Loading...
HomeMy WebLinkAbout20200445 Ver 2_BR-0035 Nationwide Moore April 3 2020_20230124 Pre-Construction Notification (PCN) Form For Nationwide Permits and Regional General Permits (along with corresponding Water Quality Certifications) September 29, 2018 Ver 3 Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all mandatory questions are answered. Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right-click on the document and you can print a copy of the form. Below is a link to the online help file. https://edocs.deq.nc.gov/WaterResources/0/edoc/624704/PCN%20Help%20File%202018-1-30.pdf County (or Countie s) where the proje ct is locate d:* Is this project a public transportation project?* Is this a NCDOT Proje ct?* (NCDOT only) T.I.P. or state proje ct numbe r: WBS #* 1a. Type (s) of approv al sought from the Corps:* 1b. What type (s) of pe rmit(s) do you wish to se e k authorization?* This form may be used to initiate the standard/individual permit process with the Corps. Please contact your Corps representative concerning submittals for standard permits. All required items that are not provided in the E-PCN can be added to the miscellaneous upload area located at the bottom of this form. 1c. Has the NWP or GP numbe r be e n v e rifie d by the Corps?* Nationwide Pe rmit (NWP) Numbe r: NWP Numbe rs (for multiple NWPS): 1d. Type (s) of approv al sought from the DWR:* 1e . Is this notification sole ly for the re cord be cause writte n approv al is not re quire d? * For the re cord only for DWR 401 Ce rtification: For the re cord only for Corps Pe rmit: 1f. Is this an afte r-the -fact pe rmit application?* A. Processing Information Moore Yes No This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project. Yes No BR-0035 67035.1.1 (for NCDOT use only) Section 404 Permit (wetlands, streams and waters, Clean Water Act) Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Nationwide Permit (NWP) Regional General Permit (RGP) Standard (IP) Yes No 14 - Linear transportation List all NW numbers you are applying for not on the drop dow n list. check all that apply 401 Water Quality Certification - Regular 401 Water Quality Certification - Express Non-404 Jurisdictional General Permit Riparian Buffer Authorization Individual Permit Yes No Yes No Yes No 1g. Is payme nt into a mitigation bank or in-lie u fe e program propose d for mitigation of impacts? Acce ptance Le tte r Attachme nt 1h. Is the proje ct locate d in any of NC's twe nty coastal countie s?* 1j. Is the proje ct locate d in a de signate d trout wate rshe d?* Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx 1a. Who is the Primary Contact?* 1b. Primary Contact Email:* 1c. Primary Contact Phone :* 1d. Who is applying for the pe rmit?* 1e . Is the re an Age nt/Consultant for this proje ct?* 2. Owner Information 1a. Name of proje ct:* 1b. Subdivision name : 1c. Ne are st municipality / town:* If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No Click the upload button or drag and drop files here to attach document BR-0035 - RW - CF 04.pdf 64.82KB FILE TYPE MUST BE PDF Yes No Yes No B. Applicant Information NCDOT jldilday@ncdot.gov (xxx)xxx-xxxx (919)707-6111 Owner Applicant (other than owner) (Check all that apply) Yes No 2a. Name (s) on re corde d de e d:* 2b. De e d book and page no.: 2c. Re sponsible party: 2d. Addre ss * 2e . Te le phone Numbe r:* 2f. Fax Numbe r: 2g. Email Addre ss:* NCDOT (for Corporations) City Raleigh State / Province / Region NC Postal / Zip Code 27610 Country USA Street Address 1000 Birch Ridge Drive Address Line 2 (xxx)xxx-xxxx (919)707-6111 (xxx)xxx-xxxx pharris@ncdot.gov C. Project I nformation and Prior Project History 1. Project Information Replace Bridge No. 24 on NC 22 over Nicks Creek (BR-0035 Central) (if appropriate) Southern Pines 2. Project Identification 2a. Prope rty Identification Numbe r:2b. Prope rty size : 2c. Proje ct Addre ss 2d. Site coordinate s in de cimal de gre e s Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey-grade GPS device) after the decimal place as appropriate, based on how the location was determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.) Latitude :*Longitude :* 3. Surface Waters 3a. Name of the ne are st body of wate r to propose d proje ct:* 3b. Wate r Re source s Classification of ne are st re ce iv ing wate r:* Surface Water Lookup 3c. What riv e r basin(s) is your proje ct locate d in?* 3d. Ple ase prov ide the 12-digit HUC in which the proje ct is locate d.* River Basin Lookup 4. Project Description and History 4a. De scribe the e xisting conditions on the site and the ge ne ral land use in the v icinity of the proje ct at the time of this application:* 4b. Hav e Corps pe rmits or DWR ce rtifications be e n obtained for this project (including all prior phase s) in the past?* 4d. Attach an 8 1/2 X 11 e xce rpt from the most re ce nt v e rsion of the USGS topographic map indicating the location of the proje ct site . (for DWR) 4e . Attach an 8 1/2 X 11 e xce rpt from the most re ce nt v e rsion of the publishe d County NRCS Soil Surv e y map de picting the proje ct site . (for DWR) 4f. List the total e stimate d acre age of all e xisting we tlands on the prope rty: 4g. List the total e stimate d line ar fe e t of all e xisting stre ams on the prope rty: 4h. Explain the purpose of the propose d proje ct:* 4i. De scribe the ov e rall proje ct in de tail, including indirect impacts and the type of e quipme nt to be use d:* 4j. Ple ase upload proje ct drawings for the propose d proje ct. 5. Jurisdictional Determinations 5a. Hav e the we tlands or streams be e n de line ate d on the prope rty or propose d impact are as?* Comme nts: (tax PIN or parcel ID)(in acres) City State / Province / Region Postal / Zip Code Country Street Address Address Line 2 35.253501 ex: 34.208504 -79.412772 -77.796371 Nicks Creek WS-III Cape Fear 030300040301 Land use in the project vicinity consists primarily of forested communities, residential development and a community park with greenway. Yes No Unknown Click the upload button or drag and drop files here to attach document File type must be pdf Click the upload button or drag and drop files here to attach document File type must be pdf 0.25 (intermittent and perennial) 300 The purpose of this project is to replace a structurally deficient bridge. This project involves replacing the existing single span, 19-foot bridge with a three barrel culvert downstream of the existing structure. Traffic will be maintained on the existing bridge during construction. Standard road building equipment, such as trucks, dozers and cranes will be used. Click the upload button or drag and drop files here to attach document BR-0035_Hyd_prm_wet_Package03312020.pdf 10.52MB File type must be pdf Yes No Unknown 5b. If the Corps made a jurisdictional de te rmination, what type of de te rmination was made ?* Corps AID Numbe r: 5c. If 5a is ye s, who de line ate d the jurisdictional are as? Name (if known): Age ncy/Consultant Company: Othe r: 5d1. Jurisdictional de te rmination upload 6. Future Project Plans 6a. Is this a phase d proje ct?* Are any othe r NWP(s), re gional ge ne ral pe rmit(s), or indiv idual pe rmits(s) use d, or intende d to be use d, to authorize any part of the propose d project or re lated activ ity? This include s othe r se parate and distant crossing for line ar proje cts that re quire De partme nt of the Army authorization but don’t re quire pre -construction notification. 1. Impacts Summary 1a. Whe re are the impacts associate d with your proje ct? (che ck all that apply): 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. "W." will be use d in the table be low to re pre se nt the word "wetland". 2a. Site #*(?)2a1 Reason *(?)2b. Impact type *(?)2c. Type of W.*2d. W. name *2e . Fore ste d *2f. Type of Jurisdicition *(?) 2g. Impact are a * 2g. Total Te mporary We tland Impact 2g. Total Pe rmane nt We tland Impact 2g. Total We tland Impact 2h. Comme nts: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. "S." will be used in the table below to represent the word "stream". 3a. Reason for impact *(?)3b.Impact type *3c. Type of impact *3d. S. name *3e . Stre am Type * (?) 3f. Type of Jurisdiction * 3g. S. width *3h. Impact le ngth * Field visit with USACE conducted on 10/15/2019. Updated JD request package attached. Preliminary Approved Not Verified Unknown N/A Example: SAW-2017-99999 Jason Dilday NCDOT Click the upload button or drag and drop files here to attach document BR0035_JDpackage.pdf 16.71MB File type must be PDF Yes No D. Proposed Impacts Inventory Wetlands Streams-tributaries Buffers Open Waters Pond Construction Site 1 Fill P Headwater Forest WA No Corps 0.050 (acres) Site 2 Fill P Headwater Forest WB/WE Yes Corps 0.040 (acres) Site 2 Mech. Clearing P Headwater Forest WE Yes Corps 0.010 (acres) 0.000 0.100 0.100 Relocation of utilities will be directionally bored under wetlands resulting in no impact. Wetland WE was considered a total take, which would incur an additional 0.01 acre of impact. S1 S2 S3 ** All Perennial or Intermittent streams must be verified by DWR or delegated local government. 3i. Total jurisdictional ditch impact in square fe e t: 3i. Total pe rmane nt stre am impacts: 3i. Total te mporary stre am impacts: 3i. Total stre am and ditch impacts: 3j. Comme nts: 1. Avoidance and Minimization 1a. Spe cifically de scribe me asure s take n to av oid or minimize the propose d impacts in de signing the proje ct:* 1b. Spe cifically de scribe me asure s take n to av oid or minimize the propose d impacts through construction te chnique s:* 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Doe s the proje ct re quire Compe nsatory M itigation for impacts to Wate rs of the U.S. or Wate rs of the State ? 2c. If ye s, mitigation is re quire d by (che ck all that apply): 2d. If ye s, which mitigation option(s) will be use d for this proje ct? 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approv al le tte r from in-lie u fe e program is attache d. 4b. Stre am mitigation re que ste d: 4c. If using stre am mitigation, what is the stre am te mpe rature : NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website. 4d. Buffe r mitigation re que ste d (DWR only): 4e . Riparian we tland mitigation re que ste d: 4f. Non-riparian we tland mitigation re que ste d:4g. Coastal (tidal) we tland mitigation re que ste d: 4h. Comme nts *** Recent changes to the stormwater rules have required updates to this section .*** 1. Diffuse Flow Plan Site 3-Culvert Permanent Culvert Nicks Creek Perennial Both 20 Average (feet) 61 (linear feet) Site 3-Bank Stabilization Permanent Bank Stabilization Nicks Creek Perennial Both 20 Average (feet) 90 (linear feet) Site 3-Bank Stabilization Temporary Bank Stabilization Nicks Creek Perennial Both 20 Average (feet) 45 (linear feet) 0 151 45 196 Relocation of the water line on the project will be done by open cut at Nicks Creek, however the work will be done within the temporary impact area of the culvert installation resulting in no additional impact. E. Impact Justification and Mitigation The culvert will be designed to not have direct discharge into Nicks Creek. Sheetflow to be promoted to flow through grass shoulders. See stormwater management plan for additional minimization measures. 3:1 fill slopes will be used in wetlands. Traffic will be maintained on the existing bridge during construction of the replacement structure. Best Management Practices for Construction and Maintenance Activities will be adhered to during construction. Yes No DWR Corps Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation Yes No (linear feet) 0 (square feet) (acres) 0.11 (acres)(acres) F. Stormwater M anagement and Diffuse Flow Plan (required by DWR) 1a. Doe s the proje ct include or is it adjace nt to prote cte d riparian buffers ide ntifie d within one of the NC Riparian Buffe r Prote ction Rule s? For a list of options to meet the diffuse flow requirements, click here. If no, e xplain why: 2. Stormw ater Management Plan 2a. Is this a NCDOT proje ct subje ct to compliance with NCDOT’s Indiv idual NPDES pe rmit NCS000250?* Comme nts: 1. Environmental Documentation 1a. Doe s the proje ct inv olv e an e xpe nditure of public (fe de ral/state /local) funds or the use of public (fe de ral/state ) land?* 1b. If you answe re d “ye s” to the abov e , doe s the proje ct re quire pre paration of an e nv ironme ntal docume nt pursuant to the re quireme nts of the National or State (North Carolina) Env ironme ntal Policy Act (NEPA/SEPA)?* 1c. If you answe re d “ye s” to the abov e , has the docume nt re v ie w be e n finalize d by the State Cle aring House ? (If so, attach a copy of the NEPA or SEPA final approv al le tte r.)* Comme nts:* 2. Violations (DWR Requirement) 2a. Is the site in v iolation of DWR Wate r Quality Ce rtification Rule s (15A NCAC 2H .0500), Isolate d We tland Rule s (15A NCAC 2H .1300), or DWR Surface Wate r or We tland Standards or Riparian Buffe r Rule s (15A NCAC 2B .0200)?* 3. Cumulative Impacts (DWR Requirement) 3a. Will this proje ct (base d on past and re asonably anticipate d future impacts) re sult in additional de v e lopme nt, which could impact ne arby downstre am wate r quality?* 3b. If you answe re d “no,” prov ide a short narrativ e de scription. 4. Sewage Disposal (DWR Requirement) 4a. Is se wage disposal re quire d by DWR for this proje ct?* 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this proje ct occur in or ne ar an are a with fe de rally prote cte d spe cie s or habitat?* 5b. Hav e you che cke d with the USFWS conce rning Endange re d Spe cie s Act impacts?* 5c. If ye s, indicate the USFWS Fie ld Office you hav e contacte d. 5d. Is anothe r Fe de ral age ncy inv olv e d?* 5e . Is this a DOT proje ct locate d within Div ision's 1-8?* 5j. What data source s did you use to de te rmine whe the r your site would impact Endange re d Spe cie s or De signate d Critical Habitat?* Yes No Nicks Creek is not within a protected buffer basin for NCDWR. Yes No G. Supplementary Information Yes No Yes No Yes No The State Minimum Criteria Determination Checklist for this project was not required to be submitted to the State Clearing House. Yes No Yes No Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. Yes No N/A Yes No Yes No Raleigh Yes No Unknown Yes No Consultation Docume ntation Upload 6. Essential Fish Habitat (Corps Requirement) 6a. Will this proje ct occur in or ne ar an are a de signate d as an Esse ntial Fish Habitat?* 6b. What data source s did you use to de te rmine whe the r your site would impact an Esse ntial Fish Habitat?* 7. Historic or Prehistoric Cultural Resources (Corps Requirement) Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/ 7a. Will this proje ct occur in or ne ar an are a that the state , fe de ral or tribal gov e rnme nts hav e de signate d as hav ing historic or cultural pre se rv ation status (e .g., National Historic Trust de signation or prope rtie s significant in North Carolina history and archae ology)?* 7b. What data source s did you use to de te rmine whe the r your site would impact historic or arche ological re source s?* 7c. Historic or Pre historic Information Upload 8. Flood Zone Designation (Corps Requirement) Link to the FEM A Floodplain M aps: https://msc.fema.gov/portal/search 8a. Will this proje ct occur in a FEM A-designate d 100-ye ar floodplain?* 8b. If ye s, e xplain how proje ct me e ts FEM A require me nts: 8c. What source (s) did you use to make the floodplain de te rmination?* Comme nts M isce llane ous attachme nts not pre v iously re que ste d. * 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 :* Signature Date N.C. Natural Heritage Program database; USFWS-Raleigh Field Office website; biological surveys for protected species listed for Moore County, which include Cape Fear shiner, red-cockaded woodpecker, American chaffseed and Michaux's sumac. Biological conclusion for Cape Fear shiner and American chaffseed were "No Effect", due to no suitable habitat. Habitat for red-cockaded woodpecker and Michaux's sumac is available in the study area, however surveys for the species, conducted on August 28, 2018 revealed no occurrences within the vicinity of the study area. The biological conclusion for these species is "No Effect". The Northern long-eared bat will addressed through the PBO. Click the upload button or drag and drop files here to attach document File type must be PDF Yes No NMFS county index Yes No SEPA documentation Click the upload button or drag and drop files here to attach document File must be PDF Yes No NCDOT Hydraulics Unit coordination with FEMA FEMA floodplain maps M iscellaneous Click the upload button or drag and drop files here to attach document File must be PDF or KMZ Signature By checking the box and signing below, I certify that: Mack Christopher Rivenbark, III 4/3/2020 DW 35.253917 -79.41263 0.02 acre wetland Section 404 WE 35.253126 -79.412344 0.05 acre wetland Section 404 Copyright:© 2013 National Geographic Society, i-cubed, NC OneMap, NCCenter for Geographic Information and Analysis, NC 911 Board BR-0035 0 0.250.125 Miles Bridge 24 on NC 22 over Nicks Creek ¢Moore County Prepared by NCDOT Environmental Analysis Unit FIGURE 1Moore Vicinity Map N C - 2 2 S R -1 8 3 8 SR-1840 NS-97208 S R -1 8 4 1 SR-1911 S R - 1 8 9 7 S R -1 9 0 8 SR-1915 N S-9 7 0 3 4 SR-1936 SR-1941 NS-98200 N S -9 7 9 8 7 NS-97927 S R - 1 9 3 5 N S -9 9 1 9 8 NS-97210 SR-1948 NS-97058 SR-1949 NS-98232 SR-1950 S R -1 9 5 4 NS-99230 NS-97837 N S -9 7 9 8 9 S R - 1 9 0 7 NS-98007 NS-97040 N S - 9 8 0 1 9 N S - 9 8 5 9 1 N S -9 8 3 8 6 NS-98509 Copyright:© 2013 National Geographic Society, i-cubed BR-0035 0 0.50.25 Miles Bridge 24 on NC 22 over Nicks Creek ¢Moore County Moo re Leg en d Project Study Area Topographic Map Prepared by NCDOT Environmental Analysis Unit FIGURE 2 Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/AirbusDS, U SDA, USGS, AeroGRID, IGN, and the GIS User Community BR-0035 0 0.050.025 Miles Bridge 24 on NC 22 over Nicks Creek¢Moore County Moo re Legend Project Study Area Stream Wetland Mixed Pine Forest Bottomland Hardwood Forest Maintained_Disturbed Jurisdictional Features and Terrestrial Communities Map Prepared by NCDOT Environmental Analysis Unit FIGU RE 3 ¯ WA WB WC Nicks Creek SA ¬«22 N ic k s C r e e k L a n e WE WD WD/WE WD/WE WD/WE WD/WE WD/WE WD/WE Notes on Field Assessment Form (Y/N) Presence of regulatory considerations (Y/N) Wetland is intensively managed (Y/N) Assessment area is located within 50 feet of a natural tributary or other open water (Y/N) Assessment area is substantially altered by beaver (Y/N) Assessment area experiences overbank flooding during normal rainfall conditions (Y/N) Assessment area is on a coastal island (Y/N) Sub-function Rating Summary Function Sub-function Metrics Hydrology Surface Storage and Retention Condition Sub-Surface Storage and Retention Condition Water Quality Pathogen Change Condition Condition/Opportunity Opportunity Presence? (Y/N) Particulate Change Condition Condition/Opportunity Opportunity Presence? (Y/N) Soluble Change Condition Condition/Opportunity Opportunity Presence? (Y/N) Physical Change Condition Condition/Opportunity Opportunity Presence? (Y/N) Pollution Change Condition Condition/Opportunity Opportunity Presence? (Y/N) Habitat Physical Structure Condition Landscape Patch Structure Condition Vegetation Composition Condition Function Rating Summary Function Metrics/Notes Hydrology Condition Water Quality Condition Condition/Opportunity Opportunity Presence? (Y/N) Habitat Conditon Overall Wetland Rating Rating Calculator Version 4.1 NA NA NA NA NA Rating NA NA NO NA LOW NA NA NA NA NC WAM Wetland Rating Sheet Wetland Type Wetland Site Name WA J Dilday NCDOTBasin Wetland Date Assessor Name/Organization 1/11/18 Accompanies User Manual Version 4.1 MEDIUM LOW LOW NO LOW NO LOW LOW Rating MEDIUM LOW NO YES NO NO NO LOW NA NA NO Notes on Field Assessment Form (Y/N) Presence of regulatory considerations (Y/N) Wetland is intensively managed (Y/N) Assessment area is located within 50 feet of a natural tributary or other open water (Y/N) Assessment area is substantially altered by beaver (Y/N) Assessment area experiences overbank flooding during normal rainfall conditions (Y/N) Assessment area is on a coastal island (Y/N) Sub-function Rating Summary Function Sub-function Metrics Hydrology Surface Storage and Retention Condition Sub-Surface Storage and Retention Condition Water Quality Pathogen Change Condition Condition/Opportunity Opportunity Presence? (Y/N) Particulate Change Condition Condition/Opportunity Opportunity Presence? (Y/N) Soluble Change Condition Condition/Opportunity Opportunity Presence? (Y/N) Physical Change Condition Condition/Opportunity Opportunity Presence? (Y/N) Pollution Change Condition Condition/Opportunity Opportunity Presence? (Y/N) Habitat Physical Structure Condition Landscape Patch Structure Condition Vegetation Composition Condition Function Rating Summary Function Metrics/Notes Hydrology Condition Water Quality Condition Condition/Opportunity Opportunity Presence? (Y/N) Habitat Conditon Overall Wetland Rating LOW NO YES NO NO NO NA LOW LOW NO LOW LOW LOW NO LOW NA LOW LOW Rating LOW NC WAM Wetland Rating Sheet Wetland Type Wetland Site Name WB/WC/WD/WE J Dilday NCDOTBottomland Hardwood Forest Date Assessor Name/Organization 1/11/18 Accompanies User Manual Version 4.1 NO NA NO LOW LOW NO Rating Calculator Version 4.1 LOW NO LOW LOW LOW Rating LOW MEDIUM NO (Version 2.08; Released April 2018) 67035.2.1 TIP No.:BR-0035 County(ies):Moore Page 1 of 1 TIP Number:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Yes Design/Future:Year:2040 Existing:Year: Aquatic T&E Species?Comments: No N/A N/A N/A Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative) ac. 2 11' lanes 8000 ldclawson@ncdot.gov Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer? NRTR Stream ID: Annual Avg Daily Traffic (veh/hr/day): Existing Site Project Length (lin. miles or feet): ac. Surface Water Body (1): Water Supply III (WS-III)NCDWR Surface Water Classification for Water Body N/ABuffer Rules in Effect: None 6500 2 12' lanes Waterbody Information 2018 NCDWR Stream Index No.: 67035.2.1 Impairments: Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.) The project consists of replacing Bridge # 24 on NC 22 over Nick's Creek. The approach work will consist of raising and relining the existing roadway and providing grass shoulders and guardrail. Bridge # 24 existing 1 span structure (20' total length) will be replaced with 3 @ 12' x 9' RCBC. Best Management Practices: -Promotion of sheet flow and infiltration with grass shoulders. -Drainage systems outlet to rip rap pad. 1000 Birch Ridge Drive North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS Project Type: 1000 Birch Ridge Drive Address: General Project Information BR-0035 WBS Element: Bridge ReplacementWBS Element: L.D. ClawsonNCDOT Contact: 919-707-6711 Raleigh Contractor / Designer: 919-707-6712 gcail@ncdot.gov Address: 9/20/2019 MooreCarthage W.G. Cail Raleigh, NC 27610 River Basin(s): City/Town: 0.85 Typical Cross Section Description: Surrounding Land Use: General Project Narrative: (Description of Minimization of Water Quality Impacts) No Rural Nicks Creek 18-23-3-(3) 0.84 0.319 mi. Project Description Proposed Project Cape Fear Supplemental Classification: High Quality Waters (HQW) Wetlands within Project Limits? Submitted 4/3/2020 T�=::::::-;:=======================================================================������������������T r � See Sheet 1 A For Index of Sheets See Sheet 1 B For Convent!onol Symbols TIP PROJECT � BR-0035 TE DI RTII R LI MOORE COUNTY STATE ST ATE PROJ. NO. 67035.1.1 67035.2.1 67035.3.1 ST A TE PROJECT REFERENCE NO. BR-0035 F. A.PROJ. NO. SFF.F.T' TD'l"AL NO. SHIEETS ]_ DESCRIPTION P.E. ROW /UTIL CONST. V) z LOCATION: BRIDGE NO. 24 ON NC 22 OVER NICKS CREEK PERMIT DRAWING fin � c... TYPE OF WORK: GRADING,DRAINAGE,PAVING AND CULVERT WETLAND AND VICINITY MAP BEGIN TIP PROJECT BR-0035 -L-STA. 11 + 80.00 I ' I C I SITE 1 -- SURFACE WATER IMPACTS PERMIT ---------- ----------- =-1 ..... -... _,,. /I , ( ___ /, I I I ' I BEGIN CULVERT -L-STA. 22 + 92.67 END CULVERT -L-STA. 23 + 31.33 �SITE 2&3 SHEET OF ' END TIP PROJECT BR-0035 -L-STA.29+00.00 THIS PROJECT HAS NO CONTROLED-ACCESS. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD Ill. ( -, +o"J: -8+ J GRAPHIC SCALES 100 -,-11111111 PLANS --+;-W+50 25 0 50 100 + l)) ' �:� lli-llliiiiiii ]- .-_,,,. -8+ ,'.> 1-w<PROFILE (HORIZONTAL) i/"':1 (f1 />-Wu::v,mw 10 5 0 10 20 +fA-,r,-i-11r11 '• -F _.-* U:1 --:1 "(: +A- J DESIGN DATA ADT 2020 -6650 ADT 2040 -8000 K -11 % D -60 % T -4 % * V -60 MPH*(TTST=1% + DUAL=3%) FUNC CLASS = MINOR ARTERIAL STATEWIDE TIER PROJECT LENGTH LENGTH OF ROADWAY TIP PROJECT BR-0035 LENGTH OF STRUCTURE TIP PROJECT BR-0035 TOTAL LENGTH OF TIP PROJECT BR-0035 Prepared in the Office of: DIVISION OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 27610 -0.319 Ml 2018 STANDARD SPECIFICA110NS -0.007 Ml -0.326 Ml RIGHT OF WAY DATE: AUGUST 30. 2019 TATIA L. WHITE. PE. PLS LETTING DATE: PIOTR J. STOJDA JULY 21, 2020 PROJECT TEAM LEAD HYDRAUUCS ENGINEER SIGNATURE: ROADWAY DESIGN ENGINEER P.E. P.E. j -iii-=Z PROFILE (VERTICAL) SIGNATURE: +-til-�==::::....:::==========..:::=========::..:::========================::::...::::=================::::..:::::::::::::::::::::::::::::::::::=========:::..:::==========� 1 11 Submitted 4/3/2020 NA D 8 3 / NA 2 0 1 1 M A T C H LI N E - L- S T A . 2 1 + 0 0 . 0 0 S E E S H E E T 5 R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4BR-0035 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 WETLAND DENOTES FILL INFF SITE 1 SHEET __ OF __ PERMIT DRAWING GRAPHIC SCALE 0'100'100' 1 0 1 5 2 0 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN REMOVE 15" RCP-IV 18" RCP-III 2 4 " RC P- I V REMOVE 15" RCP-III 21 SY GEOTEXTILE 8 TONS CL B RIP RAP 7 SY GEOTEXTILE 2 TONS CL B RIP RAP SEE DETAIL A TOE PROTECTION SEE DETAIL B SPECIAL CUT DITCH SEE DETAIL C W/ CLASS B RIP RAP SPECIAL CUT DITCH SEE DETAIL C W/ CLASS B RIP RAP SPECIAL CUT DITCH DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED 2 4 " R C P F O X C R O F T R D -EL- -EL- 10 1 35 1.87 B L -10 1 10 2 32 2 .2 9 B L -10 2 COULD NOT ACCESS LIFT STATION BST GR G R GR GR 15" RCP - E Y 1- 1 2 " P I P E 12 " P I P E 1 2 " P I P E ( C A N N O T D E T E R MI N E T Y P E ) 6 0 . 0 0' S TO SR 1843 HH 52 84 32 9 .94 T T T EOI T T INV=351.24' INV=349.17' 3 0 " R C P W WIFE, MIRIAM CHU HUEY WILLY CHU AND SEVIER BEATTY HARVEST CHURCH OF GOD WOODED WOODED WOODED WOODED WOODED WOODED WOODED TOWN OF CARTHAGE TOWN OF CARTHAGE WIFE, AMANDA L. VAN DE RIET CHRISTOPHER T. VAN DE RIET AND TOWN OF SOUTHERN PINES WOODED WOODED WOODED HARVEST CHURCH OF GOD NC 22 - 26' BST NC 22 - 26' BST F F F F F F F C C C C C C C C C C F F F 2 11 Submitted 4/3/2020 NA D 8 3 / NA 2 0 1 1 M A T C H LI N E - L- S T A . 2 1 + 0 0 . 0 0 S E E S H E E T 5 R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4BR-0035 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 WETLAND DENOTES FILL INFF SITE 1 SHEET __ OF __ PERMIT DRAWING GRAPHIC SCALE 0'100'100' 1 0 1 5 2 0 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN REMOVE 15" RCP-IV 18" RCP-III 2 4 " RC P- I V REMOVE 15" RCP-III 21 SY GEOTEXTILE 8 TONS CL B RIP RAP 7 SY GEOTEXTILE 2 TONS CL B RIP RAP SEE DETAIL A TOE PROTECTION SEE DETAIL B SPECIAL CUT DITCH SEE DETAIL C W/ CLASS B RIP RAP SPECIAL CUT DITCH SEE DETAIL C W/ CLASS B RIP RAP SPECIAL CUT DITCH DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED 310.0 3 1 0 . 0 310 .0 310.0 310 .0 31 0 .0 311.0 311.0 311.0 311.0 311.0 312.0 312.0 312.0 3 1 2 .0 312.0 312.0 3 13.0 313.0 313.0 313.0 3 1 3 . 0 313 .0 3 1 3 .0 31 3 .0 3 1 3 .0 314.0 3 1 4.0 3 1 4 . 0 314.0 314.0 3 1 4 . 0 314.0 31 4 .0 314.0 31 4 .0 3 14 .0 315.0 315.0 315.0 3 1 5.0 3 1 5 .0 315.0 3 1 5.0 31 5. 0 315 .0 315.0 315.0 315.0 315 .0 315 .0 31 5 .0 315.0 31 5.0 31 5 .0 31 5 .0 31 5 .0 316.03 16.0 316. 0 3 1 6 .0 316.0 316.0 316.0 316 .0 3 1 6 . 0 31 6 .0 31 6. 0 3 17 .0 3 1 7.0 317 .0 317.0 3 1 7. 0 3 1 7. 0 3 1 7 . 0 3 17. 0 317 .0 317.0 317 .0 3 17.0 31 7 .0 318.0 318.0 318.0 318.0 318.0 3 1 8 . 0 318 .0 318.0 318.0 318.0 31 8 .0 318.0 318.0 318.0 31 8 .0 31 8 .0 31 9. 0 3 1 9.0 3 19 .0 319 .0 319 .0 319.0 3 1 9 .0 319.0 3 19 .0 31 9 .0 320.0 3 2 0 . 0 3 2 0 . 0 320.0 3 2 0 .0 320.0 320 .0 320.0 320.0 320.0 320.0 3 2 0 .0 320.0 3 2 0. 0 3 2 0 . 0 3 2 0 .0 32 0 .0 32 0 .0 321.0 3 2 1. 0 3 2 1 .0 321 .0 321. 0 321.0 3 2 1 . 0 32 1.0 32 1 .0 322 .0 3 2 2 . 0 322.0 322.0 3 22. 0 322.0322.0 322 . 0 323.0 323 .0 3 2 3 .0 323.0 323.0 323.0 323.0 3 2 3. 0 323.0 324.0 3 24. 0 3 2 4 .0 324 .0 3 2 4 .0 324.0 324.0 3 2 4 . 0 325.0 3 2 5. 0 3 2 5. 0 3 2 5 . 0 3 2 5 . 0 3 2 5 .0 325.0 325.0 325.0 325.0 325.0 325.0 3 2 5 . 0 325.0 326 . 0 3 2 6 . 0 326.0 326.0 326.0 326.0 326.0 3 2 6 . 0 327.0 3 2 7. 0 3 2 7 . 0 327.0 327 .0 3 2 7 .0 327 . 0 328.0 328 .0 328.0 32 8. 0 328.0 328.0 328.0 328.0 3 2 8 .0 32 8 .0 32 8 .0 3 2 9 .0 32 9. 0 3 2 9 . 0 329 . 0 329.0 329.0 3 2 9.0 329.0 329 .0 33 0. 0 330 .0 330.0 330.0 3 3 0 . 0 3 3 0 .0 33 0.0 330 .0 330.0 330.0 3 3 0 . 0 3 3 0 .0 3 3 0 . 0 33 0.0 330 .0 33 0 .0 331. 0 331.0 3 3 1 .0 331 .0 3 3 1 .0 33 1 .0 3 3 1 .0 3 3 1 . 0 3 3 1 .0 33 2. 0 3 32. 0 33 2. 0 3 3 2 .0 332.0 332.0 3 3 2 . 0 332.0 333.0 333.0 33 3.0 333.0 333.0 333.0 333.0 33 3 .0 33 3 .0 3 3 4. 0 33 4 .0 3 3 4 .0 334 .0 33 4. 0 334.0 334 .0 3 3 4 .0 334.0 335.0 335. 0 3 3 5 . 0 3 3 5 . 0 3 3 5 . 0 335.0 335.0 3 3 5 .0335.033 5 .0 335.0 335.0 335.0 335.0 3 3 5 .0 335.0 335.0 33 5 .0 335.0 336 .0 336 .0 336.0 3 3 6.0 336.0 33 6.0 33 6 .0 336.0 336.0 3 3 6 .0 33 6 .0 33 6 .0 336.0 33 6 .0 337. 0 337.0 337.0 3 3 7 . 0 3 3 7 .0 3 3 7 . 0 337.0 337.0 337.0 3 3 7 . 0 337.0 3 3 7 .0 337.0 33 7 .0 3 3 7 .0 337.0 338. 0 338.0 338.0 3 3 8 .0 338.0 3 3 8 . 0 338.0 338 .0 338.0 338.0 3 3 8 . 0 3 3 8.0 338.0 33 9.0 339 . 0 3 39.0 3 3 9 .0 3 3 9 .0 339 . 0 33 9.0 339 .0 339.0 339.0 3 3 9 .0 339.0 340 .0 3 40 .0 340.0 34 0.0 3 4 0 .0 3 4 0 . 0 340.0340.0 340.0 340 .0 340.0 3 4 0 . 0 340 .0 340 .0 340.0 340.0 340.0 340.0 340.0 3 4 0 .0 340.0 3 4 0.0 3 41. 0 3 4 1.0 34 1.0 3 4 1. 0 341.0 341. 0 3 4 1 .0 341.0 341.0 341.0 3 4 1. 0 341 .0 342. 0 34 2.0 342.0 342 . 0 342.0 342.0 342. 0 342.0 342 .0 342.0 342.0 34 2 .0 342.0 342.0342.0 3 4 3. 0 343.0 3 4 3 .0 343 .0 3 4 3.0 343.034 3 .0 3 4 3 .0 343 .0 343.0 343.0 3 4 3 .0 344.0 344 .0 3 4 4 . 0 344.0 344.0 344.0 3 4 4.0 344 . 0 344.0 344.0 344.0 3 4 4 .0 3 4 4 .0 3 4 4 .0 344.0 3 4 4 .0 344. 0 3 4 5.0 34 5.0 34 5. 0 3 4 5. 0 345. 0 345.0 345.0 345 .0 345.0 345.0 345.0 345.0 345 . 0 345 .0 345 .0 345 . 0 34 5.0 345.0 3 4 5. 0 345.0 345.0 345.0 345.0 345.0 3 4 5 .0 3 4 5.0 34 5.0 3 4 6 .0 346.0 346 .0 346.0 346. 0 346. 0 346.0 346.0 34 6.0 3 4 6.0 3 4 6 .0 346.0 346 .0 3 4 6 .0 346.0 346.0 3 4 7 . 0 347. 0 347. 0 347.0 347.0 347.0 347 .0 347.0 34 7.0 3 4 7.0 347.0 347.0 347.0 347.0 3 4 7.0 34 7 .0 347.0 34 7.0 34 7 .0 34 8 .0 34 8. 0 34 8 .0 348.0 348.0 348.0 3 4 8.0 3 4 8. 0 348.0 348 .0 348 . 0 348.0 348.0 34 8 .0 3 4 8.0 34 8 .0 34 8 .0 34 8 .0 349.0 3 4 9. 0 34 9.0 34 9.0 3 4 9 . 0 349. 0 349. 0 349.0 3 4 9 . 0 349.0 349.0 349.0 349.0 349.0 3 4 9.0 349.034 9 .0 34 9.0 3 4 9 . 0 34 9. 0 3 4 9 .0 34 9.0 349 .0 34 9 .0 3 5 0 . 0 35 0 .0 3 5 0 .0 3 5 0. 0 350. 0 35 0.0 35 0.0 3 5 0. 0 350.0 3 5 0 .0 3 5 0 .0 350.0 350.0 3 5 0 .0 3 5 0 . 0 3 5 0 . 0 3 5 0.0 3 5 0 .0 350.0 3 50. 0 350.0 350.0 3 50 .0 350.0 350.0 3 5 0 .0 350.0 350.0 3 5 0 . 0 3 5 0 . 0 3 5 0 .0 350.0 3 5 0 . 0 350.0 35 0.0 350.0 350.0 3 5 1 .0 351.0 35 1.0 351.0 3 5 1 . 0 351.0 3 5 1 . 0 351. 0 351.0 3 5 1. 0 3 5 1 .0 351.0 351.0 351.0 35 1. 0 351.0 351.0 351.0 351.0 35 1 .0 351.0 35 1 .0 3 5 1. 0 351.0 35 1.0 352 . 0 352.0 35 2.0 3 5 2 .0 3 5 2. 0 352.0 352.0 3 5 2 . 0 352 . 0 3 5 2.0 352 .0 352.0 352.0 352.0 352.0 352.0 3 5 2.0 3 5 2 . 0 35 2 .0 352.0 352.0 3 5 2. 0 35 3.0 353.0 353.0 3 5 3 . 0 3 5 3 .0 353. 0 3 5 3 . 0 353.0 3 5 3 . 0 3 5 3 .0 3 53.0 353.0 353.0 353.0 353.0 353.0 353.0 3 5 4 . 0 354. 0354.0 354.0 3 5 4.0 354.0 354.0 35 4. 0 3 5 4 .0 35 4.0 354.0 354.0 35 4.0 354 .0 35 4 .0 35 4 .0 3 5 4 .0 3 5 5 . 0 355.0 355.0 355.0 355.035 5.0 3 5 5 . 0 355 .0 355 .0 355 .0 355.0355.0 355.0 355. 0 355.0 35 5.0 3 5 5.0 35 5.0 355 .0 355.0 355.0 355.0 355.0 355.0 355.0 355.0 355. 0 3 5 5 . 0 35 5 .0 3 5 5.0 35 5 .0 355.0 3 5 6 . 0 35 6.0 356.0 3 5 6 . 0 356 . 0 356.0 3 5 6 .0 356.0 356.0 3 5 6 . 0 356 .0 356.0 356.0 356.0 356.0 35 7. 0 3 5 7 . 0 3 5 7.0 357.0 3 5 7 .0 357.0 357.0 3 5 7 . 0 357. 0 357.0 357.0 357.0 357.0 3 5 7. 0 35 7 .0 3 5 8 .0 3 5 8 . 0 3 5 8. 0 358.0 358 .0 35 8.0 358. 0 3 5 8 . 0 358.0 358.0 358.0 358 .0 35 8 .0 359.0 3 5 9 . 0 359.0 359.0 359.0 359.0 3 5 9 . 0 359. 0 359.0 359.0 3 5 9 .0 3 5 9 .0 35 9 .0 360.0 3 6 0 .0 3 6 0 . 0 360.0 36 0. 0 360.0 360.0 360. 0 360.0 3 6 0 .0 360.0 3 6 0.0 3 6 0 . 0 360.0 360 .0 360.0 360.0 360.0 360.0 3 6 0 . 0 360.0 36 0 .0 361.0 3 6 1 . 0 3 6 1. 0 36 1.0 361.0 361. 0 361. 0 3 6 1 .0 361.0 361.0 3 6 1.0 36 1 .0 3 6 2 .0 3 6 2 . 0 362 .0 362 .0 36 2 .0 3 62.0 36 2 .0 362.0 362.0 362.0 3 6 2 . 0 3 6 3 .0 3 6 3 . 0 3 63. 0 363.0 3 6 3 .0 3 6 3 . 0 363. 0 36 3 .0 363. 0 363.0 363.0 3 6 3 .0 36 3 .0 364.0 3 6 4 . 0 364.0 36 4 .0 364.0 3 6 4 . 0 364.0 3 64.0 36 4.0 364.0 364.0 364 .0 36 5.0 3 6 5. 0 3 6 5.0 365.0 3 6 5 . 0 365.0 365 .0 36 5.0 3 6 5 .0 3 65. 0 365. 036 5 .0 3 6 5 . 0 3 6 5 . 0 365.0 365.0 365.0 3 6 5 .0 3 6 6 . 0 366.0 366.0 3 6 6.0 366 .0 36 6.0 3 6 6 . 0 366.0 366.0 3 6 7 . 0 3 6 7 . 0 367.0 367 .0 36 7.0 3 6 7 . 0 3 6 7 . 0 367.0 367.0 3 6 8 . 0 3 6 8 . 0 368.0 3 6 8. 0 368.0 36 8 .0 3 6 8 . 0 368.0 368 .0 368.0 36 8 .0 36 9.0 369.0 369.0 369 .0 369.0 3 6 9. 0 369.0 369.0 369.0 3 6 9 .0 3 6 9 .0 36 9 .0 36 9 .0 3 7 0.0 3 7 0 . 0 370.0 370.0 370.0 3 70.0 37 0 .0 370.0 370.0 3 7 0. 0 3 7 0 . 0 370.0 370.0 370.0 37 0.0 370.0 371.0 3 7 1.0 371.0 371. 0 3 7 1.0 3 7 1 . 0 371.0 3 7 2. 0 372.0 372.0 37 2. 0 37 2. 0 3 7 2 . 0 372.0 3 7 2 .0 3 7 3 . 0373.0 373.0 3 7 3 . 0 37 3 .0 37 3. 0 373.0 373.0 3 7 4 . 0 374.037 4.0 3 7 4.0 37 4.0 3 7 4 . 0 374.0 374.0 3 75.0 375.0 375.0 375.0 37 5.0 375 .0 3 7 5 .0 375 . 0 3 7 5.0 3 7 5.0 375.0 375.0 375.0 37 6 .0 376.0 3 76.0 3 7 6 . 0 3 7 6.0 376.0 3 76 .0 377.0377.0 37 7.0 377. 0 3 7 7 . 0 377.0 377.0 37 7 .0 3 7 8 .0 378.0 378.0 3 7 8 . 0 3 7 8 . 0 378.0 378.0 3 7 9 .0 379.0 379 .0 3 7 9.0 3 7 9.0 3 7 9 .0 379.0 38 0.0 380 .0 380 .0 380.0 380.0 3 8 0.0 380. 0 3 8 0.0 380.0 380.0 38 1 .0 3 8 1. 0 381. 0 381.0 381.0 382.0 38 2 .0 3 8 2 . 0 3 8 2. 0 382.0 383.0 383. 0 3 8 3 .0 3 8 4 .0 3 8 4. 0 384.0 3 8 5 . 0 385.0 3 8 5 .0 3 8 6 .0 2 4 " R C P F O X C R O F T R D -EL- -EL- 10 1 35 1.87 B L -10 1 10 2 32 2 .2 9 B L -10 2 COULD NOT ACCESS LIFT STATION BST GR G R GR GR 15" RCP - E Y 1- 1 2 " P I P E 12 " P I P E 1 2 " P I P E ( C A N N O T D E T E R MI N E T Y P E ) 6 0 . 0 0' S TO SR 1843 HH 52 84 32 9 .94 T T T EOI T T INV=351.24' INV=349.17' 3 0 " R C P W WIFE, MIRIAM CHU HUEY WILLY CHU AND SEVIER BEATTY HARVEST CHURCH OF GOD WOODED WOODED WOODED WOODED WOODED WOODED WOODED TOWN OF CARTHAGE TOWN OF CARTHAGE WIFE, AMANDA L. VAN DE RIET CHRISTOPHER T. VAN DE RIET AND TOWN OF SOUTHERN PINES WOODED WOODED WOODED HARVEST CHURCH OF GOD NC 22 - 26' BST NC 22 - 26' BST F F F F F F F C C C C C C C C C C F F F 3 11 Submitted 4/3/2020 NAD 8 3 / NA 2 0 1 1 M A T C H LI N E - L- S T A . 2 1 + 0 0 . 0 0 S E E S H E E T 5 WETLAND DENOTES FILL INFF SITE 1 R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION GRAPHIC SCALE 0'100'100' SHEET __ OF __ PERMIT DRAWING 1 5 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN REMOVE 15" RCP-IV 18" RCP-III 2 4 " RC P - I V REMOVE 15" RCP-III 7 SY GEOTEXTILE 2 TONS CL B RIP RAP SEE DETAIL A TOE PROTECTION SEE DETAIL B SPECIAL CUT DITCH SEE DETAIL C W/ CLASS B RIP RAP SPECIAL CUT DITCH SEE DETAIL C W/ CLASS B RIP RAP SPECIAL CUT DITCH DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED 2 4 " R C P F O X C R O F T R D -EL- -EL- 10 2 32 2 .29 B L -10 2 COULD NOT ACCESS LIFT STATION BST G R G R GR GR 15" RCP - E Y 1- NC 22 - 26' BST 1 2 " P I P E 12 " P I P E 1 2 " P I P E ( C A N N O T D E T E R MI N E T Y P E ) 6 0. 0 0' S HH 52 8 4 32 9 .94 T T T EOI W WIFE, MIRIAM CHU HUEY WILLY CHU AND WOODED WOODED WOODED WOODED TOWN OF CARTHAGE TOWN OF CARTHAGE WIFE, AMANDA L. VAN DE RIET CHRISTOPHER T. VAN DE RIET AND TOWN OF SOUTHERN PINES WOODED WOODED WOODED HARVEST CHURCH OF GOD NC 22 - 26' BST F F F F F F C C C C C C C C F F 4 11 Submitted 4/3/2020 NAD 8 3 / NA 2 0 1 1 M A T C H LI N E - L- S T A . 2 1 + 0 0 . 0 0 S E E S H E E T 4 R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 5BR-0035 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 SHEET __ OF __ PERMIT DRAWING GRAPHIC SCALE 0'100'100' WETLAND DENOTES FILL INFF TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SITE 3 SITE 2 CLEARING DENOTES MECHANIZED* * * * ** * ** * * 2 5 3 0 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED A T- 1 TL -3 G R EU TL-3 GREU TL-3 GREU 15 " RCP N IC K S C R E E K L N I SF D WOODED CONTROL BOX G R N IC K S C R E E K NI CKS CREE K GR NC 22 - 26' BST MTL MTL 6 0 .0 0 ' EXI STI NG R/ W EXI STI NG R/ W T O S R 1838 PUMP STATION RAW WATER H H W TT WATER VAULTS EOI T o w n of C art ha ge, 8 ", PV C C e nt ur y Li nk, C O PP ER Br oa dPl e x, 2 ", C ON DU I T, F. O. EXISTING R/W H H 18 " R C P WOODED WOODED WOODED WOODED WOODED WOODED WOODED WOODED BM1 N C 22 - 26' B ST DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED REMOVE REMOVE 24 " RC P-I V 2 4 " RC P -IV SEE DETA IL A TOE PROTECT ION SEE DETAIL A TOE PROTECTION 14 SY GEOTEXTILE 5 TONS CL B RIP RAP 14 SY GEOTEXTILE 5 TONS CL B RIP RAP GRADE TO DRAIN INLET/OUTLET CHANNEL DETAILS INLET CHANNEL OUTLET CHANNEL EXCAVATION AT EXISTING BRIDGE 36' EXISTING CL (NOT TO SCALE) 2:12: 1 2:12: 1 2:1 DENOTES EXCAVATION 2: 1 FLOW EST 40 SY ON BENCH COIR MAT EST 10 TONS CLASS II RIP RAP EST 35 SY ON BENCH COIR MAT EST 10 TONS CLASS II RIP RAP w/ GEOTEXTILE CLASS II RIP RAP w/ GEOTEXTILE CLASS II RIP RAP w/ GEOTEXTILE CLASS II RIP RAP w/ GEOTEXTILE CLASS II RIP RAP EST EXCAVATION 470 CY EST 135 GEOTEXTILE EST 135 TONS CLASS II RIP RAP EST EXCAVATION 250 CY EST 95 SY GEOTEXTILE EST 95 TONS 2' THICK (TYP) CLASS II RIP RAP 3' MIN INTO RCBC 1' SILL INSET 3' MIN INTO RCBC 1' SILL INSET 3' MIN INTO RCBC 2' SILL INSET 3' MIN INTO RCBC 2' SILL INSET (NOT TO SCALE) FROM STA. 23+35 TO STA. 24+20 -L- RT FROM STA. 21+00 TO STA. 22+80 -L- RT Fill Slope3:1 or Flatter b=3.0 Ft. d=1.0 Ft. Type of Liner= B Rip-Rap b DETAIL A Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile w/SILLS 3 @ 12'x9' RCBC SEE CHANNEL DETAIL CLASS II RIP RAP SEE CHANNEL DETAIL CLASS II RIP RAP SEE DETAIL B SPECIAL CUT DITCH Flatter3:1 or D 3: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 24+90 TO STA. 27+00 -L- LT FROM STA. 23+35 TO STA. 24+10 -L- LT DETAIL B Min. D=1.5 Ft. Ground Natural Slope Ditch Front GRADE TO DRAIN DRAIN GRADE TO SEE DETAIL B DITCH SPECIAL CUT EST 80 TONS CLASS B RIP RAP EST 75 SY COIR MAT EST 720 CY EXCAVATION EST 230 SY GEOTEXTILE EST 250 TONS CLASS II RIP RAP TOTAL QUANTITIES: BARREL (1) WITH CLASS B RIP RAP. NATIVE BED MATERIAL. BACKFILL HIGH FLOW BACKFILL LOW FLOW BARRELS (2) WITH NOTE: EST 40 YDS GEOTEXTILE EST 20 TONS CLASS A RIP RAP ARMOR DITCH w/ DRAIN GRADE TO F F F F F F C C C C F F C F Submitted 4/3/2020 NAD 8 3 / NA 2 0 1 1 M A T C H LI N E - L- S T A . 2 1 + 0 0 . 0 0 S E E S H E E T 4 R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 5BR-0035 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 SHEET __ OF __ PERMIT DRAWING GRAPHIC SCALE 0'100'100' WETLAND DENOTES FILL INFF TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SITE 3 SITE 2 CLEARING DENOTES MECHANIZED* * * * ** * ** * * 2 5 3 0 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED A T- 1 TL -3 G R EU TL-3 GREU TL-3 GREU 15 " RCP N IC K S C R E E K L N I SF D WOODED CONTROL BOX G R N IC K S C R E E K NI CKS CREE K GR NC 22 - 26' BST MTL MTL 6 0 .0 0 ' EXI STI NG R/ W EXI STI NG R/ W T O S R 1838 PUMP STATION RAW WATER H H W TT WATER VAULTS EOI T o w n of C art ha ge, 8 ", PV C C e nt ur y Li nk, C O PP ER Br oa dPl e x, 2 ", C ON DU I T, F. O. EXISTING R/W H H 18 " R C P WOODED WOODED WOODED WOODED WOODED WOODED WOODED WOODED BM1 N C 22 - 26' B ST DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED REMOVE REMOVE 24 " RC P-I V 2 4 " RC P -IV SEE DETA IL A TOE PROTECT ION SEE DETAIL A TOE PROTECTION 14 SY GEOTEXTILE 5 TONS CL B RIP RAP 14 SY GEOTEXTILE 5 TONS CL B RIP RAP GRADE TO DRAIN INLET/OUTLET CHANNEL DETAILS INLET CHANNEL OUTLET CHANNEL EXCAVATION AT EXISTING BRIDGE 36' EXISTING CL (NOT TO SCALE) 2:12: 1 2:12: 1 2:1 DENOTES EXCAVATION 2: 1 FLOW EST 40 SY ON BENCH COIR MAT EST 10 TONS CLASS II RIP RAP EST 35 SY ON BENCH COIR MAT EST 10 TONS CLASS II RIP RAP w/ GEOTEXTILE CLASS II RIP RAP w/ GEOTEXTILE CLASS II RIP RAP w/ GEOTEXTILE CLASS II RIP RAP w/ GEOTEXTILE CLASS II RIP RAP EST EXCAVATION 470 CY EST 135 GEOTEXTILE EST 135 TONS CLASS II RIP RAP EST EXCAVATION 250 CY EST 95 SY GEOTEXTILE EST 95 TONS 2' THICK (TYP) CLASS II RIP RAP 3' MIN INTO RCBC 1' SILL INSET 3' MIN INTO RCBC 1' SILL INSET 3' MIN INTO RCBC 2' SILL INSET 3' MIN INTO RCBC 2' SILL INSET (NOT TO SCALE) FROM STA. 23+35 TO STA. 24+20 -L- RT FROM STA. 21+00 TO STA. 22+80 -L- RT Fill Slope3:1 or Flatter b=3.0 Ft. d=1.0 Ft. Type of Liner= B Rip-Rap b DETAIL A Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile w/SILLS 3 @ 12'x9' RCBC SEE CHANNEL DETAIL CLASS II RIP RAP SEE CHANNEL DETAIL CLASS II RIP RAP SEE DETAIL B SPECIAL CUT DITCH Flatter3:1 or D 3: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 24+90 TO STA. 27+00 -L- LT FROM STA. 23+35 TO STA. 24+10 -L- LT DETAIL B Min. D=1.5 Ft. Ground Natural Slope Ditch Front GRADE TO DRAIN DRAIN GRADE TO SEE DETAIL B DITCH SPECIAL CUT EST 80 TONS CLASS B RIP RAP EST 75 SY COIR MAT EST 720 CY EXCAVATION EST 230 SY GEOTEXTILE EST 250 TONS CLASS II RIP RAP TOTAL QUANTITIES: BARREL (1) WITH CLASS B RIP RAP. NATIVE BED MATERIAL. BACKFILL HIGH FLOW BACKFILL LOW FLOW BARRELS (2) WITH NOTE: EST 40 YDS GEOTEXTILE EST 20 TONS CLASS A RIP RAP ARMOR DITCH w/ DRAIN GRADE TO 3 0 5 .0 305 . 0 30 5 .0 3 0 6 . 0 30 6.0 306 . 0 30 6 .0 30 6.0 3 0 7 .0 30 7 .0 3 0 7. 0 3 0 7 .0 307 .0 30 7.0 30 7 .0 30 7 .0 308.0 30 8.0 308.0 3 0 8 . 0 308.0 30 9 .0 3 0 9 .0 30 9 .0 3 0 9.0 3 0 9 .0 30 9 .0 3 0 9 .0 309.0 30 9.0 30 9.0 309.0 30 9. 0 3 0 9 . 0 30 9 .0 309.0 3 0 9 . 0 309.0 3 0 9. 0 30 9 .0 309 .0 30 9 .0 30 9 .0 30 9 .0 3 0 9 . 0 30 9 .0 309 .0 30 9 .0 30 9 .0 30 9 .0 30 9 .0 30 9 .0 30 9 .0 310.0 3 1 0.0 310.0 310.0310.0 3 10 .0 310.0 310.0 3 1 0 . 0 310 .0 310.031 0 .0 310.0 3 1 0. 0 310 . 0 310.0 3 10 .0 3 1 0 . 0 3 1 0 .0 3 1 0 .0 3 1 0 .0 3 10.0 3 1 0 .0 310.03 10 . 0 310. 0 3 1 0 .0 310.0 3 1 0 . 0 3 1 0 . 0 3 1 0. 0 3 1 0 . 0 3 10.0 3 1 0 . 0 3 1 0.03 1 0 .0 31 0 .0 310 .0 310.0 3 1 0 . 0 3 1 0.0 3 1 0 .0 3 1 0 . 0 3 1 0.0 3 10. 0 310. 0 310.0 310.0 310.0 310 .0 3 10 .0 31 0.0 3 1 0.0 3 1 0 .0 3 1 0 . 0 3 1 0. 0 3 1 0.0 310 .0 31 0 .0 310.0 31 0 .0 310.0310.0 3 1 0 . 0 310.0 310.0 310.0 3 1 0 . 0 31 0 .0 3 1 0 . 0 3 1 0 .0 3 1 0 . 0 31 0 .0 3 1 0.0 3 10 .0 3 1 0. 0 3 1 0 . 0 3 1 0 . 0 3 1 0 . 0 310.0 3 1 0 . 0 3 10 .0 31 0 .0 31 0 .0 310.0 310. 0 3 10.0 31 0.0 31 0 .0 3 10 .0 3 1 0 . 0 310.0 3 1 0.0 3 1 0.0 3 1 0 .0 31 0 .0 31 0 .0 31 0 .0 310 .0 3 11.0 311.0 3 1 1 . 0 3 1 1. 0 3 1 1 .0 31 1. 0 311.0 3 1 1. 0 3 11 .0 311.0 3 1 1 . 0 3 1 1 .0 31 1.0 31 1. 0 311.0 311.0 311.0 311.0 3 1 1 .0 3 1 1.0 3 1 1.0 3 11.0 3 1 1 .0 311.0 3 1 1 .0 311 .0 3 11.0 311.0 311.0 3 1 1 . 0 3 1 1 . 0 31 1 .0 311.0 311.0 31 1 .0 3 1 1.0 3 1 1 .0 311.0 311 .0 311.0 311.0 31 1.0 3 1 1.0 311.0 311.0 31 1 .0 31 1 .0 31 1 .0 3 1 1 . 0 31 1 .0 3 1 1 .0 3 11.0 311.0 311.0 3 1 1.0 311 .0 31 1.0 311.0 3 1 1 . 0 311.0 311.0 311.0 311.0 31 1 .0 3 1 1. 0 311. 0 311. 0 311 .0 311.0 311.0 3 11. 0 3 1 1.0 311. 0 311.0 311.0 31 1 .0 311.0 311.0 311.0 311.0 311.0 31 1 .0 31 1 .0 31 1 .0 31 1 .0 31 1 .0 31 2. 0 312. 0 312. 0 312.0 312. 0 312. 0 3 1 2 . 0 312.0 3 1 2 . 0 3 1 2 .0 312.0 3 1 2 . 0 3 1 2 .0 312. 0 3 1 2 . 0 312.0 3 1 2.0 3 1 2 .0 31 2. 0 31 2 .0 31 2 .0 3 1 2 . 0 3 1 2 . 0 312.0 312.0 312.0 31 2 .0 312.0 3 1 2 .0 312.0 31 2 .0 3 12 .0 312.0 31 2 .0 312.0 3 1 2 . 0 312.0 31 2 .0 312 .0 3 1 2.0 312.03 12.0 312.0 3 1 2 . 0 312.0 3 12 .0 3 1 2. 0 312.0 312.0 31 2.0 31 2 .0 31 2 .0 31 2 .0 31 2.0 31 3. 0 31 3.0 31 3.0 313. 0 313 . 0 313 .0 313.0 3 1 3.0 3 1 3 . 0 3 1 3.0 3 1 3 . 0 313 .0 313.0 313.0 313.0 313.0 31 3 .0 3 1 3 .0 31 3 .0 313 .0 3 1 3. 0 313 .0 313.0 314.0 314. 0 314.0 314.0 314.0 31 4.0 314.0 314.0 3 1 4.0 314.0 3 1 4. 0 314.0 314.0 314.0 314. 0 3 1 4 . 0 31 4 .0 31 4 .0 31 4 .0 3 1 5 . 0 3 1 5 . 0 31 5.0 3 1 5 . 0 31 5.0 31 5 .0 31 5.0 315.0 315.0 315.0 3 15. 0 315 .0 315 .0 315.0315.0 3 1 5.0 3 15.0 3 1 5 . 0 3 1 5 . 0 3 1 5 . 0 3 1 5 .0 315.0 31 5.0 3 15. 0 315 .0 315.0 315.0 315 .0 31 5 .0 31 5 .0 315.0 315.0 3 1 6 .0 31 6.0 3 16. 0 316.0 316.0 316. 0 316 . 0 316.03 16 .0 316. 0 316.0 3 1 6 . 0 316 .0 316 . 0 316.0 31 6 .0 3 1 7.0 31 7.0317.0 317. 0 317. 0 317 .0 317.0 31 7.0 3 1 7 .0 317.0 31 7.0 3 1 7 . 0 317 .0 3 1 8 . 0 318.0 31 8 .0 3 18. 0 3 18. 0 31 8. 0 3 1 8. 0 318 .0 318.0 318.0 3 1 8 .0 3 1 8 .0 3 1 8.0 318.0 3 1 9 . 0 31 9.0 31 9 .0 319 . 0 3 19 .0 319.0 319 . 0 3 1 9 . 0 3 1 9 . 0 319.0 319.0 3 1 9 . 0 3 1 9. 0 31 9.0 319.031 9 .0 3 2 0.0 3 2 0.0 320 . 0 3 2 0. 0 320 . 0 32 0.0 320. 0 320.0 32 0. 0 32 0. 0 320. 0 320 . 0 320 . 0 3 20. 0 32 0.0 320.0 3 2 0.0 320.0 3 2 0 .0 320.0 320.0 320.0 320.0 320.0 3 2 0 .0 3 2 0 .0 32 0.0 32 0. 0 321.0 321.0 32 1.0 32 1.0 321. 0 321. 0 321. 0 321.0 3 2 1 .0 321.0 321.0 3 2 1.0 32 1.0 32 1. 0 3 2 2 . 0 32 2 .0 322 .0 3 22. 0 322. 0 322. 0 3 2 2. 0 322.0 322.0 3 2 2 .0 322.0 322.0 3 2 2 . 0 3 2 2.0 323.0 323 . 0 32 3 . 0 32 3. 0 323 . 0 3 2 3. 0 3 2 3.0 3 2 3 .0 3 2 3 . 0 323.0 323.0 3 2 3 .0 32 3 .0 32 3.0 32 3 .0 323 .0 3 2 4 . 0 32 4.0 324.0 3 24. 0 324. 0 32 4 .0 32 4. 0 3 2 4 . 0 324. 0 324.0 3 2 4. 0 32 4.0 3 2 4.0 324.0 32 4 .0 3 2 5 . 0 3 2 5.0 325 . 0 32 5 .0 32 5.0 32 5.0 32 5.0 3 2 5. 0 325 . 0 32 5 .0 3 2 5 . 0 3 2 5.0 325.0 3 2 5 .0 3 2 5 . 0 325.0 3 2 5. 0 32 5.0 3 2 5 . 0 32 5.0 325.0 3 2 5 . 0325.0 3 2 5 .0 326.0 326 . 0 3 2 6 . 0 32 6. 0 326. 0 3 2 6 .0 3 26. 0 3 2 6 .0 3 2 6. 0 3 2 6.0 3 2 6.0 326.0326.0 327.0 32 7 .0 3 27.0 327 . 0 327 . 0 32 7.0 3 2 7 .0 3 2 7 . 0 327.0 3 2 7.0 327. 0 327.0 3 2 8 .0 32 8.0 328.0 328 . 0 3 2 8. 0 3 2 8 . 0 3 2 8.0 3 2 8 .0 3 2 8 . 0 3 2 8 . 0 32 8 .0 3 2 9 . 0 329.0 329.0 3 2 9 . 0 329 . 0 3 29.0 3 2 9 . 0 3 2 9 . 0 329. 0 3 2 9 .0 3 3 0 .0 33 0. 0 33 0.0 33 0 .0 33 0. 0 330.0 330.0 330 . 0 330 . 0 33 0 .0 3 3 0 . 0 3 3 0 . 0 33 0. 0 3 3 0 . 0 3 3 0 . 0 3 3 0 . 0 3 3 0. 0 3 3 0.0 330.0 3 3 1 . 0 3 31. 0 3 3 1. 0 33 1.0 331. 0 3 3 1 . 0 3 3 1.0 331.0 3 3 1 . 0 3 3 1 .0 33 1. 0 3 3 1 . 0 332.0 33 2.0 332 . 0 33 2.0 33 2. 0 3 3 2. 0 33 2.0 332.0 3 3 2 . 0 3 3 2 .0 33 2. 0 3 3 3 . 0 333.0 33 3.0 33 3.0 333. 0 3 3 3.0 3 3 3. 0 333.0 333.0 3 3 3.0 333.0 334.0 3 3 4.0 334.0 33 4. 0 3 3 4. 0 3 3 4 . 0 334.0 334 .0 3 3 4.0 33 4 .0 33 4 .0 3 3 5 .0 3 3 5 .0 335.0 335.0 3 3 5 . 0 33 5. 0 33 5.0 335 . 0 335. 0 335 .0 335.0 3 3 5.0 3 3 5 . 0 33 5 .0 335 . 0 335.0 335.0 33 5 .0 335.0 33 5.0 33 6. 0 336.0 33 6. 0 336 .0 336 . 0 33 6.0 3 3 6.0 3 3 6 . 0 3 3 6 . 0 3 3 6 .0 337.0 337.0 337 . 0 33 7.0 337.0 337.0 3 3 7 .0 33 7. 0 337.0 337. 0338.0 338.0 338 . 0 33 8.0 338 . 0 3 3 8 .0 3 3 8 . 0 33 8.0338.0 3 3 8.0 339.0 339.0 339.0 339 . 0 339. 0 3 39. 0 3 3 9.0 3 3 9 . 0 3 3 9 . 0 339.0 3 3 9 . 0 339.0 33 9 .0 340.0 34 0.0 340.0 3 4 0 . 0 34 0 .0 340. 0 340.0 3 4 0. 0 340 . 0 340.0 34 0. 0 340 . 0 340.0 3 4 0.0 3 4 0 . 0 340.0 3 4 0 .0 340.0 3 4 0 . 0 3 4 0 . 0 3 4 0 . 0 340. 0 340.0 3 4 1 .0 341.0 341. 0 34 1.0 341.0 341.0 3 4 1 . 0 3 4 1. 0 341 . 0 34 1. 0 3 4 1. 0 341.0 3 42. 0 3 4 2 . 0 342 . 0 342.0 342 . 0 342.0 342.0 3 4 2 . 0 3 4 2 . 0 342.0 3 4 2 .0 34 2 .0 34 2 .0 342.0 342.0 3 4 3 .0 343 .0 343.0 343 . 0 3 4 3 . 0 343.0 3 4 3 .0 3 4 3.0 3 4 3 . 0 3 4 3. 0 3 4 3 .0 34 3 .0 34 4 .0 344.0 344.0 344 . 0 3 4 4.0 344.0 3 4 4 .0 3 4 4.0 3 4 4 .0 344.0 3 4 4 . 0 3 4 5 .0 3 4 5. 0 3 4 5. 0 345 . 0 345. 0 345 . 0 345 . 0 345 .0 34 5. 0 345.0 34 5 .0 3 4 5 . 0 3 4 5 . 0 3 4 5.0 345.0 345.0 345.0 3 4 6 .0 346.0 346. 0 3 4 6. 0 3 4 6 . 0 346.0 3 4 6 . 0 3 4 6 . 0 3 4 6 . 0 34 7.0 347.0 347. 0 34 7.0 347 .0 34 7. 0 3 4 7. 0 3 4 7 . 0 3 4 7 .0 3 4 8 .0 348 .0 348 . 0 348 . 0 3 4 8 .0 348.0 3 4 8 . 0 3 4 8. 0 348 .0 3 4 9 .0 349.0 349 . 0 349.0 349 . 0 349 .0 3 4 9. 0 34 9.0 3 4 9 . 0 3 5 0 .0 3 5 0 .0 350. 0 350 . 0 35 0. 0 3 5 0. 0 3 5 0 . 0 350.0 350 .0 3 5 0 . 0 3 5 0 . 0 3 5 0.0 35 0.0 3 5 0 .0 3 5 0 . 0 350.0 351 . 0 351. 0 3 5 1 . 0 351.0 3 5 1 . 0 3 5 1 . 0 351.0 352.0 352. 0 35 2 .0 352.0 3 5 2 . 0 3 5 2.0 3 5 2 . 0 353. 0 353. 0 3 5 3.0 353.0 3 5 3 . 0 3 5 3. 0 3 5 3 .0 354. 0 354. 0 3 5 4 . 0 35 4 .0 3 5 4 . 0 3 5 4 .0 3 5 4 .0 355.0 355.0 35 5. 0 3 5 5. 0 355. 0 355.0 355 . 0 355.0 3 5 5. 0 3 5 5 . 0 3 5 5 . 0 355.0 3 5 5 .0 3 5 5 .0 356.0 356 . 0 356.0 356.0 3 5 6 . 0 356.0 3 5 6. 0 357 . 0 357 . 0 3 5 7 .0 357.0 3 5 7 . 0 3 5 7 . 0 3 5 7 .0 358. 0 358.0 35 8.0 358 .0 358.0 3 5 8 .0 359. 0 35 9.0 3 5 9.0 359 .0 3 5 9.0 3 5 9 .0 360.0 36 0. 0 3 6 0. 0 360.0 3 6 0 . 0 360 .0 360.0 3 6 0 . 0 3 6 0.0 36 0 .0 3 6 0.0 36 0 .0 361 . 0 361. 0 3 6 1 . 0 361.0 3 6 1 . 0 361.0 3 6 1 .0 362.0 362 . 0 362.0 362.0 3 6 2. 0 362.0 36 2.0 363.0 36 3.0 3 6 3 . 0 36 3. 0 3 6 3.0 36 3 .0 3 6 3 . 0 364.0 364 . 0 3 6 4 .0 364 . 0 3 6 4 . 0 3 6 4.0 36 4 .0 3 6 5 .0 365.0 36 5.0 365.0 3 6 5 . 0 36 5 .0 365.0 365.0 3 6 5 . 0 3 6 5 . 0 36 5.0 365.0 3 6 5 .0 366.0 36 6. 0 3 6 6 . 0 366.0 366.0 366.0 3 6 6 . 0 367.0 367 . 0 3 6 7 .0 367.0 3 6 7. 0 3 6 7. 0 3 6 7 . 0 368.0 36 8. 0 3 6 8 . 0 368.0 3 6 8 . 0 36 8.0 36 8 .0 369.0 369.0 369.0 369.0 3 6 9 . 0 3 6 9 .0 370.0 370 . 0 3 7 0 . 0 3 7 0 . 0 3 7 0.0 37 0. 0 370.0 370.0 3 7 0 . 0 370.0 3 7 0 .0 3 7 0 . 0 370.0 371.0 371.0 3 7 1. 0 371.0 3 7 1 . 0 3 7 1 . 0 372.0 372. 0 3 7 2 . 0 3 7 2. 0 37 2.0 3 7 2 . 0 373.0 3 7 3.0 373 . 0 37 3 .0 3 7 3 . 0 37 3.0 37 4. 0 3 7 4 . 0 374.0 3 7 4. 0 3 7 4.0 375.0 375.0 375.0 3 7 5 . 0 3 7 5. 0 37 5 .0 375 .0 37 5.0 3 7 5 . 0 3 7 5 . 0 3 7 5 . 0 376.0376.0 3 7 6. 0 376.0 3 7 6 . 0 376.0 377.0 3 7 7. 0 377 .0 377 .0 3 7 7 .0 37 7.0 378.0 3 7 8 .0 37 8.0 37 8. 0 3 7 8.0 3 7 8.0 379.0 3 7 9 .0 379.0 3 7 9 . 0 379 . 0 380.0 380. 0 3 8 0 . 0 3 8 0 . 0 380.0 3 80.0 3 8 0 . 0 3 8 0 . 0 3 8 0 .0 3 8 0 .0 381.0 3 8 1 . 0 38 1.0 381 .0 3 8 1 . 0 381.0 38 2. 0 3 8 2. 0 382. 0 3 8 2.0 3 8 2.0 38 3.0 3 8 3.0 383 .0 3 8 3. 0 3 8 3 .0 384.0 3 8 4 .0 384 . 0 3 8 4 . 0 384.0 38 4 .0 385.0 385.03 8 5. 0 385 . 0 385 . 0 385 . 0 3 8 5 .0 38 5.0 3 8 5 . 0 38 6.0 38 6.0 3 8 6. 0 3 8 6. 0 387.0 3 8 7 . 0 387 .0 387.0 387.0 388.0 3 8 8. 0 38 8. 0 3 8 8 . 0 3 8 8 . 0 389.0 3 8 9 .0 389.0 3 8 9 . 0 390.0 390. 0 3 9 0 .0 3 90.0 39 0.0 3 9 0 .0 3 9 0 .0 3 9 0 . 0 391 . 0 391.0 3 9 1. 0 3 9 1 . 0 392.0 392.0 39 2.0 3 9 2 . 0 393 .0 393.0 393.0 3 9 3 . 0 394.0 3 9 4 . 0 394.0 3 9 4 . 0 395.0 3 9 5 . 0 3 9 5. 0 3 95 .0 39 5. 0 395 .0 3 9 5 . 0 3 96. 0 39 6.0 3 9 6.0 396 .0 397.0 3 97.0 39 7 .0 3 9 7 .0 39 7 .0 397.0 3 9 8 .0 39 8. 0 3 9 8 . 0 398.0 39 8 .0 399.0399.0 399.0 3 9 9 . 0 399.0 3 9 9 .0 3 9 9.0 39 9. 0 4 0 0 .0 400 . 0 400.0 40 0. 0 4 0 0 .0 F F F F F F C C C C F F C F Submitted 4/3/2020 NAD 8 3 / NA 2 0 1 1 M A T C H LI N E - L- S T A . 2 1 + 0 0 . 0 0 S E E S H E E T 4 GRAPHIC SCALE 0'100'100' WETLAND DENOTES FILL INFF TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN SHEET __ OF __ PERMIT DRAWING R E V IS I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SITE 2 SITE 3 SITE 2SITE 2 SITE 3 SITE 2 SITE 3 CLEARING DENOTES MECHANIZED* * * * ** * ** * * DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED 25' R A T- 1 -DR3- STA. 10+00.00BEGIN CONSTRUCTION 25' R TL -3 G R EU TL-3 GREU TL-3 GREU 15 " RCP NI C K S C R E E K L N R IPRAP I SF D WOODED CONTROL BOX G R N IC K S C R E E K NI CKS CR EE K GR NC 22 - 26' BST MTL MTL 6 0 .0 0 ' E XI STI NG R/ W E XI STI NG R/ W PUMP STATION RAW WATER W TTEOI EXISTING R/W WIFE, AMANDA L. VAN DE RIET CHRISTOPHER T. VAN DE RIET AND WOODED WOODED WOODED WOODED WOODED WOODED WOODED WOODED TOWN OF CARTHAGE WIFE, KATHLEEN T. PREVATTE KEVIN A. PREVATTE AND WIFE, KATHLEEN T. PREVATTEKEVIN A. PREVATTE AND TOWN OF CARTHAGE BM1 EXPOSED FOOTING DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED REMOVE 24 " RC P -IV SEE DETA IL A TOE PROTECT ION SEE DETAIL A TOE PROTECTION GRADE TO DRAIN w/SILLS 3 @ 12'x9' RCBC SEE CHANNEL DETAIL CLASS II RIP RAP SEE CHANNEL DETAIL CLASS II RIP RAP SEE DETAIL B SPECIAL CUT DITCH DRAIN GRADE TO SEE DETAIL B DITCH SPECIAL CUT DRAIN GRADE TO F F F F F F C C C C F F Submitted 4/3/2020 T I ;. ':...=i ;r, =i -:+t+f;--':+t-ttc- -':ft-(( J., ir LL ++;­.:2.-ttc­ f-----(f' rf;++'­::� u: (f;+t'­c::8-+f--­ -':ft-+f;--':ft-B'--":t+B'-c::8-++'­+A-ff'- - +-::= I 7 <l i:: L I - := E �7n �An AJ:iO AAO �An A?O 31n �nn 3@ 1--- ____ °'""--_ _,,,,,.,, .. ,...---- NW 21 22 A70 """"-AA.0 --- �"n 'l A.n AAO �?n 310 �nn 10 STA. 23+ 12 -L-12' x 9' RCB : W/SILLS SKEW 9 ELEV 31B 9 -----------------·---�.,,,-\ -.... .,,,. _____ . ... -- ; f-- = 309 .0 _/ � / - \1 SfV=30-4.8PE=0.5% 23 24 ------- 11 --��----,,;.:. ----- 25 -------- 12 -. �-- _,,, ----· �-�-�-�--------·- 26 �...!. :l.2.6Bi -)07. ----·- --· ( ----- 13 ------------ 27 -·-- � � --- 14 -·-- ------- 28 PERMIT SHEET i�..... _---:-;::,-_ � ------... -"---� ----·,��---I ',..._ --' ------,' -_, I', ,, � ', - '---' 15 16 17 ----i--------------- 29 30 DRAWING OF -- -- ' ..... ..........------'"---- 18 19 LEI . RIG PROJECT REFERENCE NO. SHEET NO. BR-0035 ROADWAY DESIGN ENGINEER """"-....._ ' --- 20 'T DITCH -··-··-··· f-/T DITCf-------- 6 HYDRAULICS ENGINEER 1-------- ··-··- ---- 21 AA.0 �"n 'lAn AAO �?n 310 �nn �70 �An AJ:iO �A.0 ��n A?O 31n A00 8 11 Submitted 4/3/2020 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 310 310 320 320 330 330 300 30022+50.00 310 310 320 320 330 330 300 30023+00.00 310 310 320 320 330 330 23+50.00 310 310 320 320 330 330 24+00.00 310 310 320 320 330 330 24+50.00 310 310 320 320 330 330 25+00.00 X-6BR-0035 -L- 5 10 WETLAND $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ PROJ. REFERENCE NO.SHEET NO.0 6 / 2 3 / 1 6 SHEET __ OF __ PERMIT DRAWING 3: 1 3:1 0.060 0.060 3: 1 3:1 0.060 0.060 3: 13: 1 3:1 0.060 0.060 313.06 3: 1 3: 1 3:1 0.060 0.060 313.93 3: 1 0.060 0.060 - D R 3 - T I E 3: 1 3: 1 3:1 0.060 0.060 315.57 9 11 Submitted 4/3/2020 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 330 330 340 340 350 350 320 320 16+50.00 330 330 340 340 320 320 17+00.00 330 330 340 340 320 32017+50.00 320 320 330 330 340 340 18+00.00 320 320 330 330 340 340 18+50.00 320 320 330 330 340 340 310 31019+00.00 X-4BR-0035 -L- 5 10 WETLAND (STA. 18+75 +/-) $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ PROJ. REFERENCE NO.SHEET NO.0 6 / 2 3 / 1 6 SHEET __ OF __ PERMIT DRAWING 3:1 3:1 4 : 1 0.060 0.060 334.84 3:1 3:1 4 : 1 0.060 0.060 332.52 3:1 0.060 0.060 - D R 2 - T I E 3: 1 3:1 0.060 0.060 3: 1 3:1 0.060 0.060 3: 1 3:1 0.060 0.060 10 11 Submitted 4/3/2020 Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 18+75 -L-Fill 0.050 2*21+75 -L-Fill 0.030 0.010 2 22+55 -L-Fill 0.010 3 23+12 -L-3@12'X9' RCBC 0.040 61 3 23+12 -L- Rt/Lt Bank Stabilization 0.043 0.021 90 45 TOTALS*:0.09 0.00 0.00 0.01 0.00 0.08 0.02 151 45 0 Revised 2018 Feb SHEET OF 67035.1.1 March 2020 MOORE COUNTY NC DEPARTMENT OF TRANSPORTATION BR-0035 Rounded totals are sum of actual impacts NOTES: *Total take of would be an additional 0.01ac WETLAND AND SURACE WATER IMPACTS SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS DIVISION OF HIGHWAYS Submitted 4/3/2020