ML17038A273: Difference between revisions
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
||
| Line 19: | Line 19: | ||
==Dear Mr. Dantin:== | ==Dear Mr. Dantin:== | ||
We have received an application for a Department of the Army permit dated July 15, 2013, from Entergy-Waterford 3, concerning permission to replace four dolphins on the right descending Mississippi River bank, vicinity of second order levee station 443+00, in St. Bernard Parish, Louisiana. We have no objection to your Board's issuance of a permit for that portion of the work which is under your jurisdiction provided: a. The work is accomplished in accordance with the above referenced application, vicinity map and accompanying drawings, copy enclosed. b. All pile driving work is performed and completed while the stage of the Mississippi River is below elevation +15.0 feet on the Carrollton gage, at New Orleans, Louisiana. Information concerning current river stages may be obtained on our website at www.mvn.usace.army.mil. c. Riprap is placed around all piles that penetrate through the revetment in accordance with the Corps of Engineers standard drawing, "Repair Procedures Required When Penetrating Revetments With Piles, Caissons and/or Pile Clusters," file No. H-18-45204, copy enclosed. d. Any damage to the bank resulting from the applicant's activities is repaired at the applicant's expense. | We have received an application for a Department of the Army permit dated July 15, 2013, from Entergy-Waterford 3, concerning permission to replace four dolphins on the right descending Mississippi River bank, vicinity of second order levee station 443+00, in St. Bernard Parish, Louisiana. We have no objection to your Board's issuance of a permit for that portion of the work which is under your jurisdiction provided: a. The work is accomplished in accordance with the above referenced application, vicinity map and accompanying drawings, copy enclosed. b. All pile driving work is performed and completed while the stage of the Mississippi River is below elevation +15.0 feet on the Carrollton gage, at New Orleans, Louisiana. Information concerning current river stages may be obtained on our website at www.mvn.usace.army.mil. c. Riprap is placed around all piles that penetrate through the revetment in accordance with the Corps of Engineers standard drawing, "Repair Procedures Required When Penetrating Revetments With Piles, Caissons and/or Pile Clusters," file No. H-18-45204, copy enclosed. d. Any damage to the bank resulting from the applicant's activities is repaired at the applicant's expense. e. That should changes in the location or section of the existing levee and/or river, or in the generally prevailing conditions in the vicinity, be required in the future in the public interest, the applicant shall make changes in the project concerned, or in the arrangement thereof, as may be necessary to satisfactorily meet the situation and shall bear the cost thereof. This letter of no objection is based upon engineering criteria, and no interpretation or comments regarding local laws, zoning, or ordinances concerning property rights, etc., have been made. Additionally, this letter of no objection does not obviate the applicant's requirement to obtain federal, state, or local permits required by law. If we can be of any further assistance, please feel free to call Mr. Albert Terry of my office, at (504) 862-2311. Additionally, future correspondence concerning this project should reference our permit number 13-592. This will allow us to more easily locate records of previous correspondence, and thus provide a quicker response. Please furnish this office a copy of your permit if the applicant's proposal is approved by your Board. Sincerely, Operations Manager, Completed Works Enclosures Copies Furnished: CPRA, Baton Rouge, Attn: Rhonda Braud CPRA, Baton Rouge, Attn: Antonio German Entergy -Waterford 3 Attn: Mr. Gerald Davey STONE RIPRAP PILE RIVER BANK DEPTH OF WATER IN FEET AT POINT OF PENETRATION AT TIME OF STONE PLACEMENT I' -10' 11' -40' 41' -60' CAISSON SPUD PILE PILE CLUSTER (BUOY AND ANCHOR CHA I Nl STONE PILE x y 3 1.5 5 2 8 3 ASPHALT WILLOW OR A.C. MA TT RESS RIVER BANK DIMENSIONS IN FEET FOR PROTECTION AREA REQUIRED SPUD PILE CAISSON <BUOY AND ANCHOR CHAIN) x y x y 5 2 8 3 7 3 12 4 12 4 STONE PILE CLUSTER x y 3 I 6 2 10 3 ASPHALT WILLOW OR A.C. MATTRESS RIVER BANK STONE RJPRAP ASPHALT WILLOW OR A.C. MATTRESS RIVER BANK STONE COVERAGE REQUIRED OVER TOT AL AREA NOTES: I. SIZE OF RIPRAP TO VARY BETWEEN 6 POUNDS AND 125 POUNDS WITH 40 PERCENT TO 60 PERCENT OF THE STONE WITHIN THE RANGE OF 25 POUNDS TO 75 POUNDS. << w "' << >-0 >-"' w > 0 0 w "' " w " << "' w > 0 u z 0 2. WHEN PENETRATING THE UPPER BANK PAVING IN A REVETMENT AREA WITH PILES, CAISSONS AND/OR PILE CLUSTERS, A 10 INCH THICK RIPRAP STONE LAYER SHALL BE PLACED OVER ALL AREAS WHERE THE BANK PAVING IS DISTURBED BY DRIVING OPERATIONS. 3. WHEN USING AN ANCHOR CHAIN AND BUOY SYSTEM, THE ANCHOR CHAIN MUST BE ATTACHED AT THE TOP OF THE PILE TO MINIMIZE REVETMENT DAMAGE. " . ' z G'; B ! ! " "' ,,; j mi "':0;:. Ai | ||
e. That should changes in the location or section of the existing levee and/or river, or in the generally prevailing conditions in the vicinity, be required in the future in the public interest, the applicant shall make changes in the project concerned, or in the arrangement thereof, as may be necessary to satisfactorily meet the situation and shall bear the cost thereof. This letter of no objection is based upon engineering criteria, and no interpretation or comments regarding local laws, zoning, or ordinances concerning property rights, etc., have been made. Additionally, this letter of no objection does not obviate the applicant's requirement to obtain federal, state, or local permits required by law. If we can be of any further assistance, please feel free to call Mr. Albert Terry of my office, at (504) 862-2311. Additionally, future correspondence concerning this project should reference our permit number 13-592. This will allow us to more easily locate records of previous correspondence, and thus provide a quicker response. Please furnish this office a copy of your permit if the applicant's proposal is approved by your Board. Sincerely, Operations Manager, Completed Works Enclosures Copies Furnished: CPRA, Baton Rouge, Attn: Rhonda Braud CPRA, Baton Rouge, Attn: Antonio German Entergy -Waterford 3 Attn: Mr. Gerald Davey STONE RIPRAP PILE RIVER BANK DEPTH OF WATER IN FEET AT POINT OF PENETRATION AT TIME OF STONE PLACEMENT I' -10' 11' -40' 41' -60' CAISSON SPUD PILE PILE CLUSTER (BUOY AND ANCHOR CHA I Nl STONE PILE x y 3 1.5 5 2 8 3 ASPHALT WILLOW OR A.C. MA TT RESS RIVER BANK DIMENSIONS IN FEET FOR PROTECTION AREA REQUIRED SPUD PILE CAISSON <BUOY AND ANCHOR CHAIN) x y x y 5 2 8 3 7 3 12 4 12 4 STONE PILE CLUSTER x y 3 I 6 2 10 3 ASPHALT WILLOW OR A.C. MATTRESS RIVER BANK STONE RJPRAP ASPHALT WILLOW OR A.C. MATTRESS RIVER BANK STONE COVERAGE REQUIRED OVER TOT AL AREA NOTES: I. SIZE OF RIPRAP TO VARY BETWEEN 6 POUNDS AND 125 POUNDS WITH 40 PERCENT TO 60 PERCENT OF THE STONE WITHIN THE RANGE OF 25 POUNDS TO 75 POUNDS. << w "' << >-0 >-"' w > 0 0 w "' " w " << "' w > 0 u z 0 2. WHEN PENETRATING THE UPPER BANK PAVING IN A REVETMENT AREA WITH PILES, CAISSONS AND/OR PILE CLUSTERS, A 10 INCH THICK RIPRAP STONE LAYER SHALL BE PLACED OVER ALL AREAS WHERE THE BANK PAVING IS DISTURBED BY DRIVING OPERATIONS. 3. WHEN USING AN ANCHOR CHAIN AND BUOY SYSTEM, THE ANCHOR CHAIN MUST BE ATTACHED AT THE TOP OF THE PILE TO MINIMIZE REVETMENT DAMAGE. " . ' z G'; B ! ! " "' ,,; j mi "':0;:. Ai | |||
}} | }} | ||
Revision as of 15:48, 4 May 2018
| ML17038A273 | |
| Person / Time | |
|---|---|
| Site: | Waterford  |
| Issue date: | 02/07/2017 |
| From: | Entergy Operations |
| To: | Keegan E M Division of License Renewal |
| ELAINE KEEGAN, NRR/DLR, 415-8517 | |
| Shared Package | |
| ML17018A143 | List:
|
| References | |
| Download: ML17038A273 (3) | |
Text
REPLY TO ATIENTIONOF Operations Division Operations Manager, Completed Works DEPARTMENT OF THE ARMY NEW ORLEANS DISTRICT, CORPS OF ENGINEERS P. 0. BOX 60267 NEW ORLEANS, LOUISIANA 70160-0267 September 19, 2013 Mr. Joseph Dantin -President Board of Commissioners Lafourche Basin Levee District Post Office Box 670 Vacherie, Louisiana 70090
Dear Mr. Dantin:
We have received an application for a Department of the Army permit dated July 15, 2013, from Entergy-Waterford 3, concerning permission to replace four dolphins on the right descending Mississippi River bank, vicinity of second order levee station 443+00, in St. Bernard Parish, Louisiana. We have no objection to your Board's issuance of a permit for that portion of the work which is under your jurisdiction provided: a. The work is accomplished in accordance with the above referenced application, vicinity map and accompanying drawings, copy enclosed. b. All pile driving work is performed and completed while the stage of the Mississippi River is below elevation +15.0 feet on the Carrollton gage, at New Orleans, Louisiana. Information concerning current river stages may be obtained on our website at www.mvn.usace.army.mil. c. Riprap is placed around all piles that penetrate through the revetment in accordance with the Corps of Engineers standard drawing, "Repair Procedures Required When Penetrating Revetments With Piles, Caissons and/or Pile Clusters," file No. H-18-45204, copy enclosed. d. Any damage to the bank resulting from the applicant's activities is repaired at the applicant's expense. e. That should changes in the location or section of the existing levee and/or river, or in the generally prevailing conditions in the vicinity, be required in the future in the public interest, the applicant shall make changes in the project concerned, or in the arrangement thereof, as may be necessary to satisfactorily meet the situation and shall bear the cost thereof. This letter of no objection is based upon engineering criteria, and no interpretation or comments regarding local laws, zoning, or ordinances concerning property rights, etc., have been made. Additionally, this letter of no objection does not obviate the applicant's requirement to obtain federal, state, or local permits required by law. If we can be of any further assistance, please feel free to call Mr. Albert Terry of my office, at (504) 862-2311. Additionally, future correspondence concerning this project should reference our permit number 13-592. This will allow us to more easily locate records of previous correspondence, and thus provide a quicker response. Please furnish this office a copy of your permit if the applicant's proposal is approved by your Board. Sincerely, Operations Manager, Completed Works Enclosures Copies Furnished: CPRA, Baton Rouge, Attn: Rhonda Braud CPRA, Baton Rouge, Attn: Antonio German Entergy -Waterford 3 Attn: Mr. Gerald Davey STONE RIPRAP PILE RIVER BANK DEPTH OF WATER IN FEET AT POINT OF PENETRATION AT TIME OF STONE PLACEMENT I' -10' 11' -40' 41' -60' CAISSON SPUD PILE PILE CLUSTER (BUOY AND ANCHOR CHA I Nl STONE PILE x y 3 1.5 5 2 8 3 ASPHALT WILLOW OR A.C. MA TT RESS RIVER BANK DIMENSIONS IN FEET FOR PROTECTION AREA REQUIRED SPUD PILE CAISSON <BUOY AND ANCHOR CHAIN) x y x y 5 2 8 3 7 3 12 4 12 4 STONE PILE CLUSTER x y 3 I 6 2 10 3 ASPHALT WILLOW OR A.C. MATTRESS RIVER BANK STONE RJPRAP ASPHALT WILLOW OR A.C. MATTRESS RIVER BANK STONE COVERAGE REQUIRED OVER TOT AL AREA NOTES: I. SIZE OF RIPRAP TO VARY BETWEEN 6 POUNDS AND 125 POUNDS WITH 40 PERCENT TO 60 PERCENT OF THE STONE WITHIN THE RANGE OF 25 POUNDS TO 75 POUNDS. << w "' << >-0 >-"' w > 0 0 w "' " w " << "' w > 0 u z 0 2. WHEN PENETRATING THE UPPER BANK PAVING IN A REVETMENT AREA WITH PILES, CAISSONS AND/OR PILE CLUSTERS, A 10 INCH THICK RIPRAP STONE LAYER SHALL BE PLACED OVER ALL AREAS WHERE THE BANK PAVING IS DISTURBED BY DRIVING OPERATIONS. 3. WHEN USING AN ANCHOR CHAIN AND BUOY SYSTEM, THE ANCHOR CHAIN MUST BE ATTACHED AT THE TOP OF THE PILE TO MINIMIZE REVETMENT DAMAGE. " . ' z G'; B ! ! " "' ,,; j mi "':0;:. Ai