01_Carroll 8-Amendment1.pdf

SCOPE OF WORK

CARROLL #8 PROJECT

Atwood Beach #1 Orphan Well Site Carroll County, Monroe Township

AMENDMENT #1

DATE OF AMENDMENT: December 6, 2024

DIVISION OF OIL & GAS RESOURCES MANAGEMENT

OHIO DEPARTMENT OF NATURAL RESOURCES

2045 MORSE ROAD

BUILDING F-3

COLUMBUS, OHIO 43229-6693

To the Conditions and Specifications for:

Atwood Lake #1 Orphan Well Site

All contractors are reminded to acknowledge receipt of the Amendment when submitting an offer by submitting the revised Offer Sheet through OhioBuys. Failure to acknowledge this Amendment will result in submittal of an unresponsive Offer. Any offers submitted prior to this amendment shall be deleted from the OhioBuys system.

TO ALL BIDDERS:

1) This amendment shall revise the Detailed Specifications for “ROAD MATS”. The steel cable size has been increased to 1/2".

2) This amendment shall revise the Detailed Specifications for 1/2" STEEL CABLE & 1/2"

STEEL CABLE SLINGS”. The steel cable size has been increased to 1/2".

3) The amendment shall revise Site Plan Sheet 3 and Detail Sheets 4 & 5. The steel cable size has been increased to 1/2".

4) The Offer due date has NOT been changed for this project. "Offers must be fully submitted online through OhioBuys (https://procure.ohio.gov/bidders-and-suppliers) not later than, 12:00 PM on December 19, 2024."

APPROVED:

James J. Judge, P.E.

Division of Oil & Gas Resources Management

DATE: ____________________________ 12/2/2024

SCOPE OF WORK

Atwood Beach #1 Orphan Well Site Carroll County, Monroe Township

DETAILED SPECIFICATIONS

The Contractor is reminded to review the Scope of Work documents carefully. Coordination, permission, or direction of the Division may be required for use of individual Detailed Specification line items. The Division shall only pay for quantities of items that are correctly installed and completed in accordance with the Detailed Specifications and Drawing Plan Set. The Division shall not guarantee payment of any work completed without or prior to following the conditions described herein of each line item.

ROAD MATS

A. Description: This item shall consist of the transportation, delivery, installation, and removal of road mats as described. The placement of road mats within the limits of construction shall be as shown on the Drawing Plan Set. This item shall be utilized to traverse the existing beach to the well site.

B. Material: Road matting shall be non-permeable, composite mats. Non-permeable, composite mats shall be a minimum of four (4) inches thick with a minimum surface dimension of seven (7) feet wide and thirteen (13) feet long. Non-permeable, composite mats and associated components (i.e.

ramps, berms, and fittings) shall be installed per the manufacturer’s recommendations with the exception that all mats shall be anchored using a combination of minimum 1/2" diameter galvanized steel wire rope placed through slings attached to all the mats along the outer perimeter (minimum of one (1) opening per mat) and tied back to on-shore anchor points. In addition, each interlocked mat shall be fully pinned.

All materials delivered to the site must be in a shape to be able to cover the area properly and still have the strength and integrity to complete the required work. The Division may reject any mats determined to be damaged beyond useful life or remove square footage as measured from each individual mat.

Requirements for the anchoring are specified under the “1/2" Steel Cable & 1/2" Steel Cable

Slings” line item.

C. Execution: Mats shall be kept clean throughout the project. If it is determined by the Division, the mats do not meet this requirement the Contractor shall have any sediment or mud removed immediately.

No mats shall be installed within the flowage easement without written approval from the

Division. All mats installed in this easement shall be anchored to shore as shown the Drawing Plan Set and as described in the Detailed Specification.

Mats shall be installed in a continuous fashion until all mats have been successfully placed. It is the

Contractors properly prepare the beach subgrade for the placement of the mats. This shall include but not limited to removal of stumps, trees, branches, trash etc. Preparation of the beach subgrade shall be considered incidental to this line item.

D. Measurement: Measurement for payment for the road mats shall be made by actual field measurements of quantities satisfactorily installed at the site. Each road mat shall be measured for a square foot installed.

For circumstances in which the Division extends the projected completion date (i.e. well obstructions, required milling operations, etc.), the Contractor shall also provide a cost for "Road Mats" as a dollar amount per mat per day under “Contingency Specifications” within the original Offer. Additional payment will be evaluated and determined by the Division.

In addition, a contingency line item for roads mats has been provided for circumstances where additional mats may be required due to unforeseen subgrade conditions. The Contractor shall be prepared to provide additional cabling and slings as required based on this quantity.

E. Payment: The cost of this work shall be included in the unit price per square foot for "Road Mats

(Composite)."

1/2" Steel Cable & 1/2" Steel Cable Slings

A. Description: This work shall include all labor, materials, and equipment necessary to deliver and install steel cable and steel cable slings for the purposes of providing anchor points on the composite matting within the flowage easement of Atwood Lake.

B. Materials:

a. Steel Wire Cable: Cable shall be at minimum 1/2" diameter, 6x19 galvanized wire rope constructed of 6 strands and 19 wires per strand with a minimum breaking strength of 11.9 tons and working load limit of 2.38 tons. It is the Contractor’s responsibility to provide the appropriate quantity and fittings required as described in this specification as well as shown on the Drawing Plan Set. A potential supplier is Weisner Inc., 1 (800) 535-0347.

Cabling directly in contact with the anchoring points shall be vinyl/rubber coated so as to minimize wear. The Contractor shall be responsible for determining the product and working with the Division for approval.

b. Cable Slings: The cable slings shall meet the minimum material specifications as required for the steel wire cable. Slings shall be a single leg style at a minimum of three (3) foot in length. A potential supplier is Alp Industries, www.alpindustries.com.

c. Fittings: 1/2" galvanized drop forged wire rope clips shall be used when connecting cable end to end and or when looping cable. In addition, 1/2" metal stops/ferrules shall be used at all termination ends on cabling. The number of clips and stops/ferrules shall be the responsibility of the Contractor. All fitting shall be meet the minimum performance requirements of the 1/2” cabling.

Note: Due to the potential for variation in cable stretch, slack and or the need for additional matting an excess quantity of approximately 5% for cabling and slings has been accounted for on the quantity sheet.

C. Installation: A surveyor from the Division shall stake the location for each anchor point. At no point shall matting be left unanchored within the flowage easement.

http://www.alpindustries.com/

1. General: All materials shall be handled, stored, and installed in accordance with the manufacturer’s recommendations.

2. Steel Wire Cable and Slings: Each anchor point shall have an associated cable spool. Cable shall be run simultaneously on each side of the mats as they are installed. Cable shall be placed through slings attached to all the mats along the full outer perimeter (minimum of one (1) opening per mat) and tied back to anchor points as well as anchored to the well casing as shown on the Drawing Plan Set.

At the end of each workday, cable ends shall be connected so that the mats are not left unanchored. When connecting cable, an 18” minimum overlap is required and shall be bound using wire rope clips and terminated ends shall be bound using stops/ferrules as shown on the Drawing Plan Set.

Once the project is complete, the Contractor shall remove the steel cable & steel cable slings.

All cabling and slings shall become property of the Contractor upon completion. No additional payment will be made for materials not utilized.

D. Measurement: Measurement shall be based on the actual linear feet of steel cable and each cable slings installed and accepted.

E. Payment: Payment for this work shall be made at the unit price per linear foot of "1/2” Steel Wire Cable" and unit price per each of “1/2" Steel Cable Slings.”

1 Mobilization 1 Lump Sum

2 Site Safety 1 Lump Sum

3 Road Mats 10374 Sq. Ft.

4 1/2" Steel Cable 850 Linear Ft

5 1/2" Steel Cable Slings 55 Each

6 Concrete Deadman 4 Each

7 Secondary Containment 1 Lump Sum

8 Absorbent Boom 160 Linear Ft

9 Well Head Control 1 Lump Sum

10 Well Control Fluid 100 BBL

11 Logging (GR/CCL/Bond/Caliper/Temp) 1 Each

12 Well Prep & Plugging (Atwood Beach #1) 1 Lump Sum

13 Tubing 1 Lump Sum

14 Approved Cement 275 Sack

15 Cement Mixing & Pumping 4 Each

16 Fluid Disposal 150 BBL

17 Contaminated Material Disposal 15 Ton

18 Salvage Material Disposal 1 Lump Sum

19 Approved Resoil 3 Ton

20 Site Restoration 1 Lump Sum

21 Demobilization 1 Lump Sum

Fixed Price Items

22 Salvage Material Reimbursement N/A N/A Each N/A

Additional/Contingency Services

23 Road Mats 570 Mat/Day

24 Alternative Well Control Fluid 100 BBL

25 Fishing 16 Hour

26 Magnet 1 Each

27 Milling/Drillout 16 Hour

28 Shooting 1 Each

29 Severing 1 Each

Permit Number: 34-019-6-0940-00-00

Quantity Sheet

Amendment #1

TD = 1000

Scope of Work

Carroll #8 Project Carroll County, Monroe Townships

Well Name: Atwood Beach #1

Line Number

Description Quantity Unit

30 Lost Circulation Materials 25 Sack

31 Drilling Mud 25 Sack

32 Hydrogen Sulfide Scavenger 55 Gallons

33 H2S Safety Team 5 Days

34 H2s Safety Team Standby 2 Days

35 Well Head Control (For H2S) 1 Lump Sum

36 Class "H" Cement 125 Sack

37 Nine Sack Grout 5 Cubic Yard

38 Downhole Videography 1 Each

39 Concrete Walk 150 Sq. Ft.

40 Asphalt Pavement 1000 Sq. Ft.

41 Silt Fence 160 Linear Ft

Offers must be fully submitted online through OhioBuys (https://procure.ohio.gov/bidders-and-suppliers) not later than, 12:00 PM on December 19, 2024.

Note: This quantity sheet is provided for reference only. The Contractor's Offer must be submitted online through OhioBuys (https://procure.ohio.gov/bidders-and-suppliers). Quantities are only an estimate. Payment shall be based on quantities satisfactorily completed.

Each contractor is responsible for logging into OhioBuys and submitting an offer that is responsive to all amendments issued. All offers submitted prior to an amendment being issued shall become null/void and not considered in the opening. All amendments shall become part of the Scope of Work.

ST

ST

ST

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ATWOOD BEACH #1 ORPHAN WELL

TO BE PLUGGED PER THE "PLUGGING PLAN"

API No.34-019-6-0940-00-00

N= 320025.22, E= 2311893.37, EL= 919.93

LAT=40.538396°, LONG=-81.264487°

ATWOOD LAKE

(DURING WINTER DRAWDOWN)

CW

L

CWL

CWL

EXISTING CB

RIM 945.30

INSTALL INLET PROTECTION

EXISTING CB

RIM 944.93

INSTALL INLET PROTECTION

EXISTING CB

RIM 944.59

INSTALL INLET PROTECTION

EXISTING PARKING LOT

EXISTING STORM LINE

EXISTING UNDERGROUND ELECTRIC

EXISTING ASPHALT DRIVE

EXISTING BLDG EXISTING CONC WALK

EXISTING EDGE OF SAND

EXISTING EDGE OF WATER

EXISTING BEACH

CW

L

CWL

CWL

CW

L

CWL

CWLCW

L

CWL

CWL

C W

L C

W L

C W

L

CWL

CWL CWL

C

W L

CWLCWLCWL

CWL

CWL

CW

L

C W

L C

W L

CW

L

CWL

CWL

CW

L

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L

CWL

CW

L

FOLLOW EDGE OF WATER FOR CWL

WINTER POOL ELEV: 920.00

EXISTING LAWN

ABSORBENT BOOM (±160 L.F.)

MATTED WORK AREA (±7,826 S.F.)

EXISTING POST

TO REMAIN

TOP OF SPILLWAY

ELEV: 941.00

RECORD POOL

ELEV: 935.56

SUMMER POOL

ELEV: 928.00

NOTE:

THERE SHALL BE NO PLACEMENT OF

FILL IN THE LAKE! CUT & CAP THE

WELL CASING AS PER THE PLUGGING

PLAN AND LEAVE THE VOID.

NOTE:

1. WORK ON THIS WELL SHALL ONLY BE

COMPLETED DURING THE WINTER DRAWDOWN.

THE CONTRACTOR SHALL COORDINATE WITH

MWCD & ACOE FOR DRAWDOWN DATES.

2. THE ACOE PERMIT IS #LRH-2024-00978-TUS.

PROPOSED TEMPORARY

STAGING AREA

PROPOSED 1/2" MIN. GALVANIZED STEEL WIRE ROPE

PLACED THROUGH TWO (2) SLINGS ATTACHED TO

THE INNER MATS AND ANCHORED TO STEEL PLATE

WELDED TO OUTER CASING

1/2" MIN. GALVANIZED STEEL WIRE ROPE (± 30 L.F.)

(SEE DETAIL SHEET 5)

PROPOSED 1/2" MIN. GALVANIZED STEEL WIRE ROPE

PLACED THROUGH SLINGS ATTACHED TO THE MATS

ALONG THE OUTER PERIMETER

1/2" MIN. GALVANIZED STEEL WIRE ROPE (± 500 L.F.)

1/2" MIN. GALVANIZED STEEL WIRE ROPE SLINGS (± 55 EA.)

(SEE DETAIL SHEET 4)

PROPOSED 1/2" MIN. GALVANIZED STEEL WIRE ROPE

PLACED THROUGH THREE (3) SLINGS ATTACHED TO

THE MATS ALONG THE OUTER PERIMETER AND

ANCHORED TO BASE OF POLE

1/2" MIN. GALVANIZED STEEL WIRE ROPE (± 75 L.F.)

EXISTING SIGN

MATTED ACCESS (±2,548 S.F.)

PROPOSED 1/2" MIN. GALVANIZED STEEL WIRE ROPE

PLACED THROUGH THREE (3) SLINGS ATTACHED TO

THE MATS ALONG THE OUTER PERIMETER AND

ANCHORED TO BASE OF POLE

1/2" MIN. GALVANIZED STEEL WIRE ROPE (± 75 L.F.)

PROPOSED 1/2" MIN. GALVANIZED STEEL WIRE ROPE

PLACED THROUGH THREE (3) SLINGS ATTACHED TO THE MATS

ALONG THE OUTER PERIMETER AND ANCHORED TO TWO (2)

2'x2'x6' CONCRETE DEADMAN, EACH SITE, SEE DETAIL SHEET 4

1/2" MIN. GALVANIZED STEEL WIRE ROPE, EAST SIDE (± 75 L.F.)

1/2" MIN.GALVANIZED STEEL WIRE ROPE, WEST SIDE (±85 L.F.)

16.0'

BAR SCALE

0' 25' 50' 75'

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NOTE: ALL WORK SHOWN ON THIS

SHEET SHALL ALSO BE IN ACCORDANCE

WITH THE ASSOCIATED SCOPE OF

WORK DOCUMENT AND THE GENERAL

NOTES LISTED ON THE DETAIL SHEET.

50.0'75.0'

.0

16.0'

SITE RESTORATION NOTES:

1) THE QUANTITIES LISTED ABOVE ARE FOR ESTIMATING PURPOSES ONLY.

2) THE CONTRACTOR SHALL COORDINATE ALL SITE RESTORATION

ACTIVITIES WITH THE DIVISION PRIOR TO COMMENCING WITH WORK.

3) THE CONTRACTOR SHALL COORDINATE ALL CROP DAMAGE PAYMENTS

AND REIMBURSEMENTS WITH THE DIVISION PRIOR TO INVOICING.

FERTILIZER

ESTIMATED SITE RESTORATION QUANTITIES

COMPONENT RATE QUANTITY

SEED

MULCH

20 LBS/1000 S.F.

10 LBS/1000 S.F.

100 LBS/1000 S.F.

50.0 LBS

25.0 LBS

6 BALES

YARD SEED MIX

LOCATION

.0'

123.0'

AutoCAD SHX Text EDIT DATE: 12/2/2024 8:15 AM EDIT BY: 10185856 DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG12/2/2024 8:15 AM EDIT BY: 10185856 DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG EDIT BY: 10185856 DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG10185856 DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWGM:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG

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DRAWN BY:

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CHECKED BY:

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O&G ENGINEERING

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DESIGN UNIT

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DATE:

AutoCAD SHX Text 11/26/2024

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SHEET NO.

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REVISION

AutoCAD SHX Text S.T.L.

AutoCAD SHX Text J.J.J.

NOTES:

1. THIS WORK SHALL BE PER THE GENERAL SPECIFICATIONS, PART 7: MAINTENANCE OF TRAFFIC AND

SHALL BE INCIDENTAL TO LINE ITEM "MOBILIZATION" FOR EACH SITE, UNLESS OTHERWISE NOTED.

THIS WORK SHALL INCLUDE ALL REQUIRED PERMITS FROM THE LOCAL ROAD AUTHORITIES.

2. ALL SIGNS MAY BE MOUNTED PORTABLE MOUNTS.

3. CONTRACTOR SHALL FOLLOW THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

FIGURE 6H-1, IN BOTH DIRECTIONS ALONG THE ROADWAY. W21-1 SHALL BE IN PLACE AS SOON AS

THE CONTRACTOR ARRIVES TO THE SITE EACH DAY.

4. CONTRACTOR SHALL FOLLOW THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

FIGURE 6H-13, LANE CLOSURE ON A TWO-LANE ROAD USING FLAGGERS (TA-13).

5. FLAGGERS SHALL HAVE PROPER COMMUNICATION DEVICES AND SHALL BE POSITIONED 20' FROM

EACH EDGE OF THE CONSTRUCTION WORK LIMITS. ANY VARIATION MUST BE APPROVED PER

LOCATION. TEMPORARY CLOSURES SHALL NOT BE COMPLETED WITHOUT A FLAGGER.

6. TEMPORARY CLOSURES SHALL BE MINIMIZED TO LESS THAN 20 MINUTES AND THEN THE ROAD

SHALL BE FULLY REOPENED TO TRAFFIC.

7. ANY WORK IN THE ROADWAY THAT IS REQUIRING MORE THAN 20 MINUTES SHALL BE COMPLETED PER GENERAL SPECIFICATIONS, PART 7: MAINTENANCE OF TRAFFIC WITH THE PROPER PERMITS

FROM THE LOCAL ROAD AUTHORITIES AND APPROVAL FROM THE DIVISION.

W20-7

COVER OR TURN DURING EVENINGS

OR WHEN BOTH LANES ARE OPEN

(500' FROM FLAGGER, BOTH SIDES OF

ENTRANCE)

W21-1

(500' FROM W20-7,

BOTH SIDES OF THE

ENTRANCE)

NOT TO SCALE

FLAGGER & CONSTRUCTION SIGNAGE NOTES

NOT TO SCALE

TEMPORARY CELLAR

NOTES:

ALL WORK & MATERIAL ASSOCIATED WITH THE INSTALLATION

& REMOVAL OF THE CELLAR SHALL BE CONSIDERED

INCIDENTAL TO LINE ITEM "WELL HEAD CONTROL".

PROPOSED 48" MIN. Ø

CMP CELLAR

4' MAX.

6" MIN. CEMENT

(PORTLAND OR

CLASS "A")

EXISTING

ORPHAN WELL

EXISTING GRADE

3" PORT TOP WITHIN 3"

OF WELL'S WORKING

ELEVATION

WORKING ELEVATION

OF WELL

NOT TO SCALE

COMPOSITE MAT ANCHORING DETAIL

PROPOSED COMPOSITE

MATTING (TYP.)

PROPOSED

SLING

PROPOSED 1/2" MIN.

GALVANIZED STEEL WIRE ROPE

COMPOSITE MAT ANCHORING NOTES:

1. THE CONTRACTOR SHALL BE AWARE OF CURRENT LAKE LEVELS AND

PROJECTED LEVELS AT ALL TIMES; IN AN EVENT WHERE WATER LEVELS

BEGIN TO RISE, THE CONTRACTOR SHALL BE PREPARED TO PROPERLY

DEMOBILIZE ALL EQUIPMENT AND PERSONNEL FROM THE LOCATION AT THE

DISCRETION OF THE DIVISION.

2. EACH INTERLOCKED MAT SHALL BE FULLY PINNED.

3. ANCHORING SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE SITE

PLANS.

4. ALL TEMPORARY MATTING PLACED WITHIN THE BOUNDARY OF LAKE BED

SHALL BE ANCHORED USING A COMBINATION OF MINIMUM 1/2" DIAMETER

GALVANIZED STEEL WIRE ROPE AND ON SHORE PILES.

5. WIRE ROPE SHALL BE PLACED THROUGH SLINGS ATTACHED TO BOTH THE

TOP AND BOTTOM LAYER OF ALL THE MATS ALONG THE OUTER PERIMETER

(MINIMUM OF TWO (2) OPENINGS PER MAT) AND TIED BACK TO ON SHORE

PILES.

NOT TO SCALE

CABLE BINDING DETAIL

NOTES:

1. SHOWN FOR REFERENCE WHEN CABLE IS REQUIRED TO

BE CONNECTED END TO END AND/OR BOUND TO ITSELF.

END TO END

LOOP CONNECTION

18"

18"

1/2" GALVANIZED WIRE ROPE

CLIP, 3 PER OVERLAPPED

SECTION (TYP.)

1/2" METAL

STOP/FERRULE

(TYP.)

LANDWATER

NOT TO SCALE

ABSORBENT BOOM

NOTES:

1. *ITEMS SHALL BE CONSIDERED INCIDENTAL TO LINE ITEM

"SITE SAFETY".

2. BOOMS SHALL INSTALLED AS PER THE SITE DRAWINGS OR

AS DIRECTED BY THE DIVISION AND BE SECURELY ANCHORED

TO PREVENT MOVEMENT OFF SITE.

3. WHEN LINKING TWO OR MORE BOOMS TOGETHER, OVERLAP

THE ENDS OF THE BOOM, LINK THEM BY SNAPPING ONE CLIP

FROM EACH BOOM ONTO THE RING AT THE END OF THE BOOM.

4. AT EACH JOINT, TWO CLIPS SHOULD BE ATTACHED TO TWO

FASTENING RINGS.

5. WHEN THE BOOMS BECOME SATURATED WITH OIL, THE

CONTRACTOR SHALL PROPERLY DISPOSE OF THEM AND

INSTALL NEW BOOMS.

SEE NOTE 3

5" DIA. x 10' LONG

ABSORBENT

BOOM

SEE NOTE 2

PLAN

PROFILE

PROPOSED TWO (2) 2'x2'x6'

CONCRETE DEADMAN

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GENERAL NOTES:

1. UTILITY LINES AND APPURTENANCES ARE SHOWN AS LOCATED IN THE FIELD AND/OR AS

REPORTED BY THE RESPECTIVE OWNERS. NEITHER THE NUMBER, TYPE, SIZE, OR LOCATION

CAN BE GUARANTEED, AND IT IS THEREFORE, THE RESPONSIBILITY OF THE CONTRACTOR

TO VERIFY ALL UTILITY LOCATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY PROTECTING THE EXISTING

BURIED UTILITIES DURING CONSTRUCTION. THIS WORK SHALL BE CONSIDERED

INCIDENTAL TO LINE ITEM "MOBILIZATION".

3. THE HORIZONTAL DATUM IS BASED ON NAD83 (2011) OHIO STATE PLANE NORTH 3401, AND

THE VERTICAL DATUM IS BASED ON NAVD88 GEOID 12A CORS DERIVED.

4. PHOTO IMAGE DATE OBTAINED FROM OHIO GEOGRAPHICALLY REFERENCED INFORMATION

PROGRAM (OGRIP) FROM THE OHIO STATEWIDE IMAGERY PROGRAM (OSIP III).

5. THE CONTRACTOR SHALL WORK WITHIN THE WORK LIMITS AT ALL TIMES DURING

CONSTRUCTION.

6. TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WITH THE DETAILED SPECIFICATIONS FOR

"MOBILIZATION".

7. A FLAGGER IN EACH DIRECTION SHALL BE USED WHEN MATERIALS ARE BEING UNLOADED

WITHIN THE ROAD RIGHT OF WAY.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PHOTO/VIDEO DOCUMENTING THE

CONDITION OF THE EXISTING ASPHALT DRIVE PRIOR TO BEGINNING CONSTRUCTION.

9. TREE AND OVERHANGING LIMB REMOVAL SHALL BE AS DESIGNATED BY THE DIVISION.

REMOVALS SHALL PROVIDE THE CONTRACTOR WITH ADEQUATE SPACE REQUIRED TO

COMPLETE THE PROJECT. TRIMMING OF TREES SHALL BE CONSIDERED INCIDENTAL TO LINE

ITEMS AS SPECIFIED.

10. THE DIVISION MUST BE PRESENT DURING ALL CLEARING OPERATIONS. NO TREES ARE TO

BE REMOVED UNLESS DESIGNATED BY THE DIVISION.

11. ANY REMOVED TREES AND VEGETATION SHALL BE REMOVED OFFSITE AT THE DISCRETION

OF THE DIVISION.

12. ALL COMPOSITE MATTING INSTALLED SHALL BE INTERLOCKED PER THE MANUFACTURER'S

REQUIREMENTS. IN AREAS WHERE POOR SUBGRADE IS ENCOUNTERED MATS CAN BE

STACKED OVER TOP OF ONE ANOTHER AT THE DISCRETION OF THE DIVISION.

13. SEDIMENT CONTROLS SHALL BE PLACED AT THE DISCRETION OF THE DIVISION.

SPECIAL CONDITIONS:

1) ALL WORK SHALL BE IN ACCORDANCE WITH THIS SCOPE OF WORK AND CORRESPONDING

ARMY CORPS OF ENGINEERS (ACOE) PERMIT, ACOE REAL ESTATE REQUIREMENTS AND

OHIO DEPARTMENT OF TRANSPORTATION (ODOT) 505 PERMIT.

2) AT NO POINT SHALL ANY MATERIAL (I.E. TRASH, EXCESS FILL/CUT, BRUSH, TREES, ETC.) BE

PLACED WITHIN THE BOUNDARY OF THE SUMMER POOL LEVEL (ELEV: 928.00).

3) ALL FUEL CELLS, TANKS AND PUMPS SHALL BE TRAILER MOUNTED.

4) THE CONTRACTOR SHALL BE AWARE OF CURRENT LAKE LEVELS AND PROJECTED LEVELS

AT ALL TIMES; IN AN EVENT WHERE WATER LEVELS BEGIN TO RISE, THE CONTRACTOR

SHALL BE PREPARED TO PROPERLY DEMOBILIZE ALL EQUIPMENT AND PERSONNEL FROM

THE LOCATION AT THE DISCRETION OF THE DIVISION.

5) ALL TEMPORARY MATTING PLACED WITHIN THE BOUNDARY OF THE SUMMER POOL LEVEL

(ELEV: 928.00) SHALL BE ANCHORED USING A COMBINATION OF MINIMUM 1/2" DIAMETER

GALVANIZED STEEL WIRE ROPE AND EXISTING ANCHOR POINTS.

6) WIRE ROPE SHALL BE PLACED THROUGH SLINGS ATTACHED TO THE MATS ALONG THE

OUTER PERIMETER (MINIMUM OF ONE (1) OPENING PER MAT) AND TIED BACK TO EXISTING

ANCHOR POINTS.

AutoCAD SHX Text EDIT DATE: 12/2/2024 8:19 AM EDIT BY: 10185856 DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG12/2/2024 8:19 AM EDIT BY: 10185856 DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG EDIT BY: 10185856 DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG10185856 DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWGM:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG

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DRAWN BY:

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CHECKED BY:

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DESIGN UNIT

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DATE:

AutoCAD SHX Text 11/26/2024

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SHEET NO.

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REVISION

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COMPOSITE MAT ANCHORING TO WELL CASING DETAIL

NOT TO SCALE

SECTION A-A'

SECTION B-B'

18.63"

A'

A

B'

B

6.63"

2"6"

ISOMETRIC PLAN

SECTION A-A'

PROPOSED COMPOSITE

MATTING (TYP.)

EXISTING OUTER CASING STRING

(6.63" O.D.)

MINIMUM 1/2" THICK STEEL PLATE

WELDED TO OUTER CASING

MINIMUM 1/2" THICK STEEL PLATE

WELDED TO OUTER CASING

EXISTING OUTER CASING STRING

(6.63" O.D.)

COATED CABLE

THROUGH PLATE

PER DETAILED

SPECIFICATIONS

BIND CABLE PER DETAILED

SPECIFICATIONS

PROPOSED 1/2" MIN.

GALVANIZED STEEL

WIRE ROPE

PROPOSED SLING

THROUGH MATS

TEMPORARY

CELLAR

MINIMUM 1/2" THICK

STEEL PLATE WELDED

TO OUTER CASING

EXISTING OUTER

CASING STRING

(6.63" O.D.)

PROPOSED 1/2" MIN.

GALVANIZED STEEL

WIRE ROPE

TEMPORARY

CELLAR

MINIMUM 1/2" THICK STEEL PLATE

WELDED TO OUTER CASING

EXISTING OUTER

CASING STRING

(6.63" O.D.)

COATED CABLE

THROUGH PLATE

PER DETAILED

SPECIFICATIONS

PROPOSED SLING

THROUGH MATS

PROPOSED SLING

THROUGH MATS

BIND CABLE PER DETAILED

SPECIFICATIONS

BIND CABLE PER DETAILED

SPECIFICATIONS

EXISTING

GROUND

PLATE TO BE INSTALLED

BELOW ESTABLISHED

WELLHEAD

PROPOSED SLING

THROUGH MATS

PROPOSED 1/2" MIN.

GALVANIZED STEEL

WIRE ROPE

PROPOSED COMPOSITE

MATTING (TYP.)

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AutoCAD SHX Text EDIT DATE: 12/2/2024 8:25 AM EDIT BY: 10185856 DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG12/2/2024 8:25 AM EDIT BY: 10185856 DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG EDIT BY: 10185856 DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG10185856 DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG DRAWING FILE: M:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWGM:\ORPHAN WELL PROGRAM\PROJECTS\CARROLL COUNTY\CARROLL8 (ATWOOD LAKE BEACH #1)\ENGINEERING DESIGN\DRAWINGS\FINAL DRAWING\CARROLL 8.DWG

AutoCAD SHX Text

DRAWN BY:

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CHECKED BY:

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O&G ENGINEERING

AutoCAD SHX Text

DESIGN UNIT

AutoCAD SHX Text

DATE:

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SHEET NO.

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REVISION

AutoCAD SHX Text S.T.L.