Attachment 2 APH Const Plans Sept 2 25.pdf

Corynn 4/1/2025

1 41

IV

APH

Wetland Restoration- ACEP

Sec 27 & 34 - T4S R 10W

Monroe

X

Index of Sheets

1. Cover Sheet

2. Cell #1 Plan Map 3-6 Cell #1 Details 7-11 Cell #1 Seed & Mulch

12. Cell #2 Plan Map 13-16 Cell #2 Details 17.-21 Cell #2 Seed & Mulch 22 - Cell #1 & #2 Seep Collar 23-25. Cell #3 Berm Repair 26-28 Cell #3 STR replace.

29-33 Cell #3 Seed & Mulch 34-39. Const. Spec / O&M

40. JULIE Form

41. PCC form

John Grab Ag. Eng 5-25 z1319 382.20--...._ tbm bndry pin

Borrow Ar.=_a ! ft Max Cut - _ 10:!

Side Slopes -and Structure '------Pipe

Cell ! Wetland Berm Elev. = 380. 0 0 ft Top Width = _!_ 6 . !

Front Slope -=_ i· !

Back Slope - .

! o ___ _

Scale in Feet

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35 ft

_2_6.ft_

Top of Settled Berm El 380.0

Auxiliary Spillway El _37JUL

Trash Rack toplog Maximum El]ZZ:Q

Inlet El.

Trash Rack

INLET ALTERNATIVE

TABLE OF QUANTITIES

llEM UNIT QUANTITY

Embankment Earthfill Cu. Yd. 1920 Cutoff Trench Earth fill Cu. Yd. 19

PVC Pipe-1.1L" Dia, SDR 21 Or Sch 40 L.F. 75

Control Structure J.Q__" Dia x 4 ft ' High, _ll" Weir Length Ea n

Ea

Ea

Ea 1

Antiseep Collar (Specify Material)

PVC or Rubber 6560 " X

PVC Pipe Elbow __ " Dia Trash Rack

Animal Ea 1

,-+-...-+-- Anti Seep Collars -----..

...c u ...c s:::::-+--' Cl) CL .._ Cl)

I- 0

::::: s::::: o·

El17..5..75

12 ft

10 ft __ 2._Q_ft_

,----+--Top Of Constructed Fill El.1§.<2..:!.

Allow lQ.% For Settlement

Earth fill ..,3__

8 ft

TYPICAL BERM CROSS SECTION

LOCATION PLAN

Sec. ____ . T. ____ . R. ___ _

B.M. Elevation 382•20

B.M. Description_B.o.undacy_Ein NW Property Line Along Rd

IN-LINE CONTROL

STRUCTURE

�-----1- _!Q�Dia PVC Pipe (See Note 2)

-- Animal Guard

Outlet Channel El ___ _

NOTES:

1. This drawing is valid for In-Line Control

Structures with an 18" pipe diameter and smaller .

2. Place structure and pipe couplers on a stable base. A stable base may be compacted earth, compacted fill sand, or a concrete pad. Extend the stable base no less than 1 foot around structure.

3. PVC Pipe must conform to ASTM Standard D 2241 or D 1785. Pipe material must be PVC 1120 or PVC 1220.

4. Excavated material placed around structure, spillway pipe and anti-seep collar must be hand compacted in 4 inch lifts to same density requirements specified for the adjacent embankment.

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Sheet of

Strip Vegetation to a minimum depth of 6" before placing earthfill Stripping Volume = 1615 cu. yd

3 ft

60 60

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Corynn.Henrichs Polygon

Corynn.Henrichs Line

John.Grab Line

~ Auxiliary Spillway A Sta 10+50 ----. I

Sta ___ _

A

Level Control Section

Outlet

Flow

Principal Spillway Pipe With lnline Control Structure enterline Berm

AUXILIARY SPILLWAY PLAN

lnket Grade 1-10 %

Auxiliary Spillway Level Control Section

Flow

PROFILE ON AUXILARY

SPILLWAY CENTERLINE

~ Auxiliary Spillway

\Existing Ground Line -

'rn' "mf"Tr.:;:;" I II h ~ m 11,,m,,,11w 1

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SECTION A-A

Outlet Grade _.1-=-1.0_%

Wetland Berm

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Cell 1 PROFILE -6 (3 (I) e C:

380 380 .-

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378 378 w 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 u V) c::i

Cell 1 PROFILE 2~ :r: n:::: ~ o_Wc::i <t: m ~ ~ 1-... L,_j

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9+30 9+60 9+90 10+20 10+50 10+80 11+10 11 +40 11 +70 12+ae2+10 ::::> C <C ~o cu·-

;1 c:::1o Cell 1 PROFILE -i::

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= Original Ground ttJO z:u = Settled Elevations rile NO.

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STR @ STA 3+80Cut Off Trench

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John.Grab Line

John.Grab Line

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= Settled Elevations

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370 370 _J 370 370 _J w u 2 360 360 :r: n:::: ~ 360 360 0+00 0+40 0+80 1 +20 1+60

0+00 0+40 0+80 1 +20 o_Wg:

Cell 1 Cross Section PROFILE <t: m ~

CEIi 1 @ Structure PROFILE 0 z

390 390 :s I-w

380 380

370 370 II) 0

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Cell 1 Borrow Area PROFILE ::::,U> .a-,C:

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Max Normal Pool Elev. = 376.5

Cell 2 Wetland Berm £/ev. = 379.5 Top Width = JO ft Front Slope = 6: J Back Sia e = 3:1

TOW Area 2 Cut = 1ft

Side Slopes--~

Borrow Area J Max Cut = J ft J 0: J Side Slopes

Pipe and Structure

Cell 2 Wetland Berm Elev. = 379.5 Top Width = JO ft Front Slope = 6: J Back Slope = 3: 1

200 0 200

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400 600

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379.5

377.5

376.5

375.0

375.0

374.5

10 ft

10 21 40

26 ft

23 ft

60 ft

3 ft 1410 1

PVC or Rubber 72 72

379.8

375.256 3

8 ft

12 ft

382.20

Boundary Pin NW Property Line Along Rd

Strip a minimum of 6 inches of vegetation before placing earthfill.

Stripping Volume = 1936 cu. yd

3 ft

C el l #

25 ft total length

Ft

10 J.

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John.Grab Line

John.Grab Line

5 5

1-10 1-10

Auxiliary Spillway Located along North Edge of field See Plan Map for Location Details

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Borrow Area 1 PROFILE o..._J ('-J

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380 380 0 z

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370 370 w s

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APH Wetland Cell 2

4 ?- ?&; ,-/um uraw1ng No.

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Wood Lumber Frame

Or Boards May Have 45· Cut Corner

OPTIONAL

Landowner APH w

_l!L_Dia.

1"x 4" Or 2"x 2'' Lumber Frame

A7

Pipe

ELEVATION

Location f l j

N

N

½" Minimum Width Stainless Steel Clamp And Connector

}f5" Thick Sheet Of Non-Reinforced Butyl Or Gum Rubber Membrane

SECTION A-A

Cells 1 & 2

NOTES:

1. Coat pipe at collar location with but� roof patch sealer or other butyl rubber sealer. (Do not use asphalt roof patch).

2. Completed installation must be water tight.

3. Cut a circular hole ( centered) in butyl rubber sheet approximately 1 /3 smaller in diameter than the pipe diameter. For example-cut a 4 inch hole in sheet with 6 inch diameter pipe, cut a 7 inch hole in sheet with 10 inch diameter pipe. Force but� rubber sheet over upstream end of pipe over butyl roof sealer.

4. Install a 1 /2 inch minimum width stainless steel clamp. Clamp around pipe over butyl rubber sheet and tighten until sealer is forced out.

5. Staple but� rubber sheet to lumber frame.

6. Wood frame shall be rigid enough to withstand backfill operations.

Flow

TABLE OF QUANTITIES

w Rubber Stainless Steel FEET Sq. Ft. Clamp

2 4 1

3 9 1

4 16 1

5 25 1

6 36 1

Totals

2-5 ft x 5 ft Anti-Seep Collars needed for Cell I 2 -6 ft x 6 ft Collars needed for Cell 2 Space Collars 15 feet apart

Lumber Lin. Ft.

No. Of Collars

Adapted From Wisconsin Standard Drawing Wl-244

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Sheet 1 of 1

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USDA United States

APH

Department of

Agriculture

Natural Resources Conservation Service

Wetland Berm from Cell tf 2 to Railraod Track fill.

Reshope per plans sheet.

390 linear feet of berm.

Wetalnd Cell #2

Weta Ind Berm Designed JOG

Reshape Drown

Checked Sec __ , T __ N, R __ E/W, Approved Monroe County, IL

Dote File Nome

7-25 APH Wetland 7-25.dw

Drawing Nome

'30/25 1:14 A She#/#tfot

C)

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Top Of Settled Berm Elev.= 379.5� 1 • 10· • I

TABLE OF CONTENTS

ITEM

Rework Berm Stripping Rework Berm Fill l_ ,,-- - - ----------= /Allow 10% -/ .---------.... "'- For Settlement / � / � 1 1 � 3 6 l_=::::; �:-� -----Top of Const, Berr-i Allow for 10% Settlement/4 �

I

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TYPICAL CROSS SECTION OF WETLAND BERM

UNIT QUANTITY

Cu. Yd 280 Cu. Yd 185

Notes:

J. Strip existing vegetation prior to earth/;1/I placement.

2. Earth/;1/I shall be placed 1n 6" lifts and compacted by a mm1mum of

2 possess from equipment tires.

3. Take borrow from areas designatd by engineer at least 50 ft away from toe of berm.

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Drawqi No.

;-7

Rewo rk of

NW

Berm

Betw een Cell

#2 a nd R

R 7-

John.Grab Cross-Out

John.Grab Rectangle

John.Grab Rectangle

Rectangle

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Co ns er va tio n

Se rv ice

U ni te d

St at es D ep ar tm en t of

Ag ric ul tu re

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AutoCAD SHX Text APH Wetland 7-25.dwg

AutoCAD SHX Text Drawing No.

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7/30/25 1:14 PM

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APH

AutoCAD SHX Text Rework Berm between cell #2 & RR

AutoCAD SHX Text Profile

AutoCAD SHX Text Monroe County, IL County, ILIL

AutoCAD SHX Text Final reworked top of berm - Elev = 379.5

AutoCAD SHX Text Existing CL of berm

Illinois NRCS August 2022

342� Critical Area Planting Implementation Requirements

Project or Contract: Cell 1, 2 & berm rework E of RR Producer: APH

Location: ACEPWetland

Farm Name: Click here to enter text.

County: Monroe

Tract Number: Click here to enter text.

NRCS Review Only Designed By:

ESJAA Level:

Corynn Henrichs Date 9/3/2024

Checked By:

ESJAA Level:

Date

Approved By:

ESJAA Level:

Corynn Henrichs Date

The Practice Purpose(s): (check all that apply) Stabilize areas with existing or expected high rates of soil erosion by wind or water.

Stabilize stream and channel banks, pond and other shorelines, earthen features of structural conservation practices.

Stabilize areas such as sand dunes and riparian areas

Index

Cover Sheet

Specifications

Drawings

Operation & Maintenance

Utility Safety/ One Call System Information

Click here to enter text.

Practice Location Map (showing detailed aerial view of where practice is to be installed on farm/site, showing all major components, stationing, relative location to any landmarks, and survey benchmarks)

See Eng. Plans � Plan Map This seeding covers the below listed areas:

Berm #1 Berm #2 Rework of Berm between RR and Cell#2

JDG 5-25

342 � Critical Area Planting Implementation Requirements

Site Conditions

Slope range pH range (If known)

Soil type/soil texture Soil drainage class Current vegetation or site condition slope range pH range soil type & texture drainage class vegetation/site condition

Permanent Seed and/or Plant Requirements

Site preparation earthmoving (if applicable), etc.:

Seedbed preparation:

Top soiling requirements (if applicable):

Click here to enter text.

Seeding time:

August 1st - Septemeber 15th (Dormant Nov 15 to March 1)

Double click on the spreadsheet below. Type in species, seed rate, and acres. Totals will be calculated automatically.

Species PLS lbs./ac Acres Total Tall Fescue 12 5.0 60 Redtop 2.5 5.0 12.5

Amendments Fertilizer requirements) Source Lbs/acre Total Notes Nitrogen source 120 600 lbs notes Phosphate (P2O5) source 120 600 lbs notes Potash (K2O) source 120 600 lbs notes Lime source 2 ton / Ac 4.0ton notes

Mulch requirements (type, rate/ac) enter mulch requirements

Other notes (e.g., inoculants, irrigating, management, plant protection, etc.)

Companion Crop : Cereal Rye or Wheat @ 20 lbs/ac. = 100 lbs

�Temporary Cover Establishment� Seed and/or Plant Requirements (If Applicable) Site preparation earthmoving (if applicable), etc.:

enter site prep

Seedbed preparation: enter seedbed prep

Top soiling requirements (if applicable): enter top soil requirements

Seeding time:

Alsike 8 5.0

Smooth out berm after placement of earthfill.

Firm and smooth seed bed prior to seeding.

NRCS, Illinois May 2022

Illinois 484� Mulching Implementation Requirements

Project or Contract: Producer: APH

Location: Wetland Berm

Farm Name: Click here to enter text.

County: Monroe

Tract Number: Click here to enter text.

Description of work:

Click here to enter text.

NRCS Review Only

Designed By: Corynn Henrichs Date 9/3/2024

Checked By: Date

Approved By: Corynn Henrichs Date Click here to enter a date.

Index

Cover Sheet

Specifications

Operation & Maintenance

Utility Safety/ One Call System Information

Click here to enter text.

Practice Location Map (showing detailed aerial view of where practice is to be installed on farm/site, showing all major components, stationing, relative location to any landmarks, and survey benchmarks)

Mulching for Wetland Berm See Plan Map in Eng. Plans

This mulching covers the below listed areas:

Berm #1 Berm #2 Rework of Berm between RR and Cell#2

Cell 1, 2 & berm rework E of RR

484 � Mulching Implementation Requirements

The Practice Purpose(s): (check all that apply) Improve the efficiency of moisture management.

Reduce energy use associated with irrigation.

Improve the efficient use of irrigation water Prevent excessive bank erosion from water conveyance channels.

Reduce concentrated flow erosion.

Reduce sheet, rill, and wind erosion.

Improve plant productivity and health Maintain or increase organic matter content Reduce emissions of particulate matter

Field Number(s) field numbers

Planned Applied

1. Mulch material/type Straw mulch

2. Amount of mulch per 1,000 sq. feet per acre lbs lbs

2600 lbs lbs or ton/acre

3. Method of applying mulch application method application method

4. Type of anchoring Straight disk punch anchor type

5. Anchor application rate anchor rate anchor rate

Site preparation: preparation

Application timing: timing

Fencing required: Yes No

Additional comments: comments

Operation and Maintenance:

Inspect areas periodically and reinstall mulch or repair as needed to accomplish the intended purpose.

Evaluate the effectiveness of mulch application and adjust management when needed.

Removal or incorporation of mulch materials will be consistent with the intended purposes and conditions.

Operation of equipment that compromises the intended purpose of the practice should be avoided.

Prevent or repair any fire damaged mulch material.

Properly collect and dispose of artificial mulch material after intended use.

Monitor and control undesirable weeds in the mulched areas.

Excavate Cross Berm to elevation 376.0 for 150 ft on each end �t--------�Spread spoil to the north or use to rebw1/d berm according to plans

�---Replace See Pia

�---Cell 3 Wetland Berm Excavate Berm and Rebw1/d according to Plans Windrow Berm Material into Wetland Pool Dig Cutoff Trench and make stable base Rebw1/d Berm. Obtain fill from inside wetland minimum 50 ft from toe of berms. Maximum borrow area cut of 1 foot

300 0

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Scale in Feet

N i

600 900

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Grade Wetland to drain from location of existing structure

Repair two beaver tunnels in berm in this approx. location.

Earthwork quantities included with berm #3 totals

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Top Of Settled Berm Elev.= 378.5� I.. 10' -1

TABLE OF CONTENTS

ITEM

Cell 3 Rework Berm Excavation Cell 3 Rework Berm Fill Cell 3 Rework Berm Cutoff trench l_ � - - � � Allow 10%

For Settlement

/�1 1[::S� ,.,.---:::: 3 6 �::--

------Top of Const, Berrv1 - 378,8 /4 �

S- 8.0ft �7 Cutoff Trench Side Slope 1: 1

TYPICAL CROSS SECTION OF WETLAND BERM

UNIT QUANTITY

Cu. Yd 3450 Cu. Yd 3730 Cu. Yd 375

Notes:

1. Strip existing vegetation prior to earthfl!I placement.

2. Earthfl!I shall be placed in 6" lifts and compacted by a m1mmum of

2 possess from equipment tires.

3. Take borrow from areas designatd by engineer at least 50 ft away from toe of berm.

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0+00 0+40 0+801+201+60 2+00 2+40 2+803+203+60 4+0o 4+40 4+8o5+2os+60 6+00 6+40 6+807+207+60 8+oo 8+40 8+8o9+209+6rno+oao+4o C I

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390 390

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380 380 1 I I

370 370 II) 0

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APH Wetland

Cell 2 4 ?. ?&; ,-/um uraw1ng No.

4 '.J, '25 !!:2! AM

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Excavation Volume for Berm between pools = 735 cu. yd

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379.5

378.0

375.0

374.7

20 ft

35 ft

30 ft

15 ft

4 ft 2418 1

25 5

380.1

6 3

8 ft

12 ft

382.20

Boundary Pin NW Property Line Along Rd

X

Helical Aluminum Strip a minimum of 6 inches of vegetation before placing earthfill

C el l #

- R ep la ce m en t o f P ip e an d St ru ct ur e

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2-5 ft x 5 ft Anti-Seep Collars needed for Cell 3 Space Collars 12 feet apart

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WETLAND STRUCTURE & PIPE REPLACEMENT

AutoCAD SHX Text Monroe County, IL County, ILIL

AutoCAD SHX Text = Original GroundOriginal Ground

AutoCAD SHX Text 18" Water Control Structure

AutoCAD SHX Text 18" Aluminum Pipe

AutoCAD SHX Text Settled Earthfill

AutoCAD SHX Text Excavate to allow positive drainage to pipe

AutoCAD SHX Text Two Seep Collars Spaced 12 ft from STR & 12 ft between collars

342� Critical Area Planting Implementation Requirements

Project or Contract: Wetland Cell 3Producer: APH

Location: ACEPWetland

Farm Name: Click here to enter text.

County: Monroe

Tract Number: Click here to enter text.

NRCS Review Only Designed By:

ESJAA Level:

Corynn Henrichs Date 9/3/2024

Checked By:

ESJAA Level:

Date

Approved By:

ESJAA Level:

Corynn Henrichs Date

The Practice Purpose(s): (check all that apply) Stabilize areas with existing or expected high rates of soil erosion by wind or water.

Stabilize stream and channel banks, pond and other shorelines, earthen features of structural conservation practices.

Stabilize areas such as sand dunes and riparian areas

Index

Cover Sheet

Specifications

Drawings

Operation & Maintenance

Utility Safety/ One Call System Information

Click here to enter text.

Practice Location Map (showing detailed aerial view of where practice is to be installed on farm/site, showing all major components, stationing, relative location to any landmarks, and survey benchmarks)

See Eng. Plans � Plan Map

J. Grab 5-25

Corynn.Henrichs Cross-Out

342 � Critical Area Planting Implementation Requirements

Site Conditions

Slope range pH range (If known)

Soil type/soil texture Soil drainage class Current vegetation or site condition slope range pH range soil type & texture drainage class vegetation/site condition

Permanent Seed and/or Plant Requirements

Site preparation earthmoving (if applicable), etc.:

Smooth out berm after placement of earthfill.

Seedbed preparation:

Firm and smooth seed bed prior to seeding.

Top soiling requirements (if applicable):

Click here to enter text.

Seeding time:

Early Spring - June 1 (Dormant Nov 15 to March 1)

Double click on the spreadsheet below. Type in species, seed rate, and acres. Totals will be calculated automatically.

Species PLS lbs./ac Acres Total Switchgrass 12 24

Amendments Fertilizer requirements) Source Lbs/acre Total Notes Nitrogen source 0 notes Phosphate (P2O5) source 0 notes Potash (K2O) source 0 notes Lime source 0 notes

Mulch requirements (type, rate/ac) None

Other notes (e.g., inoculants, irrigating, management, plant protection, etc.)

Companion Crop : Cereal Rye or Wheat @ 20 lbs/ac. = 40 lbs (PLS)

�Temporary Cover Establishment� Seed and/or Plant Requirements (If Applicable) Site preparation earthmoving (if applicable), etc.:

Seedbed preparation:

Top soiling requirements (if applicable): enter top soil requirements

Seeding time:

2.0"Cave-in-Rock"

Temporary cover - 90 lbs/ac. Cereal Rye or Wheat (PLS)

Smooth out berm after placement of earthfill.

Illinois 484� Mulching Implementation Requirements

Project or Contract: Wetland Berms-West of RRProducer: APH

Location: Wetland Berm

Farm Name: Click here to enter text.

County: Monroe

Tract Number: Click here to enter text.

Description of work:

Click here to enter text.

NRCS Review Only

Designed By: Corynn Henrichs Date 9/3/2024

Checked By: Date

Approved By: Corynn Henrichs Date Click here to enter a date.

Index

Cover Sheet

Specifications

Operation & Maintenance

Utility Safety/ One Call System Information

Click here to enter text.

Practice Location Map (showing detailed aerial view of where practice is to be installed on farm/site, showing all major components, stationing, relative location to any landmarks, and survey benchmarks)

Mulching for Wetland Berm See Plan Map in Eng. Plans

J. Grab 5-25

Mulching for berms west of RR

484 � Mulching Implementation Requirements

The Practice Purpose(s): (check all that apply) Improve the efficiency of moisture management.

Reduce energy use associated with irrigation.

Improve the efficient use of irrigation water Prevent excessive bank erosion from water conveyance channels.

Reduce concentrated flow erosion.

Reduce sheet, rill, and wind erosion.

Improve plant productivity and health Maintain or increase organic matter content Reduce emissions of particulate matter

Field Number(s) field numbers

Planned Applied

1. Mulch material/type Straw mulch

2. Amount of mulch per 1,000 sq. feet per acre lbs lbs

2600 lbs lbs or ton/acre

3. Method of applying mulch application method application method

4. Type of anchoring Straight disk punch anchor type

5. Anchor application rate anchor rate anchor rate

Site preparation: preparation

Application timing: timing

Fencing required: Yes No

Additional comments: comments

Operation and Maintenance:

Inspect areas periodically and reinstall mulch or repair as needed to accomplish the intended purpose.

Evaluate the effectiveness of mulch application and adjust management when needed.

Removal or incorporation of mulch materials will be consistent with the intended purposes and conditions.

Operation of equipment that compromises the intended purpose of the practice should be avoided.

Prevent or repair any fire damaged mulch material.

Properly collect and dispose of artificial mulch material after intended use.

Monitor and control undesirable weeds in the mulched areas.

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