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Home My WebLink About20200520 Ver 1_Madison_NWP_Permit_Set_04092020_20200416BEACH AREAFISH AND PADDLE WEIRSEXISTINGIMPOUNDMENTMADISON FISH HABITAT RESTORATION PROJECTVICINITY MAPSCHEMATICSHEETCE1E2 E3 E4 P1 P2 P3 P4 P5 D1 D3 D4 D5TITLECOVERNOTESEXISTING CONDITIONS PERMIT/IMPACTSDEMO AND EROSION CONTROL SCHEMATICUPPER GRADINGLOWER GRADINGSECTION PLOTSPLANTING PLANWEIR DETAILSTERRACE DETAILSDETAILSDETAILSROCKINGHAM COUNTY, NCPROJECT SITEBOULDER WALLTERRACEBANK STABILIZATIONBANK STABILIZATIONBEACH AREASTONE TOE PROTECTIONPHASE 2 LEGENDEXISTING CONTOURSEXISTING TREEEXISTING TREE LINEEXISTING FENCEEXISTING STREAMPROPOSED CONTOURSPROPOSED TOP OF BANKPROPOSED THALWEGLIMITS OF DISTURBANCEPROPOSED WEIRS(SEE SHEETS )BOULDER WALL(SEE SHEETS )STONE TOE PROTECTION(SEE SHEETS )BANK STABILIZATION(SEE SHEETS )TERRACE AREA(SEE SHEETS )BEACH AREAEROSION CONTROL NOTES:1.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BEOBTAINED BEFORE AND LAND DISTURBING ACTIVITIES OCCUR.2.WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN.AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEESHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUALGENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.3.CONTACT THE DEMLR WINSTON SALEM REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING THELAND-DISTURBING ACTIVITY. THE CONTACT NUMBER IS (336) 776-96574.THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROLMEASURES AND COMPETE THE COMBINED SELF-INSPECTION FORM FOUND ON THE DEMLR WEBSITE. TWELVEMONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION AT ALLTIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX.5.ALL EROSION CONTROL NEAR ACTIVE CONSTRUCTION MUST BE SET-UP AND INSPECTED PRIOR TOCOMMENCEMENT OF GRADINGOPERATIONS.6.ALL SLOPES SHALL BE SEEDED AND STABILIZED WITH A DENSE COVERAGE OF GRASS. ANY EXPOSED ORBARE SLOPES SHALL BE RE-SEEDED OR PROTECTED WITH EROSION CONTROL MATTING. EROSION CONTROLMATTING SHALL MEET THE REQUIREMENTS OF ROLANKA COIR MAT 70 AND INCLUDE LESS THAN 40% OPENINGS.7.ALL BACKFILL SHALL BE SUITABLE FOR PLANT GROWTH AND GENERALLY FREE OF DEBRIS OR OTHERMATERIAL GREATER THAN 2 INCHES IN SIZE.8.ALL ELEVATIONS AND CHANNEL DIMENSIONS SHALL BE MET WITHIN A TOLERANCE OF 0.1'9.STABILIZATION MEASURES SHALL BE IMPLEMENTED AS SOON AS POSSIBLE FOLLOWING COMPLETED AREASOF CONSTRUCTION. SPECIFIC SEEDING REQUIREMENTS ARE PROVIDED IN THE PLANTING PLAN.10.PROVIDE TEMPORARY OR PERMANENT GROUNDCOVER ON ALL EXPOSED AREAS WITHIN 7 CALENDAR DAYSFOLLOWING COMPLETION OF ANY PHASE OF GRADING. PROVIDE A PERMANENT GROUNDCOVER FOR ALLDISTURBED AREAS WITHIN 14 WORKING DAYS OR WITHIN 90 CALENDAR DAYS (WHICHEVER IS SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.11.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTEREACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BEREPAIRED OR REPLACED, AS NECESSARY.12.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF THECONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVEBEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TOCONTROL EROSION AND/OR OFF-SITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVEDONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.13.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD OFF SITE AREAS.THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.14.THE CONTRACTOR SHALL ACCOMPLISH ALL STREAMBANK EXCAVATION FROM OUTSIDE THE ACTIVECHANNEL WHENEVER POSSIBLE. ALL DISTURBED STREAMBANK MUST BE STABILIZED WITH SEEDING, MULCH ANDEROSION CONTROL MATTING BY THE END OF EACH WORKDAY.PROJECT NARRATIVETHIS PROJECT INVOLVES THE RESTORATION OF 900 LINEAR FEET OF STREAM AND IS LOCATED NEAR MADISON, NORTHCAROLINA. THIS RESTORATION INVOLVES THE INSTALLATION OF FISH AND PADDLE WEIR STRUCTURES TO IMPROVESTABILIZATION AND FACILITATE THE PASSAGE OF ENDANGERED SPECIES ABOVE OF LOW HEAD DAM. THE COMPLETION OFTHE WORK INVOLVES GRADING, THE BUILDING OF IN STREAM STRUCTURES, THE INSTALLATION OF STONE AND WOOD,STABILIZATION AND PLANTING OF STREAM BANKS. ALL WORK SHALL BE SUBJECT TO THE DIRECTION AND INSPECTION OFTHE PROJECT ENGINEER.THIS PROJECT IS LOCATED IN THE DAN RIVER WATERSHED AND THE ENTIRETY OF THE PROJECT IS IN A FEMA REGULATEDFLOODPLAIN.PROJECT NOTES:THE LOCATION AND ALIGNMENT OF ALL IMPROVEMENTS SHOWN ARE APPROXIMATE. THE FINAL LOCATION AND ALIGNMENTSHALL BE DETERMINED DURING CONSTRUCTION USING BEST PROFESSIONAL JUDGMENT AND APPROVED BY THE PROJECTENGINEER.MATERIALS LISTS ARE PROVIDED AS AN APPROXIMATION ONLY. CONTRACTOR SHALL INDEPENDENTLY VERIFY THE NUMBERAND AMOUNT OF STONE, BACKFILL, OR OTHER ITEMS NECESSARY TO PROPERLY COMPLETE THE JOB.THE LATEST VERSION OF THE FOLLOWING STANDARDS APPLIES TO THESE SPECIFICATIONS:A.NCDOT “STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES”, DATED JULY 2006B.NCDOT “EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" 2006THE CONTRACTOR SHALL CALL THE “CALL BEFORE YOU DIG” TOLL FREE NUMBER TO MAKE SURE THAT ALL UTILITIES ARELOCATED AND MARKED. ANY DAMAGE TO EXISTING UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.ANY DAMAGE RESULTING FROM ACTIONS OF THE CONTRACTOR TO STRUCTURES OR GROUNDS ON SITE WILL BE REPAIREDOR REPLACED AT THE EXPENSE OF THE CONTRACTOR, TO A QUALITY MEETING OR EXCEEDING THEIR PREVIOUSSTANDARDS.THE CONTRACTOR IS TO ENSURE PUBLIC SAFETY DURING ALL PHASES OF CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE FOR CLEARING AND DISPOSING OF ANY MAN-MADE MATERIALS OR OTHER DEBRIS THATLIE WITHIN THE CONSTRUCTION LIMITS, AS REQUESTED AND APPROVED BY THE PROJECT ENGINEER.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE STREETS IN FRONT OF THE CONSTRUCTION SITE WILL BEKEPT CLEAN AT ALL TIMES. IF NEEDED TO ACCOMPLISH THIS TASK A WASH STATION MAY BE REQUIRED.STREAM CONSTRUCTION NOTES:1. ALL PROPOSED CHANNELS AND TEMPORARY AND PERMANENT CROSSINGS SHALL BE CONSTRUCTED INA DRY CONDITION VIA OFFLINE CONSTRUCTION WHERE POSSIBLE. DIVERSIONS, COFFER DAMS, AND PUMP AROUND OPERATIONS SHOULD BE UTILIZED TO FACILITATE DRY CONSTRUCTION WHERE POSSIBLE.2. ALL IMPERVIOUS DIKES AND PUMPING APPARATUS SHALL BE REMOVED FROM THE STREAM AT THE COMPLETIONOF EACH WEIR TO RESTORE NORMAL FLOW BACK TO THE CHANNEL UNLESS OTHERWISE APPROVED BYTHE ENGINEER. WITH APPROVAL, A PUMP AROUND MAY BE ALLOWED TO RUN CONTINUOUSLY IF THEREIS NO FORECAST FOR RAIN OVERNIGHT, AND/OR THE PUMP APPARATUS IS MAINTAINED ANDMONITORED CONTINUOUSLY.3. CONSTRUCT UPSTREAM PORTION OF THE WORK FIRST, WORKING IN AN UPSTREAM TODOWNSTREAM DIRECTION, UNLESS OTHERWISE APPROVED PROJECT ENGINEER.4. REMOVE AND STOCKPILE TOPSOIL WITHIN AREAS THAT ARE TO BE CUT 9" OR MORE BELOW EXISTINGGRADE. STOCKPILED TOPSOIL IS TO BE REPLACED ON TERRACE OR STREAMBANK SLOPES DURING FINAL GRADING.5. INSTALL STRUCTURES AS SHOWN ON PLANS AND DETAILS. PRIOR TO FINE GRADING, OBTAINAPPROVAL BY PROJECT ENGINEER ON INSTALLATION OF ALL STRUCTURES.6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS. THIS MATERIALSHALL BE UTILIZED IN THE TOP LAYERS OF FISH PASSAGE WEIRS. IN AREASWHERE THERE IS NOT ENOUGH NATIVE SUBSTRATE TO PLACE AN MINIMUM 6" LAYER ALONGPROPOSED SHALLOW/RIFFLE SECTIONS, SUPPLEMENT THE NATIVE SUBSTRATE WITH A 5050 MIX OF #57 AND #3 STONE, OR RIVER ROCK WITH A D50=1.5".7. UPON COMPLETION OF FINE GRADING, INSTALL STREAM BANK STABILIZATION INCLUDING, EROSIONCONTROL MATTING OR SOD MATS ALONG CHANNEL BANKS. I, DAVID TURNER. CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;THAT THIS SPACEBORNE SURVEY WAS PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL (SIGMA 2) TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS;THAT THE HORIZONTAL ACCURACY IS CLASS A THAT THE MINIMUM VERTICAL ACCURACY IS CLASS C AND THAT THE ORIGINAL DATA WAS OBTAINED FROM 11/12/18 TO 10/14/19 ;THAT THE SURVEY WAS COMPLETED ON 10/14/19 ;THAT ANY CONTOURS SHOWN AS BROKEN LINES MAY NOT MEET THE STATED STANDARD;THAT ALL COORDINATES ARE BASED ON NAD83(NSRS2011) ;THAT ALL ELEVATIONS ARE BASED ON _ NAV 88 • AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE EXISTING CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS MY ORIGINAL SIGNATURE, RWv4STRATION NUMBER, AND SEAL THIS 13th_ DAY OF JANUARY 2020. I, DAVID S. TURNER, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION; THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN ON THE FACE OF THIS MAP; THAT THE GLOBAL POSITIONING SYSTEM (GPS) SURVEY USED THE FOLLOWING INFORMATION: (1) CLASS OF SURVEY: CLASS A 2 POSITIONAL ACCURACY AT 95% CONFIDENCE LEVEL: HORIZONTAL= 0.042 USFT. VERTICAL= 0,114 USFT ;9) UNITS: US FEET SS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS DAY OF AJ NUARY, 2020. LOCATION OF EXISTING DAM EXISTING CONDITIONS SURVEY FOR 1TIlaim"s ON THE DAN RIVER ROCKINGHAM COUNTY, NC ASPHALT \ RR XING \ S/F PINE HALL BRICK CO. INC. PIN: 7905-0066-4907 \ GENERAL NOTES: �.. _ - / .. FENCE 1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED. ._...k 2. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88. h 3.CONTROL NETWORK WAS ESTABLISHED USING 2 HOUR NGS OPUS—RS SOLUTION. CONTROL NETWORK \ 6 POINTS ARE USTED IN THE CHART BELOW. TLS/2RBC OPUS 4.THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS. I� 5.THE PURPOSE OF THIS MAP IS TO SHOW EXISTING CONDITIONS OF THE MADISON DAM ON THE DAN i RIVER TOPOGRAPHIC PROJECT BETWEEN NOVEMBER 2018 AND OCTOBER 2019 AND MAY NOT SHOW ALL EXISTING UTILITIES, STRUCTURES, OR BOUNDARIES. &THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON—EXISTENCE OF ANY UNDERGROUND VGRAVEL UTILITIES THAT MAY OR MAY NOT EXIST WITHIN THE BOUNDARIES AS SHOWN HEREON. \ PARKING LOT 7.NO PROPERTY RESEARCH, INVESTIGATION, OR INDEPENDENT SEARCH FOR ENCUMBERANCES, LEGEND: RESTRICTIVE COVENANTS, EASEMENTS OF RECORD, OWNERSHIP, TITLE EVIDENCE, OR OTHER FACTS THAT \ TOWN O�MADISON AN ACCURATE AND CURRENT TITLE EXAMINATION MAY DISCLOSE WERE PERFORMED FOR THIS SURVEY. A ------TOP OF BANK N/F \ DIN: 7905-0076-6703 / LICENSED ATTORNEY —AT —LAW SHOULD BE CONSULTED REGARDING CORRECT OWNERSHIP, WIDTH, AND __________ WI PIN: MARYIN WILLI65-7 MSON 3 LOCATION OF EASEMENTS AND OTHER TITLE QUESTIONS REVEALED BY A TITLE EXAMINATION. —BANK TOE PIN: 7905-0065-7333 / &SUBJECT TO ALL EASEMENTS, RIGHT OF WAYS, AND/OR ENCUMBRANCES THAT MAY AFFECT THE X FENCE LINE PRQPERtY(s)' —GIS PARCEL LINE \ 9.THE EXISTING TOP AND TOE OF BANK LOCATIONS CHANGED DURING THE TOPO SURVEY DURATION AS \ NOTED HEREON. THE CHANGES WERE A DIRECT RESULT OF RAIN EVENTS. THE SUBJECT AREA IS LOCATED GIS RR LINE I IN A DYNAMIC AREA OF THE DAN RIVER. IT IS THEREFORE RECOMMENDED THAT EXISTING CONDITIONS BE VERIFIED BEFORE ANY CONSTRUCTION ACTIVTIES ARE UNDERTAKEN TO VERIFY THAT SIGNIFICANT CHANGES f HAVE NOT OCCURED TO THE SITE SUBSEQUENT TO THE CERTIFICATION OF THIS MAP. OHP DISTRIBUTION LINE DPP UTILITY POLE I TREELINE } TREE v TLS#1 RBCQ CONTROL POINT I / CONTROL PT# Northing(Y) Easting(X) Elev(Z) Description 1 956717.07 1707693.12 563.276 TLS#1RBC OPUS ' 2 956664.51 1707391.78 564.543 TLS#2RBC OPUS 3 956767.48 1707593.39 561.937 TLS#3NL THIS MAP I S NOT FOR RECORDATION, 4 956767.48 1707593.39 561.937 TLS#4NL SALES, OR CONVEYANCES AND DOES NOT COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS. TOWN O/MADISON PIN: 7905-0076-8988 9 N[F PINE HALL BFRiICK CO. INC. PIN: 7905-0087-9018 ALLEN LF FULP PIN: 7905-0085-3089 L911:0jakTaM61_11 KRIS BASS ENGINEERING, PLLC RALEIGH, NC (919)960-1552 SCALE: 1 inch = 50 feet (22x34) CONTOUR INTERVAL = 1' \ \ \ O 00 Lo U tDL0 00 CID U� �z 0 xQrn70o morn ru a3 0Q zr,4 ZO LU m Q >, Z3 �ol- U)C 3 3 ml000 z W > Z J Q Z 0 Z Q W Q 0 Lf Z 0 w Q z /1/ O p w U L.L _ K O \LJ.1 / Cr.z C Z Ln Q U_ �' Tw i ,n� v Z O 0 Zu O F- O Q l7 z 2 Z ]G O " O Q 0 Z O u V �0 V 1 Z a N ® p 0 X w J J w > F Z 2 DATE: 01/13/2020 SURVEYED BY: DST DRAWN BY: DST REVIEWED BY: DST/EGT PROJECT' 18-022 FILE: MADISON DAM ECOND F SCALE: AS SHOWN SHEET 1 of 1 PPPPPPPPPPFHWVTHIS AREA NOTSURVEYEDLINDSEY BRIDGE RD. SR1138 DAN RI V E R DAN RIVEREXIST ING COND IT IONS SURVEY FORROCKINGHAM COUNTY , NCLODLOD LOD LODLOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLO D LODLOD LODLODLODLODLO D LODLODLODLODLODLOD LODLO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODFLOODWAY BOUNDARY1 INCH = 40 FEET100 YR FLOODPLAIN BOUNDARYFLOODWAY BOUNDARY100 YR FLOODPLAIN BOUNDARYPROJECT AREADAN RIVER DAN RIVERRAILROAD CORRIDOR LINDSEY BRIDGE RD L INDSEY BR IDGE RDPERMIT NOTES:401-404 IMPACTSTHIS PROJECT INVOLVES THE RESTORATION OF 900 LINEAR FEET OF THE DANRIVER. PRIMARY ACTIVITIES INCLUDE THE INSTALLATION OF WEIRS TO PROMOTEFISH PASSAGE ABOVE LINDSEY BRIDGE DAM, A LOW HEAD OBSTACLE TOENDANGERED SPECIES.A TOTAL OF 221 LINEAR FEET OF RIVER WILL BE PERMANENTLY IMPACTED WITH THEFOOTPRINT OF PROPOSED WEIRS. ALONG THIS REACH, RIVER BANKS WILL BESTABILIZED AND AQUATIC HABITAT ENHANCED.A PRELIMINARY GIS ANALYSIS INDICATES POTENTIAL WETLANDS ALONG THE TOP OFRIVER BANK NEAR THE DOWNSTREAM PROJECT LIMIT. THIS AREA HASEXPERIENCED SUBSTANTIAL BANK EROSION RECENTLY AND WILL INCLUDE BANKREPAIR AND STABILIZATION MEASURES. WE ARE NOT ANTICIPATING PERMANENTWETLAND IMPACTS, BUT ARE INCLUDING THEM DUE TO CURRENT DATAAVAILABILITY. THE TOTAL POTENTIAL IMPACT IS 0.06 ACRES.THE COMPLETION OF THE WORK WILL RESTORE MILES OF HABITATS THAT ARECURRENTLY INACCESSIBLE.FEMA FLOODPLAINSTHIS PROJECT IS LOCATED ENTIRELY WITHIN A REGULATED FEMA FLOODPLAIN ANDIN THE FLOODWAY. A DETAILED FLOOD STUDY HAS BEEN COMPLETED TOSUPPORT THE WORK AND A NO-RISE CERTIFICATION WILL BE SUBMITTED FORREVIEW.Feet0100200POTENTIALWETLAND IMPACTAREA = 0.06 ACPROPOSED WEIRSSTREAM IMPACT =NWI WETLANDS PPPPPPPPPPFHWVTHIS AREA NOTSURVEYEDLIN D S E Y B R I D G E R D . S R 1 1 3 8 DAN RIVER DAN RIVERSFSF SFSFSFSFSFSFLODLOD LOD LODLOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LO D LODLODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD L O DLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LO D LODLODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD L O DLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLEGENDLIMITS OF DISTURBANCE5.4 ACCONSTRUCTIONENTRANCESILT FENCECLEAR AND GRUBINSIDE THIS AREATO BE USED AS STOCKPILECONSTRUCTIONENTRANCE(AS NEEDED)CLEAR VEGETATIONCLEAR VEGETATIONPROTECT TREES AS POSSIBLETREE PROTECTION FENCETEMPORARY FENCEREMOVAL(AS NEEDED)TREEREMOVALTREEREMOVALTREEREMOVAL1 INCH = 40 FEETFeet04080EXISTING CONTOURSEXISTING TREEEXISTING TREE LINEEXISTING FENCEGRADING LIMITSSILT FENCETREE REMOVALVEGETATION REMOVAL AREATREE PROTECTION FENCELODSFUPPER REACH GRADINGSHEET P2LOWER REACH GRADINGSHEET P3DEMO PUMP HOUSEPROTECT TREESPROTECT TREESLIMITS OF DISTURBANCE5.4 ACMA T C H L I N E PPPPPPPPPPFHWVTHIS AREA NOTSURVEYEDLIN D S E Y B R I D G E R D . S R 1 1 3 8 DAN RIVER DAN RIVERLODLOD LOD LODLOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LO D LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD L O DLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLEGENDPROTECT FENCECLEAR AREAPROTECT LARGE TREESWEIR 1TERRACEACCESS BEACHSLOPE STABILIZATIONBOULDERWALLSTONETOEWEIR 2WEIR 3WEIR 4WEIR 5WEIR 6WEIR 7EXISTING CONTOURSEXISTING TREEEXISTING TREE LINEEXISTING FENCEGRADING LIMITSPROPOSED WEIRS(SEE SHEETS )BOULDER WALL(SEE SHEETS )STONE TOE PROTECTION(SEE SHEETS )BANK STABILIZATION(SEE SHEETS )TERRACE AREA(SEE SHEETS )BEACH AREAFeet040801 INCH = 40 FEETACCESS BEACHSTONETOESTONETOETERRACE PPPPPPPPPPFHWVTHIS AREA NOTSURVEYEDLINDSEY BRIDGE RD. SR1138 DAN RIVER 570.0568.0566.0564.0562.0560.0553.0550.0566.0569.0550.0564.0563.0552.0554.0 559.0563.0550.0555.0560.0551.0552.0553.0554.0556.0557.0558.0559.0561.0555.0560.0551.0552.0553.0554.0556.0557.0558.0559.0561.0562.0550.0555.0560.0548.0549.0551.0552.0553.0554.0556.0557.0558.0559.0555. 0 56 0 . 0 55 6 . 0 5 5 7 . 0 5 5 8 . 0 5 5 9 . 0 547.5542.0546.5545.5542.0545.5542.0544.5543.5544.5546.50+85.520+00.00 0+50.00 0+00.00 0+75.33 0+50.00 0+00.00 1+00.00 1+24.14 0+50.00 0+0 0 . 0 0 0+9 7 . 4 9 0+5 0 . 0 0 552.0550.0548.0550.0572.0571.0547.0549.0547.0546.0547.0549.0547.0550.0548.0547.0550.0549.0544.0 545.0 545.0 543.0 546.0 544.0 545.0543.0563.0LODLODLODLOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLOD LO D LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLO D LODLODLODLODLO D LODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLOD LOD LO D LO D LOD LO DLODLODLODLOD LOD LO D LODLODLODLODLOD LOD LO D LO D LO D LODLODLODLODLODLODLOD LOD LO D LOD LOD LO D LOD LO DLODLOD LOD LO D LOD LO DLODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LEGENDGRADING NOTES:THE LOCATION AND ALIGNMENT OF ALL IMPROVEMENTS SHOWN ARE APPROXIMATE. THE FINALLOCATION AND ALIGNMENT SHALL BE DETERMINED DURING CONSTRUCTION USING BESTPROFESSIONAL JUDGMENT AND APPROVED BY THE PROJECT ENGINEER.SEE DETAILS FOR FINAL GRADE PREPARATION AND COMPLETION. SEE SLOPE SECTIONS SHEETP4 FOR SLOPE GRADES AND DETAILS.SEE WEIR DETAILS ON SHEETS D1PROTECT FENCECLEAR AREAPROTECT LARGE TREESWEIR SPOTELEVATIONSACCESS BEACHPROPOSED GRADINGPROPOSED GRADINGSLOPE SECTION A-A'SLOPE SECTION B-B'SLOPESECTION C-C'SLOPESECTION D-D'PROPERTY BOUNDARY1 INCH = 20 FEETMATCHLINELIMITS OFDISTURBANCEFeet02040EXISTING CONTOURSEXISTING TREEEXISTING TREE LINEEXISTING FENCEPROPOSED CONTOURSDISTURBANCE LIMITSLODACCESS BEACHTERRACETERRACESEE SLOPE SECTIONS AND DETAILS THIS SIDEPOOLPOOLPOOLWEIR 1WEIR 2WEIR 3WEIR 4TERRACETERRACEDAM TO BE LOWEREDTO EL: 547.0' PPPPLINDSEY BRIDGE RD. SR1138 DAN RIVER550.0555.0560.0548.0549.0553.0556.0558.0550.0555.0560.0547.0548.0549.0551.0552.0553.0554.0556.0557.0558.0559.0555.0560.0 556.0557.0558.0559.0 542.0544.5542.0543.5541.0542.5540.0541.5539.0540.5541.5542.5543.50+97.49 0+00.00 0+81.21 0+50.00 547.0549.0547.0546.0545.0 545.0543.0542.0 545.0546.0546.0545.0543.0 542.0 544.0543.0547.0543.0543.0543.0542.0548.0541.0540.0541.0546.0544.0543.0 541.0 555.0549.0551.0557.0LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODPROPOSED GRADINGSLOPESECTION E-E'1 INCH = 20 FEETMATCHLINEFeet02040 EXISTING CONTOURSEXISTING TREEEXISTING TREE LINEEXISTING FENCEPROPOSED CONTOURSDISTURBANCE LIMITSLODLEGENDGRADING NOTES:THE LOCATION AND ALIGNMENT OF ALL IMPROVEMENTS SHOWN ARE APPROXIMATE. THE FINALLOCATION AND ALIGNMENT SHALL BE DETERMINED DURING CONSTRUCTION USING BESTPROFESSIONAL JUDGMENT AND APPROVED BY THE PROJECT ENGINEER.SEE DETAILS FOR FINAL GRADE PREPARATION AND COMPLETION. SEE SLOPE SECTIONS SHEETP4 FOR SLOPE GRADES AND DETAILS.SEE WEIR DETAILS ON SHEETS D1PROTECT FENCEWEIR SPOTELEVATIONSPOOLPOOLPOOLWEIR 5WEIR 6WEIR 7TERRACETERRACEPOOLPOOLSTONE TOESTONE TOEACCESS BEACHLIMITS OFDISTURBANCE ElevationElevationStation535.00540.00550.00560.00570.00580.00535.00540.00550.00560.00570.00580.000+00.000+00.001+00.001+00.001+00.000+00.000+00.000+10.000+20.000+30.000+40.000+50.000+60.000+70.000+80.000+90.001+00.001+00.001+00.00ElevationElevationStation535.00540.00550.00560.00570.00580.00535.00540.00550.00560.00570.00580.000+00.000+00.000+93.530+93.530+00.000+00.000+10.000+20.000+30.000+40.000+50.000+60.000+70.000+80.000+90.000+93.530+93.53ElevationElevationStation535.00540.00550.00560.00570.00535.00540.00550.00560.00570.000+00.000+00.001+00.000+00.000+00.000+10.000+20.000+30.000+40.000+50.000+60.000+70.000+80.000+90.001+00.00ElevationElevation StationStation535.00540.00550.00560.00570.00535.00540.00550.00560.00570.000+00.000+00.001+00.001+00.001+00.000+00.000+00.000+10.000+20.000+30.000+40.000+50.000+60.000+70.000+80.000+90.001+00.001+00.001+00.00ElevationElevationStation535.00540.00550.00560.00570.00535.00540.00550.00560.00570.000+00.000+00.000+75.000+75.000+00.000+00.000+10.000+20.000+30.000+40.000+50.000+60.000+70.000+75.000+75.00BOULDER WALL(SEE DETAILS)EXISTINGNWLTERRACE(SEE DETAILS)SLOPE 2:1SECTION A-A'BOULDER WALL(SEE DETAILS)EXISTINGNWLTERRACE(SEE DETAILS)SLOPE 1.5:1SECTION A-A'BOULDERWALL(SEE DETAILS)EXISTINGNWLBEACH AREA(SEE DETAILS)SLOPE 3:1SECTION C-C'STONE TOE(SEE DETAILS)EXISTINGNWLTERRACE(SEE DETAILS)SLOPE 2:1SECTION E-E'PROPOSEDBOULDERWALL(SEE DETAILS)EXISTINGNWLTERRACE(SEE DETAILS)SLOPE 3:1SECTION D-D'PROPOSEDCUTFILLGRAVELW/FILTER FABRICDOWELEDCOIR LOGFILLGRAVELW/FILTER FABRICDOWELEDCOIR LOGCLEAN SANDFILLGRAVELW/FILTER FABRICCOMPACTEDFILLCUTGRAVELW/FILTER FABRICCUTCOMPACTEDFILLFinal Drawing for Permitting 548.0541.0546.0544.0543.0541.0549.0551.0LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODWEIRWEIR 1WEIR 2WEIR 3WEIR 4WEIR 5WEIR 6WEIR 7ELEVATIONPOINTSPLAN VIEW20'15'20'LABRYNTHPADDLE NOTCHMULTI-SLOT FISHWAYWEIR ARMWEIR ARMPN1PN2WA1WA2WA3WA4WA5WA6WA1WA2WA3WA4WA5WA6 PROFILE PN-PN' PROFILE MS-MS'PROFILE L-L'PROFILE VIEWS(NOT TO SCALE)BOULDER WALL1.5:1 SLOPEPN2PN1COARSE AGGREGATE/STONE MIXFILTER FABRICOR CONCRETE CLOTHEXISTINGRIVERBED4-6 INCHESCONCRETEBOULDERS#57 STONEPROFILE PN-PN'BOULDER WALL1.5:1 SLOPEPN2PN1COARSE AGGREGATE/STONE MIXFILTER FABRICOR CONCRETE CLOTHEXISTINGRIVERBEDGAPS 1-2'BOULDERSEMBEDDED 50%NATIVE ALLUVIUMMIXPROFILE L-L'BOULDER WALL1.5:1 SLOPEPN2COARSE AGGREGATE/STONE MIXFILTER FABRICOR CONCRETE CLOTHEXISTINGRIVERBEDALTERNATINGNATURAL POOLSBOULDERSEMBEDDED 50%PROFILE MS-MS'PN1PN1547.5'546.5'545.5'544.5'543.5'542.5'541.5'PN2546.5'545.5'544.5'543.5'542.5'541.5'540.5'WA1549.0'548.0'547.0'546.0'545.0'544.0'543.0'WA2548.0'547.0'546.0'545.0'544.0'543.0'543.0'WA3549.5'548.5'547.5'546.5'545.5'544.5'543.50'WA5551.0'550.0'549.0'548.0'547.0'546.0'545.0'WA6550.0'549.0'548.0'547.0'546.0'545.0'544.0'WA4548.5'547.5'546.5'545.5'544.5'543.5'542.50'CUTOFFFILTER FABRICCONCRETE CLOTHCONCRETE CLOTHCONCRETE CLOTHFILTER FABRICFILTER FABRICFILTER FABRICNOTES:1) COARSE STONE/AGGREGATE MIX: EQUAL PARTS CLASS 1, 2, AND B STONE. MAY BE SUPPLEMENTED WITH OTHERNATURAL COARSE AGGREGATE MATERIALS AS APPROVED BY PROJECT ENGINEER.2) NATIVE ALLUVIUM MIX: HARVESTED RIVERBED MATERIAL FROM SITE SUPPLEMENTED WITH EQUAL PARTS CLASS AAND CLASS B STONE.3) ALL BOULDERS TO BE 2'X3'X4' OR LARGER.4) FILTER FABRIC TO BE NONWOVEN GEOTEXTILE.5) ALL STONE TO BE SECURED PLACED ON SOLID BEDROCK FOUNDATION. EXCAVATE AS NEEDED TO PROVIDE SOLIDFOOTING.6) ALL STONE TO BE MIXED AND PACKED TO LIMIT VOID SPACE. STONE SHALL BE COMPACTED WITH EXCAVATOR BUCKETOR BY EQUIPMENT TRAVEL REGULARLY DURING INSTALLATION. FINES AND NATIVE MATERIAL MAY BE USED TO FILLGAPS.7) CONCRETE, GROUT, AND CONCRETE CLOTH SPECIFICATIONS ARE PROVIDED ON NOTES, SHEET 3.PERSPECTIVE VIEWPOOLPOOLPOOL2'Feet010201 IN = 10 FTWEIR ELEVATIONS TABLE25'6'0.25'FinalDrawingforPermitting LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LODLODLODLOD LODLOD LODLOD LODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLOD LOD LODLOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LOD LODLOD LOD LODLODLOD LODLODLOD LODLOD LOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LODLOD LODLOD LOD LODLOD LODLOD LODLOD LODLOD LOD LODLOD LODLOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LODLOD LODLOD LOD LODLOD LODLOD LODLOD LODLOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LODLOD LODLOD LOD LODLOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LODLOD LODLODLODLODLODLODLODLOD LOD LODLOD LOD LODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LOD LODLOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LOD LOD LODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LOD LODLOD LOD LODLOD LOD LODLOD LOD LODLOD LOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LOD LODLOD LOD LODLOD LODLOD LODLOD LODLOD LOD LODLOD LODLOD LODLOD LODLOD LOD LODLOD LODLOD LODLOD LODLOD LOD LODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LOD LODLODLODLOD LOD LOD LODLODLODLOD LOD LODLODLODLOD LOD LOD LODLODLODLOD LOD LODLODLODLOD LOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LOD LODLOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LODLODLOD LOD LODLOD LOD LODLOD LOD LODLODLOD LODLODLOD LODLODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLOD LODLODLOD LOD LODLOD LOD LODLODLODLOD LOD LOD LOD LODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLOD LOD LODLOD LOD LODLOD LOD LODLOD LODLODLOD LODLODLOD LODLODLOD LODLOD LOD LODLOD LOD LODLOD LOD LODLOD LOD LODLOD LODLODLOD LODLODLOD LOD LODLODLOD LODLODLOD LOD LODLOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LODLOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LO D LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD L O DLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LODLODLODLOD LODLOD LODLOD LODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLOD LOD LODLOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LOD LODLOD LOD LODLODLOD LODLODLOD LODLOD LOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LODLOD LODLOD LOD LODLOD LODLOD LODLOD LODLOD LOD LODLOD LODLOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LODLOD LODLOD LOD LODLOD LODLOD LODLOD LODLOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LOD LODLOD LODLODLOD LODLOD LODLOD LODLOD LOD LODLOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LODLOD LODLODLODLODLODLODLODLOD LOD LODLOD LOD LODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LOD LODLOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LOD LOD LODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LOD LODLOD LOD LODLOD LOD LODLOD LOD LODLOD LOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LOD LODLOD LOD LODLOD LODLOD LODLOD LODLOD LOD LODLOD LODLOD LODLOD LODLOD LOD LODLOD LODLOD LODLOD LODLOD LOD LODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LOD LODLODLODLOD LOD LOD LODLODLODLOD LOD LODLODLODLOD LOD LOD LODLODLODLOD LOD LODLODLODLOD LOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LOD LODLOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LODLODLOD LOD LODLOD LOD LODLOD LOD LODLODLOD LODLODLOD LODLODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLOD LODLODLOD LOD LODLOD LOD LODLODLODLOD LOD LOD LOD LODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLOD LOD LODLOD LOD LODLOD LOD LODLOD LODLODLOD LODLODLOD LODLODLOD LODLOD LOD LODLOD LOD LODLOD LOD LODLOD LOD LODLOD LODLODLOD LODLODLOD LOD LODLODLOD LODLODLOD LOD LODLOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LEGENDTERRACESLOPE STABILIZATIONGRADING LIMITSUPPER SLOPE ZONEBUFFER ZONEBANK REPAIR ZONETERRACE AREASACCESS ZONEFeet040801 INCH = 40 FEETJOE-PYE-WEED (EUPATORIUM FISTULOSUM)RICE CUT GRASS (LEERSIEA ORYZOIDES)SWITCHGRASS (PANICUM VIRGATUM) FOX SEDGE (CAREX VULPINOIDEA)RIPARIANSEED MIX #1SILKY DOGWOOD (CURNUS AMOMUM)VIRGINIA WILDRYE (ELYMUS VIRGINICUS)QTYPLANTING LISTWETLAND PLUGS DEER TONGUE (PANICUM CLANDESTINUM)SOFT RUSH (JUNCUS EFFUSUS)HOP SEDGE (CAREX LUPULINA))BLACK EYED SUSAN (RUDBEKIA HIRTA)LIVE STAKES TERRACE PLANTINGSILKY WILLOW (SALIX SERICEA)2 INCH PLUG10(%)PERCENT1010101010101010500200200LITTLE BLUE STEM (SCIZACHYRIUM SCOPARIUM)105 FT5 FTTYPEAPPLY AT 20 LBS/AC500SOFT RUSH (JUNCUS EFFUSES)SEDGE (CAREX LUPIDA)SWITCHGRASS (PANICUM VIRGATUM)BLUE FLAG IRIS (IRIS VIRGINICA)SWAMP SUNFLOWER500500500WOODY MIX PLANTING RIVER BIRCH (BETULA NIGRA)SYCAMORE (PLATANUS OCCIDENTALIS)WILLOW OAK (QUERCUS PHELLOS)SHUMARD OAK (QUERCUS SHUMARDI)PERSIMMON (DIOSPYROS VIRGINIANA)2 INCH PLUG2 INCH PLUG2 INCH PLUG2 INCH PLUGSPACINGLIVE STAKELIVE STAKE2 FT2 FT2 FT2 FT2 FTCONTAINER #3, BRAMERICAN BEECH (FAGUS GRANDIFOLIA)WOODY MIX PLANTINGTYPE100100100100100SPACING10010 FT10 FT10 FT10 FT10 FT10 FTQTYQUANTITY ESTIMATEPLANTING NOTES:1. ALL INVASIVE SPECIES TO BE REMOVED FROM ALL ZONES BEFORE PROCEEDING WITH PLANTINGS.2. ALL PLANTS SHALL BE INSPECTED AND APPROVED BY THE PROJECT ENGINEER PRIOR TO INSTALLATION. PLANTINGLOCATIONS ARE APPROXIMATE AND MUST BE APPROVED BY THE PROJECT ENGINEER PRIOR TO INSTALLATION.3. AREAS TO BE PLANTED ARE SHOWN ON THE PLAN. IF UTILITIES ARE ENCOUNTERED, PLANTS MAY BE REPOSITIONEDSLIGHTLY TO AVOID IMPACT.4. PLANTS AND PLANTING SHALL MEET THE STANDARDS OF ANSI Z60.1 AND ANSI A 300 AND BE COMPLETED ACCORDING TOPROJECT SPECIFICATIONS..5. ALL PLANTING SHALL BE DONE IN A SUITABLE SEASONAL TIMEFRAME FOR EACH SPECIES:5.1. WETLAND SEEDING, PLUGS, AND SHRUBS SHALL BE INSTALLED IN THE SPRING PRIOR TO JUNE 1 OR IN THE FALL PRIORTO OCTOBER 31.5.2. TREES SHALL BE PLANTED IN THEIR DORMANT SEASON AND PRIOR TO MARCH 1.6. TREES SHALL BE OF SUFFICIENT SIZE AND HEALTH TO BE STABLE WITHOUT STAKING. STAKING MAY BE ALLOWED WITHAPPROVAL AND INSPECTION OF THE PROJECT ENGINEER.7. PERMANENT SEEDING SHALL NOT CONTAIN ANY FESCUE GRASSES. PLACE SEEDING AS SPECIFIED IN THE PLAN.8. A DENSE STAND OF TEMPORARY AND PERMANENT VEGETATION IS REQUIRED PRIOR TO PROJECT COMPLETION. ANYAREAS NOT ESTABLISHED MUST BE RETILLED, RESEEDED, AND PROTECTED WITH COIR MATTING.9. SPREAD SEED UNIFORMLY UNDER COIR FIBER MATTING ALONG CHANNEL BANKS.10. STABILIZE ALL EXPOSED AREAS ALONG STREAM BANKS WITH THE PERMANENT SEED MIX #1.11. SILKY WILLOW & SILKY DOGWOOD LIVE STAKES PLANTED ALONG OUTSIDE MEANDER BENDS AND SPACED ACCORDINGTO DETAILS.12. CONTAINER TREES TO BE PLANTED ALONG BANK REPAIR ZONE.13. SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS.14. EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION ISESTABLISHED AND FINAL APPROVAL HAS BEEN ISSUED. THE CONTRACTOR SHALL INSPECT EROSIONCONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.15. DISTURBED AREAS NOT AT FINAL GRADE SHALL BE TEMPORARILY VEGETATED WITHIN 10 WORKING DAYS.16. UPON COMPLETION OF FINAL GRADING, PERMANENT VEGETATION SHALL BE ESTABLISHED FOR ALLDISTURBED AREAS WITHIN 10 WORKING DAYS. SEEDING SHALL BE IN ACCORDANCE WITH EROSIONCONTROL PLAN.17. ALL DISTURBED AREAS SHALL BE PREPARED PRIOR TO PLANTING BY DISC OR SPRING-TOOTH CHISELPLOW TO MINIMUM DEPTH OF 12 INCHES. MULTIPLE PASSES SHALL BE MADE ACROSS PLANTING AREASWITH THE IMPLEMENT AND THE FINAL PASS SHALL FOLLOW TOPOGRAPHIC CONTOURS.18. BARE ROOT PLANTINGS SHALL BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET D2. LIVE STAKES SHALL BEPLANTED ACCORDING TO DETAIL SHOWN ON SHEET D2.19. TREATMENT/REMOVAL OF INVASIVE SPECIES, PINES AND SWEET GUMS LESS THAN 6" DBH SHALL BEPERFORMED THROUGHOUT THE PLANTED AREA.20. HERBACEOUSE SPECIES SHALL BE DISTRIBUTED SUCH THAT 500 PLANTS OF THE SAME SPECIES ARE GROUPEDTOGETHER.21. BARE ROOT PLANTING DENSITY IS APPROXIMATELY 300 STEMS PER ACRE.LIVE STAKES ARE PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS AND ALONG THE TOE OF RIVER BANKS.22. TEMPORARY SEED MIX SHALL BE APPLIED AT A RATE OF 150 LBS/ACRE TO ALL DISTURBED AREAS.PERMANENT RIPARIAN SEED MIX SHALL BE APPLIED TO ALL RIVER BANKS AT A RATE OF 20 LBS/ACRE.23. PERCENT COMPOSITION OF PLANTINGS MAY VARY BASED ON SPECIES AVAILABILITY AT TIME OF PLANTINGCONTAINER #3, BRCONTAINER #3, BRCONTAINER #3, BRCONTAINER #3, BRCONTAINER #3, BRTEMPORARY SEEDING NOTES:1. ALL SEEDING TO BE COMPLETED BELOW AND ON TOP OF COIR MATTING ON SLOPES2. RE-SEED ALL SLOPES AND DISTURBED AREAS AS DIRECTED. TEMPORARY TURF SEEDING OF: 120 LBS/ACRE RYEGRAIN - NOVEMBER THROUGH MARCH 40 LBS/ACRE BROWNTOP MILLET-APRIL THROUGH OCTOBER PERMANENT TURF SEEDING (SPRING/SUMMER ONLY) OF: 15 LBS/ACRE KY BLUEGRASS 5LBS/ACRE CENTIPEDE 25 LBS/ACRE BERMUDAGRASS (HULLED).3. APPLY FERTILIZER (10-20-20) AT A RATE OF 500LBS/AC AND LIME AT 2TONS/ACRE WITH 3TONS/ACRE IN CLAY SOILS..4. SPREAD STRAW MULCH ON ANY DISTURBED AREAS AT A RATE OF 2 TNS /ACRE. ANCHORSTRAW BY TACKING WITH BIODEGRADABLE NETTING OR A MULCH ANCHORING TOOL.5. COVER ALL SLOPES WITH COIR MATTING AND SECURE WITH WOODEN STAKING.TERRACEACCESS ZONEACCESS ZONEBANK REPAIR ZONEBUFFER ZONEBUFFER ZONETERRACETERRACETERRACEROADTERRACEZONE PLANTING NOTESACCESS ZONE: 1 ACRE - ACCESS ZONES TO INCLUDE TEMPORARY SEED AND PERMANENT TURF SEED MIXES ONLY.UPPER SLOPE ZONE: 0.15 ACRES - UPPER SLOPE ZONE TO INCLUDE TEMPORARY AND PERMANENT TURF SEED MIXES ONLY.BUFFER ZONE: 0.6 ACRES - BUFFER ZONE TO INCLUDE TEMPORARY SEED, RIPARIAN SEED MIX #1, AND WOODY MIX PLANTINGS.PLANTINGS IN THIS ZONE WILL BE SUPPLEMENTAL TO EXISTING VEGETATION AND WILL REQUIRE COORDINATION IN THEFIELD. PROVIDE QUANTITIES AS SHOWN.BANK REPAIR ZONE: 0.75 ACRES - BANK REPAIR ZONE TO INCLUDE TEMPORARY SEED, RIPARIAN SEED MIX #1, WOODY MIXPLANTINGS, AND GRASS PLUGS. TREES SHALL BE PLANTED ON 10' CENTERS.TERRACE ZONE: 0.25 ACRES - TERRACE ZONE SHALL BE PLANTED WITH TEMPORARY SEED, RIPARIAN SEED MIX, AND WETLANDPLUGS.QTYGRASS PLUGS RIVER BANK PLANTINGS2 INCH PLUG1,500TYPE1,500SWITCHGRASS (PANICUM VIRGATUM)SEDGE (CAREX LUPIDA)MUHLY GRASS (MUHLENBERGIA CAPILLARIS)LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM)BIG BLUESTEM1,5001,5001,5002 INCH PLUG2 INCH PLUG2 INCH PLUG2 INCH PLUGSPACING2 FT2 FT2 FT2 FT2 FT (ANDROPOGON GERARDII ) (HELIANTHUS ANGUSTIFOLIUS) PERMANENT SEEDING AND LIVE STAKE NOTES:1. PERMANENT SEEDING SHALL NOT CONTAIN ANY FESCUE GRASSES. PLACE SEEDINGAS SPECIFIED IN THE PLAN (UNDER THE COIR MATTING).2. SPREAD SEED UNIFORMLY UNDER COIR FIBER MATTING ALONG CHANNEL BANKS.3. STABILIZE ALL EXPOSED AREAS AT STREAM BANKS WITH THE PERMANENT RIPARIANBUFFER SEED MIX.4. SILKY WILLOW & SILKY DOGWOOD LIVE STAKES PLANTED IN COIR TO BE SPACED ASSHOWN IN DETAIL 2/9.0. PLANT IRONWOOD TREES SPACED EVENLY ALONG TOP OFBANK AS SHOWN.5. WATER SEEDED AREAS AND LIVE STAKES THOROUGHLY AT PLANTING AND WEEKLYDURING THE FIRST GROWING SEASON.6. LIVE STAKES AND SEEDED AREAS SHALL BE WARRANTED FOR 80% SURVIVAL ATONE-YEAR AFTER PLANTING. IF AT THE END OF ONE-YEAR 20% OR MORE ARE DEADOR DEAD LIKE CONDITION, RE-PLANTING OF SUFFICIENT STOCK TO COMPLY WITH AN80% SURVIVAL RATE SHALL BE PERFORMED.7. SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL INSTRUCTIONS ANDREQUIREMENTS.CONTAINER PLANTING NOTES:1. AREAS TO BE PLANTED ARE SHOWN ON THE PLAN. IF UTILITIES ARE ENCOUNTERED, PLANTS MAY BEREPOSITIONED SLIGHTLY TO AVOID IMPACT.2. EACH PLANTING HOLE SHALL BE EXCAVATED AND PREPARED BY MIXING THE EXCAVATED MATERIALINTO A PLANTING SOIL MIXTURE OF 2 PARTS PINE BARK SOIL CONDITIONER, 2 PARTS TOP SOIL AND 1PART NATIVE MATERIAL, THOROUGHLY MIXED.3. ALL TREES SHOULD BE PLANTED AND FERTILIZED ACCORDING TO DETAILS (SHEET 10.1) AND FERTILIZERCHART GUIDE SHOWN ON THIS SHEET. WHEN HOLE IS ALMOST BACKFILLED, ADD WATER AND ALLOWTO SOAK IN. FILL HOLE TO FINISH GRADE AND FORM A SHALLOW SAUCER AROUND THE TREE ASSHOWN ON DETAIL 3/10.1. WATER ENTIRE PLANTING AREA THROUGHLY.4. BEFORE PLACING MULCH, USE WEED CONTROL FABRIC AROUND EACH TREE TO A MINIMAL DIAMETER OF24" AND FINISH WITH 4"-6" OF WELL AGED HARDWOOD MULCH.5. SPRAY TREES AND SHRUBS WITH AN ANTI-DESICCANT IF FOLIAGE IS PRESENT.6. WATER CONTAINER PLANTS THOROUGHLY AT PLANTING AND WEEKLY DURING THE FIRST GROWINGSEASON, APRIL THROUGH OCTOBER.8. CONTRACTOR SHALL MONITOR AND WATER AS REQUIRED FOR PLANT SURVIVAL.8. PLANTS SHALL BE WARRANTED FOR 100% SURVIVAL AT ONE YEAR-YEAR AFTER PLANTING, IF AT THEEND OFONE YEAR ANY PLANTS ARE DEAD OR DEAD LIKE CONDITION, RE-PLANTING OF SUFFICIENT STOCK TOCOMPLY WITH AN 100% SURVIVAL RATE SHALL BE PERFORMED.9. SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS. SURGE & #57 STONEFILTER FABRICCOIR LOGBOULDER WALL STRUCTURE NOTES:1. BOULDERS MUST BE AT LEAST 2.5'x2.0x1.5'.2. DIG A TRENCH BELOW THE BED FOR FOOTERBOULDERS. START AT BANK AND PLACE FOOTERBOULDERS FIRST AND THE HEADER BOULDERS.CONTINUE WITH STRUCTURE, FOLLOWING ANGLE ANDSLOPE SPECIFICATIONS.3. INSTALL FILTER FABRIC BETWEEN REBUILTSTREAMBANK AND STONE BACKFILL. FILTER FABRICTO EXTEND THE ENTIRE LENGTH OF BOULDER BANKPROTECTION.4. USE WELL GRADED MIX OF SURGE AND #57 STONEBETWEEN STRUCTURE AND BACKFILLED BANK.5. STREAM BANK TO BE SLOPED UP TO DESIGN GRADEABOVE HEADER BOULDER.6. FILTER FABRIC SHALL BE TRIMMED ALONG THETRANSITION BETWEEN THE STONE BACKFILL AND THEREBUILT STREAM BANK SO THAT THE FILTER FABRICDOES NOT OVERLAP THE HEADER BOULDERS.BOULDER WALL AND TERRACEWOODEN STAKE4'TYPICAL STAKE2"UPHI LL COIR LOG INSTALLATION NOTES:1. INSTALL STAKES ON 3' CENTERS ON EACH SIDE OF ROLL.TOP OF STAKE SHOULD NOT EXTEND ABOVE ROLL.2. EXCAVATE A SHALLOW TRENCH FOR LEVEL PLACEMENTOF EACH COIR LOG.3. COIR LOGS SHALL BE 20" DIAMETER AND 10' LONG. JOINBUTTING COIR LOGS TOGETHER BY TYING COIR FABRICTOGETHER AND STAKING THROUGH BOTH LOGS.4. PRE-DRILL HOLES IN BEDROCK ~2' DEEP AND THEAPPROXIMATE DIAMETER OF THE WOODEN STAKE THENPOUND STAKE THROUGH COIR LOG AND INTO HOLE.5. PROTECT TERRACE FILL SOIL WITH COIR EROSIONCONTROL FABRIC.6. COIR LOG PRODUCTS MUST MEET A WEIGHTREQUIREMENT OF 5 LBS/FT AND DENSITY REQUIREMENTOF 9 LBS/CF.7. PROVIDE PRODUCT DATA FOR APPROVAL BY ENGINEER.NWLBOULDER HEIGHT VARIES~2'SOIL FILLEXISTING SOILSOIL FILL(TYP)SOIL CUT(TYP)EXISTING BANKPPPP570.0568.0566.0564.0562.0560.0553.0550.0566.0569.0564.0563.0552.0554.0 559.0563.0552.0550.0548.0571.0LODLODLODLODLODLODLODLODLODFeet01020BOULDER WALL1.5:1 SLOPECOIR LOGCOIR LOGTERRACETERRACESCALE 1IN = 10FT PUBLIC STREETEXISTING GROUND50' MIN.18' MIN.6" MIN.TYPE II FILTER FABRICUNDER 2"-3" COURSE AGGREGATE50' MIN.PUBLIC STREET NOTES:1. A STABILIZED ENTRANCE PAD OF 2"-3" COURSE AGGREGATE SHALL BE LOCATED WHERE TRAFFICWILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET OR EXISTINGGRAVEL/PAVED SURFACE.2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THECONSTRUCTION ENTRANCE.3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWINGOF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANYMEASURES USED TO TRAP SEDIMENT.4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BEREMOVED IMMEDIATELY.5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING APUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITHCRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.6. NCDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THECONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.CONSTRUCTION ENTRANCE4'-10"48"FINISHED GRADEWIRE OR ZIP TIES TO SECURESAFETY FENCE TO POSTSTAKES: 66" T-POST DRIVEN 18"BELOW GRADE48" HIGH DENSITY ORANGEPOLYETHYLENE SAFETY FENCESTAKE SPACING 12' ONCENTERTEMPORARY PROTECTION FENCENOTES:FLOWSEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUNDPUMP AROUND PUMPBASEFLOWIMPERVIOUS SHEETIMPERVIOUS DIKE1. EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL.2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROMSTREAM FLOW.3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BESTABILIZED IN ONE WORKING DAY.4. THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY X CFS FOR MILLCREEK.5. THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY X CFS FOR SALEMCREEK.6. THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY X CFS FORUT-SALEM CREEK.7. PROVIDE STABILZED OUTLET TO STREAM BANK.FILTER FABRICFOR DRAINAGETYPE 2(NON-WOVEN)SPECIAL STILLING BASINEXISTINGGROUNDEXISTINGCHANNELTEMPORARYFLEXIBLEHOSESPECIAL STILLING BASIN(SEE PROJECT SPECIALPROVISIONS)DEWATERING PUMPIMPERVIOUS DIKE (SEEPROJECT SPECIALPROVISIONS)TEMPORARYPIPINGIMPERVIOUSDIKE (SEEPROJECTSPECIALPROVISIONS)SANDBAG/STONEWORKINGAREATOP OF STREAM BANK1. INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE DESIGNATED PROJECT WORKING AREA.2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL CONVEYTHE BASE FLOW FROM UPSTREAM OF THE WORK SITE.3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF NEEDED TO DEWATER THEENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATERTHE WORK AREA. THIS WATER WILL FLOW INTO A SPECIAL STILLING BASIN.5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLAN ANDFOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF THEIMPERVIOUS DIKE. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE HOSE/PIPING STARTINGWITH THE DOWNSTREAM DIKE FIRST.7. ONCE THE WORKING AREA IS COMPLETED, REMOVE THE STILLING BASINS AND STABILIZE DISTURBED AREASWITH SEED AND MULCH.12" MIN. CLASS A STONEFLOWCLASS I RIPRAP SPLASHPADPROVIDE STABILIZEDOUTLET TO STREAMBANKTYPICAL PUMP AROUND OPERATIONF I L L S LOPEFLOWTEMPORARY SILT FENCE NOTES:1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.2. WOVEN FILTER FABRIC TO BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS.3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE.4. TURN SILT FENCE UP SLOPE AT ENDS.5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW.8. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FENCE.9. ATTACH THE FABRIC TO EACH POST WITH THREE TIES WITH THE TOP TIE WITHIN 8” OF THE TOP OF THE FABRIC.10. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.11. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.TEMPORARY SILT FENCE MAINTENANCE NOTES:1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.2. SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTINGDRAINAGE AREA HAS BEEN PROPERLY STABILIZED.WOVENFILTERFABRICSTEEL POST8' MAX2'-0"STEEL POSTWOVEN FILTER FABRIC30" MIN 24" FILTER FABRIC ANCHOR SKIRT 8" MINIMUMTEMPORARY SILT FENCE LIVE STAKELIVE STAKE DETAILPLAN VIEWCROSS-SECTIONTOP OF STREAMBANKNOTES1. STAKES SHALL BE CUT AND INSTALLED ON THE SAME DAY.2. STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED ANDNOT USED FOR CONSTRUCTION.3. STAKES SHALL BE INSTALLED WITH BUDS POINTINGUPWARD.4. STAKES SHALL BE INSTALLED PERPENDICULAR TO BANK.5. STAKES SHALL BE 0.5" - 2" INCHES IN DIAMETER AND 30" INLENGTH MINIMUM.6. STAKES SHALL BE INSTALLED WITH APPROXIMATELY 3" OFSTAKE REMAINING ABOVE GROUND.7. STAKE SPACING SHALL BE 3' ON CENTER.STAKES SHALL BEPLANTED & INSTALLEDFROM TOP OF BANK TOTOE OF SLOPE2.1'1' MAX3.0'ANGLE CUT TO45 DEGRESSLIVE CUTTING 0.5" - 2" DIABUDS FACING UPWARDSQUARE CUT TOP30" IN LENGTHMINIMUMTOP OFSTREAMBANKTOP OFSTREAMBANKTOE OF SLOPETOE OF SLOPESLOPE BANK PERPLAN SHEETS2'-3' BETWEEN STAKES,DEPENDING ON LOCATION,SEE NOTE 7 BELOW1' MAXTREE PLANTING AND GUYINGSECTION VIEWPLAN VIEWFLOWPROFILE VIEWFILTER FABRICPOOLTOP OFSTREAMBANKPIPE OUTLET INTO VANE STRUCTURENEW PIPEVANE ARMVANE ARMNEWPIPETOP OFSTREAMBANKNEW PIPEVANE ARMCROSS-SECTION A-A'PLAN VIEW5' MINFLOWPROFILE VIEW3.0'HEADERROCKFOOTER ROCK75% CLASS A STONE25% #57 STONEHFLOWTOP OFSTREAMBANKH = 1.0'FILTERFABRICTOE OFBANKANGLE BOULDERSTO CENTER FLOWTOP OFBANK0.5' MINA'ABOULDER STEPS FOR EPHEMERAL CHANNEL2.0'EMBED BOULDERS 1.5'INTO TOE OF SLOPE2.0'4.0'1.0'STREAMTHALWEG