A21. Appendices.pdf

Buoy Maintenance Wappapello Lake Appendix A -Definitions.

CONTRACTOR – The “Contractor” is the individual whose contract bid was accepted by the U.S. Army Corps of Engineers, and who has gained the responsibility of performing the duties governed by the specifications of this contract.

CONTRACTOR REPRESENTATIVE – A foreman or superintendent, assigned to represent the interest of the Contractor with regards to all matters involving this contract.

CONTRACTING OFFICER (KO) – The term “Contracting Officer” shall mean the person executing this contract on behalf of the Government, and any other officer or civilian employee who is action on his/her behalf.

CONTRACTING OFFICER’S REPRESENTATIVE (COR) – An individual designated in writing by the Contracting Officer to be responsible for administration of the contract and Quality Assurance.

QUALITY CONTROL (QC) – The term “Quality Control” refers to action taken by the Contractor and/or personnel to document, inspect, and control performance of services to ensure they meet the specifications and requirements of this contract.

QUALITY ASSURANCE (QA) – The term “Quality Assurance” refers to action taken by the Government to ensure the Contractor’s Quality Control System is functioning and effective, and the Contractor is providing services in accordance with this contract. Refer to Appendix C.

CONTRACT DEFICIENCY REPORT (C.D.R.) – The Contract Deficiency Report is a written record of unsatisfactory performance by the Contractor as observed by the Quality Assurance Inspector.

Q.A.S.P. – Quality Assurance Surveillance Plan.

ACCIDENT REPORTING – An accident constitutes any, and all, incidents or acts involving the Contractor, which may or may not have caused obvious damage to persons or property. All accidents shall be reported to the Contracting Officer within twenty-four (24) hours of the occurrence. All serious accidents (those resulting in death or injury requiring medical attention) shall be reported immediately.

BUOYS – The term "buoys" shall be construed as a float moored in water as a marker. Types of buoys to be used are "No Boat" (marks areas where boats are not permitted), “No Boat/No Swimming” (denotes a safety zone between floating beach pipeline and no boat zone to prevent interactions between swimmers and boaters), "Idle Speed" (marks areas for boats to operate at idle speed, which prevents creation of a wake), "Hazard Area and Breakwater" (marks areas which could be hazardous), "Barrier Floats" (marks inlet channel at Gate House), "Mid-Channel" (marks the approximate center of the river channel), "Waterfowl Refuge – No Boat" (designates boundary of refuge closed to boat traffic), "Beach" (4” floating pipeline which marks the perimeter of swimming areas), depth gauges (indicate the 4' and 6' depths) and “Marker Buoys” (orange 12” to 24” diameter round buoys which mark beach anchors, submerged buoys or other submerged items).

PERMANENT TYPE BUOYS – This term refers to buoys that remain in the lake all year. They are Mid-channel (35); Breakwater (3) and Idle Speed (1) at Sundowner Marina; Inlet Channel – No Boat (6) and Barrier Float (20); Beach Anchor Markers (6); Idle Speed at Chaonia Landing (2); Idle Speed at Mayhem Hollow (4), and floating pipelines at beaches (3).

SEASONAL BUOYS – This term refers to buoys that are installed/removed seasonally and that do not remain on the lake on a year-around basis. They are: Asher Creek Waterfowl Refuge – No Boat (4); Lost Creek Waterfowl Refuge – No Boat (4); Peoples Creek – No Boat (4), Depth Gauge (4), Idle Speed (1);

Redman Creek – No Boat (3), Depth Gauge (4); Rockwood Point – No Boat (3), Depth Gauge (4). As river and lake levels rise the bridge pilings, fishing piers and other structures may become inundated and need to be marked. Typical areas are the Holliday Landing Bridge Pilings – Hazard (1); Peoples Creek, Greenville, Chaonia Landing and Redman Creek Fishing Piers - Hazard, one at each pier (4). Marker Buoys will be installed (conditions permitting) on regulatory buoys prior to them being submerged from rising lake levels.

CLEAN(ED) – Refers to structures free of dirt, garbage, paper, metal, trash, debris, driftwood, plastic, rocks, animal remains, tree limbs, sticks, algae, moss, gravel, mud, sand, grass, vegetation growth, leaves, graffiti, grease, stains, residues, all nests, webs, ashes, containers, soap scum, mold, mildew, bird droppings, and shall be odor free and disinfected.

FULLY CLOTHED – The term "fully clothed" shall be construed as contractor and employees must wear clothing suitable for weather and work conditions. The minimum shall be a short sleeve shirt without offensive language and/or pictures, shoes as stated in EM 385-1-1, "Safety and Health requirements Manual", and long pants without holes. Excessively long or baggy pants are prohibited.

Appendix B -Schedule

Location: Buoy Type # of Permanent

# of Seasonal

Date of Placement

Buoy Removal/

Maintenance

Buoy/cable Length

Cleaning Dates

Asher Creek

Waterfowl Refuge

No Boat/ Waterfowl

Refuge

0 4 48 hours prior

Season

48 hours after Season

20ft NA

Chaonia Landing

Idle Speed 2 0 Year round as needed

Year round as needed

8ft May 15/ Sept 15

Holliday Bridge Pilings

Hazard 0 4 Year round as needed

Year round as needed

+15 ft NA

Lost Creek Waterfowl

Refuge

No Boat/ Waterfowl

Refuge

0 4 48 hours prior to Season Open

48 hours after Season

Closes

20ft NA

Peoples Creek Cove

Idle Speed No Boat Pipeline Depth Gauge

22 April 22 April 22 April 22 April

1 October 1 October

Year Round 1 October

15ft 8ft

835ft (Pipeline)

4/6 ft (+/-1)

May 15/Sept 15

May 15/Sept 15

Weekly (Beaches

Open) Mayhem Hollow

Idle Speed 4 0 Year round as needed

Year round as needed

8ft May 15/Sept 15

Redman

Creek

No Boat Pipeline Depth Gauge

22 April 22 April 22 April

6 Sept.

Year Round

6 Sept.

15ft 360 ft

(pipeline) 4/6 ft (+/-1)

May 15/Sept 15

Weekly (Beaches

Open) Rockwood

Point No Boat Pipeline Depth Gauge

22 April 22 April 22 April

6 Sept.

Year Round

6 Sept.

15ft 595ft

(pipeline) 4/6 ft (+/-1)

May 15/Sept 15

Weekly (Beaches

Open Sundowner

Marina Idle Speed

Breakwater

Year round Year round

Year round Year round

8ft 8ft

May

Intake

Structure Barrier Float

No Boat

Year round Year round

Year round Year round

8ft May 15/Sept 15

River Channel

Mid- Channel

35 0 Year round as needed

Year round as needed

8ft May

Totals: 74 38

Island Campsites:

Site # Site Dimensions Inspection/Cleaning Dates Optional Cleanings Site #1 60’ x 40‘ April 15

5 days prior to Memorial Day 5 days prior to July 4th 5 days prior to Labor Day October 15

As Needed

Site # 2 65’ x 50’ April 15 5 days prior to Memorial Day 5 days prior to July 4th 5 days prior to Labor Day October 15

As Needed

Site # 3 85’X 85’ April 15 5 days prior to Memorial Day 5 days prior to July 4th 5 days prior to Labor Day October 15

As Needed

Site # 4 50’ x 70’ April 15 5 days prior to Memorial Day 5 days prior to July 4th 5 days prior to Labor Day October 15

As Needed

Site #5 35’ x 45’ April 15 5 days prior to Memorial Day 5 days prior to July 4th 5 days prior to Labor Day October 15

As Needed

Site #6 30’ x 70’ April 15 5 days prior to Memorial Day 5 days prior to July 4th 5 days prior to Labor Day October 15

As Needed

Total: 6 30 18

Navigational Signs/ Arrows

Site Locations Inspection/Cleaning Dates

Replace/ Adjust Signs

Optional Cleanings

Navigation Sign #1 July 15 (+/- 5 days) As Needed As Needed Navigation Sign # 2 July 15 (+/- 5 days) As Needed As Needed Navigation Sign # 3 July 15 (+/- 5 days) As Needed As Needed Navigation Sign # 4 July 15 (+/- 5 days) As Needed As Needed Navigation Sign #5 July 15 (+/- 5 days) As Needed As Needed Navigation Sign #6 July 15 (+/- 5 days) As Needed As Needed Navigation Sign # 7 July 15 (+/- 5 days) As Needed As Needed Navigation Sign # 8 July 15 (+/- 5 days) As Needed As Needed Navigation Sign # 9 July 15 (+/- 5 days) As Needed As Needed Navigation Sign # 10 July 15 (+/- 5 days) As Needed As Needed Navigation Sign # 11 July 15 (+/- 5 days) As Needed As Needed Navigation Sign # 12 July 15 (+/- 5 days) As Needed As Needed Navigation Sign # 13 July 15 (+/- 5 days) As Needed As Needed Arrow Sign # 1 July 15 (+/- 5 days) As Needed As Needed Arrow Sign # 2 July 15 (+/- 5 days) As Needed As Needed Arrow Sign # 3 July 15 (+/- 5 days) As Needed As Needed Arrow Sign # 4 July 15 (+/- 5 days) As Needed As Needed Arrow Sign #5 July 15 (+/- 5 days) As Needed As Needed Arrow Sign # 6 July 15 (+/- 5 days) As Needed As Needed Arrow Sign # 7 July 15 (+/- 5 days) As Needed As Needed Arrow Sign # 8 July 15 (+/- 5 days) As Needed As Needed Arrow Sign # 9 July 15 (+/- 5 days) As Needed As Needed Total: 22 22 22

Fish Structure

Location Year # Quantity Per

Location Depth Submerged Date

A B C D E

Base 10

5’ at 354.79” Oct 1 – Feb 28

F G H I J

Option 1 10

5’ at 354.79” Oct 1 – Feb 28

K L M A B

Option 2 10

5’ at 354.79” Oct 1- Feb 28

C D E F G

Option 3 10

5’ at 354.79” Oct 1 – Feb 28

H I J K L

Option 4 10

5’ at 354.79” Oct 1 – Feb 28

M A B C D E

Option 5 10

5’ at 354.79” Oct 1 – Feb 28

Appendix C - Buoy Inspection Forms

Idle Speed Seasonal (ISS) Idle Speed Permanent (ISP) No Boat Seasonal (NBS) No Boat Permanent Barrier No Boat (BNB) Mid-channel Buoy (MCB) Breakwater Buoy (BRB)

Beach Buoys: Pipeline (PL) Depth Gauge Buoys (DGB) Anchor Buoys (AB)

Buoy Type:

Proper Location

Markings: Damaged: Cleaned: Replaced/ Repaired:

Comments:

Buoy Type:

Proper Location

Markings: Damaged: Cleaned: Replaced/ Repaired:

Contract Signature: ___________________________

Inspector Signature: ___________________________

Supervisor Signature: __________________________

Appendix D.1 Anchor Schematics

Appendix D.2 Fish Shelter Specifications

Fish shelter specifications:

Contractor will provide all the labor and materials necessary to construct and place fish structure in areas designated by the COR. Each structure location on the lake will be marked with a GPS point (in decimal degrees) and provided to the COR. Fish shelters will be constructed of a household 5-gallon bucket with holes drilled 1-1/8” in 4 vertical rows angled down the bucket (16 holes total) as to not overlap the next row. Each hole will have an 8’ length of 1” black water pipe run through it (8 total pipes) to the opposite hole and pulled through to be evenly spaced. Out of the top of the bucket will be 6 more 1” black water pipes 4’ in length evenly spaced to fill gaps. The bucket will then be filled with concrete (approximately 1, 80lbs bag) mixed to manufacturer’s recommended rate to the top of the bucket encasing all pipes. Extreme care must be used when placing the structure in designated areas to ensure the structure is placed vertically where the base of the bucket sits on the bottom of the lake floor. Contractor will place a quantity of 50 fish shelters annually (in accordance with Appendices B & O)

Appendix E.1 Mid-Channel Buoys Wappapello Lake Mid-Channel Buoy GPS Coordinates (All listed points are approximate and not to scale.)

1. N 36 55.991’ W 090 17.183’

2. N 36 55.991’ W 090 17.470’

3. N 36 56.093’ W 090 17.461’

4. N 36 56.213’ W 090 17.380’

5. N 36 56.285’ W 090 17.384’

6. N 36 56.264’ W 090 17.536’

7. N 36 56.254’ W090 17.733’

8. N 36 56.481’ W 090 17.979’

9. N 36 56.602’ W 090 18.243’

10. N 36 56.687’ W 090 18.561’

11. N 36 56.658’ W 090 18.817’

12. N 36 56.552’ W 090 19.261’

13. N 36 56.740’ W 090 19.253’

14. N 36 56.927’ W 090 19.282’

15. N 36 57.134’ W 090 19.227’

16. N 36 57.390’ W 090 19.254’

17. N 36 57.680’ W 090 19.072’

18. N 36 57.857’ W 090 19.313’

19. N 36 57.979’ W 090 19.310’

20. N 36 58.016’ W 090 19.154’

21. N 36 58.079’ W 090 19.097’

22. N 36 58.141’ W 090 19.174’

23. N 36 58.176’ W 090 19.448’

24. N 36 58.263’ W 090 19.485’

25. N 36 58.543’ W 090 19.444’

26. N 36 58.763’ W 090 19.428’

27. N 36 58.904’ W 090 19.510’

28. N 36 58.818’ W 090 19.814’

29. N 36 58.846’ W 090 19.956’

30. N 36 58.967’ W 090 20.049’

31. N 36 59.099’ W 090 20.578’

32. N 36 59.086’ W 090 20.821’

33. N 36 59.036’ W 090 21.143’

34. N 36 58.775’ W 090 21.265’

35. N 36 58.493’ W 090 21.540’

Appendix E.2 Mid-Channel Buoys Overview

Appendix E.3 Mid-Channel Buoys 1-7

Appendix E.4 Mid-Channel Buoys 8-14

Appendix E.5 Mid-Channel Buoys 15-17

Appendix E.6 Mid-Channel Buoys 18-24

Appendix E.7 Mid-Channel Buoys 25-31

Appendix E.8 Mid-Channel Buoys 32-35

Appendix F Inlet Channel

Appendix G Chaonia Landing

Appendix H Mayhem Hollow

Appendix I Sundowner

Appendix J Peoples Creek Cove

Appendix K.1 Peoples Creek Beach

Appendix K.2 Redman Creek Beach

Appendix K.3 Rockwood Beach

Appendix L.1 Asher Creek Waterfowl Refuge

Appendix L..2 Lost Creek Waterfowl Refuge

Appendix M.1 Island Campsite Dimensions

Each site should include a pathway, a minimum of a 10’ in width, from the waterline to the impact site. The impact site includes the established “clear” designated area surrounding the picnic table, grill, and lantern post.

Site #1: 60’ X 40’

Site #2: 65’ X 50’

Site #3: 85’ X 85’

Site #4: 50’ X 70’

Site #5: 35’ X 45’

Site #6: 30’ X 70’

Appendix M.2 Island Campsites Overview

Appendix M.3 Island Campsites 1-3, 6

Appendix M.4 Island Campsites 4-5

Appendix N.1 Navigational Aid Number Signs Overview

Appendix N.2 Navigational Aids 1-5

Appendix N.3 Navigational Aids 6-8

Appendix N.4 Navigational Aids 9-10

Appendix N.5 Navigational Aid Signs 11-13

Appendix N.6 Arrow Signs 1-6

Appendix N.7 Arrow Signs 7-9

Appendix O Fish Structure Locations

Appendix P Quality Assurance Surveillance Plan

1. QUALITY ASSURANCE SURVEILLANCE PLAN (QASP) - This plan will be used to assure the Government that the work specified under this contract is completed satisfactorily. Payment Analysis will be conducted by using the 100% sampling method. The government reserves the right to alter or change the type of inspection plan at any time, and to make deductions accordingly.

2. 100% INSPECTION METHOD - Surveillance by this method requires that every occurrence of a performed service be monitored. Contract requirements using these evaluations are generally those that occur infrequently, or are essential, or are costly to perform, or at the Government's discretion. These results are then compared to the specific performance standards.

a. Monitoring - Inspection of all services performed under this method will be conducted upon completion of the Contractor's Quality Control Inspection. All services will be inspected and used for evaluating performance.

b. Deductions - The COR may require that all work which fails to provide the desired results be redone or reduce the contract price to equal the reduced value of the service.

The Contractor will ensure that these defects do not recur. If the Contractor fails to rework the rejected areas where the defects are recurring the Government may:

i. Reduce the contract price to equal the reduced value of the service.

ii. Perform the required services, by contract or otherwise, and deduct any costs incurred by the Government that is directly related to the performance of such services from the Contractor's monthly invoice.

iii. Terminate the contract for default. (Refer to Contract Clause 41 for further clarification.)

iv. Deductions - The deductions taken under this method will be based on the following examples:

c. EXAMPLE: a. Contract price for cleaning and inspecting buoys is = $150.00.

d. Number of buoys to be cleaned/inspected is 70.

e. Sample size is 100%, or 70 buoys.

f. Number of defects is 14 buoys.

g. Percentage of Sample defects is .20.

1. (d/c = 14/70 = .20)

h. The deduction from the delivery order invoice for cleaning/inspecting buoys is $30.00.

1. (a X e) = g

2. ($150.00 X .20) = $30.00

3. Should it become necessary for the Quality Assurance inspector to perform re-inspection of defective work that was required to be redone (due to failure of contractor Quality Control

System to locate and cure these deficiencies prior to the QA inspection) there will be a re-inspection/administration charge equal to the Actual Government Cost (AGC) at the Effective Hourly Rate (E.H.R.) applied to the re-inspected bid item. The AGC re-inspection time will start the minute the inspector is called and/or stops his other duties to perform the re-inspection and will end after the inspector returns to his duty site after the inspection. These charges will be deducted from the Contractor's invoice. Deductions for re-inspection will be taken based on the following example:

EXAMPLE:

Re-inspection of 14 buoys at Wappapello Lake. The Government's Quality Assurance Inspector was at the office at the time he was called to re-inspect. His actual time to inspect the buoys and return to his duties at the office was two hours. The QA inspector's Effective Hourly Rate (E.H.R.) is $25.00 per hour.

The re-inspection deduction will be made as follows:

E.H.R. X inspection hours = Deduction $25.00/hour x 2 hours = $50.00 Deducted from Invoice