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20200702 Ver 1_401 Application_20200527
DWR mrlslon of Water Resources Pre -Construction Notification (PCN) Form April 11, 2020 Ver 3.1 Initial Review Has this project met the requirements for acceptance in to the review process?* r Yes r No Is this project a public transportation project?* C Yes r No Change only if needed. BIMS # Assigned 20200702 Is a payment required for this project?* r No payment required r Fee received r Fee needed - send electronic notification Reviewing Office * Washington Regional Office - (252) 946-6481 Information for Initial Review 1a. Name of project: DSR NO. 37-03-18-5038-336; HADDOCK SITE 1a. Who is the Primary Contact?* JONES COUNTY 1b. Primary Contact Email:* KSMITH@JONESCOUNTYNC.GOV Date Submitted 5/27/2020 Nearest Body of Water TRENT RIVER Basin Neuse Water Classification C;Sw, NSW Site Coordinates Latitude: 35.085 A. Processing Information County (or Counties) where the project is located: Jones Is this a NCDMS Project r Yes r No Longitude: -77.366139 Is this project a public transportation project?* r Yes r No 1a. Type(s) of approval sought from the Corps: r Section 404 Permit (wetlands, streams and waters, Clean Water Act) W Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Version#* 1 What amout is owed?* r $240.00 r $570.00 Select Project Reviewer* Robert Tankard:eads\rbtankard 1c. Primary Contact Phone:* (252)448-2341 L.1 1b. What type(s) of permit(s) do you wish to seek authorization? W Nationwide Permit (NWP) r Regional General Permit (RGP) r Standard (IP) 1c. Has the NWP or GP number been verified by the Corps? r' Yes r No Nationwide Permit (NWP) Number: NWP Numbers (for multiple NWPS): 1d. Type(s) of approval sought from the DWR: r 401 Water Quality Certification - Regular r Non-404 Jurisdictional General Permit r Individual Permit 13 - Bank Stabilization 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: F- 401 Water Quality Certification - E)press P Riparian Buffer Authorization 1f. Is this an after -the -fact permit application?* r- Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r- Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r- Yes r- No Acceptance Letter Attachment 1h. Is the project located in any of NC's twenty coastal counties? r- Yes r No 1j. Is the project located in a designated trout watershed? r- Yes r No B. Applicant Information 1d. Who is applying for the permit? r Owner W Applicant (other than owner) le. Is there an Agent/Consultant for this project?* r Yes r No 2. Owner Information 2a. Name(s) on recorded deed: WILLIAM MICHAEL HADDOCK 2b. Deed book and page no.: DB355, PG 825 2c. Responsible party: SOIL & WATER CONSERVATION DISTRICT, JONES COUNTY 2d.Address Street Address 110 A SOUTH MARKET STREET Address Line 2 city TRENTON Postal / Zip Code 28585 2e. Telephone Number: (252)448-2341 2g. Email Address:* KSMITH@JONESCOUNTYNC.GOV State / Rwince / Ifgion NC Country USA 2f. Fax Number: r- Yes r No r Yes r No 3. Applicant Information (if different from owner) 3a. Name: JONES COUNTY 3b. Business Name: SOIL & WATER CONSERVATION DISTRICT 3c.Address Street Address 110 A SOUTH MARKET STREET Address Line 2 (Sty State / Province / Region TRENTON NC Postal / Zip Code Country 28585 USA 3d. Telephone Number: 3e. Fax Number: (252)448-2341 3f. Email Address:* KSMITH@JONESCOUNTYNC.GOV 4. Agent/Consultant (if applicable) 4a. Name: JOE AVOLIS, PE, PLS 4b. Business Name: AVOLIS ENGINEERING, PA 4c.Address Street Address 5405 MORTON ROAD Address Line 2 (Sty State / Province / Region NEW BERN INC Postal / Zip Code Country 28562 USA 4d. Telephone Number: 4e. Fax Number: (252)633-0068 4f. Email Address:* AVOLISENG INEERING@EMBARQMAIL.COM Agent Authorization Letter* AGENT AUTHORIZATION LETTER.pdf 69.06KB C. Project Information and Prior Project History u 1. Project Information 1b. Subdivision name: (d appropriate) 1c. Nearest municipality / town: TRENTON 2. Project Identification 2a. Property Identification Number: 2b. Property size: 448899099200 5.64 2c. Project Address Street Address Address Line 2 city State / Province / Region Postal / Zip Code Country 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* TRENT RIVER 3b. Water Resources Classification of nearest receiving water:* C;Sw, NSW 3c. What river basin(s) is your project located in?* Neuse 3d. Please provide the 12-digit HUC in which the project is located. 030202040204 4. Project Description and History 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 STRICTLY RESIDENTIAL USE - ONE SINGLE FAMILY RESIDENCE. THE GROUND SURFACE IS FREE OF VEGETATION AND CONTAINS PRIMARILY RUBBLE AND LIGHT GRAVEL. 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) Site No. 3_Haddock_USGS.pdf 47.66MB 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) Site No. 3_Haddock_Soil_Anno.pdf 423.22KB 4f. List the total estimated acreage of all existing wetlands on the property: 0 4g. List the total estimated linear feet of all existing streams on the property: 2460 4h. Explain the purpose of the proposed project:* STABILIZE THE EXISTING TRENT RIVER SHORELINE IN ORDER TO PROVIDE PROTECTION FOR A RESIDENTIAL STRUCTURE. 41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* PROJECT WILL CONSIST OF STABILIZING THE EXISTING SHORELINE THAT WAS ERODED BY HURRICANE FLORENCE. THE WORK WILL BE CONDUCTED WITH RIP RAP STABILIZATION. EQUIPMENT TO BE USED CONSIST OF EXCAVATOR, MINI TRUCK LOADER AND DUMP TRUCK. 4j. Please upload project drawings for the proposed project. Site No. 3_Haddock.pdf 1.24MB 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes G No O Unknown Comments: 5b. If the Corps made a jurisdictional determination, what type of determination was made?* r Preliminary r Approved r 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: AVOLIS ENGINEERING, PA Other: Sd1. Jurisdictional determination upload 6. Future Project Plans 6a. Is this a phased project?* r Yes r 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? D. Proposed Impacts Inventory 1. Impacts Summary 1a. Where are the impacts associated with your project? (check all that apply): r Wetlands W Streams -tributaries P Buffers r Open Waters r Pond Construction 3. Stream Impacts ❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact (?) Jurisdiction* length* __] S1 SHORELINE STABILIZATION Permanent Stabilization TRENT RIVER Perennial DWR 58 186 Aver�e(feet) (linearfeet) 3i. Total jurisdictional ditch impact in square feet: 0 3i. Total permanent stream impacts: 31. Total temporary stream impacts: 186 0 3i. Total stream and ditch impacts: 186 3j. Comments: 6. Buffer Impacts (for DWR) 6a. Project is in which protect basin(s)? Check all that apply. 17 Neuse r Tar -Pamlico r Catawba r Randleman r Goose Creek r Jordan Lake r Other 6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact RIP RAP P TRENT RIVER No 5,615 0 RIP RAP P TRENT RIVER No 162 0 6h. Total buffer impacts: Zone 1 Zone 2 Total Temporary impacts: 0.00 0.00 Zone 1 Zone 2 Total Permanent impacts: 5,777.00 0.00 Zone 1 Zone 2 Total combined buffer impacts: 5,777.00 0.00 6i. Comments: Supporting Documentation E. Impact Justification and Mitigation 61 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: RIP RAP EROSION CONTROL MEASURES ARE PLANNED TO CORRECT ERODED STREAM BANK CONDITIONS INCLUDING DESTROYED VINYL BULKHEAD SECTIONS DUE TO HURRICANE FLORENCE. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: WORK WILL BE CONDUCTED FROM STABLE UP SLOPE POSITIONS. 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? r Yes r No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? r Yes r No What type of SCM are you providing? r Level Spreader r Vegetated Conveyance (lower SHWT) r Wetland Swale (higher SHWT) r Other SCM that removes minimum 30 % nitrogen W Proposed project will not create concentrated stormwater flow through the buffer Diffuse Flow Documentation 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* r Yes r No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? r Yes r No Comments: 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?* r Yes r No 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 (NEPA/SEPA)?* r Yes r No Comments: INVOLVES THE USE OF PUBLIC FUNDS ON PRIVATE PROPERTY. 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)? * r Yes r No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* r Yes r No 3b. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r No r WA 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?* r Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* r Yes r No 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. Is another Federal agency involved?* r Yes r No f Unknown 5e. Is this a DOT project located within Division's 1-87 r Yes r No 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? r Yes r No 5g. Does this project involve bridge maintenance or removal? r Yes r No 5h. Does this project involve the construction/installation of a wind turbine(s)?* r Yes r 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.? r Yes r No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? US FISH AND WILD LIFE SERVICE WEBSITE Consultation Documentation Upload 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* r Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* NOAA ESSENTIAL FISH HABITAT MAPPER 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?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* NCSHPO HAS VISITED THIS SITE 7c. Historic or Prehistoric Information Upload 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-yearfloodplain?* r Yes r No 8b. If yes, explain how project meets FEMA requirements: N/A -SHORELINE STABILIZATION ONLY. 8c. What source(s) did you use to make the floodplain determination?* NC FRIS Miscellaneous Comments Miscellaneous attachments not previously requested. Signature * W By checking the box and signing below, I certify that: • 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: Joseph C. Avolis, PE, PLS Signature v u c7.w1—G'C3"o`er. sl!k ' Date 5/27/2020 May 26, 2020 To Whom It May Concern, Please acknowledge that Joseph Avolis of Avolis Engineering, P. A. has been granted rights to sign in order to obtain permits for Jones County stream bank stabilization projects to be performed under the Emergency Watershed Protection program. Please contact Joseph Avolis if you have questions or need additional information regarding this project. Sincerely, Kyle Smith Natural Resource Conservationist Jones Soil & Water Conservation District 252.617.8497 JONES SOIL & WATER 110A Market Street Trenton, NC 28585 ―│―│―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│―│―│ ―│―│ ―│ ―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│ 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River M u s s e l s h e l l C r T r e ntRiverLon g B r M illR u nMusselshellCr M illRunBeaverdamCrLittleHellCr C r o o k e d Ru n Trent River Trenton IslandBranchSwamp QuakerBridge Olivers GreatDoverSwamp White OakPocosin 77 78 79 80 81 82 83 84 85 86 87 88 76 3889 000mN 77 78 79 80 81 82 83 84 85 86 87 88 3876000mN 89 85 86 87 88 89 90 91 92 9384 294 000mE 85 86 87 88 89 90 91 92 93284000mE 94 35.0000° 35.1250° -77.3750°-77.2500°35.1250° 35.0000°-77.2500°-77.3750° QUADRANGLE LOCATION TRENTON QUADRANGLENORTH CAROLINA7.5-MINUTE SERIES TRENTON, NC 2019 Expressway Local Connector ROAD CLASSIFICATION Ramp 4WD Secondary Hwy Local Road Interstate Route State RouteUS RouteWX./H U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.A metadata file associated with this product is draft version 0.6.18 CONTOUR INTERVAL 5 FEETNORTH AMERICAN VERTICAL DATUM OF 1988 SCALE 1:24 000 1000 500 0 METERS 1000 2000 21KILOMETERS00.51 1 0.5 0 MILES 1 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET × Ø GN MN 1°20´ 24 MILS 9°59´ 177 MILS UTM GRID AND 2019 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET TD Grid Zone Designation 18S U.S. National Grid100,000 - m Square ID NORTHCAROLINA 1 Dover 8 Maysville 2 Cove City3 Jasper4 Phillips Crossroads5 Pollocksville6 Jacksonville NW7 Jacksonville NE ADJOINING QUADRANGLES 4 1 86 3 7 2 5 Imagery.....................................................NAIP, June 2016 - November 2016Roads......................................... U.S. Census Bureau, 2016Names............................................................................GNIS, 1980 - 2019Hydrography...............................National Hydrography Dataset, 2004 - 2018Contours............................................National Elevation Dataset, 2015Boundaries..............Multiple sources; see metadata file 2017 - 2018 Wetlands.................FWS National Wetlands Inventory 1981 - 1982 North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid:Universal Transverse Mercator, Zone 18S Produced by the United States Geological Survey This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands.*7643016379293*NSN.7643016379293NGA REF NO.USGSX24K45616 Mk Mk AnB Mu KeA Jo Haddock Soil Map Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community, Esri, HERE, Garmin, (c) OpenStreetMap contributors, and the GIS user community Soils W Pa Jo Mu Mk AnB KeA KaA Parcels 5/26/2020, 9:59:55 AM 0 0.06 0.120.03 mi 0 0.1 0.20.05 km 1:4,514 State of North Carolina DOT | State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA, USGS | State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA | NE vK�RY R��ER `A NO. DESCRIPTION BY DATE Revisions HURRICANE FLORENCE RECOVERY MEASURES JONES COUNTY, NC HADDOCK SITE DSR No. 37M03ml 8M5038M336 Ac my rn� INDEX OF DRAWINGS m " SHEET COUNT SHEET N0. TITLE 1 OF 6 CS COVER SHEET VICINITY MAP NOT TO SCALE 2 OF 6 Cl EXISTING CONDITIONS & DEMOLITION PLAN 3 OF 6 C2 SITE LAYOUT PLAN 4 OF 6 C3 SITE GRADING PLAN 5 OF 6 C4 SITE CROSS SECTIONS MARINE CONSTRUCTION NOTES: 6 OF 6 C5 DETAILS 1. THE CONTRACTOR SHALL MANAGE AND CONTROL ACTIVITIES TO MINIMIZE INTERFERENCE WITH AND DAMAGE TO FISH AND WILDLIFE. THE CONTRACTOR'S OPERATION SHALL NOT DISTURB FISH AND WILDLIFE BEYOND THE LIMITS OF CONSTRUCTION. 2. THE PROJECT AREA IS LOCATED WITHIN AN AREA OF ENVIRONMENTAL CONCERN. SIGNIFICANT NATURAL RESOURCES EXIST AT AND ADJACENT TO THE AREAS OF WORK. DISTURBANCE WITHIN THESE AREAS ARE CONTROLLED BY VARIOUS REGULATORY AGENCIES. DISTURBANCE WITHIN THESE AREAS SHALL BE LIMITED TO THOSE AREAS REQUIRED TO ADEQUATELY COMPLETE THE WORK. 3. WETLAND AND RIPARIAN BUFFER AREAS EXIST ON THE ADJACENT SHORELINE AREAS. THESE AREAS SHALL NOT BE DISTURBED IN ANY MANNER, UNLESS CONSTRUCTION IS DESIGNATED TO OCCUR WITHIN THESE AREAS. GENERAL CONSTRUCTION NOTES: 1. CONSTRUCTION OPERATIONS SHALL BE COMPLETED IN COMPLIANCE WITH ALL STATE AND FEDERAL REGULATIONS AND AS SPECIFIED. 2. THE PLANS DEPICT THE GENERAL INTENT OF CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES OUTSIDE THE LIMITS OF CONSTRUCTION. ANY ITEM DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR REPLACED WITH NEW. 3. ADJACENT STRUCTURES AND UTILITIES MUST REMAIN IN OPERATION DURING CONSTRUCTION ACTIVITIES. EXISTING ROADS SHALL REMAIN OPEN AND ACCESSIBLE BY VEHICULAR AND PEDESTRIAN TRAFFIC. THE CONTRACTOR SHALL PROVIDE BARRICADES, LIGHTS, SIGNAGE AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) IF NEEDED. 4. THE CONTRACTOR SHALL PROVIDE FENCING, BARRICADES OR OTHER PROTECTIVE DEVICES TO MAINTAIN A SECURED AND SAFE WORK AREA AT ALL TIMES. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS ON THE SITE AND ANY UTILITIES IN THE AREA. THE CONTRACTOR SHALL DEVELOP A PLAN OF CONSTRUCTION THAT ENSURES ALL ACTIVITIES ARE COMPLETED IN A SAFE MANNER. PROVIDE ANY TEMPORARY SHORING, SHEETING OR SUPPORT REQUIRED TO COMPLETE WORK IN A SAFE MANNER. 6. COMPLETELY REMOVE ALL STRUCTURES AND MISCELLANEOUS ITEMS, BOTH ABOVE GROUND AND BELOW GROUND. 7. ALL EXCAVATIONS CREATED BY CONSTRUCTION ACTIVITIES SHALL BE BACKFILLED WITH COMMON FILL, UNLESS OTHERWISE NOTED, SHALL BE GRADED TO CREATE POSITIVE DRAINAGE, AND SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. GRAVEL AND PAVED SURFACES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. 8. ALL EROSION CONTROL FEATURES SHOWN SHALL BE INSTALLED PRIOR TO CONSTRUCTION ACTIVITIES STARTING. 9. ANY FILL OR RIP RAP MATERIAL REQUIRED TO ESTABLISH THE FINISH GRADES SHOWN SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW PIT. ANY EXCESS SOIL MATERIAL GENERATED FROM CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR. 10. IF DURING CONSTRUCTION, ANY SOILS ARE ENCOUNTERED THAT ARE SUSPECTED OF BEING CONTAMINATED, WORK SHALL CEASE AND THE ENGINEER SHALL BE CONTACTED FOR RESOLUTION. UTILITY CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL SECURE THE SERVICES OF A PROFESSIONAL UTILITY LOCATE CONTRACTOR TO MARK ALL EXISTING UTILITIES IN THE AREA OF WORK. UTILITY MARKINGS SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES. 2. ALL UTILITY LINES TO REMAIN SHALL REMAIN ACTIVE AND SHALL BE PROTECTED DURING CONSTRUCTION ACTIVITIES. 3. EXISTING UTILITIES SHALL NOT BE INTERRUPTED WITHOUT THE APPROVAL OF THE ENGINEER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE, TO ORIGINAL CONDITION, ANY UTILITIES DAMAGED DURING CONSTRUCTION ACTIVITIES FROM THE CONTRACTOR'S OPERATIONS. 5. ALL COSTS ASSOCIATED WITH LOCATING, DISCONNECTING ABANDONING AND CAPPING OF UTILITY LINES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SPECIAL SEEDING NOTE REGARDING AREAS NOT RECEIVING RIP RAP: CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES STEEPER THAN 3:1 MUST BE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, AND MUST BE PLANTED. NOTE: 1. NO WETLAND AREAS ARE LOCATED WITHIN THE PROJECT WORK LIMITS. 2. PROJECT DRAINS TO THE TRENT RIVER, CLASS C; Sw,NSW, STREAM INDEX 27-101-(1). CIVIL LEGEND EXISTING DESCRIPTION NEW IN 0 CO TPED ® m co-� 0* —D— — ---OHE--- ---UGE--- ---UGC--- X C C C C 0 x 5.00 -25- - S WATER VALVE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM DRAIN DROP INLET FIRE HYDRANT COMMUNICATIONS PEDESTAL UTILITY POLE/POLE WITH LIGHT GUY WIRE SANITARY SEWER (GRAVITY) STORM SEWER DOMESTIC WATER OVERHEAD ELECTRICAL UNDERGROUND ELECTRICAL UNDERGROUND COMMUNICATIONS FENCE CONCRETE ASPHALT GRAVEL SURVEY CONTROL POINT SPOT ELEVATIONS CONTOUR LINES TREE TREE LINE / CLEARING LIMIT SILT FENCE SOURCE/DESTINATION UNKNOWN SIGN DEMOLITION ITEMS 0 co S w - ... ..... SLT..- I ABBREVIATIONS APPROX. APPROXIMATE/APPROXIMATELY CJ CONTRACTION JOINT CL, C/L CENTER LINE CF CUBIC FEET CONT. CONTINUOUS CONC. CONCRETE DIA, 0 DIAMETER DI (STORM DRAIN) DROP INLET DMH DRAINAGE MANHOLE EL=, ELEV ELEVATION E: EASTING ELEC. ELECTRIC; ELECTRICAL ETC. ET CETERA EX., EXIST. EXISTING FES FLARED END SECTION FH FIRE HYDRANT INV INVERT MAG MAG NAIL (CONTROL) MAX MAXIMUM MIN MINIMUM N: NORTHING NO./# NUMBER PIV POST INDICATOR VALVE PVC POLYVINYL CHLORIDE (PIPE) RCP REINFORCED CONCRETE PIPE SMH SANITARY SEWER MANHOLE SF SQUARE FOOT/FEET SLT SILT FENCE TBM TEMPORARY BENCHMARK TYP. TYPICAL uj . O Oz .. Z I-QLU m •-Z 'j J � U 0f a. cn o 0 0 U O Z w CD w U Q 0 Zct W W L Z N o0 c0 C7�zo z� W Lr) z U)OW� _Jmm� Oo�CN > .W= QnzCL W Q W Lu � U > W Z H 0HW U E- W fr_ 0 Z) W Woo O� Z 0U � W Q W 0 O=Z U � O LL W Z Q Vcif o ZD cs 20011 SHORELINE 2.47 SHORELINE FLOW EXISTING CONDITIONS & DEMOLITION PLAN SCALE: 1 " = 10' 23.32 WORK AREA V N=48991'8.92 E=2488768.22 I I I I I\120\22 112 1 I 16 1 1 \ \�\�/ 110 Ik 24.�\\TOP OF BANK 4 6 ---- I 1 1 I I \ XT� _ - -2� �.b4/ \ 22 9 i� X 24.81 1 3.61\ j NORMAL WATER LEVEL 24.95 STAIRS 100 0--) 2 I1 \1 O I \\ \\ 24.99 i i I I I � � � � �� I I ( � 1 I I \ \ � /�� / 2.,.22 �.1\ 11 I I I 3.\8 25/08 / CONCRETE WALK 2 .0 WORK AREAS 2�50 OVERHANGING STRUCTURE 24.1 4 I 1 1.99X \ 2P. l �.44 2.3� EXISTING RESIDENTIAL I I STRUCTURE 23.7 X 2.15< IIII \ 11 11 \,\1 1 � .3� II I I II � ` � III II • I I I I I I 1 1111111 11 11 1 II � � I I 1 1 1 1 I I I I I I I I I I I I I co X112.I2 II II,II1I I I I i I 1 1 1 4 1 I .71 rn `I co \ II IIIII II II IIII I II I { I j I I OVERHANGING STRUCTURE 5 X 1.92 �.�8 I I I I I ( I { I III �// IIII 11 I f I l /I I I I I I WORK AREA I l I I I I I II I II I i t I I I 2 .91 WORK AREA \\ I I I I I I I I IO.g8 \I \ \\ \ \ \ \ \ \ \ \ 23.39 TOP OF BANK GRAVEL DRIVE -� X2�/\� \ < I\\ 1\ 3 i4 4\3 \ I 1 IIII 1 •, ZONE 2 -RIPARIAN BUFFER 1X 9. 9 � ��I IIII I I I II �1\\11 �I11 I III 2 I I I \ \\\\\�� 1 1 23.23 I I I 1 1 I 10.�4 I I � � \ I I X 1��8I I i l l� , I X 112.65 X114.� I 22K X53 \ \\ \\ 111( / 9\7\ \\ \,1\\I 14.39 / / I I { I I I 2.94 1.41 ` \ \ / I ( 22.�6 /` 1 l 1 1 \ \ \ \\ \ \ X J�.7b \ 4 , , \ \ \ \ 1 WORK AREA IIII I I I 1 1 1 \ \ \ \t � � � �, I I� I I 1 1 1 \ \ \ \ \ \1•i . IIII I I I I 14 36 \ \ \ \ \ \ \1 C13 i X�1211 II I�II`111111 11 1 \ \ \ \ \ I 11 1 1 1 1 \ \ Ul I I \\ \\ 1 1 1 1 1\ I \ \ \\ 1 I V21 98 m WORK AREA I I I I I I 1 1 1 1 I ) I I ' \\ �i i IIIII I I I 114.29\1.83/ ZONE 1- RIPARIAN BUFFER </ \�\��\� I I I I I I� I / / / J 1 1• NORMAL WATER LEVEL �� I III I �� / / / XIS 1.13 7.5' � I/ 1 1212f11�I�-I I II4 I I I /' I I I r/ � • 2 N ;11 I I TOI P OF BANK 20 1 10 .2 4 161g .72 8 WORK AREA X 2.241 N=489711.83 X 1.91 E=2488780.94 TBM "IRS" OIL EL.=21.45 N=490047.947 E=2488744.114 * 16.59 I / I/I �2-3.32 \ _ 1 - - �1111I1lI SITE CONTROL SCALE: 1 " = 20' TBM "IRS" EL.=23.67 `r N=489936.101 E=2488768.963 I I r� I I -J N (4 GENERAL CONSTRUCTION NOTES: 1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL UTILITIES DURING UNDERCUT AND BACKFILL OPERATIONS. 2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY. 3. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEE DETAIL B, SHEET C5. DEMOLITION WORK ITEMS (THIS SHEEn 1O DEMOLISH AND REMOVE REMNANTS OF EXISTING BULKHEAD. 20 DEMOLISH AND REMOVE REMAINING HOG SLAT DOCK DECKING PANELS. O3 REMOVE RUBBLE GREATER THAN SIX INCHES IN DIAMETER AND ANY DEBRIS. ® PROTECT EARTHEN EMBANKMENT FORMED BY EROSION UNDER STRUCTURE FROM SUBSIDENCE DURING CONSTRUCTION. PROVIDE COMPACTED SELECT FILL AGAINST EMBANKMENT. I, JOSEPH C. AVOLIS, PE, PLS , CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY: • CLASS OF SURVEY: CLASS A • POSITIONAL ACCURACY: HORIZONTAL: 0.017' • VERTICAL: 0.027' • TYPE OF GPS FIELD PROCEDURE: NC CORS NETWORK VRS • DATE(S) OF SURVEY: FEBRUARY 26, 2020 • DATUM EPOCH: NAD83 & NAVD88 • PUBLISHED/FIXED-CONTROL USE: NC CORS VRS • GEOID MODEL: GEOID 2012B • COMBINED GRID FACTOR15i: 0.99989233 • UNITS: US SURVEY FEET C A R 0 f®® PROF SI AL LAN6 SURVEYOR • SEA L L-5308l�to� L-5308 = LICENSE NUMBER �FPH c . ' P\\O 10 0 5 10 20 20 0 10 20 40 GRAPHIC SCALE: 1" = 10' GRAPHIC SCALE: 1" = 20' 0 N O Z z j_ 10 Q m U z � J � 0-�Qf C co r- 0 U 0 z w z w U J Q z W w L Z N 00 Co coz ? zL w�z� J . LU m N 0 m � >0w < 0-ZC U W z Q U) Q W zO WU z 0 O � � p U Cn W 0 0 cn U C) U Z znC/) 0 W Q W F-- o=z o 0 0 z 1 0 W C) z Q Z U �-_- w Cn ry x W C1 20011 SHORELINE N SITE LAYOUT PLAN SCALE: 1 " = 10' 2.47 2.13 SHORELINE 123.32 \ EDGE OF RIP RAP \\\\\\I l I l l l l I I I I 1\\\ N=489910.59 I I I 1 1 1 1 I 1 I I I I I I \ 24.3 E= 2488770.58 \ 11 1 1 I I I I II II I I q l%0o\\ X 1 g7--� x�64 //I J Q 1010100\ \p0bY0 31 00 01°b3.61 °OgC�gO� 29 (;5)blP/O'01 °/O OI 01 11111`I`\ Ql�j o O ql o o 4 Q b o p � / EDGE OF RIP RAP �C� .� b O O N489893.73 11 2 / E=2488776.68 801°�0`d,\0-�ox 0 II STAIR STRUCTURE �OI°�j�0\O 2 \219 �j O1010 Q�0 C� b \ / \ \\ I O `OQOlO CA ` I / /�\ / 25.22 d OIPO O \ 25/08 \ p b G QQO\ O J O(� OIQ O O 24.0 \ III boodx�b \0 0%0\Q \ \ \� / 9 .ao o °°10,\° ° /0Q Co °101° IO °Q I II II I I OVER HA NGING STRUCTURE Q /000I`0O0 O O O\ 24.1 000b°�bo00b0 00I06\00U0QQ1.99X Q°°°\ EDGE OF RIP RAP g0 N=489860.10 Q ,B00I E= 488775.55�00 IIII O� O\ O C) OI° O °I C° O I I EXISTING RESIDENTIAL b � 1Ip I 1I 1 1 \ I II\I \ I\ 1 \I I 1 I I 1 I' 1 I j 1 � I � 33 0f°I o0 oQg060STRUCTUf to 101 O�O O Q O O Oc0 II\\\\bO a bb 0 Id 0 C�0 ObQ6 237 X 2.15< V \0 O 0lo loo op °d �td�oobl° Qoo lo0� I XI\ ob� cq1o$O110100 Q°i0°Ib0o°$°Q80166010 oom°°H Q p 060 oto do 01010I .71 Fri Q°°IO d001 ph I 0 co 1 2 )Qgool0Q0110I OVERHANGING STRIo QlC5dQ01 ° ba°°°4°b 2. 5 X 1.92 b0°pObQC 0ooc lo4°ob0QCIO 0 Qo 23.9160 o°doQ3 8�d\O 0 \O Q O \o obC\o° \v°°0gP\ q I0�6�0 °bQ\ O Q 0 10 O (D 0\0\0 23.39 bb\o 2 C)\0o°°O \O X �Q1 O0b b O 0d° ° g° 10 qp10O OIdI EDGE OF RIP RAP Qp00 0 0 b 0 to N=489789.26 A 100 O O O E=2488779.55 1 i lObb1O�obtol dobo OO d \0 23 X 24.81 ,-_ GRAVEL Dti 24.95 RIVE 24.99 Oq \ O I l ` I P i � - 2 \_ ` � i / / O O O ZONE 2RIPARIAN BUFFER ofCq�°�K X 6p I I I 0 0 Qb°0obo/o/00� d0 �bOO dd V bi0 2250/0o0 b EDGE OF RIP RAP' N=489769.77 9\7\ ° QOO/O 2.94 1E=2488786.07 Q p 0/ o p\ Ib O0/OC/O /0 O Q 0 (0 22.5� O OI� O O\0 0 0 qb 0 0 0h�0\0\. O q O \Obb\ X �.7 o090o0bo°P OQO�d\O qIG O O q0\Ob0o\p01q,o00\0d0 PV0,0o\o 2 p°\ob Xo°o\0d o o°Pb\� 1. \ I Q\ m O\ \ O 1 21.98 d I g d o�o p4o b l• \ 1 IbolI O� lol bQ pbQ d/00OQ0oX.8 lo1I0°yO°/ O I ' \ EDGE OF RII RAP < b/O 00 oO¢ a N=489728.7P2 O 0 E = 24 8 8 7 8 8 .32 / o O O d \\ \ \\\I 01C�ca0ID gn)QObO0C/0 21,13 \ � I Il I I GHQ ICI 4 Q b Q� ZONE 1- RIPARIAN BUFFER 1 X12�2� I I PI i b10 OQ � O/ Olq�l O O 4 d 0/O �O$ EDGE OF RIP RAP 22Jl / 1 1 1 I O O N=489713.13 I III / I I I/ E=2488781.19 1 IIII II 1IIIIII��/ / 1 II I i /20.72 1 X 2.24 X 1.91 GENERAL CONSTRUCTION NOTES: 1. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEE DETAIL C, SHEET CG501. NEW WORK ITEMS (THIS SHEET) 0 CONSTRUCT RIP RAP TO FOLLOW NORMAL WATER LEVEL (NWL), SEE DETAIL SHEET C5 FOR PLACEMENT. 0 CONSTRUCT RIP RAP ARMORING IN ACCORDANCE WITH DETAIL SHEET C5. 31 VEGETATE AREA ABOVE RIP RAP TO TIE INTO EXISTING STABILIZED AREAS. 10 0 5 10 20 GRAPHIC SCALE: 1" = 10' NOS • O Z Z F- Q m Z "7) J w o 0 CD 0 0 c� 0 z w z w U Q Z Lu W L Z N 00 -9�z� Z L W V z m �OL�� Jmm� >0 Qa.Z� Cl) W U) Q W � U Z W z Q O t= >- 0- W Z �" w00 0 C) C) Q WU)J � = Z Fw- 0 0 U) W Z Q C) C2 20011 TRENT RIVER SHORELINE x 2.47 KN lFLOW 13ELSI: TRENT RIVER SHORELINE N SITE GRADING PLAN SCALE: 1 " = 10' x 2.13 \11�I �I\I IIII 23.32 \22\ I III\ 20 \ \ \ �� 3.1 23.86 I x .05 " .04 GS 114 1118%4 \ \ GS__GS 1121l� \ 2 I I \ \ \ ���I811 1�I I I .2\ --- \ 4 6 1 1 1 I 1 1 1 I I \ 4 ) I 1 1 1 \\ 5 2- - x 64/ I I I li \ \\ \\ \ v/ x�� I \</ / l 1 I.4 6. 8\ \ I \ I I I 1 x 2 94� 24 x 24 .GS 05 " .06 GS III\\\ \\\\\\ I x /� (2 3 �.5 1 1 ,7 x 161 s 16 II STAIR STRUCTURE 1 24 E.28 x 24.26 24.17 I 6S " GS - I Ix 1 411 I\ \ 25.22 �. 1\ 1+ I I Ix 3. 8\ I \ 25A8 } II II \ 2 1 I I \ I / 1 \ \ \ I \ 0 \ . �I nE o I I 8 / / II I \\ I I \ OVERHANGING STRUCTURE 24.1 1.99x jlll t\X 13152 I I\ \\ I I\ 5 / //� // 2. 1 \ B I 1- \ 4 11 . 1 8/ 3 I I 1 11 .3 1 I EXISTING RESIDENTIAL IIII \\\ \ I I I I I I I I STRUCTURE / I\\\\ I I 1 I I I 11 I I 23.7 x 2.15<V. N\\\\ I I I I 1 1 1\I11 `` 11 .3 II II 11�691 1 3 1 1 I I I I 4. 1\1 III IIII I I 1 i l l II I x 1212 I I I I I I I I I I Ill I I I I I I I I I I II I I III I I I I I I I .71 o \ II 11 II II IIII I II II I I ) OVERHANGING STRUCTURE 1 .8 x 112.1 IIII1111 1)x111.6 I I I I I . 5 x 1.92 �.�8 II IIIII I I' I/ I\ II I I I I I � I .91 \ III III 10. 8 \ \ \ \ \ \ 4 \\ III I \ \\ \I 1 I \\ \ \ \ \ \ x 23.68 x 23.63 `x 4 \ \ \ \ GS GS \ \ \ \ \ 1 2 3.3 9 1 �2\ 1 \ \ \ \v 1 1 lx 1) . 01 x 4 \3 \ I I \ 1 \\��I11 i i l I 1 \I I111 x l 1 1 I I I 111' 11. 5 I 1 1 I I I 1 11 x 23.56 x 23.30 x 23.17 4A { I { I I \ I I GS GS GS III I I I I I \ \\ \\ \ V I 1 2 3.2 3 I I I I I 1004 I x \ I 71 x)2.lI 2 xi/��� 295 \V �111 x�4.3 I I v 3 I 9\ \ \ 111 _ � \ 2.94 5 23.03 x 22.62 x 23.15 GS GS GS 1 .41 x( 5. 2 1 ( 2 .P611 i I 1 \ x 19. 3 1\.3\ \\ \ 21 \ I III I I Ix 14 1 \ \ \ 0 , 22.53 x 22.39 GS x � I GS o \ 1 x0 II I 11 1\ II I I \\ \ 8 \\ I I llI I I I III I \ V?1.98 \\ \ I 6 \x r� _ J/III 1 \ 1 0 0 \I 4 �/it I I I I I Ix x `.8C/ // I I 1 1 1 2 / I' 4 \\\ < � , II I I I\\ I Ix 1 34 01 1 / / 1 I \ \ \ \I I \\\ \I11 8� x�2 11 1 1 I I I i I r IIII II / 3 1i 14 1 II61112 li ilk / IIII I I � 10 112 114 165 � 18�23 20 40.72 181 I I�i�lli I x 2.24 x 1.91 x 24.81 GRAVEL 24.95 DRIVE ti 24.99 22.30 GS x 21.95 GS x 21.82 GS 21.46 " GS NEW WORK ITEMS (THIS SHEEn 10 PLACE RIP RAP TO FOLLOW FINISH GRADES AT 2:1 SLOPE. 2❑ PROVIDE A SMOOTH TRANSITION FROM RIP RAP TO EXISTING GRADE AT END OF RIP RAP ARMORING. 30 PROVIDE TURBIDITY CURTAIN TO ISOLATE WORK AREA. SEE DETAIL E, SHEET CG501 FOR PLACEMENT. ® CREST OF RIP RAP AT ELEVATION 21.0. 50 PROVIDE EARTHEN FILL ABOVE RIP RAP TO TIE INTO EXISTING GRADES EVENLY. 10 0 5 10 20 GRAPHIC SCALE: 1. = 10' C) M N O 2 O z Z yam 3 LIJ 1 mU 0 0 ti 0 U 0 z w z w U J Q Z_ W W � _Z N 00 co U�zo Z Lo W Z � ff _ J O m N OCN Lu = Q�z� W of U) Q CW G ry U Z > W Z J 0 1>_ 0- W �Z �� U� Z Wp0 UpU < W p W � CK=Z W 0 0 C/) LJ__ W Z Q U O C3 20011 NO. DESCRIPTION BY DATE Revisions a 0 0 F21 EXISTING GRADE /' EXISTING GRADE 21 a FINISH GRADE / 19 / FINISH GRADE 18 17 17 r r r 16 16 rr / r 15 i 15 14 13 / / r r r EXISTING GRADE / 12 r 12 / / FINISH GRADE r � 11 / 11 FINISH GRADE EXISTING GRADE / a a ® p / NORMAL WATER LEVEL /z NORMAL WATER LEVEL / 7.5 + - 7.5 a a rr a a 00 3❑ © 9❑ 12 15 18 F2_11 2 07 00 Q © 39 02 05 OQ 30 © 90 12 15 18 21 ® 27 00 03 36 39 02 05 SITE CROSS-SECTION A HORIZONTAL 1" 3'; VERTICAL - A 1"=1' -A SITE D HORIZONTAL CROSS-SECTION 1" 3'; - B-B VERTICAL 1"=1' �o �W� CV H C 0 0 clq Z Z �— Q m U z � J 0 ti 0 U O Z w Z w U J Q Z w W W � Z N 00 � C-0 z 0 � Z n ' W Z �00Lu J m m U-) 003:� W = Q Z C� cn W Q W Z W z 0 0 F_ U v� U W � Z � wU� W 0 0 cU) 0 C) 0 ow w� Of U O W 0� UL U) W z Q _U C4 20011 TOP OF SLOPE, SEED AND STABILIZE WITH TOP OF RIP RAP/TOP OF SLOPE CURLED WOOD MATTING ELEVATION = 21.0' ANCHOR GEO I 2 j FEET IN TRENC 21 " THICK RIP RAP, GRANITE . r arer NCDOT CLASS 1 i UG`GE��C�I 2.0 aw ckf NEW GRADED GRADED SLOPci- TURBIDITY CURTAIN \ \ \ SEE DETAIL THIS SHEET � B Cy/\j NORMAL WATER ELEVATION = 7.5 Vv , .`v v v'V ELEVATION TOE OF RIP RAP ELEVATION = 7.0' WATER SURFACE CURTAIN N z 1 N /—BOTTOM /\ rl nAT SECTION -NEW WORK NOTES: 1. THE CONTRACTOR SHALL GRADE THE EXISTING ERODED SLOPE TO PROVIDE A UNIFORMLY GRADED SURFACE AS SHOWN ON THE SITE GRADING PLAN BEFORE PLACING GEOTEXTILES OR RIP RAP. 2. RIP RAP SHALL BE IGNEOUS OR INTRUSIVE ROCK TYPE SUCH AS GRANITE. RIP RAP SHALL BE ANGULAR IN STRUCTURE. 3. RIP SHALL BE PLACED FROM THE BOTTOM UP WITH SMALLER PIECES FILLING IN THE VOID AREAS. 4. RIP RAP SHALL BE TAMPED IN PLACE WITH THE EQUIPMENT. 5. CARE SHALL BE EXERCISED TO PRESERVED GEOTEXTILES. TYPICAL RIP -RAP SLOPE STABILIZATION NOT TO SCALE PROCEDURE WOOD FIBER MATTING SHALL BE INSTALLED OVER THE ENTIRE SEEDED AREA AND SHALL BE ANCHORED IN PLACE WITH STAPLES. THE SOWN SEED WILL BE LIGHTLY RAKED INTO THE SEED BED TO GIVE IT RESISTANCE TO BLOWING AND WASHING AND TO AID IN GERMINATION. THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE DISTURBED AREA. THE CONTRACTOR SHALL WET DOWN THE AREAS TO ASSIST IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS. THE AREAS DISTURBED BY THIS PROJECT WILL BE STABILIZED WITH GRASS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: TEMPORARY SEEDING (NOVEMBER 1 - FEBRUARY 15 RYE GRAIN 3 LBS/1,000 SF ANNUAL LESPEDEZA KOBE 1.5 LBS/1,000 SF LIME 45 LBS/1,000 SF 10-10-10 FERTILIZER 20 LBS/1,000 SF PERMANENT SEEDING (FEBRUARY 15 - OCTOBER 31 TALL FESCUE 2 LBS/1,000 SF PENSACOLA BAHIAGRASS 1.5 LBS/1,000 SF SERICEA LESPEDEZA 1 LBS/1,000 SF KOBE LESPEDEZA 0.5 LBS/1,000 SF LIME 70 LBS/1,000 SF 10-10-10 FERTILIZER 25 LBS/1,000 SF FROM SEPTEMBER 1 - OCTOBER 31, USE UNSCARIFIED SERICEA SEED. BETWEEN APRIL 15 AND AUGUST 15, ADD 0.25 LB/1,000 SF GERMAN MILLET. PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 1 LB/1,000 SF RYE GRAIN. CONTRACTOR SHALL PLANT TEMPORARY AND PERMANENT SEEDING IF WORK/ COMPLETION SCHEDULE DICTATES SO. SPECIAL SEEDING NOTE: CUT & FILL SLOPES WILL, WITHIN 7 CALENDAR DAYS DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. IRRIGATION NOTE: CONTRACTOR SHALL WATER PLANTED SEED BED EVERY OTHER DAY FOR A PERIOD OF TWO CONSECUTIVE WEEKS AFTER PLACEMENT TO AID IN SEED GERMINATION AND THE ESTABLISHMENT OF THE NEW VEGETATION. VEGETATION PLAN SECTION -PARALLEL TO SHORELINE NOTES: 1. CURTAIN SHALL BE LIGHT DUTY, TYPE I BARRIER. 2. THE EXTENT OF THE TURBIDITY CURTAIN IS SHOWN ON THE PROJECT PLANS. THE CONTRACTOR SHALL PROVIDE TURBIDITY CURTAINS OF APPROPRIATE LENGTH AND HEIGHT TO COMPLETELY ENCLOSE THE PROJECT WORK AREA UNTIL A STABILE ENVIRONMENT IS REESTABLISHED. THE TURBIDITY CURTAIN SHALL EXTEND TO AND BE ANCHORED TO UPLAND SHORELINE LIMITS. 3. THE TURBIDITY CURTAIN SHALL BE MAINTAINED IN PLACE FOR THE LIFE OF THE CONSTRUCTION OPERATIONS. c TURBIDITY CURTAIN NOT TO SCALE 0 NO� . Z Z I- Q m Lij � J U Q ti 0 U 0 z w Z w U J Q 0 Z of W W Z co � z�zo cv) W � z JCD XO OC m N m Lo 004 O Qa:z0- W O Q i-{u G Of U > W Z 0 tz �-- J �Z W OrfU� Q W 00 �- CU p Lu W � W � W=Z 0 0 J � LL W Z Q U_ C5 NOT TO SCALE 20011