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HomeMy WebLinkAboutVer _Complete File_19890328i I NORTh CAROhNA NORTH CAROLINA STATE PORTS AUTHORITY POST OFFICE BOX 9002 / WILMINGTON, NORTH CAROLINA 28402 / (919) 763-1621 22 March 1989 Mr. John R. Parker, Jr. Chief Major Permits Processing Section N. C. Division of Coastal Management P.O. Box 27687 Raleigh, N. C. 27611-27687 SUBJECT: Reconstruction of Berth 1 Permitting Morehead City Port Dear Mr. Parker: MAURICE F. CANADY, JR., P.E. Director of Engineering Per my conversation with Charles Jones on March 15, 1989, concerning the most recent request for modification to subject permit, I submit the attached replacement working plats. Due to delays in obtaining approval of the permit modification, we were forced to direct our contractor to install the sheetpile as ori- ginally permitted in order to avoid substantial delay costs. In order for the work to be completed in accordance with the permit modification dated February 28, 1989, approximately 90' of sheetpile must be pulled and relocated. This will require increased expenditure of State appro- priations. In order to minimize costs we are revising the request for modification to include driving sheetpile north to a distance approximately 120' south of the trestle at which point it will turn towards the west as shown on the attached working plats. Note that the toe of the rip rap dike will remain a minimum of 70' south of the trestle. In order to avoid further delay, no additional modifications have been made to the stormwater management plan. I request that you include these revisions in the request for modifi- cation and continue processing accordingly. By copy of this letter, I SINCE 1945 Mr. John R. Parker, Jr. Page 2 22 March 1989 am requesting that all recipients respond directly to you in order to expedite this matter. Very truly yours, NORTH CAROLINA STATE PORTS AUTHORITY David N. Smith Civil Engineer DNS:jgh enclosures cc: Mr. Charles Jones, N. C. Division of Coastal Management Mr. Cliff Winefordner, Corps of Engineers Gary K. Greene, P.E., The LPA Group Mr. Bill Mills, N. C. Division of Environmental Management Mr. Allen Leary, Jr., B & M Railroad Mr. Amos Dawson, Maupin, Taylor, Ellis & Adams Director, Morehead City Port Director, Plans & Development Counsel 41 ) 1 PERMIT DRAWINGS REHABILITATION OF BERTH 1, PHASE TI MOREHEAD CITY PORT I DRAWING TITLE SHEET NUMBER VICINITY MAP PROJECT LOCATION MAP 2 PROJECT LAYOUT 3 EXIST. DEPTH SOUNDINGS 4 EXIST. STORM DRAINAGE 5 PROPOSED STORM DRAINAGE PLAN 6: 6A PROPOSED STORM .DRAINAGE DETAILS 7 SECTION A-A PROPOSED DIKE 8 SECTION B-B PROPOSED SHEET PILE 9 PROPOSED 01 T F" L - - - - - --1-8- DELETED - PROPOSED MOORING DOLPHIN I I - I I A PROPOSED MITIGATION LOCATION MAP 12 PROPOSED HARD BOTTOM HABITAT 13 PROPOSED INTERTIDAL WETLAND 14 SECTION- PROPOSED INTERTIDAL WETLAND 15 Z .. pwe to ?1> ? ? dd0; W S a a; F I- t 1 0 u?a 5' -?I W uj 41 U z al 3i .23- V, W U. 0 0 VVV??? W 0 LL ?} _ ?- I- Cc -" m W cv - O 0 a aW vp S wo ww a D Q W 2 W X 00 Ck: I Q H } 0 Q9 ?" Q ?o w m cZn a a v, w Q F' } H z0 V J = O F.. W U Q a: F- H O x a: g 00 Z CL O ti 'w lam, A• \ 1 \ r O O V) V) vai Q ci o Z M w cr 0 a w z w 0 GI w J x c? x 0 ti N AVMa31VM IVISVOOVHIN1? 1 ? ;• ? f o .t •i z i II r ? ?- f?•? / a t z 1 Q i J I1 o 1? ? f m a ?. F- -0 ?a 7 1 wRp O= 410 o w Fes- } -. a 9 Oro N Z U' Cc w u uj _ Z ca a U. -0 G. w w0 O = Q '? •?? C U. O zw_j . . Z ° x a. ,a°' w Jp ? cc {n w ?f a Q W Q cr a Z O. 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W I W cn u- > r Alp 0 DIVISION OF ENVIRONMENTAL MANAGEMENT Water Quality Section February 1, 1989 M E M O R A N D U M TO: John Parker FROM: NO SUBJECT: Application for CAMA Permit - Modification N.C. State Ports Authority - Berth 1 Carteret County The Subject application has been reviewed for water quality impacts and the following comments are offered: a. The proposed filling behind the sheet pile may be conducted without final closure of end of the dike. b. A silt screen shall be maintained during the filling operations to minimize turbidity impacts to adjacent waters. BM/dbp cc: Preston Howard t ?d tea. SrATF oA, Warn State of North Carolina Department of Natural Resources and Community Development Division of Coastal Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor William W. Cobey, Jr., Secretary MEMORANDUM TO: Charles Jones Bill Mills Cliff Winefordner FROM: John Parke SUBJECT: Ports Authority, Morehead City Modification Request, Permit No. 182-88 DATE: January 24, 1989 David W. Owens Director This office has received a request to consider a modification to the subject permit which was issued last September. The permit, as you will recall, authorized major upgrading on the east side of the terminal. Bulkhead backfill was understood to be scheduled after all sheet pile and riprap had been installed. That concept was permitted. The attached request explains the need for a phased type of fill to facilitate installation of bulkhead tie-backs, etc. Please review the attached and submit recommendations on the requested change as early as possible, prefer- ably by January 31. A verbal initial response would be helpful. JP/awft I Enclosure AIN 2 4 WATER 1. UALIITY SE_Cflojf! OPERA4-iO w l? r,tC1., P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-2293 An Equal Opportunity Affirmative Action Employer THE LPA GROUP of North Carolina, p.a. Consulting Engineers and Planners Post Office Box 17736 3803 Computer Drive Raleigh, North Carolina 27619 (919) 781-3450 January 19, 1989 John R. Parker, Jr. N.C. Division of Coastal Management Post Office Box 27687 Raleigh, North Carolina 27611-27687 Subject: Reconstruction of Berth 1 Phase II, Permit No. 182-88 Morehead City Port Dear Mr. Parker: 'This letter constitutes a request for revision to subject permit. The North Carolina State Ports Authority requests that the permit be revised to allow for placement of fill material directly behind the new bulkhead as illustrated in Exhibit A prior to the completion of the dike. The placement of this fill material is required prior to the construction of the tie back system. We have programmed the construction of the dike in the next phase of --..his project which includes the dredging and filling aspect- of the project (also included in this next phase is the construction of the mitigation sites). If the dike is required to be constructed prior to any filling, the current construction must be shut down to wait on the completion of the dike. This delay will be significant and will require the dredging of the project to be performed in a May-June time frame. There are two options for constructing the dike. The first option is to add the work to the existing contractors contract or to immediately bid the next phase and to get that contractor on site. In order to get the next phase underway (the latter option), we must follow state construction guidelines which require that the project be advertised a minimum period and that contracts be executed prior to the commencement of the construction activities. A minimum time for advertising and award would be one month, and the construction time for completion of the dike would be a minimum of one month; therefore, the total time that construction would be delayed for this option would be two months. Additionally, we can not guarantee that the low bid contractor would begin immediately. In order to add the work to the existing contract, we must execute a change order which must be approved prior to commencement of the work. The minimum amount of time required for this process would be two weeks, and once again, the construction time would be one month; therefore, the total time of delay would be one and one-half months. Both of the above options require that the construction of the tie back system be completed prior to dredging along the bulkhead. The time for installation of the tie backs would be one and one-half months; therefore, the minimum delay incurred for commencement of dredging would be three months which would be the first of May. ,ve :?ber of THE L .:3P;OUP iINCORPC)i ATEH, COLUMNA. SC ® TACK C w. N-3 ® .'?iYRTLE BLACH, SC 0 rV:,LEiGi i 0 La, ,,-PA, _ 1 Ir N Mr John R. Parker, Jr January 19,.1989 An alternative to the above delays is to allow the fill material to be placed as illustrated in Exhibit "A". The fill material would be confined by -xhe bulkhead to prevent propagation into the harbor. The bulkhead creates a cove where the material will be placed which shelters the fill from tidal currents and wave attack. The installation of the silt curtain should confine any turbidity resulting from the placement operations. The amount of flow across the silt barrier should be minimal since the tributary area is the cove. The contractor can not continue his work for placement of the tie backs without placement of this fill; therefore, we request that this revision be considered at your earliest convenience. We have discussed this alternative with Charles Jones at the project site on 1/18/89 and with Cliff Winefordner of the Corps of Engineers on this date. If you have any questions, please advise. Sincerely, THE LPA GROUP of North Car ina Gary Greene, PE Project Manager cc: Charles Jones, NCDCM Cliff Winefordner, USCOE David Smith, NCSPA s r- X /, J6 t JOB T 14. THE LPA GROUP OF NC SHEET NO. / OF 3803-B Computer Drive Suite 204 BY DATE _ RALEIGH, NORTH CAROLINA 27609 (919) 781-3450 CHECKED BY ' l DATE SCALE Ar- i THE LPA GROUP of North Carolina, p.a. Consulting Engineers and Planners. Post Office Box 17:736 3803 Computer Drive Raleigh, North Carolina 27619 (919) 781-3450 February 28, 1989 John R. Parker, Jr. N.C. Division of Coastal Management Post Office Box 27687 Raleigh, North Carolina. 27611-27687 Subject: Reconstruction of Berth 1 Phase II, Permit No. 182-88 Morehead City Port Dear Mr. Parker: 1139 This letter constitutes a request for revision to subject permit and withdrawal of the revision requested in my letter dated February 1, 1989. The North Carolina State Ports Authority requests that the permit be revised to allow for installation of a bulkhead wall to a point located approximately ninety feet south of the centerline of the Beaufort-Morehead railroad trestle. At such point the bulkhead would turn we-st and parallel the trestle for such distance required to accommodate a transition to a rip rap dike that would extend to the shoreline. We have revised the permit.drawings to reflect this request which are provided in exhibit "A". Additionally, alternative methods for placing fill on the project site within the bulkhead area is requested. The two alternatives would be fill placed by hydraulic or mechanically placed (by truck) methods. This lost request is for informative purpose only and not a revision to subject permit since the permit did not specify the method for placement of fill. In reference to the revision, the installation details for the bulkhead sheeting and tiebacks would be as previously submitted. The proposed dike that would parallel the trestle would be of similar construction as the original proposed dike that was oriented in a north/south direction except that the depth of water at the dike would be less. The toe of the dike would match the existing elevation in the east/west run; therefore, no dredging is required. The storm drainage system has been modified to reflect the reduction in surface area of the site. The outfalls for the existing storm drains would not be altered and the outfall from the proposed storm drainage system would be located at the proposed rock dike as indicated.- The request for alternative methods for placement of fill is requested due to the reduction of area to be reclaimed. This reduction reduces the benefits of hydraulic placed fill since the volume of fill required compared to the cost of setting up the discharge pipe and other miscellaneous work. Fill placed mechanically (trucked in) would be clean sands obtained from alocal borrow source. Member of THE LPA GROUP INCORPORATED COLUMBIA, SC 0 JACKSON, MS ® MYRTLE BEACH, SC z RALEIGH NC m TAMPA. FL Mr John R. Parker, Jr ; February 28, 1989 We request that this revision be considered at your earliest convenience. We can not issue a change order for this work with the contractor until we receive your reply, and the contractor can not proceed with the work until the change order is fully executed (a time period of approximately 2 weeks). By copy of this letter, we are requesting that all recipients respond to you (Mr. Parker) at their earliest convenience. Sincerely, THE LPA GROUP of North Carolina /Gary Greene, PE Project Manager CC: Charles Jones, NCDCM Cliff Winefordner, USCOE David Smith, NCSPA Bill Mills, NCDEM Allen Leary, B&M Railroad Dennis Meyers, NCDOJ Amos Dawson, Maupin, Taylor, Ellis & Adams PERM IT DRAWINGS REHABILITATION OF BERTH I, PHASE IE MOREHEAD CITY PORT DRAWING TITLE SHEET NUMBER VICINITY MAP I PROJECT LOCATION MAP 2 PROJECT - L-AYOUT----_ 3 EXIST. DEPTH SOUNDINGS .4 EXIST. STORM DRAINAGE -5 PROPOSED STORM DRAINAGE PLAN 6 - 6A PROPOSED STORM ,DRAINAGE DETAILS 7 SECTION A-A PROPOSED DIKE 8 SECTION B-B. PROPOSED SHEET PILE 9 PROPOSED OUTFALL IO PROPOSED MOORING DOLPHIN I I - I I A PROPOSED MITIGATION LOCATION MAP 12 PROPOSED HARD BOTTOM HABITAT 13 PROPOSED INTERTIDAL WETLAND 14 SECTION- PROPOSED INTERTIDAL WETLAND 15 .4. Z 00 ;D;u -1-4 cn x D0 D C0 4O = OZ ?D <N ca m D C7 C l _D O O ?m -? _ m D ' v ? m n F _ cn D mW <p= 3 70 : D. ,X7 00 s:z o rn paw 'd 0- ;oz Wi?,W o"r -I ?: Up ?1n O l X, G) o c (Ad m w. ? p Z ? GO I 3 ( A l ?1 h z It ° W H 8 1?? I l W. H.7 ?l N I ?l it 1 / n oo q I O ? D / mo / D -I I m o vz 00 3 r z o -? 1' --- m cn D z cn 1 n ?. , D O v z L. m IC7 ? a r? o ?I n ? D r O Z z0 _ n= a ?0o D?z< z? 0m m J to I? • m m x I ro? l.• I z lir- - = I D M co 'u a Ca cn ?p CA = 0 m A p O a N ar r r r. z v --?J I INTRACOASTAL WATERWAY c s z m x r - 0 ° m < °D 70 < m E; :0 m I j I? I I I? I I? I II J? <n ? ? 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