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Home My WebLink About20210861 Ver 1_ePCN Application_20210423DWR Division of Water Resources Initial Review Pre -Construction Notification (PCN) Form October 26, 2020 Ver 3.3 Has this project met the requirements for acceptance in to the review process?* 6 Yes ✓ No Is this project a public transportation project?* CYes r No Change only 1 needed. BIMS # Assigned* Version#* 20210861 1 Is a payment required for this project?* 6 No payment required ✓ Fee received ✓ Fee needed - send electronic notification Select Project Reviewer* Holley Snider:eads\hasnider Information for Initial Review la. Name of project: COURTESY COPY - Alligator FARP Bridge la. Who is the Primary Contact?* Jessi Baker lb. Primary Contact Email:* jessi.baker@usmc.mil Date Submitted 4/23/2021 Nearest Body of Water Southwest Creek Basin White Oak Water Classification C;NSW Site Coordinates Latitude: 34.702410 A. Processing Information Reviewing Office * Wilmington Regional Office - (910) 796-7215 lc. Primary Contact Phone:* (910)451-4542 Longitude: -77.461182 County (or Counties) where the project is located: Onslow Is this a NCDMS Project ✓ Yes G No Is this project a public transportation project?* ✓ Yes 0- No la. Type(s) of approval sought from the Corps: I7 Section 404 Permit (wetlands, streams and waters, Clean Water Act) IJ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Has this PCN previously been submitted?* ✓ Yes a No 1b. What type(s) of permit(s) do you wish to seek authorization? I7 Nationwide Permit (NWP) r Regional General Permit (RGP) r Standard (IP) lc. Has the NWP or GP number been verified by the Corps? ✓ Yes ( No Nationwide Permit (NWP) Number: 03 - Maintenance NWP Numbers (for multiple NWPS): Id. Type(s) of approval sought from the DWR: r 401 Water Quality Certification - Regular I7 Non-404 Jurisdictional General Permit r Individual Permit le. Is this notification solely for the record because written approval is not required? For the record only for DWR 401 Certification: For the record only for Corps Permit: lf. Is this an after -the -fact permit application?* ✓ Yes a No ✓ 401 Water Quality Certification - Express ✓ Riparian Buffer Authorization lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? ✓ Yes ( No lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? ✓ Yes rNo Acceptance Letter Attachment 1h. Is the project located in any of NC's twenty coastal counties? a Yes r No 1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)? 6' Yes r No r Unknown 1j. Is the project located in a designated trout watershed? ✓ Yes r No B. Applicant Information Id. Who is applying for the permit? fJ Owner r Applicant (other than owner) le. Is there an Agent/Consultant for this project?* ✓ Yes ( No 2. Owner Information 2a. Name(s) on recorded deed: United States of America 2b. Deed book and page no.: Military 2c. Responsible party: c/o Neal Paul, Deputy Public Works Officer 2d.Address Street Address 1005 Michael Rd. Address Line 2 Dty Camp Lejeune Fbstal / Zip code 28547 State / Bovine / Ragion NC Country USA ( Yes r No ✓ Yes t No 2e. Telephone Number: (910)451-4542 2g. Email Address:* jessi.baker@usmc.mil 2f. Fax Number: C. Project Information and Prior Project History 1. Project Information 1b. Subdivision name: (if appropriate) lc. Nearest municipality/ town: Jacksonville 2. Project Identification 2a. Property Identification Number: 436000377695 2c. Project Address Street Address Address Line 2 city Fbstal / Zip Code 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Southwest Creek 3b. Water Resources Classification of nearest receiving water:* C;NSW 3c. What river basin(s) is your project located in?* White Oak 3d. Please provide the 12-digit HUC in which the project is located. 030203020205 4. Project Description and History 2b. Property size: 0.3 State/ Bovine/ Fbgion Country 4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:* The site is primarily a roadway and pedestrian bridge over Southwest Creek, with wetland and forested edges. The project vicinity is mostly forested with Camp Lejeune developed areas approximately 0.5 miles to the north. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* r Yes R No r Unknown 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) AlligatorFARP_Fig2_USGS.pdf 678.05KB 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) AlligatorFARP_Fig4_NRCS.pdf 1.54MB 4f. List the total estimated acreage of all existing wetlands on the property: 0.11 4g. List the total estimated linear feet of all existing streams on the property: 74 linear feet of perennial (Southwest Creek) 4h. Explain the purpose of the proposed project:* The purpose of the project is to stabilize the southwestern abutment of a pedestrian bridge over Southwest Creek. Scour due to Hurricane Florence has make the bridge unsafe and is threatening the western abutment. This project is intended to prevent further scour and protect the bridge structure. 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* The project proposes to stabilize the bridge by leaving the structure in place and installing rip rap around the western abutment. The top boards of the bridge were replaced in 2020, without work in waters of the US. Rip rap would be used to stabilize the western bank of Southwest Creek in order to prevent the western abutment from being compromised. This would be accomplished by filling the existing scour area and returning the bed of Southwest Creek to its original elevation. Rip rap stabilization would be keyed into the bank of Southwest Creek below the mean low water elevation and avoid adjacent wetland areas. Sediment and erosion control measures would be implemented according to NC requirements. Jurisdictional areas adjacent to construction areas would be clearly marked with protection fencing or other similar method to avoid inadvertent encroachment. Copies of permits and impact areas would be provided to the prime contractor and all subcontractors working in or near jurisdictional areas. Land clearing would take place along with installation of erosion control devices. Construction would be accomplished using typical equipment such as backhoes and dump trucks. Additional equipment may be used as required. 4j. Please upload project drawings for the proposed project. Bridge S879 - Alligator FARP - Plans (4-1-21).pdf FARP_permit_combined 3312021.pdf 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* G' Yes 4.04MB 1.92 MB r Na r Unknown Comments: PJD application is attached. Delineation concurrence via permit approval is adequate for this project if preferred to PJD issuance.. 5b. If the Corps made a jurisdictional determination, what type of determination was made? * r Preliminary r Approved c Not Verified r Unknown r N/A Corps AID Number: 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: Preston Butler / Matthew Harrell Carolina Ecosystems, Inc. 5d1. Jurisdictional determination upload AlligatorFARP_PJD_Draft.pdf 3.23MB 6. Future Project Plans 6a. Is this a phased project?* r Yes C• No Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? As mentioned above, work to repair the bridge superstructure was performed in 2020 above the water. No additional work is anticipated to stabilize the structure. D. Proposed Impacts Inventory 1. Impacts Summary la. Where are the impacts associated with your project? (check all that apply): In Wetlands r Streams -tributaries IV Open Waters r Pond Construction 4. Open Water Impacts ❑ Buffers 4a. Site # 4a1. Impact Reason 4b. Impact type 4c. Name of waterbody 4d. Activity type 4e. Waterbodytype 4f. Impact area 01 Rip Rap Fill P Southwest Creek Stabilization Tributary 0.02 01 Construction Access T Southwest Creek Other Tributary 0.01 4g. Total temporary open water Impacts: 0.01 4g. Total open water impacts: 0.03 4g. Total permanent open water impacts: 0.02 4h. Comments: The 0.02 acre impact is proposed as permanent with no loss of Waters of the US, as the fill will bring the bed of Southwest Creek back to prior elevations by filling the scoured area (see attached plans and profile). E. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: Stabilization is being limited to the western abutment, and only the minimum required amount will be installed. The footprint of the scour measures has been adjusted to match the mean low water and avoid adjacent wetlands. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: The abutment of the structure will not be altered and the rip rap stabilization will be keyed into the bank. A floating turbidity curtain will be installed during construction to minimize sedimentation in the stream and maintain water quality. Rip rap shall be placed and not dumped to prevent sedimentation and damage to the existing bridge piles. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ✓ Yes 6 No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: Wetland impacts are not proposed for this project. The permanent impacts to Southwest Creek will not result in a loss of Waters of the US. F. Stormwater Management and Diffuse Flow Plan (required by DWR) ( ) 1. Diffuse Flow Plan la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? ✓ Yes G No If no, explain why: The White Oak watershed is not subject to any NC Riparian Buffer Protection Rules 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* ✓ Yes F No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? a Yes r No Comments: The project stabilizes existing bank to protect the western abutment of the bridge over Southwest Creek, and does not result in an increase in impervious surfaces. G. Supplementary Information 1. Environmental Documentation la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* 6 Yes rNo 1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPAUSEPA)?* ✓ Yes a No Comments:* The project qualifies for a Categorical Exclusion under the US Department of Defense NEPA procedures. 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)? * ✓ Yes ( No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* ✓ Yes ( No 3b. If you answered "no," provide a short narrative description. The project stabilizes existing infrastructure. The bridge will not increase traffic or lead to additional development in the area as it is located on a military base and used for access and training purposes. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* C Yes a No r N/A 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* 6 Yes rNo 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* 6 Yes rNo 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. Is another Federal agency involved?* G Yes What Federal Agency is involved? US Department of Defense 5e. Is this a DOT project located within Division's 1-8? C Yes G No f No C Unknown 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? C Yes G No 5g. Does this project involve bridge maintenance or removal? G Yes C No 5g(1). If yes, have you inspected the bridge for signs of bat use such as staining, guano, bats, etc.? ( Yes C No If you answered "Yes" to 5g(1), did you discover any signs of bat use? r Yes ( No r Unknown 5h. Does this project involve the construction/installation of a wind turbine(s)?* C Yes ( No 5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? C Yes ( No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS IPAC online mapper. Accessed 01/21/21 . NCNHP Data Explorer online mapper. Accessed 01/21/21. NHP Project Report is attached. A Tier 1 search of the NC Natural Heritage Data Explorer found one record of a federally protected species on or near the site. There is an EO (EO ID 14044) of American alligator (Alligator mississippiensis) located within the project study area. However, species listed as threatened due to similarity of appearance do not require Section 7 consultation with the United States Fish and Wildlife Service. The contractor will be notified of this occurrence and visual observation of the work area will be performed to ensure no alligators are present during construction. Consultation Documentation Upload project_report_alligator_farp_bridge_28407_28407.pdf 2.62MB 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* ( Yes C No Are there submerged aquatic vegetation (SAV) around the project vicinity?* C Yes ( No r Unknown 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* http://whwhabitat.noaa.gov/protection/efh/habitatmapperhtml Essential Fish Habitat consists of Bluefish and Summer Flounder habitat. There will be negligible effects to water quality due to limited impact of the project and the installation of a turbidity curtain. Therefore, there will be no effect to these species. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?* CYes (7 No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* HPOWEB Map Service http://gis.ncdcr.gov/hpoweb/. National Register of Historic Places http://wvwN.nps.gov/nr/research/ 7c. Historic or Prehistoric Information Upload 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain?* 6' Yes r No 8b. If yes, explain how project meets FEMA requirements: This project involves only stabilization and does not require a no -rise certification or other FEMA approval. 8c. What source(s) did you use to make the floodplain determination?* Onslow County FEMA GIS floodplain mapping, North Carolina Floodplain Mapping Program http://www.ncfloodmaps.com1 Miscellaneous Comments Please note that the "Non-404 Jurisdictional General Permit" box was checked due to this being a non -notification courtesy copy for NCDWR, and any other box resulted in the Pre - Filing Request being implemented. Since the project does not require notification, a Pre -Filing Request is not necessary. We are not requesting a Non-404 GP and not claiming that any non-404 jurisdictional areas are present on the project site. M iscellaneous attachments not previously requested. Signature FI By checking the box and signing below, I certify that: • The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and • The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name: Neal Paul Signature &`7teafc),fia Date 4/23/2021 OV�c1AROLINA ECOSYSTEMS May 2020 N Feet 0 100 200 Study Area Jacksonville South (2016) US Geological Survey 1:24000 Quadrangle Map Alligator FARP Onslow County, NC Figure 2: USGS Map +.-AF Oi. INA ECOSYSTEMS NRCS Onslow County Soil Survey Sheet 35 DocuSign Envelope ID: 61534447-D42E-4F84-B66C-BC94E733DB9C TitleShtodgn L 0 0 rn 00 3ridge\Bridge n- J 3eplacement\Structures\Alligator m 0 0 0 0 0 J 0 U CV Cal / O0061 HMO O C\l C\1 C\J CalCL HICKS RUN RO BRIDG STC ' 20 GREATER Mel RUN M A HOLLY RIDGE JACKSON 1U. NEW RIVER AR STATION WEANS HIGH MATER +1.00 WEANS SEA LEVEL 0.00 MANS LOW WATER IE 110 HIM M IER +1-10 WEANS SEA LEVEL IWO IMAM LOW MOI70! +0.36 LOC ,TION MAP - U. k.1, TARAWA IOMUCL HAd10T PO T , 2t AREA WEMEAY PAPX LANDFILL ROICC OFFICE BLDG 1005 WEANS I♦tO I MITER +1.00 IEAHS SEA LEVEL 0.00 MEANS LOW WAITER -1 .E0 FRENCH CREEK BOARD?! PIT c PINE CORPS B ASE, CAMP LEJEUNE, N.C. 0 VICIN TY MAP CAMP LEJEUNE, N.C. DRAWING INDEX SHEET NO. TITLE 1 TITLE SHEET SCM-1 SCOUR COUNTERMEASURES STR-1 BENT 2 REPAIR PLANS EC-1 THRU EC-4 EROSION CONTROL PLANS U. S. MARINE CORPS BASE CAMP LEJE UNE, NC Lv Id (1), 015 (1) ALLI US17 l59 (1) MCAS NEW RIVER ALLIGATOR FARP BRIDGE S879 HICKS RUN ROAD BRIDGE STC1220 SITE LOC ATION MAP - U.S. MARINE CORPS E ; ,SE, C AMP LEJE1_Jr. N STRUCTURAL ENGINEER .' SEAL •.v _ 026891 c---.4/5/2021 eegg, TF NED.�. Css**% . Ecia.DocuSfgrictl by T9,�� — FWi�»Ffl]�F��fi9 HYDRAULICS ENGINEER SEAL y.4/59207161 ***4 /PE R � S \0N®®'°�OQ ,--oocus,9neaer AaitkliA WETHERILL ENGINEERING 1223 Jones Franklin Rd. Raleigh, N.C. 27606 License No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION EDWARD G, WETHERILL, PE PROJECT ENGINEER JOHN T. DIFFEE III, PE PROJECT DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED J DocuSign Envelope ID:61534447-D42E-4F84-666C-BC94E733DB9C Go Go Go Go 11 • Go \o a) 00 Go 00 0 Go 0 U 00 a) 0 10 • a) CC BeBeune Br Bae • 10 ■ BL-103 BRIDGE I 1 I / 1 I / / / /,/ ...-- .2 / G/ '%�//:v:,..... 1 \ A \ V \ AV1 v \ 1 A \ \ ' A A \ vvv 1 \� //v v %'�4 6' — \V AA\v,%4- , A , /VA\,� A A V/ .S '� /6 A \ 1 i�/�i� AAA \ \ \ V6'i�.-74 4 A � • , 4\ i / i VA V \ V A VA \\ / LANS ////v SEE SHEET STR-I FOR REPAIR P FOR BENT 2 1 i i A VAV A V A\\ 4\ V IV A \ �� A VA V A A VA VA A I� p �Ovv vvv \ vv vv yvv v \ vvv v //// v vv T T; vv vv v v v �/////vv/vv�v�vv• vvv/\N �\ / ///�/� / / / \\ \ /��. A\\\\\\\\\ \\• \\\\\.\\\\\\\\\\\ CO\TROL Point \orth East Elevation Description Station 101 350450.0180 2462696.8470 3.1860 BL-101 5+00.00 -EL- 102 350323.0470 2462583.5210 4.9270 BL-102 6+70.19 -BL- 103 350142.1750 2462415.7310 4.3270 BL-103 9+16.90 -BL- 104 350052.2050 2462336.0610 3.6380 BL-104 10+37.08 -BL- K \FOR i t i i i i i i i i i i i t i i i i l l l% l l l l l l l k l 1087 ELEVATION = 3.98 N 350356 E 2462527 BL STATION 6+85.00 64 RIGHT BB1 BENCHTIE IN 24' PINE n 1A 11 AI II l 1 A A \ 1 1 1 1 1 1 1 1 1 1 1 1 1% 1 1 1 1 1 1 1% l l l l l l l l k l 1195 ELEVATION = 4.69 N 350087 E 2462360 BL STATION 8+95.00 5 RIGHT 81\12 BENCHTIE IN 8' HARDWOOD ESTIVATE3 QUANTITIES FLOATING TURBIDITY CURTAIN 155 SQ. YDS. CLASS 11 RIP -RAP 133 TONS GEOTEXTILE 0 S0. YDS. WETHER ILL ENGINEERING I L1.i Jones rranklln Kd. Raleigh, N.C. 27606 Liscense No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 • TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION PROJECT REFERENCE NO. CN: N40085 -/9 -0/59 SHEET NO. SCM -1 R'W SHEET NO. DESIGN ENGINEER SppE A L c--'•ndfi �y2' • FNGINEVY' . ..D'FF /��°uunnuxonnnnnnonoa �a��"°oo�c DocuSignetl by: HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED II �� N I .� o / �, flil/1/,il/l�l/ / ///// // / ///if/// / /// // ///i/ // j //f // /� /� / r / 1/ //'�� / / / ' / / / / �/ A / / I / / / A VA\ \\ \A \ \l� �ll0�� \ VA V V AA A� VA\ VAAVAA\ A�� / \ VA V \ A \ ��/�/. A vv v v vv V ��, v \ VA A VA V A N /N�//I/ �� A vv 7 v vv A \ V \ vA VA l 1 1 �� / \\\\ VA \A A \/xTxxN.,��'/\ vv v v vv v \ v \ VvA V. 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( ► 1 II � 0 /1111I ti,/ / i // I ► 1 1 I b 1— I 1 1 I V 1 I 11 I I A� x////. , / i 1 i 1 i �� ////. 1 // / i_ 11 11 1 77 1 v 1v v,' v / I 1 I 1 vAV11v�� /i//// 1// / 111 ��i \ / /I / 1 BRIDGE 1 v / 1 1 1 `�� A / N\ .\ 4 V A , .� ', // ' �.' / 1 / _- 1 /, �L� \ \ \i / A �/, 1 II 1 I y v v v / v v v , / `V V v v // / A` v v vv \\ /; 1, / I I vvvv �\ / \ I i 11I 1 I i / / I1 //.y. / `v�vvv 1 1 / / i/ `v vv \\\ \\\\ ' / A �� v / / i v \\ l .L 1 i1 1 1 ► I k v > i -. j v .i / / - v / i -, �� II q ', / ` �'�,� �' -�/ V /�� v 1v/ .�7 1,, / ,� /1 1; -/-, 1 \ v I` v I / 1 �N / 1 1 ;/1/�////// / .' w =.' �' o / / / -/ / / /, / / ,,,-/„ / / /,2 / , , , - /,/ / o / / / • 7 • / / v v /' / / .' ��'� . / ' / v v NOTES: / vh, , / / ./ / �/��6 7-/ ,/ /' v 1. RIP -RAP SHALL BE PLACED AND NOT DUMPED TO PREVENT DAMAGE TO EXISTING o' �' / , / / / / / // 7-,/7 7�'/ BRIDGE PILES. / / / / / 7 7 7// / / / / 2. CONTRACTOR SHALL USE CARE WHEN PLACING RIP -RAP AROUND PILES TO PREVENT DAMAGING / ///� // / /./ / '�'/ /// , - - // PILES. RIP -RAP SHALL BE PLACED UNIFORMLY AROUND PILES IN LIFTS NOT TO EXCEED 2 FEET. / / � - DO NOT ALLOW RIP -RAP TO STACK UNEVENLY AGAINST ONE SIDE OF A PILE. / / / / 7 i 7,7 , \ 4 !^_C I' TCVT11 C IC 1..Il1T DCl1I IIDCII Ci D DCI P\\A/ \A/ATCD CI IDCA/^C IAICTAI 1 ATIP\AI was _ vvvv�� v v / vv v �v \ vvv / vvv vvvvv �v v v vv / v v SCOUR COUNTERMEASURE PLAN 4. REMOVE DEBRIS WHEN POSSIBLE PRIOR TO PLACING THE RIP -RAP. 5. QUANTITIES FOR RIP -RAP ARE APPROXIMATE, AND BASED OFF OF THE BEST INFORMAITON AVAILABLE. 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SCALE 1" = 10' VERT. SCALE 1" = 10' EXIST. GROUND BERM EL. 4.0 CL II RIP -RAP GEOTEXTILE (TYP.) Go 00 TYPICAL SECTION AT APPROACH (STA. 10+ 15 TO 10+25) ,A REVISION #I:REMOVED RIP RAP ON APPROACH EMBANKMENTS TO AVOID WETLAND IMPACTS BY JTD, CK. BY TKK, 2-8-21 PREVISION #2oWETLAND BOUNTY TIES TO EDGE OF WATER, AND EDGE OF WATER BYo JTD, CK. BY o TKK, 3-30-21 CL II RIP -RAP 0 \_,• v L �anrn�r _' _ awn r 47--1 \ \T/ 1 \/ \/ / / / 1 , /, / / 1 , // \o 0� 0� 1 1 1 1 11 L. 1 1, 1 L. 1 VARIES - SEE PLAN TYPICAL SECTION AT BENT EXIST. GROUND (STA. 10+25 TO 10+59±) 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 DocuSign Envelope ID:61534447-D42E-4F84-666C-BC94E733DB9C 0- 0- CO Y�Y ETHERILL ENGINEERING 1223 Jones Franklin Rd. Raleigh, N.C. 27606 Liscense No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 PROJECT REFERENCE NO. SHEET NO. CN: N40085 -/9 -0/59 STR-/ R'W SHEET NO. REATTACH TIMBER UTILITY BRACES TO TIMBER PILE. NEW 12" 0 TIMBER PILE SECTION (TREATED AWPA UC5B) SEE "DETAIL A" EXISTING 12" 0 TIMBER PILE CL II RIP -RAP -44 3 C)0 00 VARIES - SEE PLAN NEW 12" 0 TIMBER PILE SECTION ) (TREATED AWPA UC5B) SEE "DETAIL A" EXISTING 12" 0 TIMBER PILE 0 0 EXIST. GROUND / SECTION VIEW BENT 2 REPAIR PLAN i TRANSPORTATION PLANNING/DESIGN — BRIDGE/STRUCTURE DESIGN CIVIL/SITE DESIGN — G/S/GPS — CONSTRUCTION OBSERVATION C PILE AND PILE COUPLER NEW 12" 0 TIMBER PILE SECTION (TREATED AWPA UC5B) 7/8" 0 BOLTS (HOT DIPPED GALVANIZED) GRADE 307A W/ A563 HEX NUTS & F844 WASHERS (TYP.) EXISTING 12" 0 TIMBER PILE STRUCTURAL ENGINEER ,,,,,,,,,,,,YIIIY,,,,,,1 C. SEAL 026891 - 4/5/2021 ... �` ti . ALINE - �. >bsBoe T -.. p .•F F s CDocuSignecl by: eti.., 7 94. M FW,F ITIF -4fi9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED * 14" 0 SCH 40 STEEL PIPE COUPLER (HOT DIPPED GALVANIZED) DETAIL A * 14"0 PIPE COUPLER SIZE BASED ON EXISTING PILE DIA. OF 12", CONTRACTOR TO VERIFY TIMBER PILE DIAMETER PRIOR TO ORDERING. ADJUST COUPLER SIZE AS REQUIRED FOR EXISTING PILE DIAMETER. NOTES. SHIM ALL PILES TO BEAR FULLY BETWEEN CAP AND PILE. (STA. 10+35 ±) DRAWN BY e D. HODGE DATE • 1/21 CHECKED BY e J. DIFFEE DATE • 1/21 PLANS ARE BASED ON THE BEST INFORMATION AVAILABLE. CONTACT ENGINEER IF DISCREPANCIES ARE FOUND DURING CONSTRUCTION. DocuSign Envelope ID: 61534447-D42E-4F84-B66C-BC94E733DB9C trr trr 6 6 trr trr trr trr trr � " E9 EPr ▪ E9 E9yE9 E9 EPr E9 wt)w HEf0 cn ER Z >- Q: cnE9W E9 E9U7 E9E9D E9EAE9 E9EPrEPr E9 EPr EPr • f9 EPr EPr J w w US17 MCAS NEW RIVER ALLIGATOR FARP BRIDGE S879 HICKS RUN ROAD BRIDGE STC1220 4- r. 6L? SITE LOCATION MAP - U.S. MARINE CORPS BASE, C AMP LEJEUNE, N.0 . VICINITY MAP - CAMP LEJEUNE, N.C. PLAN FOI.'; PROPOSED HIGHWAY EROSION CONTROL U. S. MARINE CORPS BASE CAMP LEJE UNE, NC L 4 I v t' -'015 S I (1) j^1 15 (1) • BL -104 BM"2 - i -WLB= .00 I "-flu • ♦• • �s GRUEL BL 3' -I-~ BRIDGE 111"11 BL-102 GRUEL _--�TTT ,*. r ...... ed, METAL - BARRICADE ♦ ■ BL-101 4 i • STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N 3 C 0 CN:N400&S*0159 Be.' STATE PRO& NO. F. A. PRW. NO. DESCRIPTION EROSION AND SEDIMENT CONTROL MEASURES as 1630.03 1630.05 1605.01 1606.01 1622.01 1630.02 1633.01 De cripkion Temporary SAE Ditch Temporary Diversion Temporary SihE Fence Special Sediment Control Fence Temporary Lerms and Slope Drains Silt Basin Type Temporary I" ock Silk Check Type -A Temporary ck Si1E Check Type -A Matting and Polyacryhamide (PAM) 1633.02 Temporary I' ock Silt Check Type 1634.01 1634.02 1635.01 1635.02 1630.04 1630.06 1632.01 1632.02 1632.03 Wattle / Coir S T10 TD wiith 11 1F' i1ner Wattle Wattle / Coir Filter Wattle with Po1yacry➢amide (PAM) Temporary Rock Sediment Dam Type -A Temporary Rik Sediment Dam Type= ck Pipe Inlet Sediment Tr .i p Type -A ck Pipe Inlet Sediment Trap Type Stilling ILaSnn Special Stilling u asin it n ck Inlet Sediment Trap: Type A Type B Type C Skimmer asin Tiered Skimmer Infiltration Basin asin AD BD CQ dr.►- THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRUBBING PHASE OF CONSTRUCTION. ENVIRONMENTALLY SENSITIVE AREA(S) EXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. THIS PROJECT HAS BEEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. J GRAPHIC SCALE 50 25 0 50 100 PLANS 1 THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE APPLICABLE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1,2019 AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES. 1 r J r WETHERILL ENGINEERING 1223 Jones Franklin Rd. Raleigh, N.C. 27606 License No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION Designed by . HARMINDER SINGH 3519 NAME LEVEL HI CERTIFICATION NO. J Roadway Standard Drawings The following roadway english standards as appear in Unit - N. C. Department of Transportation - Raleigh, revison thereto are applicable to this project and by these plans. 1604.01 1605.01 1606.01 1607.01 1622.01 1630.01 1630.02 1630.03 1630.04 1630.05 1630.06 1631.01 Railroad Erosion Control Detail Temporary Silt Fence Special Sediment Control Fence Gravel Construction Entrance Temporary Berms and Slope Drains Riser Basin Silt Basin Type B Temporary Silt Ditch Stilling Basin Temporary Diversion Special Stilling Basin Matting Installation "Roadway Standard Drawings"- Roadway Design N. C., dated January 2018 and the latest reference hereby are considered a part of 1632.01 1632.02 1632.03 1633.01 1633.02 1634.01 1634.02 1635.01 1635.02 1640.01 1645.01 Rock Inlet Sediment Trap Type A Rock Inlet Sediment Trap Type B Rock Inlet Sediment Trap Type C Temporary Rock Silt Check Type A Temporary Rock Silt Check Type B Temporary Rock Sediment Dam Type A Temporary Rock Sediment Dam Type B Rock Pipe Inlet Sediment Trap Type A Rock Pipe Inlet Sediment Trap Type B Coir Fiber Baffle Temporary Stream Crossing 1 • DocuSign Envelope ID: 61534447-D42E-4F84-B66C-BC94E733DB9C 4 o cc Q cc 0 ent\Eros on Control EeJeune Bridge • • Si CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 4 10 0 —10 —20 SOIL & GRAVEL BE-103 FLOATING TURBIDITY CURTAIN BRIDGE SEE SHEET STR—I FOR REPAIR PLANS FOR BENT 2 Point \ortn yost y1evtion Descriction \tdtion 101 350450.0180 2462696.8470 3.1860 BC-101 5+00.00 —BL- 102 350323.0470 2462583.5210 4.9270 BC-102 6+70.19 —BL- 103 350142.1750 2462415.7310 4.3270 BC-103 8+16.90 —BL- 104 350052.2050 2462336.0610 3.6380 BC-104 10+37.08 —BL- 1097 ELEVATION = 3.98 N 350356 E 2462527 BC STATION 685.00 64 RIGHT BMI BENCHTIE IN 24' PINE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 is l k l l l l l l 1195 ELEVATION = 4.68 N 350087 E 2462360 BC STATION 9-P5.00 S RIGHT BM2 BENCHTIE IN 8" HARDWOOD ISs MA,yD A. A\ cA BLOATING TURBIDITY CURTAIN 155 SO. YDS. CLASS 11 RIP —RAP [133 TONS GEOTEXTILE 0 SO. YDS. 0 9 � ETHERILL ENGINEERING 1223 Jones Franklin Rd. Raleigh, N.C. 27606 Liscense No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION PROJECT REFERENCE NO. CN: N40085 —/9 —0/59 SHEET NO. EC-2 R'W SHEET NO. DESIGN ENGINEER pAl� W111,1111111111, AP// Q�NE�• / SEAL D3c0c09.70200e_. ' j / / / ___ �� I T 1 r in I 0 , I in A BRIDGE 1 I -� \ \ N / �j / / ` t t NOTES: Sr 1. RIP -RAP SHALL BE PLACED AND NOT DUMPED TO PREVENT DAMAGE TO EXISTING BRIDGE PILES. 2. CONTRACTOR SHALL USE CARE WHEN PLACING RIP -RAP AROUND PILES TO PREVENT DAMAGING PILES. RIP -RAP SHALL BE PLACED UNIFORMLY AROUND PILES IN LIFTS NOT TO EXCEED 2 FEET. DO NOT ALLOW RIP -RAP TO STACK UNEVENLY AGAINST ONE SIDE OF A PILE. ? CCl1TCVT11 C IC 1...Ir1T DClll IID CI'l Cl1D QCI 11\A/ \A/A TCD CI IDCA!"C ILICTAI I ATIl11.1 ---- SCOUR COUNTERMEASURE PLAN ALLIGATOR TARP BRIDGE CAMP LCJUTBC MCBC 4. REMOVE DEBRIS WHEN POSSIBLE PRIOR TO PLACING THE RIP -RAP. 5. QUANTITIES FOR RIP -RAP ARE APPROXIMATE, AND BASED OFF OF THE BEST INFORMAITON AVAILABLE. M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ MMMMM MMMMM ■■■■■ MMMMM MMMMM ■■■■■ MMMMM MMMMM ■■■■■ MMMMM MMMMM ■■■■■ MMMMM MMMMM ■■■■■ MMMMM MMMMM ■■■■■ MMMMM MMMMM ■■■■■ MMMMM MMMMM ■■■■■ MMMMM MMMMM ■■■■■ MMMMM MMMMM ■■■■■ ■■■■■ MMMMM E■■E■ ■■■■■ MMMMM iiiii ■■■■■ MMMMM MMMMM ■■■■■ MMMMM MMMMM ■■■■■ MMMMM ■■■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■■ MMMMM MMMMM MMMMM ■■■■■ M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ MMMMMMMMMM MMMMMMMMMM ■■■■■■■■■■ MMMMMMMMMM MMMMMMMMMM ■■■■■■■■■■ MMMMM MMMMM ■■■■■ MMMMM MMMMM ■■■■■ MMMMMMMMMM MMMMMMMMMM ■■■■■■■■■■ MMMMMMMMMM MMMMMMMMMM ■■■■■■■■■■ MMMMMMMMMMMMMMMMMMMM MMMMM MMMMM MMMMM MMMMM ■■■■■■■■■■■■■■■■■■■■ MMMMMMMMMMMMMMMMMMMM MMMMri, EMEMMMMMMMM ■■■■UW_I MO■■■■■■■■■■■ ■■■■E fIL�'1!1'LJ ■■■■■ ■■■■■ MMMMMMMMM.\MMMMMMMMM ■■■■■■■■■■■ UUUUU■■■ ■■■■■■■■■■■OMMENE■■■ MMMMMMMMMMMMMMMMMMMMMMMMM MMMMM MMMMM MMMMM MMMMM MMMMM ■■■■■■■■■■■■■■■■■■■■■■■■■ MMMMMMMMMMMMMMMMMMMMMMMMM ■■■■■ ■■■P■ ■MWR MSERR HSREN ■■■■■ ■■■E■ ■iiNWE Ei■li N iiiiiM■■ ■■■■■■EMENNE■■■■■■■■■■■■■ MMMMMMMMENNUMl'IV■■ MMMMM�EMMM ■■■■■■I.E■■■■■■■ ■■■■I■■■■■ MMMMM ......MMM NEWANNMMMM 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■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■I■■■■■■■■■■■■■■■■.■n®r■■■■■■■gee■■■■■■■■ss■■■■■■■e■■■■■■■■■ee■■■■■■■ss■■■■■■ee■.i■■■■m.■■ale_s..i■■■■■■■ee■■■■■■■■■■■■■■■■■■■■■■■■■■■■o■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■rnn■.■emme■e■■■■■■■■mismo■■■■■■e■■■■■■■■ee■■■■■■■I■I■■■■■■■nn■■■■■■■momm.■■■ne■■■■■■■■nn■■■■■■■■■■■■■■■■■■I■I■■■■■■■■■le■■ 'MMMUNE= MMMMMMMM MEMENNEMEMENNENNEMENNEMENNEMENNIMENNEMENNEMENNEMENEMENNEMENNEMEMENEMEN SUMENEMENEMEMENEMEMOOMMENEMEMENEMENEMENEMEMENEMENEMEMENNEMEMENEMENEMEN ■E■■■■■■■■■■■■■■■■■■■■■■■■■■■Y■■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■■■■■■■■■■ SEMEN ■■■■■i NEME■ ■■■■■i M■■■■ ■■■■li Y■■■■ ■■■■■i 11■■■■ ■■■■ V1 ■■■■■ ■■■L!J ■■■■■ ■■■E■ ■■■■■■■■■EE■■■■■■■■EE■■■■■■■■■i■■■■■■■■■E■■■■■■■■E■■■■■■■■E■■■■■■■■■■■ MMMMMMMMMM MMMMMMMMMM MMMMM MMMMMMM ■■■■■■■■■■ MMMMMMMMMMMMMENNEMMMMMMMM MMMMMMMMMMMMMMM MM"MMMMMMMMMMMMMMMMMMMMMM MMMMMMMMMENEMMM ■■.■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■E■■■ 20 10 0 —10 —20 SOIL & GRAVEL II BE-102 HORZ. SCALE 1" = 10' VERT. SCALE 1" = 10' EXIST. GROUND BERM EL. 4.0 CL II RIP —RAP GEOTEXTILE (TYP.) TYPICAL SECTION AT APPROACH (STAa 10f 95 TO 10+25) REVISION #1:REMOVED RIP RAP ON APPROACH EMBANKMENTS TO AVOID WETLAND IMPACTS BY o JTDy CKo BY o TKK, 2-8-21 REVISION #2oWETLAND BOUNTY TIES TO EDGE OF WATER, AND EDGE OF WATER BY o JTDy CKo BY o TKK, 3-30-21 CL II RIP —RAP / / / /, /, 11 11 11 11 11 11 11 11 11 11 11 I I I I I, I 1, 1 I, 1 1- I VARIES — SEE PLAN TYPICAL SECTION AT BENT EXIST. GROUND (STA, 10+25 TO 10+59+) 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 DocuSign Envelope ID: 61534447-D42E-4F84-B66C-BC94E733DB9C 03 FERP\EE EFJRP ec 5.clgri 0 ro ent\Erosion Control a) Q a) EeJeune Bridge Place Matting for Erosion Control on Slopes Adjacent to Permitted Wetlands as Work Allows. 10 0 -10 -20 SOIL& GRAVEL MMMMM MMMMM FLOATING TURBIDITY CURTAIN BE-103 BRIDGE f1iaLEMLU=MBE MMMM.MENEM ■■■■■■ ••• ......E N.. o / ,- i/i� i /:\ \\ \\ \ \ -� . -. - -D' I �, ♦ v N N: / \♦ \\\s V A♦ \ �vvvv/Ov`v vv♦yv v r ,sv`vv v ♦vvv ,?/ N♦♦ `♦vvv / / vvv �� . v v v♦ /v v ♦ vvv v vvvv vv �S'. v v v v♦ vv v vvv♦ vvvvv 1 I X IS ♦♦ vvv / / / vvvv v�TT� .� v v♦♦vvv ♦♦vvv v 1 \ vv�� N� \ v v_vv v v v v♦v vvv♦ SEE SHEET STR-I FOR REPAIR PLANS FOR BENT 2 Point \ortn Post y1evtion Descriction \tdtion 101 350450.0180 2462696.8470 3.1860 BC-101 5+00.00 -BL- 102 350323.0470 2462583.5210 4.9270 BC-102 6+70.19 -BL- 103 350142.1750 2462415.7310 4.3270 BC-103 8+16.90 -BL- 104 350052.2050 2462336.0610 3.6380 BC-104 10+37.08 -BL- 1097 ELEVATION = 3.98 N 350356 E 2462527 BL STATION 685.00 64 RIGHT BHI BENCHTIE IN 24" PINE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i( l k l l l l l l 1195 ELEVATION = 4.68 N 350087 E 2462360 BL STATION 9-095.00 S RIGHT BH2 BENCHTIE IN 8" HARDWOOD -A MA, ED A. A\ ES BLOATING TURBIDITY CURTAIN 155 SO. YDS. CLASS 11 RIP -RAP 133 TONS GEOTEXTILE 0 SO. YDS. 0 9 � ETHERILL ENGINEERING 1223 Jones Franklin Rd. Raleigh, N.C. 27606 Liscense No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION PROJECT REFERENCE NO. CN: N40085 -/9 -0/59 SHEET NO. EC-3 R'W SHEET NO. DESIGN ENGINEER AU II I, II 11 II I I II IIII II OOP//// CA �ESs!a;;��i SEAL D3c0c09.70240e_. \ , / /// 1 ♦ ////i/ /////% / / ,, / / / \ \ "\ T \\\� \ \ \ \ \♦ \ \ \X\\ \\�\\ \ "\�\\\PS.' \ \ I l/i'\lvvl1Il �i iin \21VAVA•\l: i(//iii�/ i �ii� i ��i l� i 1�,� %�� vvI v mil //IN II Vsue �� / I 1 I 1 i1 �1 1111 /�// �/4 1,,'� vi jif 1 IN �\ � BRIDGE �♦ 1\V A .� /I/ / / 1 \ / iv I 4 / ♦. ♦ �v v v . A � V , ♦ v i v A �♦� , ♦ v \ i , v i / \ 1 i G., v � I v ♦\ \♦\\♦�\\ / v� \.♦ v 1 1 1 I ��,� �� ;� ',• , ,' ,',' /� / �'� -/• Sr� „ . / .' ��%� NOTES: 1. RIP -RAP SHALL BE PLACED AND NOT DUMPED TO PREVENT DAMAGE TO EXISTING , ,A , z , / / . �'� '. , , , ,, , , / ' ' BRIDGE PILES. / �. �/' -- - / ' ' ' '// 5' 2. CONTRACTOR SHALL USE CARE WHEN PLACING RIP -RAP AROUND PILES TO PREVENT DAMAGING PILES. RIP -RAP SHALL BE PLACED UNIFORMLY AROUND PILES IN LIFTS NOT TO EXCEED 2 FEET. DO NOT ALLOW RIP -RAP TO STACK UNEVENLY AGAINST ONE SIDE OF A PILE. ) / ,/ / / ,� �,� .�\ 4 CCl1TCVT11 C IC I.If\T DC/l1 IIDCfr Cl1D DCI 111A/ \A/ATCD CI IDC A!`C I1.ICTA I I ATIl1I.I ■■■E■ ■■,.. ■MM■■ FEMME 2CCCC GEG.REMEMM► EMCEE ■■■■■ ■■■■EITHEME mmmii ■■■■■ ■■■■.Eli E MEE= ■■■■■ ■■■■.CCi■■ S■■■■ ■■■■■ ■■■■■ET/EOM MENEM SEEMRemoEE■■C3 mum 11111MMIPMIN SEEM MEMMEIMMEME E......M.em= EOM MEM.h\■■■ ■■■■■EMCEE ■■■■■..ma■ ■■■■■MaEME ■■■M2EM■■■ ■MME■ME■■■ ■■■■■■■■■■■■■■MME= MMMIN4'.r1'9EMilM�"i�IWOMENEM ■■■EIJIIL' AMU■■■■■■■■■■ 'Lorrrrrr MMMMMMMM =KEE MEEK WEE v ♦ v v irrri irrri MEESE ER IE MEMMDi MMMMM ■■■■noa■nnMEMM .mownlim'wmL14LmI umm ■■► EREAMENB.■■E DEMMMMMMMMMMMMM \..ENSTA■■■■■■E ■■E.Rfi®f ■NMEEMM■N ■■■\i MEME•IMEMEN ■■■■M\MEMO \\■■N BROOM .®OMUMMEME■■■■■I m■■`n.mnli110■■■■■■■■M EMMEN WOMBilM.......m E■■■■■■\►ME®r\■■■■■EM E■■■■■■■ onIimmouMMGE■I MMMMM ■■■M= ■■M E ■ENEM MMMMMVA•MMM MEWL...... MMMii rrrrr ■■■■M MMMMM rrrrr E■■■■� M■■■■ ii.... E■■■■ EMMEN MENEM ■■■■N!SOMM■■■■MA ■■■■NMENEM■■MME u■■■■ mommo i rim... iu.... MMMMM MMMMMMENEM MMMMM 13ryW ■■■■■ ■■■■\■■■OE ■■■■■■OMEM MMMnnhwSE�YAM" .•.II IIBENIEaiL!5 I ■■■ENEME■■■■ NE■ EMMEN ■Ei'.. MMus ■.M.. MI MMMMM ■■■■■ SCOUR COUNTERMEASURE PLAN ALLIGATOR TARP BRIDGE - CAMP LCJUTBC MCBC SEMEN DEEM MIME lib MENEM 4. REMOVE DEBRIS WHEN POSSIBLE PRIOR TO PLACING THE RIP -RAP. 5. QUANTITIES FOR RIP -RAP ARE APPROXIMATE, AND BASED OFF OF THE BEST INFORMAITON AVAILABLE. ■..■■ ■u.. MMMMM MMMMM MMMMM 20 10 0 -10 -20 r-- 1 SOIL& GRAVEL 11 BE-102 HORZ. SCALE 1" = 10' VERT. SCALE 1" = 10' EXIST. GROUND BERM EL. 4.0 CL II RIP -RAP GEOTEXTILE (TYP.) TYPICAL SECTION AT APPROACH (STAa 90f 95 TO 10+25) REVISION JO:REMOVED RIP RAP ON APPROACH EMBANKMENTS TO AVOID WETLAND IMPACTS BYo JTDy CKo PA( o TKK, 2-8-21 REVISION #..WETLAND BOUNTY TIES TO EDGE OF WATER,AND EDGE OF WATER BY o JTDy CKo BY o TKK, 3-30-21 CL II RIP -RAP \ \' / / / , /, /, 1' \' 1' 1' \' \' 0 ,0 b, ,0 b 00'000Y 009° I I I I k1 VARIES - SEE PLAN EXIST. GROUND • • 22 CN o N N TYPICAL SECTION AT BENT (STA, 10+25 TO 10+59+) 10+00 10+20 10+40 10+60 10+80 11+00 11 + 20 11 +40 11+60 • LOCATION MAP — U.S. MARINE CORPS BASE, CAMP LEJEUNE, N.C. VICINITY MAP — CAMP LEJEUNE, N.C. U. S. MARINE CORPS BASE CAMP LEJEUNE, NC 19 O 59 ALLIGATO IRA CON AC I� D FA RI S879 NO. N4 G p IIn ° DGE IDLE OO85-19 0159 WETLAND AND SURFACE WATER IMPACTS PERMIT PERMIT DRAWING SHEET 1 OF 4 MCAS NEW RIVER ALLIGATOR FARP BRIDGE HICKS RUN ROAD BRIDGE STC1 220 SITE LOCATION MAP — U.S. MARINE CORPS BASE, CAMP LEJEUNE, N.C. INEERING ENGINEERING 1223 Jones Franklin Rd. Raleigh, N.C. 27606 License No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 TRANSPORTNION POWAN/0E5M - ORICOEISTRULTURE WWI cPI/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSEAYATrON PROJECT ENGINEER PROJECT DESIGN ENGINEER 2 C PERMIT DRAWING SHEET 2 OF 4 42 SOIL & GRAVEL 42 42 42 42 DENOTES IMPACTS IN SURFACE WATER (934 SQFT) DENOTES TEMPORARY IMPACTS IN SURFACE WATER (586 SQFT) SEE SHEET STR-I FOR REPAIR PLANS FOR BENT 2 CONTROL INFORMATION Point North East Elevation Description Station 101 350450.0180 2462696.8470 3.1860 BL-101 5+00.00 -BL 102 350323.0470 2462583.5210 4.9270 BL-102 6+70.19 -1313- 103 350142.1750 2462415.7310 4.3270 BL-103 9+16.90 -BL- 104 350052.2050 2462336.0610 3.6380 BL-104 10+37.08 -BL- BENCHMAR 1097 ELEVATION ` 3.98 N 350356 E 2462527 BL STATION S.85.00 64 RIGHT BMI BENCHTIE IN 24" PINE K INFORMATION 1195 ELEVATION ` 4.69 N 350087 E 2462360 BL STATION 9.95.00 5 RIGHT BM2 BENCHTIE IN 8 HARDWOOD ESTIMATED QUANTITIES FLOATING TURBIDITY CURTAIN 155 SO. YDS. CLASS IIRIP-RAP 133 TONS GEOTEX TILE 0 SO. YDS. BRIDGE ETHERILL ENGINEERING 1223 Janes Franklin Rd. Raleigh, N.C. 27606 Liscense No. F-0377 Bus: 919 851 8077 Fox: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDLE/STRUCTURE DE5/6N CNIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION PROJECT REFERENCE NO. SHEET NO. CN: N40085-19-0159 SCM-/ RN/ SHEET NO. NOTES: 1. RIP -RAP SHALL BE PLACED AND NOT DUMPED TO PREVENT DAMAGE TO EXISTING BRIDGE PILES. 2. CONTRACTOR SHALL USE CARE WHEN PLACING RIP -RAP AROUND PILES TO PREVENT DAMAGING PILES. RIP -RAP SHALL BE PLACED UNIFORMLY AROUND PILES IN LIFTS NOT TO EXCEED 2 FEET. DO NOT ALLOW RIP -RAP TO STACK UNEVENLY AGAINST ONE SIDE OF A PILE. 3. GEOTEXTILE IS NOT REQUIRED FOR BELOW WATER SURFACE INSTALLATION. 4. REMOVE DEBRIS WHEN POSSIBLE PRIOR TO PLACING THE RIP -RAP. 5. QUANTITIES FOR RIP -RAP ARE APPROXIMATE, AND BASED OFF OF THE BEST INFORMAITON AVAILABLE. SCOUR COUNTERMEASURE PLAN ALLIGATOR FARP BRIDGE -CAMP LEJUENE MCBC 22' 22' GRAPHIC SCALE KBAKB 42 42 Sr 42 1 42 _ 1 — _ _ METAL BARRICADE 42 SOIL Fe GRAVEL BL 102 HORZ. SCALE 1" = 10' VERT. SCALE 1" = 10' XIST GROUN BE RM 5 EXI aT NG B- DGE Er u LI u u L L LI '14 A J1 .:" RA PI f-Y 11— T 7 ME AN) -LI- -LI- P f RIOR LURE TG NCE HURRICANE 11 L 0 fr- U I I , [/1 - I v P u i F ILE u JM u CO 11 U JM U 1H L _LI U _LI U .V 21 20 10 0 — 10 — 20 BERM EL. 4.0 CL II RIP -RAP EXIST. GROUND GEOTEXTILE (TYP. TYPICAL SECTION AT APPROACH /STA. 10+ 15 TO 10+251 ..REVISION 41.REMOVED RIP RAP ON APPROACH EMBANKMENTS TO AVOID WETLAND IMPACTS BY: JTD, CK. BY: TKK, 2-8-21 m REVISION 422WETLAND BOUNTY TIES TO EDGE OF WATER, AND EDGE OF WATER BY: JTD, CK. BY: TKK, 3-30-21 CL II RIP -RAP II LJLJLJo LI L VARIES - SEE PLAN TYPICAL SECTION AT BENT EXIST. GROUND rsrA.10+25 r0 10+59,1 10+00 10+20 10+40 10+60 10+80 11 + 00 11+20 11+40 11 + 60 2 v PERMIT DRAWING SHEET 3 OF 4 42 V/ SOIL R GRAVEL 9 42 / 2 BRIDGE AL DENOTES IMPACTS IN SURFACE WATER (934 SQFT) DENOTES TEMPORARY IMPACTS IN SURFACE WATER (586 SQFT) SEE SHEET STP-1 A FOR REPAIR PLANS %////A \ \ 1\ FOR BENT 2 �/� D' A\ \ V\ I i— /// VA V A\: \‘ \. 1 A rf,:/ VA\AVAv A ) / ///%// \'�\\\Nv� ma's v yy �\\T\\vv\AAVvA I >// / \V AAAA V A A\ VAA I ��vvvvv vvvv vvvvv % � v\vvv\/,,.vvvvv vvvvvv vvv vvvvv i r ►' \V v\ vvvv vvvv vvv vvv vv dCC / A\\\\\VN"-AA` V�v v v vv vvvvv A l -pp4 vvv�v.vvv vv vvvvvv vvv ,/,/, ;oi vv 1. v /://// / / // // — I E. v A A V i A v �� ‘IIIIv vA/7/,/// X// 1/i VV A \ /� /i// / // �--iii./ / / �O tmi Al III I / // / i i / / ♦ /// / / / / / / j�j % / �� \ \ \ / / / / % / 42 ,\ , — - \ \ \ / j -/ AA, , \ VA V A A /i / CONTROL INFORMATION Point North East Elevation Description Station 101 350450.0180 2462696.8470 3.1860 BL-101 5+00.00 -BL 102 350323.0470 2462583.5210 4.9270 BL-102 6+70.19 -1218- 103 350142.1750 2462415.7310 4.3270 1218-103 9+16.90 -BL- 104 350052.2050 2462336.0610 3.6380 BL-104 10+37.08 -BL- BENCHMARK INFORMATION 1097 ELEVATION ` 3.99 N 350356 E 2462527 BL STATION 6+85.00 64 RIGHT BMI BENCHTIE IN 24" PINE 1195 ELEVATION ` 4.69 N 350087 E 2462360 BL STATION 9+95.00 5 RIGHT BM2 BENCHTIE IN 8 HARDWOOD ESTIMATED QUANTITIES FLOATING TURBIDITY CURTAIN 155 SO. YDS. CLASS II RIP -PAP 133 TONS GEOTEXTILE 0 SO. YDS. BRIDGE ETHERILL ENGINEERING 1223 Janes Franklin Rd. Raleigh, N.C. 27606 Liscense No. F-0377 Bus: 919 851 8077 Fox: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDLE/STRUCTURE DE5/6N CNIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION PROJECT REFERENCE NO. SHEET NO. CN: N40085-19-0159 SCM-/ RN/ SHEET NO. vs 45, 7V° NOTES: 1. RIP -RAP SHALL BE PLACED AND NOT DUMPED TO PREVENT DAMAGE TO EXISTING BRIDGE PILES. 2. CONTRACTOR SHALL USE CARE WHEN PLACING RIP -RAP AROUND PILES TO PREVENT DAMAGING PILES. RIP -RAP SHALL BE PLACED UNIFORMLY AROUND PILES IN LIFTS NOT TO EXCEED 2 FEET. DO NOT ALLOW RIP -RAP TO STACK UNEVENLY AGAINST ONE SIDE OF A PILE. 3. GEOTEXTILE IS NOT REQUIRED FOR BELOW WATER SURFACE INSTALLATION. 4. REMOVE DEBRIS WHEN POSSIBLE PRIOR TO PLACING THE RIP -RAP. 5. QUANTITIES FOR RIP -RAP ARE APPROXIMATE, AND BASED OFF OF THE BEST INFORMAITON AVAILABLE. SCOUR COUNTERMEASURE PLAN ALLIGATOR FARR BRIDGE -CAMP LEJUENE MCBC 22' 22' GRAPHIC SCALE 42 42 Sr) 1 II 42 — — — - METAL BARRICADE SOIL Fe GRAVEL BL 102 HORZ. SCALE 1" = 10' VERT. SCALE 1" = 10' XIS T GROUN BE RM 5 E KI ‘IT INC BRIDGE Er Er A J1 . 5:1 PA PI L u u L 1 LI I-Y 1+- IT l 129, oksv ME AN) 4 J-r P f RIOR LURE T4 NCE HURRICANE L 0 fr- U I I , 1 I v 11 P u i F ILE J-r u BM J-r u CD u U 1H 1/ �I U �I U .V IJ u 20 10 0 —10 —20 BERM EL. 4.0 CL II RIP -RAP EXIST. GROUND GEOTEXTILE ITYP. TYPICAL SECTION AT APPROACH 1ST A. 10+ 15 TO 10+251 .REVISION "1:REMOVED RIP RAP ON APPROACH EMBANKMENTS TO AVOID WETLAND IMPACTS BY: JTD, CK. BY: TKK, 2-8-21 BLREVISION 422WETLAND BOUNTY TIES TO EDGE OF WATER, AND EDGE OF WATER BY: JTD, CK. BY: TKK, 3-30-21 CL II RIP -RAP = = I IL \T/ rl —I TI I- TI 7,1 )4 11 IIII 110 III II \\ 1/ // II II II II II II LJLJLJLJo VARIES - SEE PLAN TYPICAL SECTION AT BENT EXIST. GROUND rsTA 10,25 TO 10+59,1 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11 + 60 Revised WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 RR under bridge 0.02 0.014 TOTALS*: *Rounded totals are sum of actual impacts 2013 10 24 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS CN: N40085-19-0159 ONSLOW COUNTY 3/31/2021 SHEET 4 OF 4 • ■■■ �� NC DEPARTMENT OF ■ ■m■■ NATURAL AND CULTURAL RESOURCES • ■■■ Brian Smith Carolina Ecosystems 3040 NC 42 W Clayton, NC 27520 RE: Alligator FARP Bridge Dear Brian Smith: Roy Cooper. Governor Susi Hamilton, Secretary Walter Clark, Director, Land and Water Stewardship January 21, 2021 NCNHDE-13774 The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information about natural heritage resources for the project referenced above. A query of the NCNHP database indicates that there are records for rare species, important natural communities, natural areas, and/or conservation/managed areas within the proposed project boundary. These results are presented in the attached `Documented Occurrences' tables and map. The attached `Potential Occurrences' table summarizes rare species and natural communities that have been documented within a one -mile radius of the property boundary. The proximity of these records suggests that these natural heritage elements may potentially be present in the project area if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile radius of the project area, if any, are also included in this report. If a Federally -listed species is documented within the project area or indicated within a one -mile radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here: https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37. Please note that natural heritage element data are maintained for the purposes of conservation planning, project review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions. Information provided by the NCNHP database may not be published without prior written notification to the NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP data may not be redistributed without permission. Also please note that the NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or an occurrence of a Federally -listed species is documented near the project area. If you have questions regarding the information provided in this letter or need additional assistance, please contact Rodney A. Butler at rodney.butler@ncdcr.gov or 919-707-8603. Sincerely, NC Natural Heritage Program DEPARTMENT OF NATURAL AND CULTURAL RESOURCES Q 121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER. RALEIGH. NC 27699 OFC 'M9.707.9120 • FAX 919.707.9121 Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area Alligator FARP Bridge January 21, 2021 NCNHDE-13774 Element Occurrences Documented Within Project Area EO ID Scientific Nam ommon Name Group Reptile 14044 1 Alligator mississippiensis Natural Areas Documented Within Project Area Na Camp Lejeune Southwest Creek American Alligator Las Observation Date 2017-12-29 Element Occurrence Rank E Accu racy 3-Medium Federal ' State Global Status Status Rank Threatened Threatened G5 Similar Appearance Representational Rating Collective Rating R1 (Exceptional) Managed Areas Documented Within Project Area Managed Area Name Owner Camp Lejeune US Department of Defense C3 (High) Owner Type Federal State Rank S3 NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve (DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project. Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on January 21, 2021; source: NCNHP, Q3 October 2020. Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database. Page 2 of 4 Taxonomic Group Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area Alligator FARP Bridge January 21, 2021 NCNHDE-13774 Element Occurrences Documented Within a One -mile Radius of the Project Area EO ID Scientific Name Common Name Last Element Accuracy servation Occurrence Date Rank JIL Federal State Global State Status .Ltatus Rank Rank 1 Freshwater Fish36873 Notropis chalybaeus Ironcolor Shiner Natural Community Natural Community Reptile 14212 Tidal Red Cedar Forest--- 16133 Tidal Swamp (Mixed Subtype) 14044 Alligator mississippiensis Vascular Plant 33052 Eleocharis fallax American Alligator 1964-06-04 1999-05-14 2013 2017-12-29 Creeping Spikerush 1996-05-29 Vascular Plant 23623 Eleocharis parvula Little -spike Spikerush 1996-05-29 Natural Areas Documented Within a One -mile Radius of the Project Area bite Name entational Rating Camp Lejeune Southwest Creek R1 (Exceptional) Managed Areas Documented Within a One -mile Radius of the Project Area Managed Arelame Camp Lejeune US Department of Defense H A A? E E E 3-Medium 4-Low 4-Low 3-Medium 4-Low 3-Medium Significantly G4 S2S3 Rare G1 S1 G1G2 S1S2 Threatened Threatened G5 S3 Similar Appearance Significantly G4G5 S1S2 Rare Throughout Significantly G5 S1 Rare Disjunct Collective Rating C3 (High) Owner Type Federal Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on January 21, 2021 Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database source NCNHP, Q3 October 2020. Page 3 of 4 January 21, 2021 0 Project Boundary Buffered Project Boundary NHP Natural Area (NHNA) Managed Area (MAREA) NCNHDE-13774: Alligator FARP Bridge 1:20,860 0 0.175 0.35 0 0.275 0.55 0.7 mi J 1.1 km Sources' Esri, HERE, Garmin,, Intermap, increment P Corp_. GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esn Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community Page 4 of 4