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Home My WebLink About20131086 Ver 1_Application_20131004d.�.�.SfA7Eq� � A� �✓� f `� s� �^�. STATE OF NORTH CAROLINA DEPAR'TN�NT OF TRANSPORTATION PAT MCCRORY GovERNOR October 4, 2013 Stephen Lane Division of Coastal Management 400 Commerce Ave. Morehead City, NC 28557 ANTHONY 7. TATA SECRETARY SUBJECT: Application for CAMA Major Permit for Replacement of Brunswick County Bridge #25 & associated Utility Line Work on SR 1500 approximately 0.1 mile South of SR 1506 Brunswick County, WBS # 17BP3.R.26 Dear Mr. Lane: The North Carolina Department of Transportation (NCDOT) is requesting issuance of a CAMA Major Permit to replace Brunswick County Bridge #25 on SR 1500. The proposal is to replace the existing 81.4 feet long by 253 feet wide 4 span bridge with a 120 feet long by 36.25 feet wide 3 span bridge as described in this package. The existing navigable vertical clearance would be lowered six inches while the horizontal navigable clearance would be significantly improved. The proposed bridge replacement project would require utility work of relocating a waterline via underground bore and relocating an aerial power line. The project also requires relocating a telecommunications cable via underground bore from high ground to high ground which has already been performed as further described in this applicarion. Also, minor road realignment is proposed to improve safety in this curve section. Please find enclosed the following: 1) CAMA Permit application forms MI'-1, MI'-2, and MP-5 2) Adjacent riparian property owner list along with a copy of the letters that were sent 3) Returned green cards from the mailings to the adjacent riparian property owners 4) Two maps including a vicinity map and a USGS map 5) A copy of the draft Minimum Criteria Determination Checklist (MCDC) verifying environmental compliance as requested per item 6(k) of the MP-1 Form; please note that this is a draft as I usually wait until all permits are received prior to finalizing the MCDC. Please note, however, that none of the answers to the questions on pages 2 and 3 of the MCDC is expected to change. 6) Permit Drawings (10 total including impact summary table) 7) Bridge Survey Report (please note that the Bridge Survey Report is being included primarily for information purposes; some information has been updated since approval of the bridge survey report. Specifically, wetland locations have been revised. Therefore, the permit drawings should take precedence in regard to permit decisions). 8) L,etter from the NC Wildlife Resources Commission 9) Letter from the US Fish and Wildlife Service 10) Wetland and Upland Data Forms 11) NCDWQ Stream Identification Form 12) NCDOT Cultural Resources StaffArchitectural and Archaeological clearance documents SSO1 BARBADOS BLVD. CASTLE HAYNE, NC 28429 Phone:(910)341-2000 Fax:(910)675-0143 Brunswick 25 CAMA Permit Application Cover Letter October 4, 2013 Page Two The water body at the location of Brunswick County Bridge #25 is Midway Branch and is classified as C Sw. It appears that Midway Branch is not classified as Primary Nursery Area nor as Anadromous Fish Spawning Area at this location. The several various impacts are described in this paragraph. Various areas of fill in wetlands are proposed as needed to accommodate the proposed roadway fill and rip rap abutment protection. Hand clearing has been proposed in areas that are currently primarily herbaceous. Mechanized clearing has been proposed in areas that are currently forested. Both the hand clearing and the mechanized clearing are proposed in order to help facilitate the project in the way of providing clearance to be able to install erosion control devices, provide swing clearance for maneuvering equipment such as backhoe buckets and the like. The one large area of inechanized clearing in the SW quadrant is necessary for a boring machine to be placed to perform the waterline bore. RKK, the design engineering firm, has confirmed that this area of inechanized clearing is needed for the machine to be placed in and that this area would not be excavated either temporarily or permanently. There is a small area of temporary excavation immediately adjacent to the large area of mechanized clearing in the SW quadrant. This temporary excavation is to facilitate the actual valve connection pit for the waterline. There is permanent fill in surface waters for the bank stabilization effort in the SE quadrant which we discussed at length in the field in August 2013; this bank stabilization effort results in relatively minimal square footage and linear footage of impacts as described further in the package. The rather extensive temporary surface water impacts on the south bank of the creek are included to account for both inadvertent impacts near the top of bank that may be resultant from the immediate adjacent proposed work of filling in some areas and cutting in others and also to account for potential disturbances resultant from nearby placement of sedimentation and erosion control measures. There is permanent excavation in wetlands near the proposed bridge corners to help create the floodplain bench under the bridge. The large area of temporary fill in the NW corner of the project is to facilitate the placement of work mats for the crane to sit on to perform the work of placing the center 70' span. This was the selected alternative to replace the previously proposed temporary rock work pad in the creek which is no longer being proposed. The current proposal per my understanding now has cranes operating from the SW and NW quadrants to place this center 70' span. There are no impacts on the SW bank proposed to wetlands as there are no wetlands near the immediate edge of Midway Branch and the crane can sit on high ground in the SW quadrant. Additionally, NCDOT by copy of this package is making application to the US Army Corps of Engineers and to the NC Division of Water Resources for the appropriate permits for this project. NCDOT acknowledges that the appropriate fee will be debited against the WBS element provided above for processing this CAMA Major Permit application. Thank you for all your help working through this process. If you have any questions or need additional information in this regard please contact me at (910) 341-2036. Si cerely, onewall Mathis Division 3 Environmental Officer Enciosures Cc: Mr. Brad Shaver, USACE, Wilmington District Mr. Mason Herndon, NCDWQ, Fayetteville ,,��4�. � #� � v 4,,;2 \� .��,,. STATE OF NORTH CAROLINA DEPARTIV�NT OF TRANSPORTATTON PAT MCCRORY GovERNOR October 4, 2013 US Army Corps of Engineers Wilmington Regulatory Field Office Attn: Mr. Brad Shaver 69 Darlington Avenue Wilmington, NC 28403 ANTHONY J. TATA SECRETARY SUBJECT: Nationwide 3 or 14 Permit Application and Nationwide 12 Permit Application for Replacement of Brunswick County Bridge #25 & associated Utility Line Work on SR 1500 approximately 0.1 mile South of SR 1506 Brunswick County, WBS # 17BP3.R.26 Dear Mr. Shaver: The North Carolina Department of Transportation proposes to replace Brunswick County Bridge 25. The purpose and need for this project is that the bridge has reached its useful life and needs to be replaced to preserve the safety and mobility of the traveling public. The water body at this location is Midway Branch classified as C Sw at this location. NCDOT requests your concurrence and approval to perform this work under the Nationwide Permit 3 or Nationwide Permit 14 as appropriate. A portion of the road is proposed to be realigned to provide for better sight distance and a safer curve which is why I have thrown in the discussion about NWP 14. I do not foresee an objection on our part to either one so whichever is the most appropriate should carry forward. I am requesting a waiver from your condition to place fabric under the rip rap. The reason for this request is that it is believed that a more stable situation can be created by pressing the rip rap into the existing soil without the use of the fabric . The NWP 12 is being requested for the utility line work proposed. Please find attached for your consideration a copy of the NC Division of Coastal Management permit application package; I respectfully request that you allow this to serve as the PCN for this project. Please find significant explanation of impacts in the cover letter to NCDCM as well as in the package itself. Thank you for considering this proposaL If you have any questions or need additional information please contact me at (910) 341-2036. Si erely, Stonewall athis Division 3 Environmental Officer Attachments SSO1 BARBADOS BLVD. CASTLE HAYNE, NC 28429 Phone:(910)341-2000 Fax:(910)675-0143 a � ��tr� � � � � � � � v„2 .��. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT MCCRORY GOVERNOR October 4, 2013 NC Division of Water Resources Attn: Mason Herndon 225 Green Street, Suite 714 Fayetteville, NC 28301-5043 ANTHONY J. TATA SECRETARY SUBJECT: Water Quality Certification 3883 or 3886 and 3884 request for Replacement of Brunswick County Bridge #25 & associated Utility Line Work on SR 1500 approximately 0.1 mile South of SR 1506 Brunswick County, WBS # 17BP3.R.26 Dear Mr. Herndon: The Narth Carolina Department of Transportation proposes to replace Brunswick County Bridge 25. The purpose and need for this project is that the bridge has reached its useful life and needs to be replaced to preserve the safety and mobility of the traveling public. The water body at this location is Midway Branch classified as C Sw at this location. NCDOT requests your concurrence and approval to perform this work under the Water Quality Certification 3883 or 3886 as appropriate. A portion of the road is proposed to be realigned to provide for better sight distance and a safer curve which is why I have thrown in the discussion about the WQC 3886. I do not foresee an objection on our part to either one so whichever is the most appropriate should carry forward. You are being officially notified of this request as our combined temporary and permanent wetland impacts proposed total greater than 0.1 acre (the permanent impacts proposed are 0.09 acres). Also, NCDOT requests a waiver from dewatering for the bank stabilization effort as described in this application; the justification for this dewatering waiver request is that the anticipated construction impacts from the placement of the 13' of bank stabilization are relatively minimal and a dewatering effort may reasonably result in more disturbance than the actual placement of the bank stabilization. Also, the 3884 is being requested for the utility line work proposed. Please find attached for your consideration a copy of the NC Division of Coastal Management permit application package; I respectfully request that you allow this to serve as the PCN for this project. Please find significant explanation of impacts in the cover letter to NCDCM as well as in the package itself. I acknowledge that the appropriate fee will be debited against the provided WBS number above for processing this application request. Thank you for considering this proposal. If you have any questions or need additional information please contact me at (910) 341-2036. Enclosures Cc: Sonia Carrillo Sincerely, Stonewall Mathis Division 3 Environmental Officer SSO1 BARBADOS BLVD. CASTLE HAYNE, NC ZH429 Phone:(910)341-2000 Fax:(910)675-0143 DCM MP-1 APPLICATION for Ma�or De�elopment Permlt (last revised 12/27/06) � North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicanf/ Landowner Information Business Name Project Name (if applicable) North Carolina Department Of Transportation Brunswick 25 17BP.3.R.26 Bridge Replacement Applicant 1: First Name MI Last Name Stonewall Mathis Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City State 5501 Barbados Blvd. Castle Hayne NC ZIP Country Phone No. FAX No. 28429 USA 910 - 341 - 2000 ext. 910 - 675 - 0143 Street Address (if different from above) City State ZIP Email smathis@ncdot.gov 2. AgenbContractor Information Business Name AgenU Contractor 1: First Name MI Last Name AgenU Contractor 2: First Name MI Last Name Mailing Address PO Box City State ZIP Phone No. 1 Phone No. 2 - - ext. - - ext. FAX No. Contractor # Street Address (rf different from above) City State ZIP Email <Form continues on back> Form DCM MP-1 (Page 2 of 5) APPLICATION for Major Development Permit 3. Project Locafion County (can be multiple) Street Address State Rd. # Brunswick Midway Road (SR 1500) near Lewis Loop Road (SR 1506) SR 1500 Subdivision Name City State Zip n/a Bolivia NC 28422 - Phone No. Lot No.(s) (if many, attach additional page with list) n/a - - ext. n/a, , , , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Lumber Midway Branch c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. �Natural ❑Manmade ❑Unknown Midway BranCh e. Is proposed work within city limits or planning jurisdiction? f. if applicable, list the planning jurisdiction or city limit the proposed ❑Yes �No work fails within. Unincorporated Areas of Brunswick County 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) �300 (includes approximately 150 ft for each bank) 191,664 c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or n/a, NW L(normal water level) (!f many lot sizes, please attach additional page wifh a list) Average —25' (13' above NW L) ❑NHW or � NW L e. Vegetation on tract The tract is forested along the edges of the right of way with herbaceous vegetation in the maintained roadway and power line corridors. In some locations, there are brush fringe areas between the maintained corridors and the forested areas. f. Man-made features and uses now on tract There is an existing two-lane two-way paved secondary road of SR 1500 with an existing four span (each slightly over 20 feet) 81.4 feet long by 25.3 feet wide Bridge over Midway Branch. The existing bridge is a reinforced concrete deck on I- beams supported by timber piles. There are various driveways and a secondary road SR 1506 leading off of SR 1500. Also, there are various utilities on the tract including power, communications, and water. g. Identify and describe the existing land uses ad'iacent to the proposed project site. The adjacent area is a rural community with largely forested areas and homes in the immediate vicinity. There are churches and a couple of businesses nearby. Agricultural uses are in the near vicinity as well. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? n/a (Attach zoning compliance certificate, if applicable) ❑Yes ❑No �NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes �No k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. �Yes ❑No ❑NA If yes, by whom? NCDOT Cultural Resources Staff I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes �No ❑NA National Register listed or eligible property? <Form continues on next page> 2:��-�€IE-��4w .. i-�S�-��.��.�i .. v�-€��v,,.r�ccc��a6��rv�er:�ent.eaet Form DCM MP-1 (Page 3 of 5) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? �Yes ❑No (ii) Are there coastal wetlands on the site? ❑Yes � No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? �Yes ❑No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. n/a o. Describe existing drinking water supply source. There is an existing water line a portion of which is to be relocated as further described in the application and plan sheets. p. Describe existing storm water management or treatment systems. The existing roadway stormwater drainage sheetflows off of the roadway down the existing fill slopes and into adjacent floodplain areas prior to discharging to the creek. The existing bridge deck drainage discharges underneath the bridge via the existing bridge deck drains. 5. Activities and Impacts a. W ill the project be for commercial, public, or private use? ❑Commerciai �Pubiic/Government ❑ Private/Com munity b. Give a brief description of purpose, use, and daily operations of the project when complete. The purpose of the project is to preserve the mobility and safety of the traveling public by replacing the existing deteriorated bridge structure. The existing 4-span timber bridge is 25.3' wide by 81.4' long and would be replaced with a 3-span 36.25' wide by 120' long, 45" concrete girder bridge; the 3 spans would be 25'-70'-25'. Also a 16" DIP waterline would be relocated. This waterline would be bored under the wetlands via use of a bore pit located partially within the wetlands as shown on the attached plans. The aerial power line would also be relocated, however, there are no wetland impacts proposed resultant from the power line move as this is a slight rea�ignment within the same corridor through the wetland area. Also, a telephone line has previously been relocated in association with this project per a miscommunication; this has previously been discussed with the regulatory agencies of the USACE, the Division of Coastal Management, and the Division of Water Resources. This telephone line relocation has been shown on the plan sheets for the record. The bridge drainage would be discharged outside of the JS waters and wetlands; bridge deck drainage would discharge to either side of the bridge as the high point of the road is proposed on the bridge. The bridge deck drainage would be collected on both sides of the bridge via a collection box and routed via pipe to the bottom of the slope where it would discharge to high ground on a rip rap pad prior to dispersing into the floodplain areas and eventually making its way to wetlands and surface waters. c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. The existing bridge would be removed from high ground. An offsite detour would be utilized. 20" square prestressed concrete piles would be driven with hammer on 110 ton crane. The 70' center span of the proposed bridge would be placed from the top of banks; the previous proposal to place a temporary rock work pad in the creek has been eliminated, however, the alternative selected of working from the top of banks areas would necessitate temporary work pad fill in wetlands on the NW corner as depicted in the attached plan sheets. A 20 ton excavator,rubber tire loader/backhoe, D5 dozer, and roller compactor would be used during construction. Flatbed and pick-up trucks would also be utilized. Wattle Barriers would be utilized under the bridge to prevent turbidity and sediment into the wetlands and the JS; other appropriate sedimentation and erosion control devices would be utilized along the roadway. Boring machinery would be utilized for the waterline relocation. Standard aerial power line equipment would be utilized to relocate the power line. d. List ali development activities you propose. The proposal is to perform the construction of a concrete bridge to replace existing timber bridge and roadway improvements to the bridge approaches for safety of the traveling public. The proposed roadway has been re-aligned to improve the sight distance of the existing road as this section of the road is in a curved section. This realignment of the road is occurring primarily to the north of the bridge. Some of the existing roadway alignment would have pavement removed and would be graded to drain properly. Also, utility relocations would occur. Other more detailed information about these development activities have already been explained in 5.b and 5.c above; please refer to the above for more specifics. e. Are the proposed activities maintenance of an existing project, new work, or both? This project is t0 replace an eXisting bridge with a new bridge & perform associated necessary utiliry relocations as well as realign a portion of the road. ��?-�Cx� ? ,f;�< ,. i-��°;-��,-�:"Gr°�.�`�' ,. �,�� tr�.erF��a�E:�a€r,�#<:�:��r��ss�t.e��m Form DCM MP-1 (Page 4 of 5) f. W hat is the approximate total disturbed land area resulting from the proposed project? g. Will the proposed project encroach on any public easement, public accessway or other area that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. APPLICATION for Major Development Permit 1.3 ❑Sq.Ft or �Acres ❑Yes ❑No �NA The existing roadway stormwater drainage sheetflows off of the roadway down the existing fill slopes and into adjacent floodplain areas prior to discharging to the creek. The existing bridge deck drainage discharges underneath the bridge via the existing bridge deck drains. NCDOT's BMPs for Construction and Maintenance Activities would be utilized to manage stormwater runoff during construction. Post Construction Stormwater has been addressed by the following. Deck drains have been eliminated and all bridge runoff would be captured in drainage structures on the low side of the bridge and discharged to rip rap outlet pads which would be placed at the outlet of the drainage system to diffuse flow to velocities to less than 2fps before entering the upland area where the pads have been located to avoid wetland impacts. The stormwater would then flow through the wetland floodplain areas prior to discharging to Midway Branch. Proposed roadway drainage would more or less sheetflow from the edge of pavment over the roadway shoulder and down the roadway fill slopes into the adjacent floodplain areas for treatment prior to discharging to surface waters. NCDOT has satisfied stormwater requirements of our NPDES permit by minimizing built upon area, diverting away from surFace waters, and installing BMPs to the maximum extent practicable with the presented proposal. i. W iil wastewater or stormwater be discharged into a wetland? If yes, will this discharged water be of the same salinity as the receiving water? j. Is there any mitigation proposed? If yes, attach a mitigation proposal. <Form continues on back> Yes �No L1NA ❑Yes ❑No �NA Yes �No ❑NA 6. Additional lnformation In addition to this completed applrcation form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) —(� are ahvays applicable to any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name See attached list Phone No. Address Name Phone No. Address Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. None known to me. sdm h. Signed consultant or agent authorization form, if appiicable. i. Wetland delineation, if necessary. 252-8E�8-�FT� .. �i-3$�-4F��C��i .. �;�,�v�.€�ceo;�=tadr:t�nac��n��:€t.st�f Form DCM MP-1 (Page 5 of 5) j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) APPLICATION for Major Development Permit k. A statement of compliance with the N.C. Environmentai Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of pubiic funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7. Certification and Permission to Enfer on Land I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. Date � � � �'f � �� 3 Print Name ��o•-.e� � � %�q'� ��t Signature Please indicate application attachments pertaining to your proposed project. �DCM MP-2 Excavation and Fill Information �DCM MP-5 Bridges and Culverts ❑DCM MP-3 Upland Development ❑DCM MP-4 Structures Information 252-��-2�t�� .. '€-88�-�E��C��:'F .. ��,rt�v.s�ccaast�t�lanag�mer��.€�et Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL stabilization Length Width Avg. Existing NA NA Depth Final Project NA NA Depth 1. EXCAVATION � This section not applicable a. Amount of material to be excavated from below NHW or NW L in b. Type of material to be excavated. cubic yards. c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards. (CW ), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (W L)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of the excavation in these areas: 2. DISPOSAL OF IXCAVATED MATERIAL � This section not applicable a. Location of disposal area. b. Dimensions of disposal area. c. (i) Do you claim title to disposal area? ❑Yes ❑No ❑NA (ii) If no, attach a letter granting permission from the owner. e. (i) Does the disposal area include any coastal wetlands/marsh (CW ), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (W L)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of disposal in these areas: d. (i) W ill a dis osal area be available for future maintenance? ❑Yes �No ❑NA (ii) If yes, where? f. (i) Does the disposal include any area in the water? ❑Yes ❑No ❑NA (ii) If yes, how much water area is affected? 252-8�7II-2&C�8 :: '�-��8-4E�:C�X6�S'� . w�t�av �:cc��=fia��tanae��,rrie�E�.¢4E� €�vise�: �f2i2&t€!6 # . . a # : 3. SHORELINE STAB/LIZATION ❑ This section not applicable (If development is a wood groin, use MP-4 — Structures) Type of shoreline stabilization: ❑Bulkhead �Riprap ❑Breakwater/Sill ❑Other: c. Average distance waterward of NHW or NW L: 2' e. Type of stabilization material: Class II Rip Rap g. Number of square feet of fill to be placed below water level Bulkhead backfill Riprap 15.1 B rea kwate r/S i i I Oth er Source of fill material. NCDOT Approved 4. OTHER FILL ACT/VITIES (Excluding Shoreline Stabilization) a. (i) W ill fill material be brought to the site? if yes, (ii) Amount of material to be placed in the water (iii) Dimensions of fill area (iv) Purpose of fill b. Length: 13' Width: 2' d. Maximum distance watenvard of NHW or NW L: 2' f. (i) Has there been shoreline erosion during preceding 12 months? �Yes ❑No ❑NA (ii) If yes, state amount of erosion and source of erosion amount information. It seems reasonable that some erosion has occurred during the past 12 months when reflecting on recent observations in the field however l do not have a quantity nor would I want to guess at the amount of erosion. The source of the erosion would be the creek water interacting with the road fill and stream bank resulting in erosion in the SE quadrant of the project where the bank stabilization is proposed at the sharp bend in Midway Branch. h. Type of fill material. Class II Rip Rap � This section not applicable No ❑ NA b. (i) W ill fill materiai be placed in coastal wetlands/marsh (CW ), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (W L)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of the fill in these areas: 5. GENERAL a. How will excavated or fill material be kept on site and erosion b. W hat type of construction equipment will be used (e.g., dragline, controlled? backhoe, or hydraulic dredge)? Material would be stored in areas that are not environmentaliy sensative. Silt Fence and Wattle Barriers would be utilized to prevent sediment from entering the wetlands or the JS where not authorized. c. (i) W ill navigational aids be required as a result of the project? ❑Yes �No ❑NA (ii) If yes, explain what type and how they will be implemented. Rubber tire loader/backhoe would be used to shape bank upon removal of the existing verticai abutment and then placement of the Class II Rip Rap would be performed. The subject bank stabilization in the SE quadrant would be incorporated in the overall task of creating the rip rap abutment protection with extra care given in the area of the sharp bend in Midway Branch to properly install the bank stabilization. d. (i) W iil wetlands be crossed in transporting equipment to project site? �Yes ❑No ❑NA (ii) If yes, explain steps that will be taken to avoid or minimize environmental impacts. W etlands will primarily be crossed via the existing road bed. However, there are permitted impacts being sought as part of ��-�C�8-2�Q8 :: '€-5��-�F��E?�.5�"€ .. e��=>evicea�st�l��nag�m�re�,r�et ?-evi�ea, t�ir�•iCt�z ��'t� �_�� m� (��a��s� ��fc� �°��, ��c�� :� �f �� this proposal where needed to perform the necessary activities for completion of the project. One area specifically where wetlands need to be crossed is in the NW quadrant for the crane to sit to place the center girder; this is not associated directly however with the bank stabilization. Specifically for the bank stabilization, it is not anticipated that wetlands would need to be crossed. lo � 4� �-zal� Date Brunswick 25 17BP.3.R.26 Bridge Replacement Project Name Stonewall Mathis Applic t Na Applicant Signature � s�-�fi8°28C48 :a '�-8��t°w�C€3F�.�'� : ��r,r�c�o�,s��[rn�r�g�r��n�.a�e� s�� i=��: ��%2�/tt6 Form DCM MP-5 BRIDGES and CULVERTS Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. 1. BRIDGES ❑ This section not applicable a. Is the proposed bridge: ❑Commercial �Public/Government ❑Private/Community c. Type of bridge (construction material): 45" Concrete Girder with concrete piles and concrete deck b. W ater body to be crossed by bridge: Midway Branch d. Water depth at the proposed crossing at NLW or NW L: 3.1' e. (i) Wili proposed bridge replace an existing bridge? �Yes ❑No f If yes, (ii) Length of existing bridge: 81.4' (iii) Width of existing bridge: 25.3' (iv) Navigation clearance underneath existing bridge: 8' (v) W ill all, or a part of, the existing bridge be removed? (Explain) All of existing bridge would be removed. g. Length of proposed bridge: 120' (i) W ill proposed bridge repiace an existing culvert? ❑Yes �No If yes, (ii) Length of existing culvert: (iii) W idth of existing culvert: (iv) Height of the top of the existing culvert above the NHW or N W L: (v) W ill all, or a part of, the existing culvert be removed? (Explain) h. Width of proposed bridge: 36'-3" i. Will the proposed bridge affect existing water flow? �Yes ❑No j. Will the proposed bridge affect navigation by reducing or if yes, explain: Increased water flow by eliminating piers in increasing the existing navigabie opening? �Yes ❑No the water. if yes, explain: The vertical clearance has been reduced by 6" with the proposed, however, the proposed offers significantly wider horizontal clearance. k. Navigation ciearance underneath proposed bridge: 7_5' I. Have you contacted the U.S. Coast Guard concerning their approval? �Yes ❑No If yes, explain: USCG permit package has been submitted for approval August 2013 per RKK design team statement. m. W ill the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: ApproximatelV 6 waters? ❑Yes �No feet. If yes, explain: 2. CULVERTS � This section not applicable a. Number of culverts proposed: b. Water body in which the culvert is to be placed: s52-8Ct$-��08 .. i-E��S�-tkR�� E _P��.E�.E�ccc� .�€aEer��F��crt�er�ti..:�� e��ris�€i: 'i(�%��!Qf� � � � �� . � � » .� . .�-� . < Form continues on back> c. Type of culvert (construction material): d. (i) W ill proposed culvert repiace an existing bridge? e. (i) W ill proposed culvert replace an existing culvert? ❑Yes ❑No ❑Yes ❑No If yes, (ii) Length of existing bridge: (iii) W idth of existing bridge: (iv) Navigation clearance underneath existing bridge: _ (v) W ill all, or a part of, the existing bridge be removed? (Explain) � f. Length of proposed culvert: h. Height of the top of the proposed culvert above the NHW or NW L. j. Will the proposed culvert affect navigation by reducing or increasing the existing navigable opening? ❑Yes ❑No if yes, explain: If yes, (ii) Length of existing culvert(s): (iii) W idth of existing culvert(s): (iv) Height of the top of the existing culvert above the NHW or NW L: (v) W ill all, or a part of, the existing culvert be removed? (Explain) g. W idth of proposed culvert: i. Depth of culvert to be buried below existing bottom contour. k. W ill the proposed culvert affect existing water flow? ❑Yes ❑No If yes, explain: 3. EXCAVATION and FILL ❑ This section not applicab/e a. (i) W ill the placement of the proposed bridge or culvert require any excavation below the NHW or NWL? ❑Yes �No If yes, (ii) Avg. length of area to be excavated: (iii) Avg. width of area to be excavated: (iv) Avg. depth of area to be excavated: (v) Amount of material to be excavated in cubic yards: b. (i) W ill the piacement of the proposed bridge or culvert require any excavation within coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (W L)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB �WL 498 ❑None (ii) Describe the purpose of the excavation in these areas: 484 sq. ft. of permanent excavation is for creating the floodplain bench area under bridge while 13.5 sq. feet is for the temporary excavation in the waterline valve pit area. i�2-�CF&-��G� ::. €-388-�€iCf1d�S'� ,� ��_�.r.��s€�i�art��ecr��F��.�m�t r;:v��e�#�'Etii��/C;E � � c. (i) W ill the placement of the proposed bridge or culvert require any high-ground excavation? �Yes ❑No If yes, (ii) Avg, length of area to be excavated: 48' (iii) Avg. width of area to be excavated: 72' (iv) Avg. depth of area to be excavated: 3' (v) Amount of material to be excavated in cubic yards: 384 d. If the placement of the bridge or culvert involves any excavation, please complete the following: (i) �ocation of the spoil disposal area: Suitable material will be placed in the roadway slopes and shoulder. Unsuitable material will be hauled to ann approved off-site disposal facility . (ii) Dimensions of the spoil disposal area: Approximatelv 75' wide (aqqroximate road bed width) by 1500' lonq (approximate lenqth of ro'ect . (iii) Do you claim title to the disposal area? �Yes ❑No (If no, attach a letter granting permission from the owner.) (iv) W ill the disposal area be available for future maintenance? �Yes ❑No (v) Does the disposal area include any coastal wetlands/marsh (CW ), submerged aquatic vegetation (SAVs), other wetlands (W L), or shell bottom (SB)? ❑CW ❑SAV �WL ❑SB ❑None If any boxes are checked, give dimensions if different from (ii) above. Some of the excavated material may end up as part of the wetland fill the impacts of which are being sought for in this application package. (vi) Does the disposal area include any area below the NHW or NWL? ?❑Yes �No If yes, give dimensions if different from (ii) above. e. (i) W iil the placement of the proposed bridge or culvert result in any f. (i) W ili the placement of the proposed bridge or culvert resuit in any fill (other than excavated materiai described in Item d above) to fill (other than excavated material described in Item d above) to be placed below NHW or NWL? �Yes ❑No be placed within coastal wetlands/marsh (CW), submerged If yes, aquatic vegetation (SAV), shell bottom (SB), or other wetlands (W L)? If any boxes are checked, provide the number of square (ii) Avg. length of area to be filled: 13' feet affected. (iii) Avg. width of area to be filled: 2' (iv) Purpose of fill: Bank stabilization in the SE quadrant; this has been described at length on the MP-2 form. g. (i) W ill the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed on high-ground? �Yes ❑No If yes, (ii) Avg. length of area to be filled: —1500' (iii) Avg. width of area to be filled: �75' (iv) Purpose ot fi��: The proposed bridge has thicker girders than the existing bridge and in order to not lower the navigation and drainage clearances significantly, the road grade would need to be raised as proposed to tie in smoothly to the new top of bridge elevation. In order to achieve the raising of the road grade as described, road fill would need to be brought in in order to achieve the necessary smooth vertical curves as proposed. Also, rip ❑CW ❑SAV ❑SB �WL 1.377 ❑None (ii) Describe the purpose of the excavation in these areas: Placement of roadway fill and rip rap under the bridge and adjacent the bridge corners for abutment and slope protection. Some of this roadway fill may be from the excavated material previously described as being obtained on site and other fill may be brought in from an NCDOT approved borrow source as needed to bring the roadway to the necessary grade. 25��i�Q�-��& .. i-�€?8-�,�`c�c�!-��:' �h,!va�«�� €tc�c;�.-s� c�e�:lir°�c��:-�n:.,r�� r�r�<es�e�. '!� 2�!�Jis _ � �, . . � .-" . ..:. 3 ..�. �; ! .� . . . . rap is needed to protect the proposed bridge abutments as well as the roadway slopes which in some areas have been steepened in excess of 3:1 in order to minimize impacts. 4. GENERAL a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary utility lines? �Yes ❑No detourstructures? ❑Yes �No if yes, explain: A 16" ductile iron waterline pipe would be If yes, explain: relocated with a 20" pipe bored under the wetlands and under Midway Branch. Also, the existing powerline would be relocated slightly to the east of its existing location as it crosses over wetlands and the creek; wetland and stream impacts are not anticipated in association with this power line move. A telephone line was previously relocated via underground bore under the creek and wetlands; this bore was performed prematurely via a miscommunication; this was reported to the agencies in previous communications. This telephone line relocation is depicted on the attached plans for the record. If this portion of the proposed project has already received approval from loca! authorities, please attach a copy of the approval or certification. < Form continues on back> c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion ❑Yes �No controlled? If yes, complete Form DCM-MP-2. NCDOT approved erosion controll measures such as Silt Fence and Coir Fiber Wattle Barriers and stone Inlet Protection to prevent sediment from entering the wetlands amongst other controls would be utilized. �5v-E�C98-28�$E :: °€-k�&�-4��ilfa��' :: �P��tsrv.:�cee G��f€�ara�a�r€��si.rt�.f R��€s��: =Gr`2�?€�6 ��"�`C� �� -� ��€°�r��s ��e� ��E��r��; E�� S �� i� e. W hat type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? The existing bridge would be removed from high ground. An offsite detour would be utilized. 20" square prestressed concrete piles would be driven with hammer on 110 ton crane. The 70' center span of the proposed bridge would be placed from the top of banks. A 20 ton excavator,rubber tire loader/backhoe, D5 dozer, and roller compactor would be used during construction. Flatbed and pick-up trucks would also be utilized. Wattle Barriers would be utilized under the bridge to prevent turbidity and sediment into the wetlands and the JS. Boring machinery would be utilized for the waterline relocation. Standard equipment would be utilized for the aerial power line relocation. See the MP-1 form for similar information. g. Will the placement of the proposed bridge or culvert re uire an shoreline stabilization? �Yes �No /f yes, complete form MP-2, Section 3 for Shoreline Stabilization only. �a ' � / � 3 Date Project Name Brunswick 25 176P.3.R.26 Bridge Replacement Applicant Name Stonewall Mathis Applicant Signature f. Will wetlands be crossed in transporting equipment to project site? �Yes ❑No If yes, explain steps that will be taken to avoid or minimize environmental impacts. High visibility fencing would be placed around the environmentally sensitive areas to prevent unauthorized disturbance of those areas. See other previous sections of the application for similar discussion in regard to this question. 25�-�Ct8-28Q8 :o °€-8��-��Q�;�'f �: t��_v�.rcces��4�E�b,r�r��.�ri�-tY.,tet r��,ss�s�:'��i2�ir�1� ��vhJw�G�. ZS Joseph E Whitaker Sr. (LT) & Samantha Ann Whitaker 1527 Midway Road SE Bolivia, NC 28422 Buddhist Association of NC WAT CBV Inc. 1610 Midway Road SE Bolivia, NC 28422 Potijinda Suban 1610 Midway Road Bolivia, NC 28422 Samuel Bryan and Sandra Milliken 31 14�' St Lot 6 White Lake, NC 28337 �d�aceH,� �; pQ�;.�� Ow.�« l.;J� PAT MCCRORY GOVERNOR eT" 5rA7F °� � � � Y' � : o� ��.�.�.m� .'�c a.,M m°' STATE OF NORTH CAROLINA DEPARTN�NT OF TRANSPORTAT`ION September 24, 2013 Buddhist Association of NC WAT CBV Inc. 1610 Midway Road SE Bolivia, NC 28422 Dear Riparian Neighbor, ANTHONY J. TATA SECRETARY The NC Department of Transportation (NCDOT) proposes to replace Brunswick County Bridge # 25 on SR 1500 Midway Road over Midway Branch located approximately 0.1 miles south of Lewis Loop Road SR 1506. NCDOT is applying for permits to perform the proposed work. You are being notified of this proposal because of Coastal Area Management Act requirements to notify adjacent riparian property owners of proposed development. Included in the work proposal are plans to replace the bridge as previously noted, realign the curve to the north of the bridge, and to relocate utilities necessary for the replacement of the bridge. Please see the enclosed plan sheets which show the proposed work. If you have any questions regarding the work proposal, please contact me. If you wish to comment on the proposed project to the regulatory agency of the NC Division of Coastal Management, please contact Mr. Stephen Lane at phone number 252-808-2808 ext. 208, email stephen.lane(a�ncdenr.gov, or write to him at: NC Division of Coastal Management Attn: Mr. Stephen Lane 400 Commerce Avenue Morehead City, NC 28557 You have 30 days in which to submit comments to the NC Division of Coastai Management. Thank you for your consideration. Enclosures Si cerely onewall Mathis NCDOT-DOH-Division 3 Division Environmental Offcer �JOI BARBADOS BLVD. CASTLE I-IAYNE, NC 28429 Phone: (910) 341-2000 Fa;c: (910) 675-0143 e"` xi� °� � '�� .� .�,.�,,.�c� wM, STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT MCCRORY GOVER'�IOR September 24, 2013 Potijinda Suban 1610 Midway Road Bolivia, NC 28422 Dear Riparian Neighbor, ANTHONY J. TATA SECRETARY The NC Department of Transportation (NCDOT) proposes to replace Brunswick County Bridge # 25 on SR 1500 Midway Road over Midway Branch located approximately 0.1 miles south of Lewis Loop Road SR 1506. NCDOT is applying for permits to perform the proposed work. You are being notified of this proposal because of Coastal Area Management Act requirements to notify adjacent riparian property owners of proposed development. Included in the work proposal are plans to replace the bridge as previously noted, realign the curve to the north of the bridge, and to relocate utilities necessary for the replacement of the bridge. Please see the enclosed plan sheets which show the proposed work. If you have any questions regarding the work proposal, please contact me. If you wish to comment on the proposed project to the regulatory agency of the NC Division of Coastal Management, please contact Mr. Stephen Lane at phone number 252-808-2808 ext. 208, email stephen.lane(c�ncden.r.�ov, or write to him at: NC Division of Coastal Management Attn: Mr. Stephen Lane 400 Commerce Avenue Morehead City, NC 28557 You have 30 days in which to submit comments to the NC Division of Coastal Management. Thank you for your consideration. Enclosures Sin erely, onewall athis NCDOT-DOH-Division 3 Division Environmental Officer 5501 Ba.xs.aDOS BLVD. CASTL� HaYrtE. NC 28429 Phone:(910)341-2000 Fax:(910)675-0143 �o-� � 4��' � Y� Y; �r �� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT MCCRORY GOVERNOR September 24, 2013 Samuel Bryan and Sandra Milliken 31 14`�' St Lot 6 White Lake, NC 28337 Dear Riparian Neighbor, ANTHONY J. TATA SECRETARY The NC Department of Transportation (NCDOT) proposes to replace Brunswick County Bridge # 25 on SR 1500 Midway Road over Midway Branch located approximately 0.1 miles south of Lewis Loop Road SR 1506. NCDOT is applying for permits to perform the proposed work. You are being notiiied of this proposal because of Coastal Area Management Act requirements to notify adjacent riparian property owners of proposed development. Included in the work proposal are plans to replace the bridge as previously noted, realign the curve to the north of the bridge, and to relocate utilities necessary for the replacement of the bridge. Please see the enclosed plan sheets which show the proposed work. If you have any questions regarding the work proposal, please contact me. If you wish to comment on the proposed project to the regulatory agency of the NC Division of Coastal Management, please contact Mr. Stephen Lane at phone number 252-808-2808 ext. 208, email stephen.lane(�a,ncdenr.gov, or write to him at: NC Division of Coastal Management Attn: Mr. Stephen Lane 400 Commerce Avenue Morehead City, NC 28557 You have 30 days in which to submit comments to the NC Division of Coastal Management. Thank you for your consideration. Enclosures Sin rely, I S onewall athis NCDOT-DOH-Division 3 Division Environmental Officer JSO1 BARBADOS BLVD. CASTLE HAYNE, NC 28429 Phone:(910)341-2000 Fax:(910)67�-0143 �� 4� �. � � �- , ` �' � . ��am� �2� ��'` STATE OF NORTH CAROLINA DEPAR'TMENT OF TRANSPORTATION PAT MCCRORY GOVERNOR September 24, 2013 Joseph E Whitaker Sr. (LT) & Samantha Ann Whitaker 1527 Midway Road SE Bolivia, NC 28422 Dear Riparian Neighbor, ANTHONY 7. TATA SECRETAAY The NC Department of Transportation (NCDOT) proposes to replace Brunswick County Bridge # 25 on SR 1500 Midway Road over Midway Branch located approximately 0.1 miles south of Lewis Loop Road SR 1506. NCDOT is applying for permits to perform the proposed work. You are being notified of this proposal because of Coastal Area Management Act requirements to notify adjacent riparian property owners of proposed development. Included in the work proposal are plans to replace the bridge as previously noted, realign the curve to the north of the bridge, and to relocate utilities necessary for the replacement of the bridge. Please see the enclosed plan sheets which show the proposed work. If you have any questions regarding the work proposal, please contact me. If you wish to comment on the proposed project to the regulatory agency of the NC Division of Coastal Management, please contact Mr. Stephen Lane at phone number 252-808-2808 ext. 208, email stephenlane cr,ncdenx.�ov, or write to him at: NC Division of Coastal Management Attn: Mr. Stephen Lane 400 Commerce Avenue Morehead City, NC 28557 You have 30 days in which to submit comments to the NC Division of Coastal Management. Thank you for your consideration. Enclosures Sin erely, tonewall Mathis NCDOT-DOH-Division 3 Division Environmental Officer 5501 Balts.aDUS $LVD. CASTLE HA�rrE, NC 28429 Phone:(910)341-2000 Fax:(910)675-0143 ■ Complete items 1, 2, and 3. Aiso compiete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. � Attach this card to the back of the mailpiece, or on the front if space permits. � . Article Addressed to: ��n,�.e,t �a� � SQ�.�'�l'��1�}ce,� 3l �`�� s�re�� r,�1�:��e. (�,�e , N��, ag33�1 A. Signature _..-. ° --" j ❑ Agent � � , - j ❑ Addressee B: Received by (P (nted Name) �C. Date of Delivery �?' ' D. Is delivery address different from item 1? � Yes If YES, enter delivery address below: ❑ No 3. Se ice Type �Oertified Mail ❑ Express Mail ❑ Registered �Return Receipt for Merchandise ❑ Insured Maii �E7 C.0.0. 4. Restricted Delivery? (F�tra FeeJ ❑ Yes 2. ArticleNumber _, .�� .�� 02 c�� (rransfer from. service label) ■ Complete items 1, 2, and 3. Also compiete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. � Attach this card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed to: ��',e� E. Wh��-�-�.�'� Sr � CL1) �4 SG� 1nQ. (1'a'� i�`�'f� "v �L r Ta� 15a� �yd'�a �� S� �,�;,;�a n��. a�a�a� � A. Signature � n /- ❑ Agent � ��f `t ❑ Addressee = 8. R ceived by (Prrnted Name) C. Date of Delivery � ' �° .-�?:� ; D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: � No 3. S rvice Type �Eertified tvlail ❑ press Mail ❑ Registered �turn Receipt for Merchandise ❑ insured Mail ❑ C.O.D. 4. Restricted Deliver�/1(Exfra Fee) ❑ Yes 2. ArticleNumber '�� j ��[]� 9�(j]� 3��9 (Transfer from service label} _ _ PS Form 3S�I_1, FebYUary 2004 Domestic Return Receipt 102595•02-M-1540 PS Form 3811, February 2004 ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: ��I��S� ��rv"�yon o-i- NC WPrT cbV S�' S� 11�1� Yri�dwo,,.� �t�v�a� �C a$�t�a Z. Articie Number (IFansfer from service label) PS Form �8l l, February 2004 A. Signature � � �2�� B. Received by ( Printed Name) C. Date D. is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3 Service Type �Certified Mail ❑ Express Maii Registered l�eturn Receipt for Merohandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra FeeJ ❑ Yes 7[71,0 1,87I3 �f702 90�7, 3968 . Domestic Return Receipt Domestic Return Receipt ,■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. � s Print your name and address on the reverse so that we can return the card to you. P� Attach this card to the back of the mailpiece, r or on the front if space permits. ? 1. Article Addressed to: � ' d S �b�n ��J�n 0. � d, �-t'`- t,r' ; 1(vl�'(n; �aY . �i�,,; a� N�. a��,aa 2. Article Number (fransfer from service label) 102595-02-M-1540 A. Signature 0 Rgsnt � .J`�.'""�--��_�� .. � �`�'ddressee B. Received by (Printed Name) C. Date of Delivery � �,� D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 0 3. Service Type � �Certified Maii ❑ Express Mail S b Registered �8eturn Receipt for Merchandise , ❑ Insured Maii �� C.O.D. 4. Restricted Deliver� (Extra Fee) ❑ Yes 7�11,0 �,87CI �DD2 90D1, 3975 702595-02-M-1540' ; P5 Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 ,� � , , `� `; ; • / � � + �°�,. .. � � �� ,4 � °; + _ �,� !` .� ` ,.�_�.- � ,. . _ ` _, ---a.yti�-�l .. 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C� � 1 �-_��-___.� �� _�-_7 � � - � ^� � �� .r��_�� ,-_� �� _�� -�__�y--� _�.I � � - �/ � J� i � -�� ,�,_— � , _ � � �� ,� � �. - ��) � � �-.'."`� _`�'' m � f �� '1r...� 30 �- � _ �' ---' ( � �� 1 � f � _ � - � -� ; 1 �. r....� �— � � r - �,.�'- �v_� =_ __—�..� , , �" � 3� �� -_ �, � _.,� :� ,�,r.,�=-� ___..� ---� �. � --- �j-�-_--- �'- -- - � � '� a� ./ t ��'�- "'_ '!~ -- - ,,��` � \ u_ f_�� t \ � ~ _ ' 1 � • ' \ 1� � 1 ` — y� . \. u i+� E\ � \ � / � j � � \ '�, n � ' J 1 � at� y \ � � � ,�.=� -- - 1 \ �-"`,-.,,�.-.�� MINIMUM CRITERIA DETERMINATION CHECKLIST The following questions provide direction in determining when the Department is required to prepare enviromnental documents for state-funded construction and maintenance activities. Answer questions for Parts A through C by checking either "Yes" or "No". Complete Part D of the checklist when Minimum Criteria Rule categories #8, 12(i) or #15 are used. TIP Project No.: State Project No.:17BP.3.R.26 Project Location:On SR 1500 approximately 0.1 mile south of SR 1506 in Brunswick County Project Description: Replace Brunswick Bridge # 25 and realign curve and relocate utilities as necessary Anticipated Permit or Consultation Requirements: Special Project Information: 10/04/13 1 of4 PART A: MINIMUM CRITERIA ,'Item I to be completed by the Engineer YES 1. Is the proposed project listed as a type and class of activity allowed under � the Minimum Criteria Rule in which environmental documentation is not required? If the answer to number 1 is "no", then the project does not qualify as a minimum criteria project. A state environmental assessment is required. If yes, under which category? 9 If either category #8, #12(i) or #15 is used complete Part D of this checklist. PART B: MINIMUM CRITERIA EXCEPTIONS � Items 2— 4 to be,completed by the Engineer : 2. Could the proposed activity cause significant changes in land use concentrations that would be expected to create adverse air quality 3 � impacts? Will the proposed activity have secondary impacts or cumulative impacts that may result in a significant adverse impact_to human health or the environment? Is the proposed activity of such an unusual nature or does the proposed activity have such widespread implications, that an uncommon concern for its environmental effects has been expressed to the Department? NO ❑ YES NO ❑ � ❑ � � , ., 7tem S-8 to be completed by Division Environmental Officer. ; 5. Does the proposed activity have a significant adverse effect on wetlands; ❑ surface waters such as rivers, streams, and estuaries; parklands; prime or unique agricultural lands; or areas of recognized scenic, recreational, archaeological, or historical value? (, Will the proposed activity endanger the existence of a species on the Department of Interior's threatened and endangered species list? '7, Could the proposed activity cause signiiicant changes in land use concentrations that would be expected to create adverse water quality or ground water impacts? 10/04/13 2 of 4 n � � � � � YES NO $, Is the proposed activity expected to have a signiiicant adverse effect on � � long-term recreational benefits or shellfish, finfish, wildlife, or their natural habitats If any questions 2 through 8 are answered "yes", the proposed project may not qualify as a Minimum Criteria project. A state environmental assessment (EA) may be required. For assistance, contact: Manager, Project Development and Environmental Analysis Branch P. O. Box 25201 Raleigh, NC 27611 (919) 733 —3141 Fax: (919) 733-9794 PART C: COMPLIANCE WITH STATE AND FEDERAL REGULATIONS Items,9-12 to be completed by Davasion Envaronmental Officer. ' YES NO 9. Is a federally protected threatened or endangered species, or its ❑ � habitat, likely to be impacted by the proposed action? 10. Does the action require the placement of temporary or permanent fill in waters of the United States? 11. Does the project require the placement of a significant amount of fill in high quality or relatively rare wetland ecosystems, such as mountain bogs or pine savannahs? 12. Is the proposed action located in an Area of Enviromnental Concern, as defined in the coastal Area Management Act? :`Items'13 = l5 to be completed by the Erigineer ;`' 13. Does the project require stream relocation or channel changes? Cultural Resources 14. Will the project have an "effect" on a property or site listed on the National Register of Historic Places? 15. Will the proposed action require acquisition of additional right of way from publicly owned parkland or recreational areas? � ❑ ❑ � � ❑ ❑ � ❑ � ■ // Questions in Part "C" are designed to assist the Engineer and the Division Environmental Officer in determining whether a permit or consultation with a state or federal resource agency may be required. If any questions in Part "C" are answered "yes", follow the appropriate permitting procedures prior to beginning project construction. 10/04/13 3 of4 PART D:( To be completed when either cate�orv #8, 12(i) or #15 of the rules are used. Items 16- 22 to be conapleted by Division Environmental Officer. 16. Project length: 17. Right of Way width: 18. Project completion date: 19. Total acres of newly disturbed ground surface: 20. Total acres of wetland impacts: 21. Total linear feet of stream iinpacts: 22. Project purpose: If Part D of the checklist is completed, send a copy of the entire checklist document to: Don G. Lee State Roadside Environmental Engineer Mail Service Center 1557 Raleigh, NC 27699-1557 (919) 733-2920 Fax (919) 733-9810 Email: dlee@dot.state.nc.us Reviewed by: Lead Engineer Division Environmental Officer 10/04/13 4 of 4 Date: Date: � � � _ � � � w � � T �i N � 0 0 , � � � .3 O � � 0 � � E C O L .� c w � � � i � 0 �,�� 0 a t� �� p �' O N?� \ .. � �� 0 � O r�� V A � � � � � � ., � V � � O � VICINITY MAP NOTES: 1. CLEARING ON THIS PROJECT SHALL BE PERFORME� TO THE LIMITS ESTABLISHED BY METHOD II. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. TD NC 211 GRAPHIC SCALES 5� 0 50 100 PLANS 50 0 50 100 PROFILE (HORIZONTAL) �0 Q �0 ?Q PROFILE (VERTICAL) � ' I � '1 ' I � I : (�) I � . � (�) I'� " I � I I � � .'� I'� (�) I . I \� '� I/�I��I�I(�). � (�)I` I-II��I-I\\'.�11�� BR U1�S WICK C� U11tTY LOCATI0IV: BRIDGE NO. 090025 OVER . MIDWAY BRA11tCH �11t SR ISDO (MIDWAY RD) TYPE OF WORK GRADIIVG, DRAI11lAGE, PAVI11tG, STRUCTURES A111D RES URFACING WETLAII tD A1�D S TREAM IMPA CTS � NAD 8� BEGI11l P�ZOJECT -L- STA.10 + 00.00 BRIDGE 11t0.090025 -L- \ � �,Y BEGIN BRIDGE �° -L- STA. 13 + 26.00 DESIGN DATA ADT = 3,200 DHV = WA Q = WA T = b °/a * V = 60 MPH * TTST = 3% DUAL 3% FUNC CLASS = COLLECTOR SUBREGIONAL TIER U � � -DRI- m � or/ � � ;�� (�� -Y- ��ND BRIDGE \ -L- STA. 14 +46.00 PROJECT LE11tGTH LENGTH ROADWAY TIP PROJECT 090025........0.271 mi LENGTH STRUCTURE TIP PRpJECT 090025.......0.023 mi TOTAL LENGTH TIP PROJECT 090025 ...............0.294 mi 0 �� G R. E111D PRO%ECT -L- STA. 25 + 54.00 DESIG11t - BUILD TEAM R�C �C DIVISION 20f2 STANDARD SPECIFICAT70NS RIGHT OF WAY DATE: MARCH 29, 2012 LETTING DATE: MaacH 29, 2oi2 RUMMEL, KLEPPER & KAHL, LLP 900 RIDGERELU DRNE, SUITE 350 RALEIGH, NORTH CAROLINA 27609 NC LICENSE NO. F-0712 1-BBB-541-4455 OR 919-879-9560 FOR OF HIGHWAYS B. Keith Skinner, P.E. PROJF.CT FNGLYEF.R Michael T. Merritt, P.E. PROJECI DESIGN ENGINEER NCDOT COh7ACYi Virginia Mabry PWORITY PROJECTS OFF7CE MANAGER nre ereis vawscr ¢m�aivcs �m. �� 17BP.3.R.26 YfAT6 %10.4N6 F.APRW.NO. 17BP.b.R26 � 08JL11@'ftON :, ROW, UTI � CONST. � 'sR�'°°A��I��1I i� CONTRACTOR : �'��I�11'� S. T. Wooten Carporation s. r. woorEN coRPORarioN P.O. BOX 2408 380/BCACK CREEK ROAO WILSON,NORTH CAROIJNA 27894 PERMIT DRAW7111G SHEET I OF IO INCONdFLETE PLANS DO NOT U86 ROR R/F AWQI81TfON FRELINYINAI3Y PL�NS DO NOT U96 FOR CONSC4VCTION HYDRAULICS EIVGIIVEER P.E. SIGNATURE: ROADWAY DESIGIV E1VGIiYEER P.F,. SIGNATURE: �- 0` � C DETAIL A � SPECIAL CUT DITCH � Nol lo Scole� � � Lepe Ground 3,-1 p n'F�o\�t Min. Da 1.0 F. -L- STA. 1+ TO ST . +00 T O N- N- � � � / � N/ N i,w _ _ F / - `� � ._ , / � _ ` �.'i" 'c �ai�v a �, ��, � x _-__�"-� ,..a--o \ � � -. < _ J�!�. � .� ' � � \F �� , TEMPORARY SURFACE WATERS IMPACTS ,� J� MECHANIZED I TEMPO R' CLEARING � FILL I�'WI FILL IN W ETLAN DS � 20'TRENCNLESS WL � ! _., --_--� � i i NAD 83 25-5 EVERETiE EU�EPIt 5-3 TATUM /, N - MECHANIZED CLEARWG ��i �o�EaH E. ,a�H�rnr.Er?, 5* � � j TEMP. SKIMMER BASIN SPECIAL NT n ZS'I n'� SEE EC PLANS DITCH Z � SEE DEfA1L A � FO?WiF�DO SV6Aw BEGIN SBG � a � � E �p � � -L- STA.l2t94.00 .� $ • . � sttloG CONSTRl1CTION -�� F STA. 77+48.68 AREA F9R EqUIP ENT ACCESS AREA .` j REMOVE'� EXISi BRICGE -' ""`" MACHWERY EQUIPMENT ACCESSION \ F �E E � � CLP.S�S P AREA _ \ y� � PIPE TRENCHING TEMPO RY EXCAVATION �, �D AEUTMENTS gyDGL' CONSTRUCT IN WET NDS � CLA55 IIRIP RP.P ° \ �� R � N� _ _ . � � / � _�'- ;�1. � , „�, � � _ _ R ALVE CON ON PIT F� I � R ,� -__ � � � � m (¢ 'r V.�� W 'v - �- � � , - � ;4 �l F ➢ " K- w. + r « » . � - \ " `^ - _ . - �' �` � .,:.,,-,.. .i . _ - - 0' SBEKGNLE�? wL _ ` ° �� " � Rq i � .0� ,-_..�.. - �- . �_ . _ �,� .�--. . ; .. _ _ _ - - _ _ -- _ _ ' - , ,_ ,_-,_- _ �� G O - �.�,w , �.�1v-.�: " i_�� ,c.� I F Z ' ..r, . - .r�_ .. ,/y v ,,,a ��VE D IN / , .-.� _ . .. _----- _ , .� ._; - ' -�__ _. _ .. � - - - " _ ,�' .,._.-� �-� . _ . _ ' - - __ __ _ .- ._ ._ __ � � . -..r. - ..c - � � � �.':.� r /. _ _ ' � , ° � 2 I � -_ I � '- -z�� _ __ _ ° - 0 _ _ --- � , /;,�- � . . .�i -- � . . �. .._ .-. - --_`�,�..,�_ ' - __ -- - � .�l , �. m _ , �.��_ m ° o ^o . �,.i ' - -r'- }c o > � _ I , ��► ...-: _' 0 ° � �. �--. � wt - . :- - - - - - -_ ' -- - - ' 1 _ �r.V- .. . �h� - - .. . _.- �.'. - - � � - --- �- �. ... ,,._„ 1 � P - ' - -�.,,,--..-�. � i � _ _ _ � _ - + .i � i � "`�� S. __ :e; Ue� m �,�r, qilv y,., . ' ' . _ _ � - _ - y_ / _ - '_,��_..� � � �"' __ Z;RADE ��'.�,cr'�''� C f:a ti""?ri. � -�.� .. e -�E�.s� � - � - �i,� - F- ' � `o (1 ,� ffikE _ ti ', .� .��`� _�� , 0 F '"� �� _ R _ � � � `�" `, . �. �/ e `�/ / / .. ._�., .: � �{ � F � � �X _ W I 02'I � HGJD� � � � @XCAVATION � % � ' x" \ 01 Ee,ua L. 7ArUM Sa�+UEL B. /��j� � i �` 25-4 iE n. �ni�uK.era �N� 'T� IN WETLAN65 � rF �N H i/ ' m�� l � . � � " �� i � FILL IN iM��';� s�' �� aMUE� e rni�uv.Eri �� "_ __ °` i , , WETLANDS / � � _ `-z '�' � / �� il � ` _ __ ` - � �� , � � ,, /J � � � �� , �, � ; :' !i j��/ �� T ^ i' i =, �r �` r = - { � c y.� � _ S��'-' RELOCATED AERIAL POWER LINE Cn �, -�y - - ` '! y RELOCATED WG TELEPHON'E �' �' - - _ � � �� -� FIBER OPTIC CABLE - i � ��I - ''' - ' i- '`i� JAMES A. RA'!L PROJECT REFERENCE NO. SHEET NO. 090025 4 WW SHEET NO. ROADWAY DESIGN HYDRAIJLICS ENGINEER ENGINEER PERMIT DRAWI11lG SHEET 2 OF I p � DENOTES FILL IN WETLAN� �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES MECHANIZED CLEARING � DENOTES EXCAVATION IN WETLAND DENOTES TEMPROARY EXCAVATION IN WETLAND � DENOTES HAND CLEARING F 7 DENOTES TEMPORARY FILL IN WETLAND I I _-- { �_-_ c JL LANDS CAV TION � i �� i RELOCAT AERIAL I WE LANDS +I �� I POWER INE -- - - - - -- - -- --- _.__._._. - _' - -- _ _ �-� F r `�- ,-_' _ _�-. - -�_ - � - _ _ - - - - - j �� - _ . ! - ': - � _�-�- .--t � _',-T t�_��_.T., � r- - �_; .� _ � r LL � - -�1 '- - BEGlN 6RA11E - - _ -- � L ,- _ � �, -. 1 „ _ ., � - , - -I-- - - -- 1 y , . _.,_ _ �: ; � � i-._- =DRI-- ST,4 -IiJ+�5.00 == Pl = I1+65.00 - __. � � . _.,-., , , „ - - - - - - - - - - , . , - . ., _ a D Rl � �. - � � - _ -.�_ ! - -�- _ -`T I.- - _ ; _ : - �'f � � � . _ ; , -- - - - _ r - �-_-� �.,-. _ . r_ � _� � ` ._._;�_ �='' ` � .-� .1 __,:� � � __ ECEV. = 20:90' -_ _ EL = 24.15' - -- -�---- - _ _ _ ,_ L : _- � _ _ � _ _ _ �_� � �. - - _ - _ - - � �_ - -_ � - - �_ -. -� � _ � / , EXISTING LOW CHORD ELEV. _ 23.0 ft -- _ - � , ._' t. _ i '= - F_ -- -. �---� �-I----., -,_ � _LL ` . . �-- ; . . l Pl = lif10.00� K 2 � - -�--- --- � � � EXISTING BRIDGE OPEN/NG = 608.4 sf - . � -�-- -- � '_ t-- �' +_ - , _ -_ ' - _ t _ - -- - - -i = 2/.30' = 0 MPH - _ � ' ' � � � PROPOSED LOW CHORD ELEV.- 22.4 ft _.= L �_�`�-- � ° � "I - Y - - � - � - - - - . ;� � � � ' EXCA TION - - -� ,- - _ _ _ - -L =- -� Tt - � � � - t - -� -�: �C = 70 - - � �i - L ' I _ �- - - � � - PROP�SED BRIDGE OPEN/NG - 848.4 sf _ f - � �T- � ,. _ _ _ � -� . � � � y � r F - t 1 ,;fiAN -� / � � N WETLAND - _ _-' - _, 1 -:- } ` _ �_r � _ - � .3�- - � _ � _ �- K = /7 - �- _ 3Q__ - F� t r i-_ -- �.. � � - - -� DS = 20 MPN ` ." CLE�.RING ; � \ F S" . -- MATERIAL TO BE REMQVED -_,- r -_ { _ ' i ` _ r -- r =F --' ,,- -_ �--- � r� - �' - -_ k-: ' PERMANENT FIL � _ _ .. _ _ _ . { - --- - - - t - -- - -- - - - - -- -- - - - - -- � H ND � - _� -, - ---- -- - -` _ - :� _ r ;__�_ -r -�-- - �-i !� "::[ ' --I - -- - - r - - r.:- :_i . ' (+).�•6 _ ±`:-_ _ _ - - ' I�. W Sl3RF�KCE ATERS A � BRlDGE M'QRAUL/C QATA , ` � { : �T ' __ -{ C - - r `- r ^ . ' ;. __ ,_' t +?S.IB�� - F _ �I i __ PROP POWER POLE ' (= i C CLEARING ___ _i '_ -------}--- + _ � HAND CLEARWG -- -- SrR '030025 Sio./3+86 -L- - � �- -- :- - -- �-- -�-_- �: _ - _ _ 24 _ �� C` fIIJ4 % ; . -- '- - - -; '-_ ---20-_ _' , , � DES/GN FftEO!IENCY = 25 vR5 _ _ - ,- - - - - ` - - - D GRADE+ -- - _ _ � � L _ _� � � �--� � -� -- -�� •-- ^-- - �'; � -� DESlGN D/SCHaRGE _ /.300 CFS ��;-� ��-� ._. AERIAL POWER._L(NE_ .... . ._. -_ APPROX,STRUCTURE EXCAVAT/ON: ; -- 1 �- -�1-- _ _ - - _ , .- , i_ . . . _ . , � __ . _ EDRI �T-A 71t9028 � �_ . .:�. � ..:--- .-_--_� SCALE . .+. _ . .,,. OESIGN Hw ELEVATiON = 205 FT -', , �... PROP_ELEV.53_65'.� '-.�_ T.-�_. �i--------- ....., ;_ L...°-- �_ - -- - .. _r ._ - __- -; ��i � - ntra.T� rr2rtrr - r _:_ _>___ „_ , EXIST: POWER 20LE � ioo rEae D�SCyanGE - 2.170 CFS AERIAL POWER_[INE - - r _ _ _ ' 1- 50 - I rt ST� . , � -'--- _ , . 10o rE�t FREOUENCr = I0o Yft5 PROP: ELEV. 49.55' - ; __ , ` '- _�- :IO � '-: _ '_�^ _ - - _ r _'-__ _ ._.__1Q- ---- � � -r-- -- .-_._ � �QRdP_PO�VER PQLE EL 25.08 - - - - ____ _ . _ .. __ _ _ _ - - -- - 7 _ _;- � _� _' . _� : � . _ r _ , _ - ro� rEai �nv e�EVariaa = �c�r Fr _ .= � - - _ -f - - _ -- - -� �- -' _ - - - , __ _�. � ` , . � .. ' . ., _ I GVERrOPPING FREOUENCY = 500+ YRS , ------ Pl = 1.3f9O Q � -'. . - '' ' � �' � '� �-- - - - , ''�, '- . _ ... r-- -i- __ . .. . - - -- ^ �. -- -- - - -- T - -L- STA 17+ .5/ = - - Pl = 18+30.00 _.- _ � � , 10 +AD r � 11 + 0�0 '_ �12 + 00 � ��.-�,- _ . ..- i.- . ' . � ".:.. .:',.� .-: . `.- ,I: G/ER70PPlNG DISCHL�RGE = 5,880 CFS ,�: ��- EL = 29.G � - . � _- l ._ _ .�. f ' , - - ,_ _- - . .. _ _ Y - _ SrA D _ I1Q EL = 23.6d - -- - _ = � � i � � -- , i�- --- -.:_ ::..4 OVERTDPPING ELEVATION = 24.8 FT i:: :. VC = 44a � `- t �.- - � . ' ��. = i - - � - - - -- � .._ i , " F ��.....i -�.._ � :�_. i .'.-^.-. �:.-_-._. _r�,--- . �- _ .--�-= NORMALWATER SURFACE ELEV - l5.lFT ' � . '..,- .__ ___ _ EL = 2.5.48.. ��' :: VC 440� - - - .i- _ - .-._ '- -- ! - Pl 10+9Q.00 I - i,-. . K = l54 --- - C- --- I ' ' _:_ K = /37 � , ��._ _ _�_� __�, E � ___ a �: �� - - . 4-0--�--- , -� ',- � t - - ---- NWS ELEV SURVEYED = 05/07/2012 - - � T � - _ _ - -= �-� - - EL = 25.20' r I ,- - - OS = 60m -,-. , . _ _ . _: t ` - - - �--= i-. . - - � �- � - i- _ -1- --- �-_ , - - - - , , _.:. _ - - � r OS 60mph _ �� - - � -,- t_-_ _ � ` , - _ _ �_ : __� ; � _ _� - - - - VC = l50' f BE�IN BRIOGE , _ � _ _. _ , � --, - -- -- - - � . = - - j - -- --��- ,- - - _ - KP Sfo.- l3f98.3 !.- STA [Ztt82G� -:_ ._ , _ - - F __ � � - _. - ^ „ � ,_ -- 1 = _ _ .. _ - _- _-'-- - - - � - - - K - l38 - - _ f � __ _._ _ ` _ _ r -. , .. - - --,-. = _ � = - r- -r=- - _::; __ __- � � _ _.__ I L _ STA l3 26 ; - --- END BR/DGE DR/ ,ST,4.12-F02.� - - _ . _ - . --- - G - - ,_ '- � �--- - - i ._. . . . DS = 60mph _ , _ _. _ - . ', � � � : � ; - C- -:�F_ - o _ �i . � - } - - - i 30 i . , ROPOSED '.GRADE . , _ - , _. __ _ . _ � ` , . _- - - - - -, o �n i - - - - - �, _.._3Q_- _T_;��_ - - , t�_ + EL 2556' - - _..___ - - (+1I:GB39/ f._11.37 : � - - -- - - - - - - 54<. - - I - - �CP Sto.f7f98.68 - i � � � ,.. _ �_ i � . � EXIST_ POWER POLE f ; - i Z N �F L__ �_ j-_� ._ -_ � . .. _ .. � - - - I _ _ , - - - I - - . - . (fA�±S39'/.---------� - �.-� -�� -�_�-_._-�� I ' - - - _ t. (t1Q.�000/ _ ,._ C_--- - -- '-.. ----• J W - -t- - = • - - -- �oo vR -�� __-�_11.3754� �+)I.83r9% �-_ �f)12857� �� Q v=i - _`___ --'_ - - , _._ - -_�-, - - - - '! 2O_ - r---,_ GIt�LPROJE : _ _: r- - _ I . � f }s-aiT^ _ _ _ - - - ' - - - - --- -2Q-_ ------•- _ l , � ___ - - ---- , -. _ . _ ___ _ - --_ _ --- --- °-- - -�_ . _ �nw � __ ._._.�.� -, -° - - - --- '_ : BEG/N GRADE -`.� ` r _ �,vws l EXISTING GROUN - -.-- --: - -- --- -,-• ._.:N - _ � � e�ii. � ' -- -- �T - T =- ---- ='_' �7t / + ----- - �-.: _ I�5 F , __ - -, ...•--� -•- -� •- _-- _ _,. �. . - _ L �' t� 7)Q:00- _ _ �, � _ _ P ��N , - -- •_.�:,_ _ _ � ,_._ � . . .... ,.-- } _,-�� rt_-.` . , , .. - ... . �, . �:. . . k ..: r -- --_ `_._ ___ .___.. -_ _._ , -•"`.' . .-�.-:: �-. . �SC:. EX/ST.U/G TELEPHONE FO.COBLE �. _',:$TA.lBf7J� LT. ; �. - - ---- - - -- ` �- -... --- - � - , EtEV. - 24.84 \ ;� -° - E/ F 23J5 _ , _-- �EXIS7:KDPE 4(CArER LfNE . --- lQ_. '.- f -' � ,- . `- -- /6'QIP - �•. -. _ ,,- .: _:: �.-- -- � - - - � . - -- � - -- . _ _ �. -- _ �_. _ - ..; _ _ .. _ ' ��.` ,. �.- .- .. ...--•�� -_ i � - � - - �-� r - - -- - � _ f ��- - • .� ��- ��- ' ._ ,5`D!P ._- :- � , � 1 -� - - - --- -- - � - EXISr.HOPE WATERLINE : � � � ._. h� .� �. . �,.: _ . - - -- L . f . . .. ... �_ � � - -- - - � - ...; - - ,_ . � - - - - � - 1 '_ , b �, r __ _ ; � ' � -�r -1- .� ` � . __ � . . . . ,-.- - '- : i-_-� _ _€XlST.L/6� TEL£PHON£. FA.CABLE .�. . �"_ _. _ � t �, I �... - � �. � r--' -- -- - - 1. MILLING LIMITS: '-4�-- �,,. ti..__•-..• �_ J_ l - �r� - - � � - �- � I �- � _,. � .'T:r �.. .., ... . . ; , �. . ._. ,.. .... �. _.__ .. `,'_'� :_L J ':. � _._- ._ � F ,. �' _ ' I � �I-. <� _ _ � RUAAMEL, KLEPPER & KAHL, LLP -- I STA.10+00.00 TO 10+75.00 _ _ . _, � , -r --r-- i , � -+ _.= t _ , -=_ ---- _ . _. _- � - ' ' STA.24+00.00 TO 25+50.00 ---- --_ _, _ � _ + . _ � : __ _ ...._ .._..._ . � - _ : _ 20"FRENCHLE$S WAiER lINE � y __ I, __r _ __ .__., .. __ -�_ ,. _ ' __ i T.. � ...:_ ' f , _' ' 900 RIDGEFIELD DRIVE SUITE 350 _ - -- -_, . -. �� _ . . _ ' -- _ -..- . . . ..... RELOCATED U/G . .. . -_ .. . _ - , ._: _. .. � .. _- P7fiU9-3960 � -, r . ` � RALEIGH, NORTH CAROLINA . .. . ... �-' �� - ... . ... . . .. .- . .- . 4 .. .�. NC LICENSE NO. F-q112 . (919) 878-9560 ... ... . �;. __ ._ .. . . ._ _.: _. . . . lEtEPHONE fA: � , �_: . �:_ ._'. _ . � .:: � .,_._ ._��;- __ � , 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 �- . _ , , , �' � -� -� -- 1 p ` �-�� DETAIL A � qD\83 �: 1�� _ m SPECIAL CUT DITCH � ? � � � ��. � � ,� . . � �� ou�n �, �!, � `,, r �' �t ', � � , , ,' � ��, � �- -`�, � � ' �� .25-5 INo�m 5cal / ` �. � . - � g �at sloa � I . . i � _ . �� . `. . Ga��d 3,y F\o � � � . � \ ` � � _. 1 . -- ��i i EVE$ETi� EU,EIVE - � n+�� o_ i o F�. � r � �� 5-3 � ---=x--%� � ra i UM � - �- a i+ s r o s T n. z i+ o o i r MECHANIZED CLEARING --- + t f, ;� `�Cf J fp=_=�H �, .aHira;:EF, Sk ,} �� , , , E 2 -�-- -� � n p _ ZS-I ' � .,> . ' TEMP.SKIMMER BASIN �SPECIAL NT c BRIDG CONSTRUCTION � n� �� . � � SEF EC PL4N5 � D I T C HIL A 'Z^, ` �` ETA . � ppildn�l�� SU qy BEGIN SBG .. � , a, � � ' i Q . _. . .. _ � � . L STA. l2 94.00 g . , � _ i � �..� ``. L P ., �''� , m SEE D �� . � � AREA FOR �.. ' EQUIP ENT ACCESS ARE4 � . �.. '. ' EXIST BRIAiE ' '�'.. �..-... $TA�., 1 7+98.69 �. . . \� .�,.; � � �� . .. .PIPE TRENCHING �� TEMPO RY EXCAVATION � /�D A6U(MENTS BWDG�E CONSTRUCTION \ F �` W E , : � r � � MACHINERY 'i. REMOVE EQUIPMENT ACCESS AREA __ � _..� :' � i _ E, �R ` _ � IN WET NDS _ - ' � c�nss n eir anr ' � "'- , , _ . ^- \\ �\ ... , R..,, �. , , / "� c�'1 � ,� � . � .: .. A � . � . � . . � .. ..., � . � � � ' '_. . �:, „ �' _ _ � '- . �� c � � . � cus�s rznne � ` R � , r� _ y � ALVE CON ON PIT '"- t . ,.,. � � / � W . � _. � .. . � , „ ` ,�..:_,� '_ � ° -" � � ' , ..�,�V.. 1 - 31M= _ � / _ IF XrR a' �r -W W M � � '.. �_ _ ".__ . � _�i �_ , � } � m l � _ � � � � � . � ,'� � n ./' � �-- . - � �--- -� � �� _ { �, I&EN�Nl ESS -WL � � p� \ � ' _ G „ _ ... . _ _ _- RA T _..- ._ .s� __..�, _ --_ . ._��„ .. .. ... .- �,y5 . -_- _ � __ -. �" .._ .,- -. C11i�, =-� -'��-� �,, _ . x .., �-_ . _� v ..� �'-__� r � -- - ` � � � ; . ._ „ o j._ . -�- - ___. 1 _ - _' _ -w "-p-'t-�-`a� .e.�._= � � = � � - Bil�4�VE - � - "� -- -'s;..- .' __ . ... . �^-�"- --_ _ _ -�- _ "" - � ,, � _ wT - / ..NJ, �rU`%S'4/ N - _..�. ' ' ..... __ _ ' � y _ � y 1 w91' � _. _.' __ _'_ � _.... " a r '_ __ - _. - .,� - - - . � ,�,g� ._� -, o � ..,,, 2_.1 ._ , .w: -� Frr = =-6 _- - o� -_. . - ��k �"� �-��., �; _ ,� y ' _" - _ � ..._-� . _ _ . - .. , _ . -__. -,-_.-__.' _. .. _ _ �. _.�_ �: - -..__... -_:__ _ - ;� _._ ---�.� � _,- . _ - ' - - / �_ c � o � - - i � �y _s's5� - - - -- �.. - :�� _ \ r _ - M} .. � � � `�' � '*w� U�` _ � o P - - - ` `- _ �-_- L - � - . - � -_ - __ __ _`= -- � � ,- _ PROJECT REFERENCE NO. SHEET NO. Q90025 4 ILW SHEEi NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PERMIT DRA WI11lG SHEET 4 OF IO � DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE wATER �DENOTES TEMPORARY IMPACTS IN SURFACE wA7ER __._. � _..__ -- -._ � , _... _.,.,., �� IZE� :,+ DENOTCLEARING N _ ,. - _ _- ---- - - = - - � _ -- - - p � iN weaallo --�" ' � -. �. , �...-. - �� - - - - -' � "' -- - �� - -- m - ..... .,..... / r ��. � / .�: -- " �-- ..�.„s a __ _._�--.:n.-�v --=:,Y-,- .y�'� y� _� ,r, -- -*`-�-�-__ � +��.:-- -- - �.-�-t �' -- � � � d. -� Ik IP....'.. r �-=,.. -_ .. _ - 7-'S"�- �' '^�`Si'� '- ' _ RP' _ - .a�;.r'TM*�.� .�`F � ' ,� � CAVA�TION TIN PWETRAN __., i `. , . . .� � . � -_ ' .., _ .� _.. _. , p = , -� �v 'TF ._.�-. - ' � ' - , i.0 n a�-! � 'G�' � - �EX , r. � �-�� _. � , � �� , � � a � , fip .��_ ,. p- � a` ' i ''�.,� �`� `----z HGE - �� ' , �� _ >� u U _ . J , � _ . � ., � � w 2 ( - � 1 £f ..� : - .. . ., . ' /� - - -�z F '�.. .r, IF / ,,,, , "- � �-- .: if � � F y ,3t.-.,^� ,., .., _ � -. f _ E - ' ....__v!"';:.� ,.. �._��/ i o � , �, � °�,1- � � ', � ��Y� j' .02� �� J ( 4- - � DENOTES HAND TEMPORARY SURFACE � 'l �� t �� '.,, � - �-_. t.' �" "+ " ' = _.t-, . N( I � ` . " - � l � CLEARING WATERS IMPACTS � � � � �' � - ' MECHAN�IZED � � RY .. � �@XCAVATION � 4/e A '' . .. \S � � `�1,' 1 � � / i ��0�� ; % .�w4 L. iaru�r �� Fi�� iH wervNo � � � CLEARING '�.�, \�. ��', FILL I �� ,&�L�ND � W. VJETLAND5 �,��{�� 2'S;4'` ,sr � --__ _ /� - � ��iurEra. � ,.. W��H� �m �� K vi ',^'7�_ �\ i X ,� � �- � / r( % l --_--F1LL IN �� ' � , � PILL IN eF � � / � v - F T DENOTES TEMPORARY l Ad�- � 1 i � � r. � \� � \_�.` ... �/ / / �i WEl`kANDS WETLANDS " p _ 5 � e�ni� _� i h - �� .� - � �� x � � �4 � '� � - -�-'_ � MUE / LIK N � � � i �� , , . � � �. } I 20' 1RENCHLE55 �JI^- ' . .-.� . � � - � � � ' 7T � �� - � � � �/ � �� - --� / �� ., . , � a r � } � -c ,r.� i� . / i , � � , i ..__ _ � , ., ; '" - -" '" . � _. �' : � � �� ' � �� i� , i _ � � , ,- d � i , _ i , , _-' . ' - , - � �� ` � , � f '.. __ - �',�- � � �� - � ,, �, � ; � } � ` ' � r ' �' c �"� ' '�.- L _ s� �'��• - - �, ��_ _ ------- � , � , � -- �;_ � - . � ` � �� ) ; �� ->,_ � f -,, �` '� - 3 �� • '�'. , � "-- -- Ij ��` `- D AERIAL PO INE � -- � �, ' r-- �-�-- -�� ,], - ,�, � _ ,' ._ _ -_ CFI ', / � � _i � � • _ . � �. � - __� � � �a -.��°-i .� �, ,- . , � .. _ . _--- : . '- ,- . ' � � , � � ��' J � �v _, RELOCr1iED-l'VG TEIEPMON� � � RELOCA'FE WER L � �- = ''-- ''�-�� _. F _ >,� s � __ �� t-__ _ � _ - �r- _ _ y� _ _ _ , m -- � �' _ � , \ ^ % _ , _ � `� � � - - - -- Z - -- _ _ \ ``- -��IB'ER_OPT�. CABLE , �� s- _ �� /� � � �_ % �_ � _ ; -z _ -- , , _ , , � , ; --�a�sE��:�� __ ` _ .. - _ -- � _ � t� , _ -- - I � _ � - _ � _ � , � _ � -r-- - � , � �, -, , � - , \~ _ �� i . �,.. � , ,. �\ - _� � ; \ a i- ��` � �r � � � �� _ '\.., IL tl��' __�_ �. 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VC 40 � - � --- - -r,_ � i� _. �,-�` , � � _:- �_ ' _'T� - � -- _ _� � � � � � EXISTING LOW CHORD ELEV. - 23.0 ft - ---- � i , � � rr -� �-� -� - - ---��- K = 27 ' -- � _ � _� T �� -�'�_ � i _� � � � � � � � >> � EX/STlN6 BRIDGE OPENING - 608.4 sf � +-.: �-.-• -- _} -�� _-- - �- = +� , , � �--�' �- �- - ,_ Pl = ll+10.00 � _� - , � _ :: � -- � - � � �-�-, .- - -� , - = MPH ; :. - _ , - �_ �-__ _ � �- �- �- � �� - - - :_. _ -� �,_ - �- _- - �- -_ -� EL = 2/.30' DS 30- - - , = i �" � � � `� � � % v �� PROPOSED LOW CHORD ELEV. - 22.4 ft � � ' � � � -��,- �_ � t- � -- , � T-_-- __ � _ . k_ _ � _ _-_� a ��:t�'rl%�� t r� v � � EXCA ATION �:� - �� -�'- _', -1-��- � � � --- �-,- ��- � �� - -,- VC = 70 1 , / ., 6 � � � PROPOSED BRIDGE OPEN/NG - 848.4 sf � - �- �- I -�� -,-� -L - ;- - - � - - r - �- -�- -r� K = l7 � i _ � �ia ,' � � -,,,' : ��-�- - -- ��, � _ � �� _ __ � � -� � --�= 30 �_� �- - - � � � N Tr� , � , , � A N W ET1AN D - _ � � - - - - � �,� - �--i - r � ��-� -r --� DS = 20 MPH --� --- � �� - - =-,� - 39. - , , � ' Ci ��iG 1,� as-' ; F ' � - � MATERIAL TO BE REMOVED � . � � i . ��. -�� _. �: �� ,-.'� _ ',-!-� �--� � _��- t � "-' � ��-- - � ' - ��-� -{ �� f - - - - �. �� ` � � / � -- , _ + _ �- - �� ; � -�- � ��- - - _ � _� �_--��- - _ _ -_ - - -- - -_ _ r _ - ERMANEt�LI' FILL � � '--_. � _ . � _. ,__. _�_, � _. f :,-�._ i_._.��, �- -?- � -�- --- ��- ' �: � �, F ! -'- -� - - - 1 __ � .6 -- -}- - - _ _ -_ `' �" HAND ; � _ :"_ . � _ . _:_ _._ __. �. _� . , � .1 . ____ , , . ,T. _� -� -i--�--` � - - � : {,+)3 - - - _ _ r - � � IN S�FACE;YV'ATERS � _- _ _ _ _ _ = ��- _�_._ - - �- � __. . _�1_ � �_` ; _� .r` i - - - i - � � � CLEARING � � ROP POWEK POtE � _ �� . .. �,_. _ _ : _ ` � -- - -- - - - j5.�B18� ' _ _ �� - �-� �� HAND CLEARING - - BRIDGE M'ORAULIC DATA �.-:t _ _ . ' - � - ' . f . .'- - _ __ - - �-�_ � ; �_ _L i - ��-. -�{ _.__.. - -- --. ! , SrR D3d025 Sio.13+86 L _�� . �. - � .. . ` � __ -_ �' - -- _ -_ ---r�� - - i . - -�-�---- � - � - -2 � � _�- - f �,� � T �- - ' - _ - -�_ -1- �;: � - - + - - �---` �-fll.t4 '%' , - - - 2Q_-- � ':: . -. . . ... - � DESIGN Ff?EO(/ENCY = 25 YRS . ` ... . � ..� - - _.. --� ' _ -- F � - r -.- � r4ERIAL�POWER LINE t - �-t- _- APPROX.STRUCTURE EXCAVATION; - !�- -.�� - r =- _ = i - `-- i :- - - . �i; -- ' � - - DES/GN D/SCHARGE _ /.300 CFS -�: - - ' - � �� . _ _ _ . . ._- �..- - �. � - -_ . 1-_ t _ , . . ,, . __._ .--, . �_ ._ DES/GN HW ELEVA7/ON = 205 FT .__':_ _�.- :�,- PROP: ELEiL..�3�5 __�_`: r,-- ' �L' -------------_ . . ;� __� .._� __.., r _- �. "_- 1L-. : . ,.�. _..--- , - ��_ , _ SCALE � _:_ . -_ : = � _ _ _ _:_ . -:- -r -- --- �T+18�� 2'tTJ ,- , , ;_ pf? 6R R/ S : -t� S�� EXIST POWER:POLE �� ioo rE�r D/SCNa.4GE Zn0 CFS AERIAL' POWER��LINE , _ . �_ _,. �_ _ _ j - -- � 1"-50 _. � _ � - � - -- _ �' - _' __�_'_. - -'- --'- ��-� ioo vEaEr FREOUEacr = �oo rRS PROP_�ELEV.49:55 _--- � _ , _ ,. _�._ , �, - - �-�-�€-L - 25.08 � �- � _ __- __�__�-_ �_-___ � r. - _� _ � --------- - --= � ------ - -- ._ -,. __ rROe_eav�eR ea��, -_ _ ��_I4��,-, � ._t_ _ -�---, �-- � - - - - - 10 � . -.-.: . � _ ` _ .,-- ---� ��. --:---- : . �:: I . __ '. !- l00 YEAR HW ELEVATION = �1b7 FT -_-r` -:_ -�1 . . �.-._ i ; r< .._,.i..I . . ,:::. � �'- . . . I ;- - -`-�`_-- -� .-_�'__ " . � '.-- -' - -.L .._�. �� ',;_ _ . �....._ T� � -_-�- � ... , �--C . . C �.. i �. �,:I OVERTOPPiNG FREOUENCY - 500+ YRS �. Pl = 1.3f9O. O t ,. � .:.. � ._ :�- _..:. _i__�� . . -` � ---� � - --- ( ' _ t _ . � ---- -� �, L - ;:�. - � - - -�, � . ; t , � _ {- . ._-. _ , � t _ -L-� 5TA �/7�+ .5l - _ ` Pl = 18+30.00 .. --- � !-- . 1_Qf 00 � -� -77 _+,' 0� . �- '��-:12 +r00 . . ; =� �' _.. -I - � �. .._.. .,_ _��,__ 1 .--_ - - ... . .__,. . _. , ._,.. ..:I OVER70PPiNG DlSCH?RGE - 5.880 CFS ._., ._ EL P9.F) ',. - = � -.- : - -. ...../ f ..- , - - ::_ ._'-:_. _.----- --� - -- -- _ ��' � "_ __. ;___ ' ,, �� ', ;� .--- .:_'. _ , '. ��. _ - �:-:. �:: � OVERTOPPING E VAT/ N ° 24.b FT ...i_ ' � ..-.r_ _ 1 , ',. . Y :_ STA D . .C%� .- . __ ._� ._: EL - 23.60' :: � . :. . - , � . ' '_ �-�- �� __� �� G � o VC = 440' _!- --,... _�. . � _ _� �?_ -�-z = ---� _ -- - 1 _ `1.��; �.�._ --- ~-,� � '_.-_ -;_-_ �� _ -� ,voRMU warER soRFacE EtEV = is.rFr -'- _ . . . _ EL = 25_48'. �--- �_� VC = 440' i-'_'_ - r --� r -- r � - �- '- � �� , �� - r��- - . _ .� _ r - - -�- �------ r � �- - 40 ` �'� � �-� __ k ' __ � Pl 10+30.00 �- -� rows ELEV SURVErED = o5ioTi2oi2 _ _.� K /54 _ _ � _._ _ �- ' � �- -r - ..._ _� _ K = l37 �-�-� -�-�- -- - -- -- - - --'-_-- -- � - �, - -- -- _ t_ ��.�� . _ , . EL = 25.20' _ f ' DS = 60m _ �� - - - - � - - - - - _�-�- -- - �. 4-. _ _. . ' '__' _ :�: _ - _ '! � -- � '��_L =-7--- _- _ DS = 60mph t� r- -F _�, � . . � � _ _ - � :_ _- `�'�-i _- -� _�__ _,_ -� �� VC - l50' � I BEGIN BRiOGE �;HP Sto,= l3t9B.3 ! - : �_ � .�°� �- C STA 17+J82t� _--i _ , ��- - - - --r- - � � � =--- -- - ; ��- - -' ._.- . �_. -:_ =. ��'__ �_�--- r_�'- � K = l38 _ _ �_p _. _ � _ ,_�_ . . � _-_ �_-� ._.,�._ ,�[ .:� :, _ ._ � � � .:_� � � � � I L __STA 13t2fi - - €ND BR/DGE �-DRI-'S7A.12t02.� ��_ � _; ' _ ; _.. �,_ . -� � _ , _ , _ - _ ___. _ - �- � -: �- �_ -_ - r r DS = 60mph b _ � - I . '�� I - - - � . �._ - , . � �_ . _ °: : _. , o �� - ��_, ; 3O_ ' �_ '- � �- - . s . . _ . . ROPQSED GRADE - �� -Z- + � � ��EL - 25.56' _ __. ._,_ t _. � _ i -..� _ � '.�'�� _ __ o�,� - -- - � _-:_��r � ----- �------- - �---- _____. . __-- - f-�� t- ��' -�- - - �__.__ __�_ __ _._.__.._- �-----'- ___.--- --- ------� -- _. ._- �----� �� _34- _�- a j , f +)C4839 11.3754/, - -� i . � �, _ - _- "' + - - ; -,.- �� L _ .. IEP Sto.f7f9858 Z � _ _ -� - . � - �i. 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T _'-._ '_' . --��--- _ �. ._�___ _ ._..-- - �,--._,_� _��. � _ _ __�.,..F ' - _ " ' _ _ RUMMEL, KLEPPER & KAHL, LLP .- .-� . . �.. __ �-=- � _ }., --=k --' -� -_ : �- _ r _- � - - �, ! - --� -, -- �- _ ,__ � _ t- _; _ _,, _ -- -�f - - - - -- - . �- _ � � ,, ...._.. ., _ ��_ 4.__' __.__ ;. _ ___.:...:_._._.-._."-_'-_ _ _ ....�._. . :_'__"' __'___-_'_-�__ : _.�.-'_______._.__-._�'_.�._____- ._._-'_ '--_. ""_'.'__ .__"__'__�__"___-___ ! __ _�'.._ �.__"__'_ _ ___ _.: ,.._..__._- ___ L _ 900 RIDGEFIELD DRIVE $UITE 350 . �... � � .. :� _.�' '.' 1 : .. _ �. ... �:,. _._ _, __. . ___ "- - __'_..__. :. . . ._. _. .,_ �..�. .. - ,_ . . _.. _�_. .. . :_�. . _ . _. . __ _ . , ... _ _ ,_.. I; . _ .. -. ._ RP.LEIGH, NORTH CAROLINA 27609-396� �..:... . -. .. .;. - . �,... . . '�. . _ . ..... . . . . . ..- �.. .... .... . �� . _.. ;. _..._ .. � . .._.._._.. NC LICENSE NO. F-0112 . (919) 876-9560 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 10+00 11+q0 12+00 �� Nt�I�]E5 AN� A�➢�lE$IES�IES PAI$�IEIL N�, NANi[lES A��lFBIE��IE� 25-1 FOTIdIND.� SUBAN 1610 MIll2WAY RD, BOLIVIA, NC 28422 25-2 BUDDHIST ASSOCIATION OF NC 1610 MIIIDWriY RD SE,BOLIVI.�,NC 28422 WAT C:LROLINA UDDAJAgA BANARAM,INC. 25-3 JOSEPH E. WHITI�KER, SR. 1527 MIDWAY ROAD SE, B�OLIVIA, NC 28422 25-4 SAMUEL B. MIII,II,I�EN 31 1�TH ST., LO'd' 6, WHITE 1LA%E, NC 28337 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Temporary Existing Existing Permanent Temp. Excavation Mechanized Clearing Fill Permanent Temp. Channel Channel Natural Site Station Structure Fill In Excavation In in Clearing in in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 11+20 to 14+45 LT & RT Roadway 0.03 <0.01 0.01 0.05 0.01 0.02 13+86 Bridge <0.01 0.02 13 101 TOTALS: 0.03 <0.01 0.01 0.05 0.01 0.02 <0.01 0.02 13 101 Temporary Fill in Wetlands accounts for the crane mats for then construction equipment along the NW stream bank. Temporary Excavation for water line connection pit = 13.5 sf. Permanent Fill in Surface Waters is for Bank Stabilization = 15.1 sf. ; same impact as 13 feet of Perm. Channel Impacts TN Revised 3/31105 INFORMATION TO BE SNOWN ON PLANS �esign: Dischor 1300 c.*.s. F�eaue�cy....?5 r. 20.5 ft ae.....'.... Y ....... Eie�....""""" BaseFlootl: Dlschor9e.....Z.ITO......c.ts. FroOUancY....100.yr'.... EIBV..._21.67.fT. OveriooD��9�DisChorpe...,,S.BBO c.t.s. F�Oquancy....SOO yf.t 24.8 ft ...... Etev .............. �u vi.EVarror�s ruex ar rvu. ns roax. ADDITIONQL INFORMATION AND COMPUTATIONS DRAINAGE__AREA DA=15.2 sQ.mi. WAS DELINEATE� ON OUAD MAPS. FIS REPORT, TABLE 6 STATES DA=16.3 sq.mi. JUSL. AB.OVE. MIDW.AY. Rn..QA: 16.3.sqmi.WILL. BE LSED. F.OR..THIS. ANALYSIS.SINLE .THIS.IS ...... d MORE CONSERVAiIVE APPROACH. ............................................................................................ OT ... ...... ....... ............... OT OCCURS 4PPftDX,326 ft.50UTH OF BRIDGE AT 51'A,10+00 AT ELEV.24.6 ft. ............................................. " "............................................ HYQROLOGY .. " "'"" " """""" .................................................................'""'""""... 0.URA.L COASTAL PL41N FIS REPORT ...... . ....-.,-� .-,-�� ...... " " ................ SIR 2009-5158 dCT. 16. �6�6 " ............ " " " " " " ................... o.a,� ............................................ Q�o= 174 (DA) . 97a CF.S SAY 950 C.F.S. ........oeue ............................................ " " " " " '.................... Qu= 245 (DA) = 7,330 CF.S. SAY 1,300 CF.S. .............'o.eaa........................................................................... Q�� 309 (DA) � �,649 C F S SAV 1,600 C.F.$ ... . ...as�. ... ..... ....... .. . ..... .... .... Qioo� 360 (DA) � 1,994 C F 5 SAY 7,0�0 C F 5 2,170 C.F.S. .. . ... o5a3 .... .... ... . ..... ..... .... .... Qs� 550 (DA) � 2,�99 C F S SAY 2,800 C F 5 USE FEMA DISCHARGE FOR ANALYSIS .$COUR.....HEC i6..Stn..E4,?Pqil 2Qi2... . .. d. ..n.. .... . . .... LIVE.BE�,CONTRACTION SCOUR: Yz� Yil�?./Q,1 D"�,"�'x1 Ys= Y-o Yo (A ��+I . ................:................................................. 100-YR. Yz 7.4[I138.8/597.1] "[30.5/25.87 pp9 14.4 it. Ys i4A �196.4i25.B� - 6.8 ft. ... . .... ..... .... .... .... . ...... ...... 50D-YR. Ys = B.I[I440.3/7363] C30.5/25.8�" 16.2 ft. r i6.2 (213.I/25.81 = 7.9 ft. .... .... .... .... .... .......... ............................. LOCAL SCOUR: Ys� Y, I(2.01{K �IKyI(K,1(a /YJo.e� �F��o..�]. .... .. ..... : .. . ... ...... ... .. IQO YR. Y. = 1.2 (12,0111 0)(I O1fI,UU.0)113/I.'I� (D.°1P� ]= 1.4 ft. (PIER U(PIER 2= 2,5 ft) ........ .: . ... ....... ....... .... .. . ..... ... 500-YR. Ys = i.4 C(2.0/(I.0)(I.OI(I.U(I.0)113/1.4)O6fi0.23) °"1=1.6 ft. (PIER U (PIER 2= 2.7 ft> ............................................................................................. SLOPE PROTECTION ............................................................................................. Z=(I- V, / r IL V, = 0.79 fps V;_ 2.84 fps L= 120 ft. Z= 87 FT, ....................................... ..... PLACE LLASS II RIP RAP I,0' ABOVE 25-YR STORM EVENT, UP TO ELEV.=21.5' TO EXTENTS SHOWN .ON. PLAN. ViEW..OR..AS. DE?A�LEQ. W.STR.�C TURE .DESIGN. MAnIIJAL ........................ AQ.RITIONAJ�. NOT.ES ..................................... ............................... ,THIS.PROJ�.�T_ F04L�WS.SU@R�CIQNAL.,TIER.Gl11Q�LIN�$,.....___ ___ SITE DATA oroinoQe nrea __.. 15.2 SO.MI. 115CS QUdD - BOLIVIA SEE NOiliON�L VYOPoltiNN fOR CI�Po(iC�liOx M DR�NYGE ME� � $ou�CG .......................... ................ et.er Bostn LUMBER Cnarocter .. RURAL COd$TAL PLAIN ............................. stream [tassitication i5ucn as rrou+. Nign ouan+y warar, etc.i �� SW '""' ...... ...................""" ua+a on E.�s*inq Struciure14�.-SPANS ftC FLOOR ON I-BEAMS; TIMBER PILES; 23.2' CL RDWY WIDTH; ...................... " " '............................... 10 20'-2'. I� 20'-4". 10 20'-5'. I R 20'-6". OAL=81.42' TOTAL 608.4 s4 ............................................................. waterwar ooenlnG .............. W0.iERW4Y OPENING BELOW 100-YR.Gi3.2 5t DCDriS Patential: low .""""MOdarote..x... Hiqh..... Dafo on Structuras uo w+a Down Stream . NO NCDOT STRUCTURES 11PSTREAM OR DOWNSTREAM, .. " "'""" ......................"'"""'........ ............................................................................................. �esian con+roi Eiev. ..?!.64' (FEM4 100-YR CORRECTED EFFECTIVE WSEL, RS 19496) .............................................................. Gape Station No.. N/A........... "'...... Perioa of Recoras _N/A ........................... Max. Dischor9a ...N/A........'""... c.fi.a Date.N/A......."""". FrecA+e�cY N/A........... HlsioricOl Flootl Informotionx IO YR RESIDENi- lOSEPH WHITAKER PerioO of Dota.N/4..... Elav.. )$.4.".. Est. Fre4..-.. '.5ource APPRQK.255: DM'NSipM............ Knowietlqa. T. YRS. • ELEV�fqr� a[[uRS pLE/YEUt PBfiOtl Of Dofe N�A.... Eiev..24.1'. Es+. freq!00 _rR, $ource .?REV�R [CRROLL, DIVISION 3. K�owieaoe. 8-9. •� E�EVa�qx Ott{rt5 OuamG uhqa �mC�ES BRIDGE MAINTEIJANCE Perioa ot YRS. Date. " " '.. Elev........Est.Frea.......5ource ..............................rcnoxietlGe...... ntatoriea seour info. : Generoi... N!A.... Conrrocrton....... N/4 N/A ...LOCaI . . ..... ChonnelSbDB �.��IFT/FT Source US�iS QUA�/ $URVEY NormolWOter SuffOCe Elev. __ �5•�� UEMEBxuix SLULLSx,vEEUx �� uonn'nQ•s n: �ett D.B. ...0.125 �ha�i 0.055 p��r o.g��0.125 Source FIELD SIIRVEY t5/7/12) Flootl $iu0y / S+atu6 LIMITED DETAILE� FEMA FL000 STIJDY �� YES FLODD ZONE AE � � � � � � � � � NpN ENCRO�LHMENT AREA � FI000 Stutly IDO yr. Dlscnarpe „ Z.170c.f.s.t w.5. Eie�.: w�rn N/a wirnour r�eeawer ?�;?", iEw [vOss sE[�Dri Mn NpN ENCRDACHMENT 4R A � NON-ENLR01[HAffNT AREA DESIGN DATA Hyoroioqicdn,ernoa ,,, USGS S�R 2009 5156 / PEMA FIS REPQRT .................................................. uyerounc o�s�q, uernoa _ HEC-R4S v. 4.1.0 Fbotls Evpluoietl: Fre4. Q Elev. 8ackrpier Britlpe Openinp Veloclty ��"T�� 10-7R. 95D cfs 20.0 ft I,0 ft 2.3 fD5 ........... .............. ............ ........ ................ DESIGN 0 25 YR. 1.300 cfs 20.5 ft I,0 ft 2.8 fDs .. .... . .......... .......... ....... . ............. 50-YR. 1,600 cis 21.0 ft I.Ift 3:2 fps _.i00-rR. 2.IT0_cfs__ ..21.6i_ft__ I.Itt _ 3.9 fps____ . ...... ....... .... ..... .. .. ... . . 5D0-7ft 2,800 cf5 22.4 fi I.Ift 4.5 fps . .............. ............ ................ OT S,BBQ cfs 24.8 ft I.Ift 8.0 fD5 wo*erwo 457.6 sf 5610 sf y Opaning P�pvitletl Belowi Desfqn N.S.EIev, ......,,, IOOyr W.S.Eiav.......•....... . .� aaarE oru.c ws �wv n�+n. O.ifiPS - LY A�erppe Cnonrwlvebcity IOesipN...?'�fPS..... 4�e�aqe OverGank Vebcity IpgbiqN..D.8fp5.-.RT •i �rrnoux sccrr..� ws irsm- n-rn. ... [omoutea scour : Ganerd „N�?_.___., Conirocr'on 6.6 ft./ 7.9 ft�o�Qi 2,5 ft./ 2,7 ft, ... . �Y �Y NO M0� TYPE 2A - MINOR IMPACTS = 0.19' DECREASE IE a FleotlwOy Revision ftequirea7 """�..... ........................................... AT RS 20107. BRIDGE SLIRVEY & HYDRdULIC DESIGN ftEPORT - N.C.�EPARTMENT Of TR4NSPORTATIDN qV1510N DF HIGHWGTS NYOPdULICS UwT pd�[IGH, N. C. N, a, o: i.o. r+o.._,.SF.090025 �.o�ect Ho....___178P.3.R.26 STA.13+g6.19 -L- �, . ...... Prol. Station """"." ................ N; �o�ty BRUNSWICK MIDW�Y BRANCH z5 ..... 8ridae Over ................""""".......... Brl� Inv. No.......... 0 &' on Htpnwav .SR_ 1509 .............. eerween .SR_ 1506. .... and ...SR_ISQI____............... °• IMIDWA7 ROAD) tLEWIS LOOP R0.1 (GILBERT RD.) v�� eacommendea Srruc*ure .l,j)-SPAN.4,�y,�pN.�RE?E..GIRp�RS,!q.2S.'.!q.7q•, iq.25'; T.Q'[nG.�,=i29.'... ti: TOTAL BRIDGE WIDTH = 36'-3' OUT-OUT, 3'-0' INTEGRAL END BENT CAPS, NO DECK �RAINS . ............................................................................................. o: � 34' 0 CLEAR ROADWAY 90' Recommen0e0 WItliM1 ot RoatlwaY ......� .................................. Skev ................. o; P' RecOmm2ntletl LocatiDn is 1 Up Ai DOwN Sireom from Exf3fin Crossin EXISTING LOC4TION o; 9 9........... ....... m i� NED�p6i $�iDDinq POInt WILMINGTON,. NC, On _ CSX....... R.R., 23„ Mlles From B�Itlpe � eencn Mork is ..BM 8072 ON -L- STA. 25�15.9T, 30.2' RT., 60D NAIL SET IN POWER POLE ....................................................................... 1°� N 97526,5 E 2258545.02 3810' NAVD 88 t� . .................................................. E1ev....'........ Daium:............... ��' NDT REQUIRED. OFF SITE DETOUR. : Tamoorary Crosslnv .......................................................................... m; ti � � r.. ; ' , , . a.. � � yr T, . + � �, < �' �: N 4� �• � o . e''i`° �.� ` m: �� ` 1 o. vyj:� _ �V �n; ^lgpy� � N' I} r Nq z .::� 4 t��' � � �� 'c :"7 ♦ I � �� J : RK&K ENGWEERS. LLF x' ��Q�900 RiDGEFIELD DRIVE. STE.350 �; Desipnea �y:..........X RAJ._�IGH,N4.Z7609. LICENSE NO- F-012 a: NCTE HARRIS ...... Dare .............. A6616iBtl DY� .............................. s; �: Prolect Enpineer: . QUDREY BURNETTE, PE � Raviewetl by: ......... .... .......... � North Carolina Wildlife Resources Commission � Gordon Myers, Executive Director MEMORANDUM TO: Pamela R. Williams. Transportation Program Management Unit, NCDOT FROM: Travis Wilson, Highway Project Coordinator Habitat Conservation Program DATE: October 7, 2011 SUBJECT: Division 3 Bridge Replacements Biologists with the N. C. Wildlife Resources Commission (NCWRC) have reviewed the information provided and have the following preliminary comments on the subject project. Our comments are provided in accordance with provisions of the National Environmental Policy Act (42 U.S.C. 4332(2) (c)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d). Our standard recommendations for bridge replacement projects of this scope are as follows: 1. We generally prefer spanning structures. Spanning structures usually do not require work within the stream and do not require stream channel realignment. The horizontal and vertical clearances provided by bridges allows for human and wildlife passage beneath the structure, does not block fish passage, and does not block navigation by canoeists and boaters. 2. Bridge deck drains should not discharge directly into the stream. 3. Live concrete should not be allowed to contact the water in or entering into the stream. 4. If possible, bridge supports (bents) should not be placed in the stream. 5. If temporary access roads or detours are constructed, they should be removed back to original ground elevations immediately upon the completion of the project. Disturbed areas should be seeded or mulched to stabilize the soil and native tree species should be planted with a spacing of not more than 10'x10'. If possible, when using temporary Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721 Telephone: (919) 707-0220 • Fax: (919) 707-0028 Bridge Memo Page 2 October 7, 2011 structures the area should be cleared but not grubbed. Clearing the area with chain saws, mowers, bush-hogs, or other mechanized equipment and leaving the stumps and root mat intact, allows the area to revegetate naturally and minimizes disturbed soil. 6. A clear bank (riprap free) area of at least 10 feet should remain on each side of the steam underneath the bridge. 7. In trout waters, the N.C. Wildlife Resources Commission reviews all U.S. Army Corps of Engineers nationwide and general `404' permits. We have the option of requesting additional measures to protect trout and trout habitat and we can recommend that the project require an individual `404' permit. 8. In streams that contain threatened or endangered species, NCDOT biologist Mr. Logan Williams should be notified. Special measures to protect these sensitive species may be required. NCDOT should also contact the U.S. Fish and Wildlife Service for information on requirements of the Endangered Species Act as it relates to the project. 9. In streams that are used by anadromous fish, the NCDOT official policy entitled "Stream Crossing Guidelines for Anadromous Fish Passage (May 12, 1997)" should be followed. 10. Sedimentation and erosion control measures sufficient to protect aquatic resources must be implemented prior to any ground disturbing activities. Structures should be maintained regularly, especially following rainfall events. 11. Temporary or permanent herbaceous vegetation should be planted on all bare soil within 15 days of ground disturbing activities to provide long-term erosion control. 12. All work in or adjacent to stream waters should be conducted in a dry work area. Sandbags, rock berms, cofferdams, or other diversion structures should be used where possible to prevent excavation in flowing water. 13. Heavy equipment should be operated from the bank rather than in stream channels in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into streams. 14. Only clean, sediment-free rock should be used as temporary fill (causeways), and should be removed without excessive disturbance of the natural stream bottom when construction is completed. 15. During subsurface investigations, equipment should be inspected daily and maintained to prevent contamination of surface waters from leaking fuels, lubricants, hydraulic fluids, or other toxic materials. If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are used: 1. The culvert must be designed to allow for aquatic life and fish passage. Generally, the culvert or pipe invert should be buried at least 1 foot below the natural streambed (measured from the natural thalweg depth). If multiple barrels are required, barrels other than the base flow barrel(s) should be placed on or near stream bankfull or floodplain bench elevation (similar to Lyonsfield design). These should be Bridge Memo Page 3 October 7, 2011 reconnected to floodplain benches as appropriate. This may be accomplished by utilizing sills on the upstream and downstream ends to restrict or divert flow to the base flow barrel(s). Silled barrels should be iilled with sediment so as not to cause noxious or mosquito breeding conditions. Sufficient water depth should be provided in the base flow barrel(s) during low flows to accommodate fish movement. If culverts are longer than 40-50 linear feet, alternating or notched baffles should be installed in a manner that mimics existing stream pattern. This should enhance aquatic life passage: 1) by depositing sediments in the barrel, 2) by maintaining channel depth and flow regimes, and 3) by providing resting places for fish and other aquatic organisms. In essence, base flow barrel(s) should provide a continuum of water depth and channel width without substantial modifications of velocity. 2. If multiple pipes or cells are used, at least one pipe or box should be designed to remain dry during normal flows to allow for wildlife passage. 3. Culverts or pipes should be situated along the existing channel alignment whenever possible to avoid channel realignment. Widening the stream channel must be avoided. Stream channel widening at the inlet or outlet end of structures typically decreases water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic life passage. 4. Riprap should not be placed in the active thalweg channel or placed in the streambed in a manner that precludes aquatic life passage. Bioengineering boulders or structures should be professionally designed, sized, and installed. In most cases, we prefer the replacement ofthe existing structure at the same location with road closure. If road closure is not feasible, a temporary detour should be designed and located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing stream banks. If the structure will be on a new alignment, the old structure should be removed and the approach fills removed from the 100-year floodplain. Approach filis should be removed down to the natural ground elevation. The area should be stabilized with grass and planted with native tree species. If the area reclaimed was previously wetlands, NCDOT should restore the area to wetlands. If successful, the site may be utilized as mitigation for the subject project or other projects in the watershed. Project specific comments: • Brunswick County 090003 Bridge #3 over Banton Branch on SR 1455: We recommend replacing this bridge with a bridge. Standard recommendations apply. Brunswick County 090016 Bridge #16 over Honey Island Swamp on NC 211: Juniper Creek Game Land is located within the project study area, DOT should coordinate closely with NCWRC during the design and construction of this project to avoid and minimize impacts to this area. We recommend replacing this bridge witli a bridge. Standard recommendations apply. • Brunswick County 090020 Bridge #20 over Honey Island Swamp on NC 211: Juniper Creek Game Land is located within the project study area, DOT should coordinate closely with NCWRC during the design and construction of this project to avoid and Bridge Memo Page 4 October 7, 2011 minimize impacts to this area. We recommend replacing this bridge with a bridge. Standard recommendations apply. �• Brunswick County 090025 Bridge #25 over Midway Branch/River Swamp on SR 1500: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Brunswick County 090054 Bridge #54 over Hood Creek on NC 87: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Brunswick County 090101 Bridge #101 over Branch Pinch Gut Creek on SR 1401: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Brunswick County 090102 Bridge #102 over Pinch Gut Creek on SR 1401: We recommend replacing this bridge with a bridge. Standard recommendations apply. � Brunswick County 090142 Bridge #142 over Hickman Branch on SR 1301: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Brunswick County 090169 Bridge #169 over Branch Lockwood Folly River on SR 1115: This area is designated as a Primary Nursery Area; therefore WRC request an in-water work moratorium from February 15 to September 30. We recommend replacing this bridge with a bridge. Standard recommendations apply. • Brunswick County 090200 Bridge #200 over Branch Juniper Creek on SR 1340: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Pender County 700144 Bridge #144 over Colly Creek on SR 1102: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Pender County 700215 Bridge #215 over Buckle Swamp Creek on SR 1104: We recommend replacing this bridge with a bridge. Standard recommendations apply. If you need further assistance or information on NCWRC concerns regarding bridge replacements, please contact me at (919) 528-9886. Thank you for the opportunity to review and comment on this project. iJnited States Department of the Interior FT5I� AND WIt,DI,IF�; SERVICF., Raleigh Field Office Post Offce Box 33726 Raleigh, Narth Carolina 27636-372b September 1 S, 2011 Pamela R. Williams North Carolina Department of Transportation Transportation Program Management Unit 1595 Mail Service Center- Raleigll, North Carolina 27699-1595 Dear Ms. �Villiams: This letter is in response to your request for comments from the U.S. Fish and Wildlife Service (Service) on the potential environmental effects of the proposed replacement of several bridges in Divisions 1-8. These bridge replacements are part of the state-funded Year 1 Master List (see att�ched truncated list). The following comrnents provide information in accordance with pro�isions of the National Erzvironmental Policy Act (42 U.S.C. 4332(2)(c)) and Section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543). Specif'ic Comments Division 1 Approximately 10 out of the 12 bridges in Division 1 occur within the boundaries of either Alligator River National Wildlife Refuge or Mattamuskeet National Wildlife Refuge. Possible conceins with these bridges include wildlife passage along riparian areas, boater access, and the use of Refuge lands. Tlie Service plans to attend the November 14-15, 2011 field scoping i�ieetin�s for the projects within Refuge boundaries. We request that you schedule the projects thafi are autside Refuge botuidaries last, as it not necessary for us to attend those rneetings. Division 2 The Service does not have any specific concerns for any of these projects. We do not plan to attend any of the field scoping meetings. Division 3 -�E The Sen�ice does not have any specific conceins for any of these projects. We do not plan ta f� attend any of the field scoping meetings. Division 4 The Service agrees with the NCDOT assessment that mussel surveys are needed for Structure Nulnbers 500070 (Neuse R.iver), 500071 (Buffalo Creek), 500072 {Swift Creek), 500236 (Little River), 500240 (Buffalo Creek}, and 500282 (Bufialo Creek) in Johnston County. The federally endangered dwarf wedgemussel (Alasrnido�zta heterodon} has either recently or historically been found in each of the streams for these six sites. Also, the federally endangered Tar River spinymussel (Elliptio steinstansana) has recently been observed in the Little River. At a miniinurn, informal Section 7 consultation will likely be necessary for these six sites. Depending upon survey data and otller information to be obtained, formal Section 7 consultation may or may not be necessary. Tlie Service would Iike to attend the scheduled field scoping meetings for Shucture Numbers 500070, SOQ071, 500072, 500236, 500240, and 500282 only. However, Gary Jordan of my staff is only available on October 13. We request that you schedule the meetings for these six projects on that date only. We do not have any specific concerns for the other projects witlun Division 4. DIV1S1021 $ The Service does not have any specific concerns for any of these projects. We do not plan to attend any of the field scoping ineetings. Division 6 Tl�e Service does not have any specific concenls for any of these projects. We do not plan to attend any of the field scoping meetings. Division 7 The Service agrees with the NCDOT assessment that mussel surveys are needed for Structure Numbers 780037 (Jacob's Creek), 780071 (Rock Creek), 780129 (Prong Jacob's Creek) and 780218 (Quaqua Creeiz) in Rockingl�ain County. Tllese pro3ec�s fali �vithin t1-ie patential range af the federally endangered .T�mes spinymusser (Pleurotiema collina j. �Ve understand that a mussel survey was conducted on August 25, 2011 for 780153 (Hogan's Creek), but we have not yet been provided the results. Tlie Service also agrees that surveys should be conducted for the federally endangered Roanoke logperch (Percina rex) for Structure Numbers 780037 (Jacob's Creelc), 780071 (Rock Creek), 780129 (Prong Jacob's Creek) and 780218 (Quaqua Creek) in Rocicingham County. We understand that fish surveys were conducted in August 2011 for 780073 (Town Creelc) and 780153 (Hogan's Creek) in Rockingham County, and that informal Section 7 consultation is like].y needed. The Service would like to attend the field scoping meetiiigs scheduled for September 28-30, 2011 for Structure Numbers 780037, 780071, 780073, 780129, 780153 and 780218 only. However, Gary Jordan of my staff is unavailable for these dates. The Service requests that NCD�T provide for an alternative meeting date for these six projects, preferably on the same day. At a minimuin, informal Sectioi� 7 consultation is likely for some or all of these six projects. We do not have any specific concerns for the other projects within Divisioi� 7. Division 8 The Service agrees ��it11 the NCDOT assessment that surveys should be conducted for the federally endangered Cape Fear s�uner (NotJropis mekistocholas) at Structure Number 180141 (Rocicy River) in Chatham County and Structure Numbers 620059 (MeLendons Creek) and 620090 (Cabin Creek) in Moore County. Structure Number 180141 is of particular concern since it is located a few iniles upstream of designated critical habitat for the Cape Fear shiner. There are tentative plans to augment the Cape Fear shiner population in the Rocky River in order to aid the recovery of the species. Although this augmentation would occur downstream in the designated critical llabitat, it is expected that Cape Fear shiners would utilize available hahitat upstream at and near the location of Structure Number I80141. As another effort at recovering the species, there is t11e potential that a dam removal upstream of Structure Nuinber 180141 may occur in tlle future, thus o�ening up additional habitat for Cape Fear shiners. The Service «ould like to attend the scheduled field scoping meetings for Structure Numbers 180141 and 620059 only. However, Gary Jordan af my staff is available only on the October 6, 2011 date. We request that you schedule these two field meetings consecutively on that date only. At a minimum, informal Section 7 consultation is likely for one or more of these projects. The following Structure Numbers in Randolph County fall within the potential range of the federally endangered Schweinitz's sunflower (Helianthus schweinitzii): 750002, 75�029, 750067, 750075 and 750400. The Service recommends that surveys for this species be com��leted duriizg the optimal survey window of Iate August — October for these five bridges. Please note that due to the time sensitive nature of these bridge projects, it is imperative that Schweinitz's sunflower surveys happen very soon. Otherwise, the projects may be delayed due to 1�aving to wait until the next survey season in 2012. General Comments The Service recommends the following general conservation measures to avoid or minimize envirornnental impacts to f sh and wildlife resources: 1. Wetland, forest and designated riparian buffer impacts should be avoided and minimized to the maximum extent practical; 2. If unavoidable wetland or stream impacts are proposed, a plan for compensatory mitigation to offset unavoidable impacts should be provided early in the plannuig process; 3. Off-site detours should be used rather than construction of temporary, on-site bridges. For projects requiring an on-site detour in wetlands ar open water, such detours should be aligned along the side of the existing structure which has the least and/or least quality of fish and wildlife habitat. At the completion of canstruction, the detour area should be entirely reinoved and the impacted areas be planted with appropriate vegetation, including trees if necessary; 4. Wherever appropriate, construction in sensitive areas should occur outside fish spawning a11d mi�•atory bird nestiilg seasons. In waterways that may serve as travel corridors for fish, in-water ��vark should be avoided during moratorium periods associated with migration, spawning and sensitive pre-adult life stages. The general moratorium period for anadromous fish is February 15 - June 30; 5. New Uridges should be long enough to allow for safficient wildlife passage along stream conidors; 6. Best Management Practices (BMP) for Construction and Maintenance Activities should be implenlented; 7. Bridge designs sholtld include provisions for roadbed and deck drainage to flow through a vegetated buffer prior to reaching the affected strea�n. This buffer should be large eilough to alleviate any potential effects from run-off of storm water and pollutants; 8. The Uridge designs should not alter the natural st�eam and stream-bank morphology or impede fish passage. To the extent possible, piers and bents should be placed outside the bank-full �vidth of the stream; and 9, Bridges and approaches should be designed to avoid any fill that will result in damming or constriction of the channel or flood plain. If spanning the flood plain is not feasible, culverts should be installed in the flood plain portion of the approach to restore some of the hydrological functions of the flood plain and reduce high velocities of flood waters within the aflected area. Section 7(a)(2) of the Endangered Species Act requires that all federal action agencies (or their designated non-federal representatives), in consultation with the Service, insure that any action federally authorized, fiuided, or carried out by such agencies is not likely to jeopardize the continued existence of any federally threatened or endangered species. To assist you, a county- b��-county list of federally protected species known to occur in North Carolina atid informatioi� on their life hi.stories and haUitats can be found on our web page at http:/Iwww.fws.�ov/nc- es/es/countvfr.himl . If you determine that the proposed action may affect (i.e. likely to adversely affect or not likely to adversely affect) a l.isted species, you should notify this office with your determination, the results of 5rour survey�, survey �,Zeti�adologies a�id an analysi� af the effects of the actian on listed species, il�ciuding consideration of direct, indirect and cumulative eftects, before conducting any activities that migllt affect ihe species. If you determine that the proposed action will have no effect (i.e. no beneficial or adverse, direct or indirect effect) on listed species, then you are not required to contact our office for concurrence. The Service appreciates the opportuiuty to comment on this project. If you have any questions regarding our response, please contact Mr. Gary Jordan at (919) 856-4520, ext. 32. Sincerely, �� a.�. � � .�- Fete Benjamin Field Supervisor Attachmeni: Truncated Master List - Divisions 1-8 Electronic cc: Bill Biddlecome, USACE, Washington, NC Toin Steffens, USACE, Washington, NC Srad Shaver, USACE, Wilmington, NC Eric Alsmeyer, USACE, Wake Forest, NC Ronnie Smith, USACE, Wilmington, NC Andy Williams, USACE, Wake Forest, NC Travis Wilson, NCWRC, Creedmoor, NC Clu-is Militscher, USEPA, Raleigh, NC Design Build Master List Year 1 Dare 270003 Bridge #3 over Deep Creek on U5 264 100 Dare 270090 8ridge #10 over Pains Bay Canai on US 264 34 Dare 270013 Bridge #33 over 5tumpy Point Bay on US 264 100 Dare 270015 Bridge #15 over Stumpy Point Bay on US 264 34 Dare 270016 Bridge #16 over canal on US 264 53 H de 470002 Bridge #2 over Lake Mattamuskeet on NC 94 29 H de 470003 Bridge #3 over Lake Mattamuskeet on NC 94 29 H de 470005 Bridge #5 over canal u.s. from Rutman Cr. on SR 13 120 -1 de 470018 Bridge #16 over Lake Mattamuskeet on NC 94 29 Hyde 470017 Brid e#17 over Lake Mattamuskeet on NC 94 29 H de 470018 Bridge #98 over Lake Mattamuskeet on NC 94 29 �vde 47D025 Bridqe #25 over Burrus Canal on SR 1305 52 2 Beaufort 060053 B 2 Beaufort 060182 B 2 Beaufort 060255 B 2 Pitt 730061 B 2 Pitt 730067 B 2 Pitt 730068 B 2 Pitt 730080 B 2 Pitt 730081 B 2 Pitt 730125 B 2 Pitt 730157 B 2 Pitt 730171 B 2 Pi:t 730176 8 #53 over Pungo River Canal on NC 45lNC 9 60 #182 over Chicod Creek on SR 1158 53 #255 over Broad Creek Canal on SR 1 12( #61 over Tranters Creek on NC 903 12( #67 over Fk Little Contentnea Creek on SR 1 87 #68 over PINE LOG CREEK on SR 1217 53 #80 over Black Swamp on SR 1200 52 #81 over Little Contentnea Creek on SR 1200 52 #125 over UT Hunting Run on 5R 1565 12' #157 over UT to Tyson Creek on SR 1255 36 #171 over Johnson Mill Run on SR 1418 53 #176 over Swift Creek on SR 1122 70 160' asquotanF "80, / „ � asquotanF 1D0' asquotanF 165' ar-Pamiicc "1 �0' / " ' ar-Pamlicc "120' J " 110' 16�' 185' 160' 105' 105' 90' 180' 100' 105' 3 Brunswic 090003 Sridge #3 over Banton Branch on 5R 1455 37 "30'-9" X 6'-9" AL ARCH" 3 Brunswic 09�016 8ridge #16 over Honey Island Swamp on NC 211 53 100' 3 Brunswic 090020 Bridge #20 over Honey Is)and Swamp on NC 211 52 105' � 3 runswic 090025 Bridge #25 over Midway Branch/River Swamp on SR 81 135' 3 Nnswic Bridge #54 over Hood Creek on NC 87 6t 110' 3 runswic 090101 Brid e#101 over Branch Pinch Gut Creek on SR 14 52 90' 3 runswic 090102 Brid e#102 over Pinch Gut Creek on SR 1401 35 80' 3 Brunswic 090142 Bridge #142 over Hickman Branch on SR 1301 20 "50'(85""x54"" " 3 Brunswic 090169 Brid e#169 over Branch Lockwood Folly River on S 21 70' 3 Brunswic 090200 Bridge #200 over Branch Juniper Creek on SR 1340 19 "5�'/22'-3"" x 7'-3"" AI Box 3 Pender 700144 Bridge #144 over Golly Creek on SR 1102 151 225' 3 Pender 700215 Bridge #215 over Buckie Swamp Creek on 5R 1104 92 140' 4 Johnston 500043 Bridge #43 over Mill Creek on SR 1122 4 Johnston 500056 Bridge #56 over Black Creek on US 301/NC 4 Johnston 500070 Bridge #70 over Neuse River on US 301 4 Johnston 500071 Bridge #71 over Buffalo Creek on f�C 96 4 Johnston 500072 Brid e#72 over 5wift Creek on NC 210 4 Johnston 500080 Bridge #SO over Hannah Creek on SR 1159 4 Johnston 500088 Bridge #88 Over East Mingo Creek on SR 1303 4 Johnston 500129 Bridge #129 over Little Black Creek on SR 1006 4 Johnston 500236 Bridge #236 over Litie River on SR 1934 4 Johnston 500240 Bridge #240 over Buffalo Greek on SR 2127 4 Johnston 500241 Bridge #241 over Long Branch on SR 2127 4 Jofinston 500282 Bridge #282 over Buffalo Creek on SR 2130 4 Johnston 500327 Bridge #327 over Moccasin Creek on SR 2141 ,._ Count 13 �•_. � .. 13E 21C 31f 98 18E 87 51 76 16( 53 53 12( 36 5 Wake 910067 Bridge #67 over Bachelor Branch White Oak Creek o 52 5 Wake 910237 Bridge #237 over Neuse River on SR 2555 35( 5 Wake 910285 Bridge #285 over Terrible Creek on SR 2751 70 5 Wake 910338 Bridge #338 over Kenneth Creek on SR 1100 41 5 Wake 910363 Bridge #363 over Reedy Br Prong Beaver Creek on 41 5 Wake 910410 Bridge #410 over Dutchman's Creek on SR 1386 81 5 Wake 910467 Bridge #467 over Walnut Creek on SR 1348 90 5 Wake 910485 Bridge #485 over Echo Creek on SR 2782 31 150' 230' 325' 130' 190' '" 12�' 90' 85' 180' 100' 75' 145' 85' 360' 105' 80' 85' SO' 100' Neuse Neuse Neuse Neuse ar-Pamlict ar-Pamiicc ape Fear Lumber Lumber Lum6er Lumber Lumber Lumber Lumber Lumber ape Feai :ape fear Neuse Neuse Neuse Neuse Neuse Neuse ape Fear Neuse ' Neuse Neuse Neuse Neuse _ ape Fear Neuse Neuse �pe Fear Neuse Neuse Neuse Design Build 230035 230041 230045 B 230069 B 230075 B 23Q081 B 230088 B 230289 B 230290 B 230291 B 230294 B 230295 B 230320 B 230321 B Master List Year 1 #39 across MONTE SWAMP on 5R1006 #41 across MONTE SWAMP on SR1006 #43 across BRANCH UF MONTE SWAMP o. #45 across Big Cypress Swamp on SR4108 #69 across Big Cypress Swamp on SR1112 #75 across Big Branch in Monte Swamp on t #81 across TOM'S FORK on SR1118 #88 over Branch Toms Fork Creek on SR 11; #289 across GRISSETT SWAMP on SR1141 #290 across GRISSETT SWAMP on SR1141 #291 across GRISSET SWAMP on SR1141 #294 across GRISSETT SWAMP on SR1141 #295 across Mollie SWAMP on SR1141. #320 across JUNIPER SWAMP on SR1198 #321 across Juniper Swamp on SR1118 95' 130 95' 75' 14D' i' / 24'-4""x8'-2"" Alum 100' 100' 100' 100' "25'-4" alum box culve 10D' 10�' 7 lamanc 000333 Bridge #333 over Town 8ranch on SR 2183 19 75' / 1 40'x10' Crown 7 Casweli 160102 Bridge #102 over Sugar Tree Creek on SR 1717 51 85' 7 Guilford 400030 Bridge #30 over Register's Creek on SR 1129 34 75' 7 Guilford 400104 Bridge #104 over Brush Creek on SR 382T 35 80' 7 Gullford 400204 Bridge #204 over Rock Creek on SR 2800 19 55' 7 Guilford 400248 Bridge #248 over Big Alamance Trib 3 on SF2 30$8 36 80' 7 Oran e 670141 Bridge #141 over trib of South Flat River on SR 1528 36 85' 7 Orange 670214 Bridge #214 over Rocky Run on SR 1135 25 "2 7' X 8' rcbc" 7 Oran e 670234 Bridge #234 over Little River No.Fork Trib 3 on SR 1 21 60' 7 ocicin ha 780002 Bridge #2 over Troubl?some Creek on SR 2410 36 "83' / 12.25' x 7,25 alun 7.00.k,in ha 78Q037 Bridge #37 over Jacob's Creek on SR 2302 91 7 ockingha 780038 Bridge #38 over Branch Brushy Creek on SR 2304 41 7 ockin ha 780053 Bridge #53 over Belews Creek Trib 2 on SR 1114 41 "81' / 1- 114" CMI 7 ockin ha 780071 Bridge #71 over Rock Creek on SR 1951 41 95' 7 ockin ha 78�073 Bridge #73 over Town Creek on SR 1974 70 110' 7 ockin ha 780092 Brid e#92 over Haw Rvr Tributary 16 on SR 2692 79 95' 7 ockin ha 780129 Bridge #129 over Prong Jacobs Creek on SR 2153 63 7 ockin ha 780145 Bridge #145 over Pron Beaver Creek on SR 1300 30 7 ockin ha 780153 Bridge #153 over Hogan's Creek on SR 2189 70 115' 7 ockingha 780218 Bridge #218 over QuaQua Creek on SR 1928 35 "80' / 2- 8' X 7' RC $ Chatham 180141 Bridge #141 over Rocky River on SR 217Q 8 Lee 520037 Brid e#37 over Upper �ittle River on SR 1162 S Moore 620059 Bridge #59 over McLendons Creek on SR 1D06 6 Moore 620064 Bridge #64 over McLendons Creek on SR 1642 8 Moore 620073 Bridge #73 over Beaver Creek on NC 24/NC 27 8 Moore 620090 Bridge #90 over Cabin Creek on SR 1275 8 Moore 620096 Bridge #96 over Branch Cabin Creek on SR 1400 8 Rando�ph 750002 Bridge #2 over Little River on SR 1119 8 Randolph 750029 Bridge #29 over Uwharrie River on SR 1105 8 Randoi h 750067 Bridge #67 over Uwharrie River on SR 1545 8 Randol h 750075 Bridge #75 over Prong Back Creek on SR 1511 8 Randolph 750400 Bridqe #40Q over Hasketts Creek Trib 2 on SR 1 22 245' 15 175' 201 230' 151 185' 44 85' 181 190' 40 85' 16 195' 20 245' 55 130' 44 19 "61' / 12.5 x 7.: Page 2 Lumber Lumber Lumber Lumber Lumber Lum6er Lumber Lumber Lumber Lumber Lumber Lumber Lumber Lumber Lumber :ape Fear Roanoke :ape Fear ;ape Fear ;ape Fear ;ape Fear Neuse Neuse Neuse :ape Fear Roanoke Roanoke Roanoke Roanoke Roanoke ape Fear 3pe Fear ape Fear ape Fear 3pe Fear ape Fear ape Fear Yadkin Yadkin ' Yadkin ''� i I WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region ProjecUSite: BLIB - 090025 CitylCounty: Brunswick Sampling Date: 9/20/2011 ApplicanUOwner: NCDOT State: NC Sampling Point: WF upland Investigator(s): Amv James Section, Township, Range: Bolivia Landform (hillslope, terrace, etc.): hillsloqe Local relief (concave, convex, none): _ Slope (%): Subregion (LRR or MLRA): P Lat: 34.011315 Long: -78.146213 Datum: Soil Map Unit Name: Muckalee loam NW I classification: Are ciimatic / hydrologic conditions on the site typical for this time of year? Yes ❑ No � (If no, explain in Remarks.) Are Vegetation ❑, Soil ❑, or Hydrology ❑, significantly disturbed? Are "Normal Circumstances" present? Yes � No ❑ Are Vegetation ❑, Soil ❑, or Hydrology ❑, naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes � No ❑ Hydric Soil Present? Yes ❑ No � �s the Sampled A?ea Yes ❑ No � within a Wetland. Wetland Hydrology Present? Yes ❑ No � Rema�ks: Moderate drought conditions at time of evaluation HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) ❑ Surface Soil Cracks (B6) ❑ Surface Water (A1) ❑ Aquatic Fauna (B13) ❑ Sparsely Vegetated Concave Surface (68) ❑ High W ater Table (A2) ❑ Marl Deposits (B15) (LRR U) ❑ Drainage Patterns (B10) ❑ Saturation (A3) ❑ Hydrogen Sulfide Odor (C1) ❑ Moss Trim Lines (B16) ❑ Water Marks (B1) ❑ Oxidized Rhizospheres along Living Roots (C3) ❑ Dry-Season WaterTable (C2) ❑ Sediment Deposits (62) ❑ Presence of Reduced Iron (C4) ❑ Cra�sh Burrows (C8) ❑ Drift Deposits (B3) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Algal Mat or Crust (64) ❑ Thin Muck Surface (C7) ❑ Geomorphic Position (D2) ❑ Iron Deposits (B5) ❑ Other (Explain in Remarks) ❑ Shallow Aquitard (D3) ❑ Inundation Visible on Aerial Imagery (B7) ❑ FAC-Neutral Test (D5) ❑ WatervStained Leaves (B9) ❑ Sphagnum moss (D8) (LRR T, U) Field Observations: Surface W ater Present? Yes ❑ No � Depth (inches): WaterTable Present? Yes ❑ No � Depth (inches): Saturation Present? Wetland Hydrology Present? Yes ❑ No � (includes capillary fringe) Yes ❑ No � Depth (inches): Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0 ve�t i wi iurv - use sciennnc names oi Tree Stratum (Plot size30x30) 1. Fraxinus pennsvlvanica 2. Quercus michauxri 3. llex opaca 4. Pinus taeda 5. Liriodendron tulipifera 6. Quercus niqra 7. 8. Sam un Noint: Absolute Dominant Indicator pominance Test Worksheet: °/ Cover Species? Status 40 Yes FACW Number of Dominant Species 25 Yes FACW That Are OBL, FACW, or FAC: 20 No FAC Total Number of Dominant 15 No FAC Species Across All Strata: 10 No FAC percent of Dominant Species 5 No FAC That Are OBL, FACW, or FAC: Prevalencelndex worksheet: Total % Cover of : 115 = Total Cover OBL species 50% of total cover: 57.5 20°/ of total cover: 23 FACW species SaqlinqlShrub Stratum (Plot size:30x30) FAC species 1. llex opaca 50 Yes FAC FACU species 2. Quercus niqra 5 No FAC UPL species 5 5 100 Multiplv bv: x1 = _ x2 = _ x3 = _ x4 = _ x5 = (A) �B) �� I 3. ColumnTotals: (A) (B) 4. 5. 6. _ 7. 8. Herb Stratum (Plot size:30x30) 1. Leucothoe axillaris 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 55 = Total Cover 50% of total cover: 27.5 20% of total cover: 11 60 Yes FACW 60 = Total Cover 50°/a of total cover: 30 20°/a of total cover: 12 Woodv Vine Stratum (Plot size:30x30) 1. Vitis rotundifolia 5 Yes FAC 2. - 3. 4. 5. - 5 = Total Cover 50% of totai cover: 2.5 20% of total cover: 1 Remarks: (If observed, list morphological adaptations below). Prevalence Index = B/A = Hydrophytic Vegetation Indicators: ❑ 1- Rapid Test for Hydrophytic Vegetation � 2 - Dominance Test is >50% ❑ 3 - Prevalence Index is <3.0' ❑ Problematic Hydrophytic Vegetation1 (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shru6 - Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft tall. Herb - All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine - All woody vines greater than 3.28 ft in height. Hydrophytic Yes � No ❑ Vegetation Present? US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0 .�v�� aarnpung roinr. wr unia� Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Locz Texture Remarks 0-4 10YR 3/2 100 sandv loam 4-16+ 10YR 3/3 100 sandv loam 'Type: C= Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. zLocation: PL=Pore Lining, M=Matrix Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils': ❑ Histosol (A1) ❑ Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O) ❑ Histic Epipedon (AZ) ❑ Thin Dark Surface (S9) (LRR S, T, U) ❑ 2 cm Muck (A10) (LRR S) ❑ Black Histic (A3) ❑ Loamy Mucky Mineral (F1) (LRR U) ❑ Reduced Vertic (F18) (outside MLRA 150A,B) ❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) ❑ Piedmont Floodplain Soils (F19) (LRR P, S, T) ❑ Stratifed Layers (A5) ❑ Depleted Matrix (F3) � Anomalous Bright Loamy Soils (F20) ❑ Organic Bodies (A6) (LRR P, T, U) ❑ Redox Dark Surface (F6) (MLRA 153B) ❑ 5 cm Mucky Mineral (A7) (LRR P, T, U) ❑ Depleted Dark Surface (F7) ❑ Red Parent Material (TF2) ❑ Muck Presence (A8) (LRR U) ❑ Redox Depressions (F8) ❑ Very Shallow Dark Surface (TF12) ❑ 1 cm Muck (A9) (LRR P, T) ❑ Marl (F10) (LRR U) ❑ Other (Explain in Remarks) ❑ Depleted Below Dark Surface (A11) ❑ Depleted Ochric (F11) (MLRA 151) ❑ Thick Dark Surface (Al2) ❑ �ron-Manganese Masses (F12) (LRR O, P, T) 3 Indicators of hydrophytic vegetation and ❑ Coast Prairie Redox (A16) (MLRA 150A) ❑ Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, ❑ Sandy Mucky Mineral (S1) (LRR O, S) ❑ Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. ❑ Sandy Gleyed Matrix (S4) ❑ Reduced Vertic (F18) (MLRA 150A, 150B) ❑ Sandy Redox (S5) ❑ Piedmont Floodplain Soils (F19) (MLRA 149A) ❑ Stripped Matrix (S6) ❑ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) ❑ Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if present): Type: Depth (inches): Hydric Soils Present? Yes ❑ No � Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0 WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region ProjecUSite: BLIB-090025 City/County: Brunswick SamplingDate: 9/20/2011 ApplicanUOwner: NCDOT State: NC SamplingPoint: WF1/2wetland Investigator(s): Lance Fontaine & Chris Underwood Section, Township, Range: Bolivia Landform (hillslope, terrace, etc.): floodplain Local relief (concave, convex, none): concave Slope (%): Subregion (LRR or MLRA): P Lat: 34.011386 Long: -78.145688 Datum: Soil Map Unit Name: Muckalee loam NW I classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes ❑ No � (If no, explain in Remarks.) Are Vegetation ❑, Soil ❑, or Hydrology ❑, significantly disturbed? Are "Normal Circumstances" present? Yes � No ❑ Are Vegetation ❑, Soil ❑, or Hydrology ❑, naturally problematic? (If needed, explain a�y answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes � No ❑ Hydric Soil Present? Yes � No ❑ Is the Sampled Area Yes � No ❑ within a Wetland? Wetland Hydrology Present? Yes � No ❑ Rema�ks: Moderate drought conditions at time of evaluation HYDROLOGY Wetland Hydrology Indicators: Secondarv Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) ❑ Surface Soil Cracks (66) ❑ Surface Water (A1) ❑ Aquatic Fauna (613) � Sparsely Vegetated Concave Surtace (B8) � High WaterTable (A2) ❑ Marl Deposits (B15) (LRR U) ❑ Drainage Patterns (610) � Saturation (A3) ❑ Hydrogen Sulfide Odor (C1) ❑ Moss Trim Lines (B16) � Water Marks (B1) ❑ Oxidized Rhizospheres along Living Roots (C3) ❑ Dry-Season WaterTable (C2) ❑ Sediment Deposits (B2) ❑ Presence of Reduced Iron (C4) ❑ Cra�sh Burrows (C8) ❑ Drift Deposits (B3) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Algal Mat or Crust (B4) ❑ Thin Muck Surface (C7) � Geomorphic Position (D2) ❑ Iron Deposits (B5) ❑ Other (Explain in Remarks) ❑ Shallow Aquitard (D3) ❑ Inundation Visible on Aerial Imagery (67) � FAC-Neutral Test (D5) ❑ Water-Stained Leaves (69) ❑ Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes ❑ No � Depth (inches): WaterTable Present? Yes � No ❑ Depth (inches): 8 Saturation Present? Wetland Hydrology Present? Yes � No ❑ (includes capillary fringe) Yes � No ❑ Depth (inches): 6 Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0 vt�t i�v i wrv - use scienunc names oi Tree Stratum (Plot size:30x30) 1. Fraxinus pennsvlvanica 2. Acer rubrum 3. Nyssa biflora 4. Taxodium distichum 5. Quercus laurifolia 6. 7. 8. Absolute Dominant Indicator pominance Test Worksheet ` % Cover Species? Status 40 Yes FACW Number of Dominant Species 30 Yes FAC That Are OBL, FACW, or FAC: 20 No FACW Total Number of Dominant 15 No OBL Species Across All Strata: 10 No FACW Percent of Dominant Species ThatAre OBL, FACW, or FAC: Prevalence Index worksheet: Total % Cover of : 115 = Total Cover OBL species 50% of total cover: 57.5 20°/a of total cover: 23 FACW species Saolinq/Shrub Stratum (Plot size:30x30) FAC species 1. Carpinus caroliniana 30 Yes FAC FACU species 2. Acerrubrum 20 Yes FAC UPLspecies F'oint: Wr'1/Z wetland 8 (A) 8 (B) 100 Multiplv bv: x1 = _ x2 = _ x3 = _ x4 = _ x5 = ��1� 3. ___ ColumnTotals: (A) (B) 4. 5. 6. _ 7. 8. Herb Stratum (Plot size:30x30) 1. Sabal minor 2. Leucothoe axillaris 3. Carex spp. 4. 5. 6. 7. 8. 9. 10. 11. 12. 50 = Total Cover 50% of total cover: 25 20% of total cover: 10 10 Yes FACW 10 Yes FACW 5 Yes FACW 25 = Total Cover 50% of total cover: 12.5 20% of total cover: 5 Woodv Vine Stratum (Plot size:30x30) 1. Smilax laurrfolia 5 Yes FACW 2. 3. 4. 5. = Total Cover 50% of total cover: 2.5 20% of total cover: 1 Remarks: (If observed, list morphological adaptations below). Prevalence Index = B/A = Hydrophytic Vegetation Indicators: ❑ 1- Rapid Test for Hydrophytic Vegetation � 2 - Dominance Test is >50°/ ❑ 3 - Prevalence Index is <3.0' ❑ Problematic Hydrophytic Vegetation1 (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub - Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft tall. Herb - All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine - All woody vines greater than 3.28 ft in height. Hydrophytic Yes � No ❑ Vegetation Present? US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0 � �� Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) °/ Color (moist) % Type' Loc2 Texture 0-11 2.5Y 2.5/1 100 loam 11=15 2.5Y 2.5/1 100 sandy loam 15-16+ 2.5Y 4/2 95 10YR 4/6 5 C M scl aanipuny roinc Remarks 0-7 heaw orqaniclroot material 'Type: C= Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. ZLocation: PL=Pore Lining, M=Matrix Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: ❑ Histosol (A1) ❑ Polyvalue Below Surface (SS) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O) ❑ Histic Epipedon (A2) ❑ Thin Dark Surface (S9) (LRR S, T, U) ❑ 2 cm Muck (A10) (LRR S) ❑ Black Histic (A3) ❑ �oamy Mucky Mineral (F1) (LRR U) ❑ Reduced Vertic (F18) (outside MLRA 150A,B) ❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) ❑ Piedmont Floodplain Soils (F19) (LRR P, S, T) ❑ Stratified Layers (A5) ❑ Depleted Matrix (F3) � Anomalous Bright Loamy Soils (F20) ❑ Organic Bodies (A6) (LRR P, T, U) ❑ Redox Dark Surface (F6) (MLRA 153B) ❑ 5 cm Mucky Mineral (A7) (LRR P, T, U) ❑ Depleted Dark Surface (F7) ❑ Red Parent Material (TF2) ❑ Muck Presence (A8) (LRR U) ❑ Redox Depressions (F8) ❑ Very Shallow Dark Surface (TF12) ❑ 1 cm Muck (A9) (LRR P, T) ❑ Marl (F10) (LRR U) ❑ Other (Explain in Remarks) ❑ Depleted Below Dark Surface (A11) ❑ Depleted Ochric (F11) (MLRA 151) � Thick Dark Surface (Al2) ❑ iron-Manganese Masses (F12) (LRR O, P, T) 3 Indicators of hydrophytic vegetation and ❑ Coast Prairie Redox (A16) (MLRA 150A) � Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, ❑ Sandy Mucky Mineral (S1) (LRR O, S) ❑ Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. ❑ Sandy Gleyed Matrix (S4) ❑ Reduced Vertic (F18) (MLRA 150A, 1506) ❑ Sandy Redox (S5) ❑ Piedmont Floodplain Soils (F19) (MLRA 149A) ❑ Stripped Matrix (S6) ❑ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) ❑ Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if present): Type: Depth (inches): Hydric Soils Present? Re"'a�ks: scl=sandy clay loam Yes � No ❑ US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0 NC DWQ Stream Identification Form Version 4.11 Date: �j � 3O �� 3 Project/Site: II�, v,,,rw:c� �,5 Evaluator: ,f� y��j,�:i County: �ruww;�� Total Points: Stream Determination (circle oni Stream is at least intermittent ,�. S Ephemeral Intermittent erenni if? 19 oroerennial if? 30" � A. Geomorphology (Subtotal = 2-d ) 1a� Continuity of channel bed and bank 2. Sinuosity of channel along thalweg 3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence 4. Particle size of stream substrate 5. Active/relict floodplain 6. Depositional bars or benches 7. Recent alluvial deposits 8. Headcuts 9. Grade control 10. Natural valley 11. Second or greater order channel a artificiai ditches are not rated; see discussions in manual B. Hydrology (Subtotal = I o• S � 12. Presence of Baseflow 13. Iron oxidizing bacteria 14. Leaf litter 15. Sediment on plants or debris 16. Organic debris lines or piles 17. Soil-based evidence of high water table? Absent 0 0 0 0 0 0 0 Weak 1 1 1 1 1 � 1 1 0 0.5 0 0.5 No=O 0 1 0 1 0 0.5 0 0.5 No=O Latitude: 3 L� , � j( g 6�� Longitude: � B, ��{6?36 W Other e.g.QuadName: JSO�iWia Moderate �2 � C � 2 2 � 2 1 1 Strong 3 3 3 � � 3 3 3 1.5 1.5 jres =� � 2 3 2 3 0.5 0 1 1.5 1 1.5 es=3 C. Biolo (Subtotal = / 3 �-� 18. Fibrous roots in streambed 3 1 0 19. Rooted upiand plants in streambed 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 � 3 21. Aquatic Mollusks 0 � 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; L= 1. Other = 0 `perennial streams may also be idenfified using other methods. See p. 35 of manual, Notes: So�e e G�6o�/G L2✓� qSSv�+�¢p�..%��o ✓e Cs3: ' J r�.cw, vQ �}t� CO.�t�rc.>�- s d v e+t,�� i ��+o! J'o .Y;-Z Qbl¢ s-�A'Ga,H . Sketch: "_---� � .�--"'�-� n� .d �.�- r� � NO SURVEY REQUIRED FORM XUPDATEx PROJECT INFORMATION Project No: Str. #090025 W13S No: F.A. No 17BP.3.R.24 N/A Federal (ZISACE) Perrr7it Required? County: Document rro�ect vackl�:g rvo. (�rt�ernai use/ 11-08-0077 Brunswick PC� or Minimum Criteria Checklist Fa�nding: � State ❑ Federal � Yes ❑ No Pernait Type: NWP 3 or NWP 14 Project Description: Replace Bridge No. 25 over Midway Branch/River Swamp on SR 1500. SUMMARY OF CULTURAL RESOURCES REVIEW Br•ief description of f•eview activities, t•esults of review, and conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was unde►taken on August 29, 2011. Based on this review, there are no existing NR, SL, LD, DE, or SS properties in the Area of Potential Effects, which is 75' from the centerline of the bridge eacll way and 300' fi•om either end. There are several properties within the APE. A Phase II (Intensive Level) Architectural Survey Report for R-3434 prepared by Mattson, Alexander, and Associates, Inc. in 2005 covers the bridge and sureounding APE. In the northeast quadrant of the APE, the report identifies a front gable bungalow that is not eligible for National Register listing. Google Maps "Street View" and Brunswick Coiu�ty GIS/Tax Information identify two modern mobile homes on die site of the house, indicating that the structure is no longer extant. In the northwest quadrant is a modern mobile home. In the southwest quadrant is a one-stoiy ranch built in 1965 that is not NR eligible. In the southeast quadrant of the crossing is a Buddhist Center, and a modest, mid-century cottage within tlle complex lacks integrity with asbestos siding and an enclosed porch and is not NR eligible. Bcunswick County GIS/Tax information and Google Maps "Street View" confrm that there are no histocic structures within the APE. No Survey is required. In addition, Bridge No. 25 is not eligible based on the NCDOT Historic Bridge Inventory. The APE was updated on Februa�y 16, 2012 as the bridge will be replaced on existing alignment with approach work fi•om the north realigned to improve the northern approach cuive. The new APE extends 1200' north fi-om the bridge and 250' south of the bridge to accommodate the realigned northern cuive. The propec-ties south of the bridge mentioned above remain NR ineligible and no new structures are in the southern portion of the APE. In the northwesternmost portion of the APE is 1409 Midway Road (P1N 205900870540), which was built in 1930 and is not NR eligible based on the 2005 report and Google Maps "Street View." A c. 1978 one-story brick ranch house and two mobile homes (1527, 1471, and 1467 Midway Road) are south of 1409 Midway Road on the west side, near where the new northern approach curve will be located. None of these structures at•e NR eligible. Nortlieast of the bridge on tlle eastern side of Midway Road ai•e two mobile homes, and directly north of Lewis Loop NE is an ineligible c.1930s one-story frame bungalow (1494 Midway Road, PIN 205900868824). This house lacks integt•ity or significance required fo�• NR eligiUility. A c.1960 liouse and store at 1446 Midway Road (PIN 205900878179) in the noi�theasternmost corner of the APE are not NR eligible. Tliere ac•e no National Register listed or eligible properties within the modified APE. „A�o Sru ve�+l2equired"jani for A4inor'I'rnnsporinlion Projecrs ns Oxalified in rhe 2007 Nrogrmnn�ntic Agreemenr. NCDOT Archaeolog�� & Nislm'!c Archilechve Groups 11-08-0077 Brief Explanation of why !he available information provides a reliable basis fof• r•easonably predicting that there are rro unidentifred hrstoric properties in the APB: HPO quad maps and GIS information recording NR, SL, LD, DE, and SS properties for the Brimswick County survey, Brunswick County GiS and tax information, and Google Maps "Street View" are considered valid for the purposes of determining the likelihood of historic resources being pt•esent. In addition, the "Phase II (Intensive Level) Architectural Survey Report for R-3434" preUared by Mattson, Alexander, and Associates, Inc. in 2005 provides complete coverage of the APE area. There are no National Register listed or eligible properties and no survey is required. SUPPORT DOCUMENTATION See attached: Map, images. FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL NO SURVEY REQUIRED -----� ARCI-IAEOLOGY HISTOR[C ARCIII"CGC"I'URG� (CIRCLG ON�) NCDOT Culttu�al Resources Specialist No Sru�rep Required" Jorm /br A4innr 7i»nspurlallon Projeel.s n.s Qualified in Ihe 2I107 ProKi�ninurulic �greenienr. A�('DO[�.1rrJrueolohl' & f�li.r�oric Archileclrn�e (iionp.r Project Tracking No. (Internat UseJ i.�._.�----------- --� i ].1-OS-0077 �� t NO SURVEY REQUiRED FORM PROJECT INFORMATION Project No: STR#090025 County: Bninswick WBS No: 17BP3.R24 Document: PCE/CE F.A. No: n/a Funding: � State ❑ Federal .F'ederal (USACE) Permit Required? � Yes ❑ No Permit Ty�e: Nationwide Project Description:Low i�ripacl bridge replace�rtent of Bridge No. 25 over Midway BranchiRiver Swamp on SRI S00 (Midway Rd. SE) in Brunswick County, North Carolina. The structure will be replaced in- place utiliaing an off-site detour dztring conslruction activities. Minor ditch-line impacts are scheduled to occur. The archaeological APE for the project measures I SOft in width (75ft laterally from each side of the SR1006 center-line) and 600ft in length (300ft from each brid�e end point). SUMMARY OF CULTURAL RESOURCES 12EVIEW Brie_f'descri�tion of review activities, results of review, and conclusions: A map review and site file search was conducted at the Office of State Archaeology (OSA) on Thursday, September 1, 2011. This work disclosed the location of no previously recorded archaeological sites situated within the project's APE ar directly adjacent to the APE. In addition, no existing National Register of �-iistoric 1'laces (l�1RH.P}, State Study Listed (SL), Locally Designated {LD), Dete�rnined Eligible {DE), or Surveyed Site {SS} properties are within or proximal to the defined APE. Topographic maps, histocic maps (NC Maps website), NRCS soil suz-vey maps (Mk, GoA, Fo), archaeologicaUhistorical reference materials and aerial photographs, and the Google street view map application were utilized/inspected by the cultural resource specialist to evaluate factors that may have contributed to historic or prehistoric settlement within the project area; and to assess the level of modern, residential, agricultural, hydrolc�gical or erosive distucbances that may have itxapacted any potential resources contained within the project construction footprint_ Brief Explcination of why the available information provides a reliable basis.for reasonablypredicting that there are no unidentified historic properties in Ihe APE.• USDA soil sucvey maps indicate that (Mk) Muckalee loam, a frequently flooded, nearly level, and poorly drained sail characterizes die Midway Branch floodplain, and maderately well-drained (GoA) Goldsboro �ne sandy loam Q% to 2% slopes and (Fo) Foreston (oainy fne sand constitute the remainu�g underl�ing APE soils mapped near the southern and northern project baundaries. The Google street view map applicatian con�rmed disturbances associated with the existing artificially uptrended right-of-way corz�idor and ditch-lines wliich subsume a large proportion of the project APE. The application also revealed that all of the ground surfaces south of the bridge location were, in fact, hydric, and those well- drained GoA soils near the northern APE limits e�ibited some level of residential disturbance. As such, any potential for significant artifact recovery would lay in tJ�ose upland areas near the northern project limits beyand the constniction footprint. A review of historic era Brunswick County maps returned no so(id eveidence for significant historic structures or features within the APE. The disturbed and uptrended nature of the maintained SR1500 right-ot�way, the largeiy hydric and frequently flooded soils contained within the APE, and the diminutive and restricted character of this "No Sarrvey Required" jorm Jor Minor Tronsporlotion prnjecrs os Ouolifred in !he 1007 Yrngrommoric Agreemen�. NCDOT Archoevfoq,y & t/ismric Archirecture Groups state-funded construction effort make it highly unUkely that a��y significa��t cultural resources or archaeological sites would be present within the APE as currently deizned. No further archaeolo�ical work is advocated for the Bridge No. 25 (Bruz�swick County) replacement project. SUPPORT DOCUMENTATION See attached: � Map(s) � Previous Svrvey Info ❑ Pk�otos ❑Correspondence ❑ ]'hotocopy of County Survey Notes FINDING BY NCDOT CULTiTRAL RESOURCES PROFESSIONAL NO SURVEY REQUTRED �� NCD4T Cultural Resources Specialist "No Survey Required " forn� for Minor Transpnrlo�ion Projects as Quolifred in the 2007 Progrornmatic Agreenrenr. NCl�OT qrchaeolo� & Historrc ,4rchirecrure Groups ��/ Date