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Home My WebLink AboutNCDOT 70-20 Demolition Plan Smith Creek Brittingham, Cathy From: Brittingham, Cathy Sent: Wednesday,October 13, 2021 4:34 PM To: Farrell, Sean C Cc: Stephen Lane; Brad Shaver;Sprinkle, Hannah H;Westphal,Anneliese Subject: Demolition Plan, B-4590, Bridoge No. 29 over, mith Creek in New Hanover County, CAMA Permit 70-20 cC fa\flat r i Attachments: 4590, Bridge No.29 over Smith Creek on SR 2812 signed, Permit 70-20.pd -4590 Revlsea Demolition Plan-electronic.pdf; B-4590 Waste Management Plan-electronic.pdf Dear Mr. Farrell, Thank you for providing the B-4590 New Hanover County Bridge No. 29 over Smith Creek Demolition Plan. The submitted information includes the attached Demolition Plan dated 8/27/21, and the attached Waste Management Plan dated August 27, 2021. This e-mail serves as official notification that the submitted information meets the requirements of Condition #21 of CAMA Major Permit 70-20, which was issued on 6/11/20. NCDOT and its Contractor shall continue to adhere to the conditions of the attached active permit. This e-mail notification does not eliminate the need to obtain any additional permits, approval or authorizations that may be required. Please let me or Stephen Lane know if you have any questions or concerns. Sincerely, Cathy Brittingham Cathy Brittingham,Transportation Project Coordinator N.C.Division of Coastal Management (919)707-9149 phone cathy.brittingham@ncdenr.gov Mailing Address: do DWR Transportation Permitting Unit 1617 Mail Service Center Raleigh,NC 27699-1617 Physical Address: 512 North Salisbury Street Archdale Building 12th Floor,Room 1204C Raleigh,NC 27604 Please visit httos://deq.nc.gov/aboutldivisions/coastal-management/for more information about the N.C. Division of Coastal Management. E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. 1 Brittingham, Cathy From: Lane, Stephen Sent: Monday, October 4, 2021 3:18 PM To: Brittingham, Cathy Subject: FW: DC00249 Smith Creek Demo Plan Attachments: Revised Demolition Plan-electronic.pdf Good afternoon Cathy, I hope you had a nice weekend. Please review if you don't mind. I would like to discuss it with you ASAP. Thanks, Stephen From: Farrell, Sean C<scfarrell@ncdot.gov> Sent: Friday, October 01, 2021 4:45 PM To: Lane, Stephen <stephen.lane@ncdenr.gov> Cc:Westphal,Anneliese<awestphal@ncdot.gov> Subject: FW: DC00249 Smith Creek Demo Plan Stephen, Please see the attached demolition plan for B-4590. Please let me know if you require any additional information. Hope you have a great weekend. Thanks, Sean Farrell Division Environmental Officer Division 3 NCDOT- Division of Highways 910-341-2033 office 910-599-1184 mobile scfarrell@ncdot.gov 5501 Barbados Blvd Castle Hayne, NC 28429 fi' Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 1 From: Razzaq, Mohammed A<marazzaq@ncdot.gov> Sent:Thursday, September 30, 2021 3:11 PM To: Oconnor, Dan J <djoconnor1@ncdot.gov> Cc: Omile, Emmanuel I<eomile@ncdot.gov>; Rivenbark,Jason A<jarivenbarkl@ncdot.gov>; Stewart,Alex D <adstewart2@ncdot.gov>; Holst, David W<dwholst@ncdot.gov>; Herndon,T. Mason<tmherndon@ncdot.gov>; Westphal, Anneliese<aestphal@ncdot.gov>; Farrell, Sean C<scfarrell@ncdot.gov> Subject: FW: DC00249 Smith Creek Demo Plan Hi Dan, We are forwarding Contractor's submittal for bridge demolition plan,Accident Prevention Plan and Waste Management Plan. Please review and let us know your comments or concerns. Mohammed A. Razzaq, PE Engineer- II Structures Management Unit North Carolina Department of Transportation 919 707 6411 office marazzaq@ncdot.gov 1000 Birch Ridge Drive Raleigh,NC 27610 From: Rivenbark,Jason A<jarivenbark1@ncdot.gov> Sent: Monday, September 27, 2021 12:33 PM To: Bolden,James L<jlbolden@ncdot.gov>; Omile, Emmanuel I <eomile@ncdot.gov>; Rorie, Madonna L <mrorie@ncdot.gov>;Westphal,Anneliese<awestphal@ncdot.gov>; Farrell,Sean C<scfarrell@ncdot.gov> Cc: Stewart, Alex D<adstewart2@ncdot.gov>; Holst, David W<dwholst@ncdot.gov>; Herndon,T. Mason <tmherndon@ncdot.gov>; Erik Westerberg<EWESTERBERG@civilworkscontracting.com>; Randy Russell <rrussell@civilworkscontracting.com>; Carroll,Trevor K<tkcarroll@ncdot.gov> Subject: DC00249 Smith Creek Demo Plan James, Omile, Madonna, Anneliese, and Sean, Please see the attached demolition plan for DC00249 Bridge 29 over Smith Creek for your review and approval. Thanks, Jason A Rivenbark Senior Assistant Resident Engineer Wilmington Resident Engineer's Office Department of Transportation—Division 3 910 398-9100 office 910 620 9829 mobile jarivenbarkl(ancdot.gov 300 Division Drive Wilmington, NC 28401 2 r t , i. From: Erik Westerberg<EWESTERBERG@civilworkscontracting.com> Sent: Monday, September 27, 2021 12:09 PM To:Stewart, Alex D<adstewart2@ncdot.gov>; Rivenbark,Jason A<jarivenbark1@ncdot.gov> Cc: Hoist, David W<dwholst@ncdot.gov>; Randy Russell <rrussell@civilworkscontracting.com> Subject: [External] Smith Creek Demo Plan CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. All, please see attached Demo Plan for Smith Creek Bridge. This will be done by 4 Seasons Demolition, and the SAF for them will be forthcoming. Please let me know if you need anything else in regards to this work to be completed. Thank you Erik , .wo Erik Westerberg CWCi j General Superintendent 9 �`..��,�� 0: 910.859.8574 F: 910.769.2845 C: 910.899.6319 190 Raleigh St, Wilmington, NC 28412 qi,---it). www.civilworkscontracting.com LK SAFE 1 cm WORKING TOGETHER. BUILDING TOGETHER. Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties. 3 SZIA.13016116 DEMOLITION Demolition Plan UNLIMITED•UNCLASSIFIED•GENERAL CONTRACTOR Contract DC00249 910-793-3662 - - August 27,2021 7 ' —Z B-4590 New Hanover County Bridge No. 29 Over Smith Creek Demolition Contract No. DC00249 Demolition Plan Prepared by: 4 Seasons Demolition, inc. 4004 River Road Wilmington, North Carolina 28412 August 27, 2021 Copyright 2012-2021 by Intelligent Administration,LLC. All Rights Reserved. Page 1 Demolition Plan B'imio � �y��. 11110 Dziu OL1770 __,. Demolition Plan UNLIMITED•UNcw!W 1ED•GENERAL CONTRACTOR Contract DC00249 910-793-3662 August 27,2021 TABLE OF CONTENTS SECTION SUBJECT PAGE Section I PROJECT SCOPE/SUMMARY OF WORK 3 A. Project Scope B. Demolition Scope Section II HAZARD ANALYSIS IDENTIFICATION 3 Section III ENGINEERING CONTROLS FOR ASBESTOS AND/OR 3 LEAD AWARENESS Section IV UTILITY/OUTAGES 4 Section V DEMOLITION ACTIVITIES Copyright 2012-2021 by Intelligent Administration,LLC. All Rights Reserved. Page 2 Demolition Plan 971A "MI 4DEMOLITIO.N Demolition Plan UNLIMITED•UNCLASSIFIED•GENERAL CONTRACTOR Contract DC00249 910-793-3662 August 27,2021 DEMOLITION PLAN This demolition plan is prepared exclusively for the New Hanover County Bridge No. 29 Over Smith Creek Demolition and will address all demolition concerns in accordance with the contract drawings and specifications. I. PROJECT SCOPE/SUMMARY OF WORK A. Project Scope Project scope for New Hanover County Bridge No. 29 Over Smith Creek Demolition includes: Demolish and remove Bridge No. 29. B. Demolition Scope Demolition for New Hanover County Bridge No. 29 Over Smith Creek Demolition includes: Demolish and remove Bridge No. 29.. II. HAZARD ANALYSIS IDENTIFICATION An Activity Hazard Analysis will be done for each phase of work on New Hanover County Bridge No. 29 Over Smith Creek Demolition, including demolition. Activity Hazard Analysis is a tool used to review work methods and procedures and identify any associated hazards. These hazards may be known prior to the start of work, or may be manifested during the course of construction operations. Once the hazard has been identified, the best means of control will be developed and implemented. In the event that there are hazardous abatement/demolition activities, 4 Seasons Demolition, Inc. will require that subcontractors involved with hazardous abatement/demolition activities submit a separate Hazard Analysis. III. ENGINEERING CONTROLS FOR ASBESTOS AND/OR LEAD AWARENESS Copyright 2012-2021 by Intelligent Administration,LLC. All Rights Reserved. Page 3 Demolition Plan DEMOLI7 ®r Demolition Plan U iilNREO•UNCLASSIFIED•GENERAL CONTRACTOR Contract DC00249 910-793-3662 August 27,2021 Per the Project Owner, Asbestos or Lead contaminants are not expected to be encountered on New Hanover County Bridge No. 29 Over Smith Creek Demolition Steel with LBP will be transported to a metal recycling facility. C&D materials with lead paint and/or mold will be demolished with the building under wet conditions and transported to a schedule D landfill. On each shift there will be a trained competent person overseeing demolition operations. IV. UTILITIES/OUTAGES All outages required will be requested in writing prior to the outage, as required. For New Hanover County Bridge No. 29 Over Smith Creek Demolition, coordination with the proper authorities, and other required entities and all required Lock Out/Tag Out Procedures are required to be followed. V. DEMOLITION ACTIVITIES Engineering Survey Prior to the commencement of demolition activities, the Competent Person will determine the condition of all items scheduled for demolition, to prevent injury or damage to surrounding facilities. Demolition shall be performed in accordance with the contract documents. Utilities Existing site utilities that are indicated on the contract documents will be protected from damage by whatever means deemed necessary. Utility services such as electrical service, telephone service,water, gas, steam lines, and sewer services affected by demolition will be cut and/or turned off in appropriate locations by others. Mechanical systems or services below grade to be removed shall be exposed by proper, safe methods to protect surrounding utilities. Disconnection of utility services will be performed in accordance with the approved schedule. Safety All workers on the site will have and use any safety devices necessary to prevent their injury (i.e.: safety glasses, hard hats, gloves, vests, etc.). All workers will be trained in the use of tools and equipment which they are required to use. Any opening which could create a hazard will be demarcated. Traffic control devices will be installed if and where appropriate and flag persons will be used, when necessary. Trucks utilized will be loaded at less than their legal capacity and Copyright 2012-2021 by Intelligent Administration,LLC. All Rights Reserved. Page 4 Demolition Plan 4- 81144""DE2110 /i - Demolition Plan UMurrtee•uMcunseo•ae cownueroe Contract DC00249 910-793-3662 August 27,2021 all loads will be tarped. All holes, pits, trenches, and similar openings that may occur as a result of demolition will be back filled in eliminate any hazard. Safety of pedestrians or other personnel in the near vicinity of the demolition activities shall be assured by the use of barricades and other restrictive devices, as deemed necessary. A flag person/guard will be posted in any area where it may be necessary to monitor and warn pedestrian traffic of any potential hazards. Workers and pedestrians who may be in the path of debris or harm, will be removed from those areas. Advanced notice will be given to the General Contractor prior to the beginning of any such work. Adequate protection by barricades and/or protective coverings will be provided for all electrical services, mechanical services, and utilities at the project site. Demolition Demo Upper Bridge Structure: Utilize cable cranes on land from each side of the bridge to dismantle the bridge structure above the deck. Workers will access the structure using a boom lift. Using an oxyacetylene torch, the structure will be cut into manageable size pieces. Workers will access the structure using a boom lift. The crane will place the sections of the bridge in the designated processing and loading area on land. After the sections are processed the material will be transported to the proper recycling facility. Demo Bridge Deck: Method 1 Utilize mini excavators with hydraulic hammers to break the concrete free from the supporting metal structure below. Once the concrete is free it will be removed using a mini excavator with bucket and thumb attachment. Smaller pieces will be removed by hand labor. The concrete will be loaded into dump trucks and transported to the proper recycling facility. After all of the concrete is removed, the steel deck support structure will be cut into manageable size pieces using an oxyacetylene torch. Method 2 Utilize a rope saw to cut the deck (steel and concrete) into manageable size pieces. Access Workers will access the structure utilizing several methods: from the ground and/or barge, using a boom lift, and using a man basket attached to the crane. Removal After each section is cut free, the crane will place the sections of the bridge in the designated processing and loading area on land. After the sections are processed the material will be transported to the proper recycling facility. Copyright 2012-2021 by Intelligent Administration,LLC. All Rights Reserved. Page 5 Demolition Plan 4DE310L1T10V „ Demolition Plan UNLINKED•UNCLASSIFIED•GENERAL CONTRACTOR Contract DC00249 910-793-3662 August 27,2021 Demo Fender System and Wood Piles: Workers will access the fender system and wood piles utilizing a barge. The fender system and wood piles will be removed using an excavator with bucket and thumb attachment. The debris will be loaded onto the barge and later transferred to the designated processing and loading area on land. After the debris is processed it will be transported to the proper recycling facility. Demo Concrete Foundations and Piles: Workers will access the concrete structures utilizing several methods: from the ground, using a boom lift, using a man basket attached to the crane and from the barge. The concrete over land will be removed using excavators with hydraulic hammer attachments. The concrete over water will be cut into manageable size pieces using a cable rope saw. The crane will place the sections of concrete in the designated processing and loading area on land. The concrete piles will be removed using a VIBRO head attached to the crane. The crane will place the piles in the designated processing and loading area on land. After the concrete is processed the material will be transported to the proper recycling facility. Pollution Control Dust and noise resulting from the demolition operations will be controlled in accordance with the environmental regulations so that the minimum inconvenience to the Owner's operations is caused. All Demolition will be performed under wet conditions. The slurry from concrete cutting and smaller pieces of concrete and debris from demolition will be contained utilizing tarps, netting systems, fabric, and positioning the barge under the work area when possible. All Federal, State, and local regulations will be complied with regarding demolition, hauling, and disposal. All other requirements of the specifications will be strictly enforced and adhered to, as they related to environmental protection, protection of existing work, and disposal of material and existing utilities. Copyright 2012-2021 by Intelligent Administration,LLC. All Rights Reserved. Page 6 Demolition Plan • Brittingham, Cathy From: Lane, Stephen Sent: Tuesday, October 12, 2021 5:10 PM To: Brittingham, Cathy Subject: FW: DC00249 Smith Creek Demo Plan Attachments: Waste Management Plan-electronic.pdf FYI. From: Farrell, Sean C<scfarrell@ncdot.gov> Sent:Tuesday, October 12, 2021 9:59 AM To: Lane, Stephen<stephen.lane@ncdenr.gov> Subject: FW: DC00249 Smith Creek Demo Plan Stephen, Attached is the waste management plan for B-4590 to supplement the demolition plan. Disposal and recycling locations are identified for the various materials including steel, concrete, and creosoted wood. Please let me know if you need anything additional. Thanks, Sean Farrell Division Environmental Officer Division 3 NCDOT- Division of Highways 910-341-2033 office 910-599-1184 mobile scfarrell@ncdot.gov 5501 Barbados Blvd Castle Hayne, NC 28429 ji• Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Rivenbark,Jason A<jarivenbarkl@ncdot.gov> Sent: Monday, September 27, 2021 12:33 PM To: Bolden,James L<ilbolden@ncdot.gov>; Omile, Emmanuel I<eomile@ncdot.gov>; Rorie, Madonna L i DEMOLITION Waste Management Plan UNUNfTED•UNCLASSIFIED•GENERAL CONTRACTOR Contract DC00249 August 27,2021 New Hanover County Bridge No. 29 Over Smith Creek Demolition Contract No. DC00249 WASTE MANAGEMENT PLAN Prepared by: 4 Seasons Demolition, Inc. 4004 River Road Wilmington, North Carolina 28412 August 27, 2021 Copyright 2012-2021 by Intelligent Administration.LLC. All Rights Reserved. Page 1 Waste Management Plan a _BeiLli()11111■'IFS DEMOLITION Waste Management Plan UNLIMITED•UNCLASSIFIED•GENERAL CONTRACTOR Contract DC00249 August 27,2021 TABLE OF CONTENTS SECTION SUBJECT PAGE Section A CONTRACTOR STAFF 3 Section B EDUCATION 3 Section C ACTIONS TAKEN TO MANAGE SOLID WASTE 4 GENERATION Section D RECYCLING /RE-USE APPROACHES 4 Section E COST ESTIMATE 4 Section F DISPOSAL 4 Section G RE-USE PROGRAMS 5 Section H PROPOSED MATERIALS TO BE SALVAGED OR RECYCLED 5 Section I IDENTIFICATION OF MATERIALS UNABLE TO RECYCLE 6 Section J ANTICIPATED WASTE GENERATED/DIVERTED 6 Section K RECORDS 8 Section L MATERIAL COLLECTION AND DISPOSAL 8 Section M PROTECT RECYCLED MATERIALS FROM 8 CONTAMINATION Section N TRANSPORTATION AND DESTINATION Copyright 2012-2021 by Intelligent Administration.LLC. All Rights Reserved. Page 2 Waste Management Plan ,1BB�'ABQ1V� ._ DII / /1 Waste Management Plan uw rrtEo•weupsm•owareru eotrt�croie Contract DC00249 910-793-3662 August 27,2021 This Waste Management Plan was developed specifically for the New Hanover County Bridge No. 29 Over Smith Creek Demolition project. The scope of work includes: A. Contractor's Staff Mr. Chuck Ohnmacht, On-site Environmental Manager, will be responsible for waste prevention and management. They shall enforce competent waste management procedures when sizing, cutting and installing products and materials. They will use all practical resources to divert construction and demolition waste from landfills and incinerators and to promote their recycling or reuse. Their responsibilities also include the management of construction and demolition waste for all subcontractors, vendors, and suppliers to participate in the effort. B. Education 4 Seasons Demolition, Inc. shall assign the project superintendent or representative to oversee and enforce proper solid waste management procedures and practices. As education is key to the success of this plan, the following Best Management Practices (BMPs)will be implemented: • Instruct employees and subcontractors on identification of solid waste and hazardous waste. • Educate employees and subcontractors on solid waste storage and disposal procedures. • Hold regular meetings to discuss and reinforce disposal procedures (incorporate into regular safety meetings). • Require that employees and subcontractors follow solid waste handling and storage procedures. • Prohibit littering by employees, subcontractors, and visitors. • Minimize production of solid waste materials wherever possible. Copyright 2012-2021 by Intelligent Administration,LLC. All Rights Reserved. Page 3 Waste Management Plan OMAIKABTHDEMO �� Waste Management Plan uaar�o• �a+�" " Contract DC00249 910-793-3662 August 27,2021 C. Actions Taken to Manage Solid Waste Generation In order to reduce the amount of solid waste generated on the New Hanover County Bridge No. 29 Over Smith Creek Demolition project 4 Seasons Demolition, Inc. personnel and subcontractors will implement the following Best Management Practices (BMP)for Solid Waste Management: • Select designated waste collection areas onsite. • Utilize dump trucks with secure doors and tarp systems to cover the load. • Remove site trash daily, especially during rainy and windy conditions. • Remove solid waste promptly since erosion and sediment control devices tend to collect litter. • Make sure that construction waste is removed and disposed of only at authorized disposal areas. • Hold regular meetings to discuss and reinforce disposal procedures (incorporate into regular safety meetings). • Require that employees and subcontractors follow solid waste handling and storage procedures. • Prohibit littering by employees, subcontractors, and visitors • Minimize production of solid waste materials wherever possible. D. Recycling/Reuse Approaches The Contractor will endeavor to recycle materials when practical. Demolished components during construction will be analyzed and recyclable items will be sorted for transportation to the appropriate recycling facility. E. Cost Estimate The estimated cost of disposal is approximately$7,000.00. This figure is based on calculations of this project's scope of work and from previous projects with similar conditions. This figure will be partially offset by receivables obtained from the efforts of this project's recycling program. The percentage for waste on this site is 7%. F. Disposal Creasoted wood will be disposed of a the Sampson County Disposal, Inc.. All necessary dumping permits/tickets will be applied for and obtained prior to dumping activities taking Copyright 2012-2021 by Intelligent Administration,LLC. All Rights Reserved. Page 4 Waste Management Plan y D �� . / I 1 2' Waste Management Plan uaa TEO•uIlQ.M D•GOMM coNnU1CTOR Contract DC00249 910-793-3662 August 27,2021 place. Sampson County Disposal, Inc. 7434 Roseboro Highway, Roseboro, NC 28382 Concrete will be disposed of at ACI RECYCLING. ACI RECYCLING 1450 Point Harbor Rd Wilmington NC 28412 G. Re-use Programs The materials that will be available for recycling during construction are not planned for "reuse"types of programs. H. Proposed Materials to be Salvaged or Recycled • Steel • Concrete Copyright 2012-2021 by Intelligent Administration.LLC. All Rights Reserved. Page 5 Waste Management Plan te4.' 81"1"41ID5 J Waste Management Plan o• *� Contract DC00249 August 27,2021 Other items may become recyclable and will be evaluated by, TBD TBD, Competent Person, at the time of removal. The following recycling facilities may be utilized upon the value and price per pound for recyclable materials at the time of construction and demolition: ACI RECYCLING 1450 Point Harbor Rd Wilmington NC 28412 910-612-8112 AIC 9733 Blackwell Rd SE#8519 Leland, NC 28451 Identification of Materials Unable to Recycle Some materials will not be available for recycling, as recycling agencies may not accept materials exposed to hazardous materials, such as lead, asbestos and creasoate. These materials will not be available for recycling. J. Anticipated Waste Generated/Diverted For the New Hanover County Bridge No. 29 Over Smith Creek Demolition project, Contract#DC00249, the following is the anticipated amount of solid waste to be generated and recycled: Copyright 2012-2021 by Intelligent Administration,LLC. All Rights Reserved. Page 6 Waste Management Plan BBASQIV��DEM• I I ' - Waste Management Plan mwarrEo•usas>Eo•o carr�c�ae Contract DC00249 910-793-3662 August 27,2021 Anticipated Waste Type of Waste Quantity Percentage Diverted -0-100% • Steel 200 Tons 100% Concrete 1500 Tons 100% Creosoted Wood 200 Tons 0% Copyright 2012-2021 by Intelligent Administration,LLC. All Rights Reserved. Page 7 Waste Management Plan .. . . ,, „. Ima .,-„,...i S 0 1• Waste Management Plan •UNCLASSIFIED•GENERA.CONTRACTOR Contract DC00249 910-793-3662 August 27,2021 K. Records Records shall be maintained to document: • The quantity of waste generated. • The quantity of waste diverted through recycling. • The quantity of waste disposed by landfill or incineration. The records will be available to the Contracting Officer during construction. Upon completion of the project, a copy of the records will be submitted (unless otherwise required) to the General Contractor as part of the closeout documentation. L. Material Collection and Disposal Dump trucks with secure door and tarp systems will be utilized for transportation for all debris. The following BMPs should be followed: • Littering on the project site should be prohibited. • Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. • Construction debris and waste should be removed from the site as soon as possible. • Construction material visible to the public should be stored or stacked in an orderly manner. M. Protect Recycled Materials from Contamination All materials will be stockpiled a sufficient distance to prevent cross contamination. Copyright 2012-2021 by Intelligent Administration.LLC. All Rights Reserved. Page 8 Waste Management Plan 70- 0 Brittingham, Cathy From: Westphal, Anneliese Sent: Wednesday, October 13, 2021 6:02 PM To: Lane, Stephen Cc: Farrell, Sean C; Herndon, T. Mason; Brittingham, Cathy; Shaver, Brad E CIV USARMY CESAW (USA); Sprinkle, Hannah H Subject: RE: B-4590 New Hanover Bridge No. 29 request to cut piles near water line Hi Stephen, Thanks for your help and consideration of this request. I will make sure that the resident engineer's office has this information. Also, I understand that the locations for the piles to be cut off have been painted and flagged in the field as we discussed at last week's review of the project. This can be reviewed at the project's next scheduled "ride through" or at another time that is convenient for you. Or I can send photos of the paint and flagging. Thanks again, Anneliese Anneliese Westphal Environmental Senior Specialist Division 3 NCDOT- Division of Highways 910 341 2000 office 910 604 1330 mobile 910 675 0143 fax awestphal@ncdot.gov 5501 Barbados Blvd Castle Hayne, NC 28429-5647 srnr .' s v,�' 9 From: Lane,Stephen <stephen.lane@ncdenr.gov> Sent:Wednesday, October 13, 2021 3:47 PM To:Westphal,Anneliese<awestphal@ncdot.gov> Cc: Farrell, Sean C<scfarrell@ncdot.gov>; Herndon,T. Mason <tmherndon@ncdot.gov>; Brittingham, Cathy <cathy.brittingham@ncdenr.gov>; Shaver, Brad E CIV USARMY CESAW (USA) <Brad.E.Shaver@usace.army.mil>; Sprinkle, Hannah H <hannah.sprinkle@ncdenr.gov> Subject: RE: B-4590 New Hanover Bridge No. 29 request to cut piles near water line Hi Anneliese, 1 The Division of Coastal Management has reviewed the NCDOT's proposal to allow the contractor to cut off any piles (at 1' below the mud line) within the box identified as "Limits for cutting piles to avoid disturbing waterline" as shown on revised Permit Drawing Sheet 2 of 10 included in your September 24, 2021 email to me. The DCM is in agreement with the subject proposal, therefore, please consider this email as the DCM's official authorization of this request. Due to the water line being part of the public water supply system, NCDOT is encouraged to contact Heidi Cox with the NCDEQ-Public Water Supply Section in the Wilmington Regional Office to ensure there are no additional precautions needed when working adjacent to the water line. Please let us know if we can be of further assistance with this project. Sincerely, Stephen Lane Coastal Management Representative From: Westphal, Anneliese <awestphal@ncdot.gov> Sent: Friday, September 24, 2021 6:18 PM To: Lane, Stephen <stephen.lane@ncdenr.gov> Cc: Farrell, Sean C<scfarrell@ncdot.gov>; Herndon, T. Mason <tmherndon@ncdot.gov> Subject: B-4590 New Hanover Bridge No. 29 request to cut piles near water line Hi Stephen, This email is in reference to DCM Permit Number 70-20 for the TIP No. B-4590 bridge replacement project. Please see the attached mark-up of Permit Drawing Sheet 2 of 10. As we discussed during an online Teams meeting last week, our surveyor was able to show the stationing and off-sets which create an area around the existing water line on the east side of the bridge. This area is shown on the attached drawing and shaded in red. Therefore, the department would like to request to be able to cut off(at 1-foot below the bed of the water body) any piles which are within this area. This will include any piles of the existing north and south fender system which are within this area. By cutting off the piles instead of attempting to pull them, we can avoid conflict with, and possible 2 disturbance to,the existing 16"water line which will remain at its current location under the channel. Also attached is the plan view and profile view of the existing water line from the UC plan sheets for your reference. Please let me know if you need any additional information. Thank you, Anneliese Anneliese Westphal Environmental Senior Specialist Division 3 NCDOT- Division of Highways 910 341 2000 office 910 604 1330 mobile 910 675 0143 fax awestphal(a�ncdot.gov 5501 Barbados Blvd Castle Hayne, NC 28429-5647 :%TATE„ fil. Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties. 3 • nPIGACT it NO SHEET NO DETAIL A DETAIL C I BRIDGE NO. 640029 ROADWA� "° SPECIAL LATERAL 'V'DITCH SPECIAL LATERAL 'V' DITCH J D+GiNFHt E�1GiNEH Not to Scale) I iN°+>o5aal �F'°"' PERMIT DRAWING Front Ditch ?y 1 Cod, 3` Group °� , D SI°" SHEET 2 OF 10 Ground 3 J D Min.D= 2.0 Ft. Rock Mating Type of Liner- Rods Plating Min.D= 2.0 Ft. EST 1 TON CL B RIP RAP FROM -L- STA.21+50 TO STA 22+32 RT EST 5 SY GEOTEXTILE DOCUMENT NOT CONSIDERED FINAL FROM STA.-L- 21+25 TO STA.21+50 RT \ UNLESS ALL SIGNATURES COMPLETED ROCK PLATING REQUIRED FOR SLOPES EST 1 TON Cl B RIP RAP i STEEPER\N 3:1 EST 5 SY GEOTEXTILE FILL IN WETLANDS \ RSSH OVE E E ISTINGi ' EEK 80 A IN / SMITH CREEK B DGE ` ABANDONEDUMSL 6'DI \ _-T E ALUM SLUDGE LINE EBB i• se WOODS FLOOD uT IEN1 :-.`� _ * - • . 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Intersection Per UC Plans: i� � � ^�&.i�_ - -- _ �' \ O/S'64'RT-L- ��_� • } ��O - —.Le— I. \F . 1 / �' i ��ll��/`,� �T�•+=�/L1 � /�1/ �' ; .. - /404 /�,�p,�� . .tM t it,.._ t t t N / � i �•;407ri ' "i�'-'7 STA:17+89.80 ��:� d �, '/��f/ �� -11K V ,;t'"1P l��e` _`C4sT �7iA71®V ��//I O/S:67.75 RT-L- .gI•. Y.!W°f A � • 1 E --, '4,� �� _ �q T I / /�// ' �1�' ')1�� STA:19+52.84 t REMOVE' —p� �IJ,t' �e RS t t 1 )/ /A+'� �� y :1 _ id8RTL- �'� :�LBOnRp • .O • p 6• 1 R F RXA0 ! wry A�6 / j g t f /17 - * SPECIAL LATERAL /- OP v �`j,, ik \ Lmits for cutting piles to I /O Q,' /„ 3 STA:17+93.47 I6 avoid disturbing waterline I 'V'DITCH N /0sf 4 j c. 5'j S6/ j ' * * I I ± - ,O/S:84.91 RT-L- ilk SEE DETAIL C 8S7 •�z�R 1 FI �P CAMA /404 Jj �� EST 2 TON CL B RIP RAP - F '� EST 7 SY GEOTEXTILE•/ F r, # .r; SPECIAL LATERAL ://111.- . A,/(�-. yam- 404 WETLAND ONLY 'V'DITZPI - - _ ` 1 REMOVE SEE DETAIL B / ... d FENDER Q10=27.14c s V10'4.p1f D c illSYSTEMS 1 404 WETLAND ONLY /' :///2;,/, p/ F DENOTES FILL IN 404 WETLAND ONLY F WETLAND CORBETT PACKAGE COMPANY w CLEAN OUT EXISTING RCP w OUTLET AS NECESSARY TO VrM1067")// ), DENOTES HAND ,.s?f DENOTES TEMPORARY TIE TO PROPOSED DITCH CLEARING IMPACTS IN SURFACE WATER 50 0 50 100' 150 M