM GAGE NO. 9

2. INTERMEDIATE WIRES OF MESH SUPPORTS SHALL BE MINIMUM GAGE NO. 11

3. TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE

AREA TO BE PROTECTED. THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION

PERIOD AND REMOVED IN CONJUNCTION WITH THE FINAL GRADING.

4. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF ILLINOIS URBAN MANUAL MATERIAL

SPECIFICATION 592 GEOTEXTILE TABLE 1 OR 2, CLASS T WITH EQUIVALENT OPENING SIZE OF

AT LEAST 30 FOR NONWOVEN AND 50 FOR WOVEN.

5. FENCE POST SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM

SECTIONAL AREA OF 3.0 SQUARE INCHES.

6. THE MESH SUPPORT MAY BE OMITTED IF A MAXIMUM OF 5 FEET IS USED FOR POST

SPACING, OTHERWISE, POST SPACING MAY BE UP TO TEN FEET.

2’

MINIM

UM’

2’

MINIM

UM’

6"

MINIM

UM’

FASTENER (TYP.) MINIMUM

NO. 9 GAGE WIRE (3

EACH PER POST)

MESH SUPPORT

(6" SQUARE)

61SE02.DGN

12

REFFERENCE STANDARD DWG. NO.U.S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

ILLINOIS SEEET 1 OF 2

DATE 5-24-94

Project

Designed

Checked

Approved

Date

Date

Date

IL-530

EROSION BLANKET PLAN

5

1

2

3

3

3

Column

Row

4" Min

Staple

DETAIL 1

Terminal Fold

Jute Mesh Only

Terminal Fold

Excelsior Blanket

Erosion Control Paper

3" Min

6" To 12"

Staple

DETAIL 2

Junction Slot

Jute Mesh

Erosion Control Paper

Staples

12"

Junction Slot

Excelsior Blanket

Tamp Soil

Firmly

Staples 6"

12"

REFFERENCE STANDARD DWG. NO.U.S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

ILLINOIS SHEET 2 OF 2

DATE 3-1-95

Project

Designed

Checked

Approved

Date

Date

Date

IL-530

EROSION BLANKET PLAN

1. On erosion control paper, check slots, in ditch channel shall be

spaced so that one occurs within each 50’ on slopes of more than 4%

and less than 6%. Slopes of 6% or more, shall be spaced so that one

occurs within each 25’.

2. Staples to be placed alternately, in columns approximately 2’ apart

and in rows approximately 3’ apart. Approximately 175 staples are

required per 4’x 225’ roll of material and 125 staples are required

3. Erosion control material shall be placed loosely over ground surface.

4.All terminal ends and transverse laps shall be stapled at

approximately 12" intervals.

6"to 12"

6" to 12"

Staples

Staple

Tamp Soil

Firmly

Anchor Slot

Jute Mesh

Excelsior Blanket

Erosion Control Paper

Check Slot

Erosion Control Paper

DETAIL 3 DETAIL 4

4" Min

Staple

Jute Mesh

Erosion Control Paper

Be Butted Together.

DETAIL 5

6"

1" Min

12"

STAPLE DETAIL

Tamp Soil

Firmly

NOTES:

Do not stretch.

per 4’x 150’ roll of material.

12"

Lap Joint

Excelsior Blanket Shall

REFERENCE STANDARD DWG. NO.U.S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

ILLINOIS SHEET 1 OF 1

DATE 9-15-93

Project

Designed

Checked

Approved

Date

Date

Date

IL-610

PIPE OUTLET TO FLAT AREA

NOTES:

1.The filter fabric shall meet the requirements in material

specifications 592 GEOTEXTILE Table 1 or 2, class I, II or III.

2.The rock riprap shall shall meet the IDOT requirements for the

3.The riprap shall be placed according to construction specification

61 LOOSE ROCK RIPRAP. The rock may be equipment placed.

W

=2

W

=1

La =

Geotextile

d

AA

PLAN

SECTION A-A

Pipe Outlet To Flat Area

No Well-defined Channel

following gradation: RR , Quality .

REFERENCE STANDARD DWG. NO.U.S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

ILLINOIS SHEET 1 OF 2

DATE 8-18-94

Project

Designed

Checked

Approved

Date

Date

Date

IL-630

STABILIZED CONSTRUCTION ENTRANCE PLAN

NOTES:

1.Filter fabric shall meet the requirements of material specification

over the cleared area prior to the placing of rock.

2.Rock or reclaimed concrete shall meet one of the following IDOT coarse

aggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according

to construction specification 25 ROCKFILL using placement Method 1

and Class III compaction.

3.Any drainage facilities required because of washing shall be

constructed according to manufacturers specifications.

4.If wash racks are used they shall be installed according to the

manufactures specifications.

6"

Min

A

A

SIDE ELEVATION

Filter Fabric

Existing Ground

3’Existing

pavement

Mountable Berm

(Optional)

70’ Min 5:1 Slope

B

B

Wash Rack

(Optional)

10’

Min

10’

Min

70’ Min

14’

Existing

Pavement

Existing

Ground

Coarse Aggregate

Min*

* Must Extend Full Width

Of Ingress And Egress

Operation.

Positive Drainage

To Sediment

Trapping Device.

PLAN VIEW

10’ Min

592 GEOTEXTILE, Table I or 2, Class I, II or III and shall be placed

REFERENCE STANDARD DWG. NO.U.S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

ILLINOIS SHEET 2 OF 2

DATE 8-18-94

Project

Designed

Checked

Approved

Date

Date

Date

IL-630

STABILIZED CONSTRUCTION ENTRANCE PLAN

3"

Min

3"

Min

14’ Min

Filter Fabric

SECTION A-A

6’- 7"

Reinforced Concrete Drain Space

SECTION B-B

OF

RE

MA

RK

SD

AT

EN

O.

JOB NO.

FILENAME:

DATE:

SHEET

NO.

DA

TE

RE

MA

RK

S

5561

04/11/08

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18

NE

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NO

X, IL

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10

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08

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