20181089 Ver 1_SR&S Plan CDs Reduced Size_20180806

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REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION1 OF 16
NOT TO SCALE
COVER, CONTENTS & VICINITY MAPVICINITY MAP(GREEN LEVEL QUADRANGLE)NOT TO SCALEENVIRONMENTAL DESIGN FIRM:SOIL & ENVIRONMENTAL CONSULTANTS, PA8412 Falls of Neuse Road, Suite 104Raleigh, NC 27615(919) 846-5900PREPARED FOR:WILLIAM G. DANIEL & ASSOCIATES., P.A.1150 S.E. MAYNARD ROAD, STE 260CARY, NC 27511(919) 467-9708STREAM RESTORATION PLANCONSTRUCTION DRAWINGS FOR THECONTENTS:1.COVER, CONTENTS & VICINITY MAP2.CONSTRUCTION SEQUENCE3.EXISTING SITE CONDITIONS4.OVERALL PROPOSED SITE CONDITIONS5.PROPOSED CONDITIONS I6.PROPOSED CONDITIONS II7.TYPICAL VALLEY CROSS-SECTIONS8.PROPOSED STREAM PROFILE 19.PROPOSED STREAM PROFILE II & TYPICAL CROSS-SECTION DETAILS10.IN-CHANNEL STRUCTURE DETAILS I11.IN-CHANNEL STRUCTURE DETAILS II12.IN-CHANNEL STRUCTURE DETAILS III & BANK PLANTING DETAILS13.PLANTING PLAN14.PLANTING DETAILS & SPECIFICATIONS15.EROSION & SEDIMENT CONTROL PLAN16.EROSION CONTROL DETAILS
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REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTIONNOT TO SCALE
CONSTRUCTION SEQUENCE The following Construction Sequence applies to the construction of1708 Lewter Shop Road Property Stream Restoration Project:1. Obtain USACE, NCDENR - DWR, and Chatham County approvalprior to construction.2. Contractor to confirm valid Chatham County Land DisturbancePermit prior to construction.3. Contractor to locate and mark existing utilities on site. Performsite walk-through with Client and Engineer.4. If necessary repair existing check dam immediately downstreamof the proposed channel repairs and refresh stone at existingconstruction entrance. Install any additional silt fencing orerosion controls at the Engineer's and/or Contractor's discretion.5. Maintain existing temporary diversion channel during streamconstruction.6. Grade stream channel banks in stream restoration reach todimension, pattern and profile shown on the plans and in thedetails. Extent of grading and channel alignment/slope may beadjusted by Engineer at the time of construction. Whereappropriate, blend grade to topography shown on Site GradingPlan (by others).7. Install in-channel boulder (and log structures if approved by theEngineer) and constructed riffles as shown on the plans and asdirected by the Engineer.8. Temporarily stockpile cut material fill (if any) in areas as directedby Engineer within adjacent floodplain for later use. Surroundstockpile areas with silt fence if directed.9. Perform wetland grading as shown toprovide for micro-topographic variationwithin wetlands to create varyingtemporary ponding depths.10. Line restored stream banks with CF-7 matting or Engineer-approved equivalent as construction proceeds.11. Apply erosion control seeding measures to disturbed areas asfinal grade is reached. Apply soil amendments as needed toprepare for seeding and planting. Apply temporary andpermanent seeding measures.12. Redirect stream flow from temporary diversion into new channel.13. Use stockpiled cut material to backfill temporary diversionchannel and grade floodplain perimeter slopes.14. Remove downstream gravel check dam, and any other temporaryerosion control devices installed for the purposes of channelconstruction when directed by the Engineer.15. Perform stream bank, wetland and buffer planting as specified.Engineer to be notified prior to planting observation to approveplanting bed conditions.16. Coordinate for walk-through inspection with Owner, Engineer,and Agency Representatives, if necessary.CONSTRUCTION SEQUENCE2 OF 16
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REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION1"=40'
EXISTING SITE CONDITIONS SCALE 1" = 40'NORTH40CONTOUR INTERVAL = 1'20040EXISTING WOODLINE (APPROX.)EXISTING SITE CONDITIONSNOTES:1. SITE DATA INCLUDING UTILITIES, NATIVE VEGETATION, EXISTING CONTOUR DATA, EROSIONCONTROL MEASURES AND PROPERTY BOUNDARIES PROVIDED BY WM. G. DANIEL &ASSOCIATES, P.A. OF CARY, NC.2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE APPROXIMATE. THIS IS NOT A SURVEY.3. EXISTING EROSION CONTROL MEASURES DESIGNED AND INSTALLED BY OTHERS. PLANPREVIOUSLY APPROVED BY CHATHAM COUNTY.4. OWNER INTENDS TO UTILIZE ALL CUT MATERIAL ON SITE. NO HAULING, OTHER THAN REFUSEIS ANTICIPATED.EXISTING TEMPORARY STREAMDIVERSION CHANNEL (BY OTHERS)APPROX. DOWNSTREAM ENDOF REPAIR & STABILIZATION,TIE TO ELEV. 304.00'APPROX. UPSTREAM END OFREPAIR & STABILIZATION, TIETO ELEV. 318.00'EXISTING TEMPORARYEROSION CONTROL OUTLET(BY OTHERS)EXISTING SILT FENCE(BY OTHERS), TYP.3 OF 16PROPERTYBOUNDARY (TYP.)
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REV.DESCRIPTION APPR.DATE
REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION1"=40'
OVERALL PROPOSED SITE
CONDITIONSOVERALL PROPOSED SITE CONDITIONSSCALE 1" = 40'NORTH40CONTOUR INTERVAL = 1'20040PROPOSED SITECONDITIONS 1, SHEET 5PROPOSED SITECONDITIONS II, SHEET 6PROPERTYBOUNDARY (TYP.)PROPOSED RESTOREDWETLANDS (TYP.)PROPOSED RESTOREDSTREAM ALIGNMENT4 OF 16NOTES:1. SITE DATA INCLUDING UTILITIES, NATIVE VEGETATION, EXISTING CONTOUR DATA, EROSIONCONTROL MEASURES AND PROPERTY BOUNDARIES PROVIDED BY WM. G. DANIEL &ASSOCIATES, P.A. OF CARY, NC.2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE APPROXIMATE. THIS IS NOT A SURVEY.3. EXISTING EROSION CONTROL MEASURES DESIGNED AND INSTALLED BY OTHERS. PLANPREVIOUSLY APPROVED BY CHATHAM COUNTY.4. OWNER INTENDS TO UTILIZE ALL CUT MATERIAL ON SITE. NO HAULING, OTHER THAN REFUSEIS ANTICIPATED.5. SEE PLANTING PLAN AND DETAILS FOR PROPOSED STREAMBANK, WETLAND AND BUFFERPLANTING.
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REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION1"=20'
PROPOSED SITE CONDITIONS IPROPOSED SITE CONDITIONS ISCALE 1" = 20'NORTH20CONTOUR INTERVAL = 1'10020NOTES:1. SITE DATA INCLUDING EXISTING CONTOURS, TREELINE, AND PROPERTYBOUNDARY PROVIDED BY WM. G. DANIEL & ASSOCIATES, P.A. OF CARY,NC.2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE APPROXIMATE.3. STRUCTURE LOCATION, NUMBER, AND TYPE ARE APPROXIMATE AND MAYBE ADJUSTED BY ENGINEER AT THE TIME OF CONSTRUCTION.4. LOG J-HOOKS MAY BE SUBSTITUTED FOR BOULDER J-HOOKS WITHENGINEER APPROVAL.5. SEE PLANTING PLAN AND DETAILS FOR PROPOSED STREAMBANK, WETLANDAND BUFFER PLANTING.START STREAM REPAIR,STA. 0+00, TIE TOSTABLE CHANNELINVERT @ ELEVATION318.00'PROPOSED RESTOREDSTREAM ALIGNMENTWETLAND RESTORATIONAREA, GRADE MICRO-TOPOGRAPHY AS DIRECTEDBY ENGINEER AT TIME OFCONSTRUCTIONLEGENDCONSTRUCTED RIFFLEPROPOSED STREAM ALIGNMENTBOULDER CROSS VANE WITHOR WITHOUT STEPROCK J-HOOKROCK SILLPROPERTYBOUNDARY (TYP.)5 OF 16A7A7
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REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION1"=20'
PROPOSED SITE CONDITIONS IIPROPOSED SITE CONDITIONS IISCALE 1" = 20'NORTH20CONTOUR INTERVAL = 1'10020END STREAM REPAIR TIETO STABLE CHANNEL @EVEV. 304.00'NOTES:1. SITE DATA INCLUDING EXISTING CONTOURS, TREELINE, EROSION CONTROLMEASURES AND PROPERTY BOUNDARY PROVIDED BY WM. G. DANIEL &ASSOCIATES, P.A. OF CARY, NC.2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE APPROXIMATE.3. STRUCTURE LOCATION, NUMBER, AND TYPE ARE APPROXIMATE AND MAYBE ADJUSTED BY ENGINEER AT THE TIME OF CONSTRUCTION.4. LOG J-HOOKS MAY BE SUBSTITUTED FOR BOULDER J-HOOKS WITHENGINEER APPROVAL.5. SEE PLANTING PLAN AND DETAILS FOR PROPOSED STREAMBANK, WETLANDAND BUFFER PLANTING.WETLAND RESTORATIONAREA, GRADE MICRO-TOPOGRAPHY AS DIRECTEDBY ENGINEER AT TIME OFCONSTRUCTIONWETLAND RESTORATIONAREA, GRADE MICRO-TOPOGRAPHY AS DIRECTEDBY ENGINEER AT TIME OFCONSTRUCTIONLEGENDCONSTRUCTED RIFFLEPROPOSED STREAM ALIGNMENTBOULDER CROSS VANE WITHOR WITHOUT STEPROCK J-HOOKROCK SILLPROPERTYBOUNDARY (TYP.)6 OF 16B7B7PROPOSED RESTOREDSTREAM ALIGNMENT
BASE FLOWNEW FLOODPLAINRESTORED RIPARIAN BUFFER, WIDTH VARIES,50' MIN. (TYP.) SEE PLANTING PLAN & DETAILSPERIMETER SLOPES(BY OTHERS)BANKFULLELEVATION(WIDTH VARIES ALONG CHANNEL)UTILIZE BUFFER PLANTINGMIX AND INSTALL RIPARIANBUFFER PLANTINGS, SEEPLANTING PLANBANKFULLWIDTHBANK FULL W
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HRIPARIAN CROSS-SECTION (B-B)(NOT TO SCALE)ADJACENT WETLANDS, EXCAVATE TO DEPTHOF APPROX. 3"-6",WETLAND SURFACE TO BEGRADED WITH MICRO-TOPOGRAPHICVARIATION AS DETERMINED BY ENGINEER ATTIME OF CONSTRUCTIONBASE FLOWNEW FLOODPLAINRESTORED RIPARIAN BUFFER W/ ADJACENTWETLAND AREAS, BUFFER WIDTH VARIES, 50'MIN. (TYP.) SEE PLANTING PLAN & DETAILSBANKFULLELEVATIONUTILIZE WETLAND SEED MIXAND INSTALL WETLANDPLANTINGS, SEE PLANTINGPLAN AND DETAILS(WIDTH VARIES ALONG CHANNEL)UTILIZE BUFFER PLANTINGMIX AND INSTALL RIPARIANBUFFER PLANTINGS, SEEPLANTING PLANBANKFULLWIDTHBANK FULL W
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H WETLAND CROSS-SECTION (A-A)(NOT TO SCALE)PROPOSED RESTOREDSTREAM CHANNELPROPOSED RESTOREDSTREAM CHANNELPERIMETER SLOPES(BY OTHERS)Project:
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REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTIONNOT TO SCALE
TYPICAL VALLEY CROSS-SECTIONSTYPICAL VALLEY CROSS-SECTIONSNOTES:1) THIS FIGURE IS INTENDEDTO REPRESENT A TYPICALCROSS-SECTION OF THEPROPOSED POST-CONSTRUCTIONCONDITION. SPECIFICSREGARDING DEPTH,DIMENSION, AND EXTENTOF GRADING WILL VARYALONG THE LENGTH OFTHE RESTORED STREAMCHANNEL AND VALLEY.2) FOR DETAILS REGARDINGCHANNEL CONSTRUCTION,SEE PROPOSED SITE PLANAND LONGITUDINALPROFILE SHEETS.3) FOR DETAILS REGARDINGSTREAMBANK, WETLANDAND BUFFER PLANTINGSEE PLANTING PLAN ANDPLANTING DETAILS ANDSPECIFICATIONS.7 OF 16
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REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTIONPROPOSED STREAM PROFILE 18 OF 16PROPOSED STREAM PROFILE I
NOT TO SCALE
File: \\Ral-fs1\jobs12-12999k\12077\D1\Maps-Drawings\StreamRestorationConstDWGsBasedOn_104005-378749_REV 2-6-13.DWG S = 0.014 ft/ft.S = 0.012 ft/ft.S = 0.021 ft/ft.S = 0.013 ft/ft.S = 0.009 ft/ft.S = 0.054 ft/ft.
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Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION1.25'TYPICAL POOLC4 STREAM TYPEPROPOSED STREAM PROFILE II & TYPICAL CROSS-SECTION DETAILS9 OF 16PROPOSED STREAM PROFILE II
NOT TO SCALE
File: \\Ral-fs1\jobs12-12999k\12077\D1\Maps-Drawings\StreamRestorationConstDWGsBasedOn_104005-378749_REV 2-6-13.DWG
STANDARD PACIFIC·POOL CROSS-SECTION AREA 3.75 SQUARE FEET·BANKFULL CHANNEL WIDTH 5.40 FEET·POOL MAX DEPTH 1.25 FEET·POOL MEAN DEPTH 0.70 FEET5.40'0.70'0.55'TYPICAL RIFFLE·RIFFLE CROSS-SECTION AREA 2.50 SQUARE FEET·BANKFULL CHANNEL WIDTH 4.50 FEET·RIFFLE MEAN DEPTH 0.55 FEET·RIFFLE MAX DEPTH 0.85 FEET4.50'BKFBKF0.85'
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Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTIONBOULDER CROSS VANE / J-HOOK WITH STEP DETAILRIGHT BANK
LEFT BANKBOULDERSFOOTERFLOWBANKFULL STAGEGEOTEXTILE FABRIC3-7%SLOPESTREAM BEDAGGREGATE STONECLASS "A" OR "B" GEOTEXTILE FABRICAGGREGATE STONECLASS "A" OR "B"(NOT TO SCALE) IN-CHANNEL STRUCTURE DETAILS I10 OF 16IN-CHANNEL
STRUCTURE DETAILS I
NOT TO SCALEBOULDER ORLOG STEPSCOUR POOLBOULDER ORLOG STEPFile: \\Ral-fs1\jobs12-12999k\12077\D1\Maps-Drawings\StreamRestorationConstDWGsBasedOn_104005-378749_REV 2-6-13.DWG NOTE:1. BOULDER CROSS VANE MAY BECONSTRUCTED WITH OR WITHOUT STEPDEPENDING ON SITE CONDITIONS.2. BOULDER CROSS VANE MAY BE MODIFIEDAND CONSTRUCTED AS BOULDER J-HOOK.20°-30° TYP.1/3 BKF1/3 BKF1/3 BKFPLANBOULDER J-HOOK WITH STEP DETAILPROFILE1/3 BKF WIDTH1/3 BKF WIDTH3-7%SLOPESTREAM CHANNEL BED(NOT TO SCALE)BANKFULL STAGEFLOWCLASS "A", CLASS "B", AND#57 AGGREGATE STONE MIXGEOTEXTILE FABRICFOOTERBOULDERSSTEPSCOUR POOLCLASS "A", CLASS "B", AND#57 AGGREGATE STONE MIXGEOTEXTILE FABRICBOULDER STEPSCOUR POOLFOOTERBOULDERSNOTE:J-HOOK MAY BE CONSTRUCTED WITH ORWITHOUT STEP DEPENDING ON SITECONDITIONS.RIGHT BANKPROFILEPLAN1/3 BKF WIDTH20°-30° TYP.SCOUR POOLSCOUR POOLSCOUR POOL
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Project No.:
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Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION11 OF 16
NOT TO SCALE
File: \\Ral-fs1\jobs12-12999k\12077\D1\Maps-Drawings\StreamRestorationConstDWGsBasedOn_104005-378749_REV 2-6-13.DWG IN-CHANNEL STRUCTURE DETAILS IIBOULDER SILL DETAILPROFILESTREAM CHANNEL BED(NOT TO SCALE)NOTE:BOULDER SILL MAY BE CONSTRUCTEDWITH ONE OR TWO ROWS OF BOULDERSDEPENDING ON SITE CONDITIONS.BANKFULL STAGESECTIONBOULDERSFLOWGEOTEXTILE FABRICNCDOT #57 STONECLASS "A" , "B" ANDBANKFULLWIDTHMIN. 2' PAST TOPBANK (TYP.)2" MAX.2" MAX.CONSTRUCTED RIFFLE DETAILPROFILE(NOT TO SCALE)NOTE:CONSTRUCTED RIFFLES MAY BE AUGMENTEDWITH LOG OR BOUNDERS VANE ARMS TOMODIFY FLOW PATH ALONG RIFFLE LENGTHDEPENDING ON SITE CONDITIONS.BANKFULL STAGESECTIONFLOWGEOTEXTILE FABRICNCDOT #57 STONECLASS "A" , "B" ANDBANKFULLWIDTHEXTEND INTO BANK2' MIN. (TYP.)12" MIN.NCDOT #57 STONECLASS "A" , "B" ANDGEOTEXTILE FABRICBANKFULL STAGEPOOLPOOL12" MIN.RIFFLE LENGTHVARIESMIN. 5 ' INTO POOLS,EXTEND BED MATERIALU/S AND D/S OF RIFFLEBANKFULL STAGEIN-CHANNEL
STRUCTURE DETAILS II
PERMANENT SEEDING SPECIFICATIONSProject:
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Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTIONNOTES:WETLAND PLANT SPECIES IN WETLAND SEED MIX MAY INCLUDE BUT ARE NOT LIMITED TO:·Virginia Wild Rye (Elymus virginicus)·Soft Rush (Juncus effusus)·Sedge (Carex lurida, lupulina, or vulpinoidea)·Woolgrass (Scirpus cyperinus)·Cardinal Flower (Lobelia cardinalis)·Lizard's Tail (Saururus cernuus)WETLAND SEED MIX·Virginia Wild Rye (Elymus virginicus)·Soft Rush (Juncus effusus)·Switchgrass (Panicum virgatum·Creeping Bentgrass (Agrostis stolonifera)·Black-Eyed Susan (Rudbeckia hirta)·Coreopsis (Coreopsis lanceolata)·Deer Tongue (Panicum clandestinum)·Big Bluestem (Andropogon gerardii)·Awned Barnyard Grass (Echinochloa muricata)·Little Bluestem (Schizachyrium scoparium)·Indian Grass (Sorghastrum nutans)·Gamma (Tripsacum dactyloides)BUFFER SEED MIXNOTES:PLANT SPECIES IN BUFFER SEED MIX MAY INCLUDE BUT ARE NOT LIMITED TO: IN-CHANNEL STRUCTURE DETAILS III & BANK PLANTING DETAILSNOTES:1. J-HOOK MAY BE SUPPLEMENTED WITHLOG OR BOULDER SILL3-7%SLOPEBANKFULL STAGEPROFILESTREAM CHANNEL BEDPLANLOG J-HOOK DETAILRIGHT BANKLEFT BANKLOGCROSS SECTION(NOT TO SCALE)SCOUR POOLVANE ARMANCHOR LOGFLOWFOOTERBOULDERSSCOUR POOLEXCAVATIONAREAFOOTERBOULDERSVANE ARMGEOTEXTILE FABRICANCHOR LOGGEOTEXTILE FABRICCLASS "A", CLASS "B",AND #57 AGGREGATESTONE MIXNAILFL
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20°-30°ANGLE-CUT ENDWATER ELEVATIONBASE FLOWBANKFULL BENCHSIDE VIEWLIVE STAKE PLANTING DETAIL (TYP.)(NOT TO SCALE)·LIVE STAKES INSTALLED IN BANK WITHDEAD-BLOW HAMMER·4/5 OF STAKE IN GROUND·BUDS ORIENTED UPWARDS·3' CENTERS (APPROX.)·CUT EXPOSED END OF LIVE STAKEAFTER INSTALLATION IF DAMAGED DUETO INSTALLATION(i.e. damaged bark, split ends, etc.)STABILIZATION STREAM BANK SHRUBS - 2 ROWS, 3 FOOT SPACINGSPECIESCOMMON NAMETOTAL #SIZEREMARKSCornus amomumSilky dogwood241Live stakesAlong stream bankSambucus canadensisElderberry241Live stakesAlong stream bankSalix serviciaSilky willow241Live stakesAlong stream bankTotal723STREAM BANK PLANTING DETAILS & SPECIFICATIONSIN-CHANNEL STRUCTURE DETAILS III 12 OF 16
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SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SF SFSFSF320325330335330325320318 319
32032533033531
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3255+430+001+002+003+004+005+000+501+502+503+504+50Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION1"=40'
PLANTING PLANPLANTING PLANNOTES:1. SITE DATA INCLUDING UTILITIES, NATIVE VEGETATION, CONTOUR DATA, AND PROPERTYBOUNDARIES PROVIDED BY WM. G. DANIEL & ASSOCIATES, P.A. OF CARY, NC.2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE APPROXIMATE. THIS IS NOT A SURVEY.3. EXTENT OF STREAMBANK, WETLAND AND BUFFER PLANTING MAY BE MODIFIED BASED ONSITE CONDITIONS AT THE TIME OF CONSTRUCTION.SCALE 1" = 40'NORTH40CONTOUR INTERVAL = 1'20040PROPERTYBOUNDARY (TYP.)13 OF 16WETLAND PLANTINGBOUNDARY (TYP.), SEEDETAILS & SPECIFICATIONSZONE 1 BUFFER BOUNDARY (TYP.)ZONE 2 BUFFER BOUNDARY (TYP.)STREAMBANK PLANTINGAREA (TYP.), SEE DETAILS& SPECIFICATIONSBUFFER PLANTING(TYP.), SEE DETAILS& SPECIFICATIONS
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REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTIONPLANTING DETAILS & SPECIFICATIONS
NOT TO SCALE
File: \\Ral-fs1\jobs12-12999k\12077\D1\Maps-Drawings\StreamRestorationConstDWGsBasedOn_104005-378749_REV 2-6-13.DWG
123VARIES UP TO 50' MAX.STREAM CENTERLINETOP OF BANKCOIR MATTING AND TWO ROWSOF LIVE STAKES (SPACED 3' APART)SEE COIR MATTING AND LIVE STAKEDETAILTYPICAL PLANTING LAYOUT REPAIR SECTION(NOT TO SCALE)TREES AND SHRUBS RANDOMLYINTERMIXED, SELECTED SPECIES PERTABLE, TYPICAL 8' X 8' SPACING8'8'NOTES:1.OVERALL TREE/SHRUB DENSITY IN BUFFER RESTORATION AREA TO REMAIN NOT LESS THAN320 STEMS/ACRE.2.ALL AREAS WITHIN BUFFER AND WETLAND RESTORATION AREA TO BE SEEDED WITHPERMANENT WETLAND SEED MIX CONTAINING AT A MINIMUM: LIZARDS TAIL, SOFT RUSH, ANDBLUE FLAG IRIS AT A RATE OF 15 LBS/ACRE .3.ALL GRADED AREAS OUTSIDE OF WETLAND AND BUFFER RESTORATION AREA TO BE SEEDEDWITH SWITCHGRASS AT A RATE OF 15 LBS/ACRE.OPEN PLANTING HOLE WITHSHOVEL OR AUGERPLACE BARE-ROOT SEEDLING IN HOLE-ROOT COLLAR AT SURFACECLOSE HOLE WITH SHOVEL OR AUGER-NO AIR SPACE AROUND ROOTSWETLAND TREE SPECIES (8-foot x 8-foot spacing)SPECIESCOMMON NAME TOTAL #SIZEREMARKSTaxodium ascendensPond CypressTBDBare root seedlingWithin wetland areaQuercus michauxiiSwamp chestnutTBDBare root seedlingWithin wetland areaFraxinus pennsylvanicaGreen ashTBDBare root seedlingWithin wetland areaTotalTBDBUFFER SHRUBS (8-foot x 8-foot spacing)SPECIESCOMMON NAMETOTAL #SIZEREMARKSVaccinium corymbosumHigh Bush BlueberryTBDBare root seedlingWithin buffer areaCarylus americanaAmerican hazelnutTBDBare root seedlingWithin buffer areaLindera benzoinSpicebushTBDBare root seedlingWithin buffer areaCornus amomumSilky dogwoodTBDBare root seedlingWithin buffer areaTOTALTBDBUFFER TREES (8-foot x 8-foot spacing)SPECIESCOMMON NAMETOTAL #SIZEREMARKSCarpinus carolinianaAmerican HornbeamTBDBare root seedlingWithin buffer areaCercis canadensisEastern redbudTBDBare root seedlingWithin buffer areaCornus FloridaFlowering dogwoodTBDBare root seedlingWithin buffer areaAcer rubrumRed mapleTBDBare root seedlingWithin buffer areaFraxinus pennsylvanicaGreen ashTBDBare root seedlingWithin buffer areaLiriodendron tulipiferaTulip poplarTBDBare root seedlingwithin buffer areaTOTALTBDPLANTING DETAILS & SPECIFICATIONS14 OF 16BARE-ROOT SEEDLING PLANTING DETAIL (NOT TO SCALE)
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3255+430+001+002+003+004+005+000+501+502+503+504+50Project:
Client:Location:
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REV.DESCRIPTION APPR.DATE
REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION1"=40'
EROSION & SEDIMENT CONTROL PLANEROSION AND SEDIMENT CONTROL PLANNOTES:1. SITE DATA INCLUDING UTILITIES, NATIVE VEGETATION, CONTOUR DATA, AND PROPERTYBOUNDARIES PROVIDED BY WM. G. DANIEL & ASSOCIATES, P.A. OF CARY, NC.2. CONTRACTOR TO MAINTAIN AND SUPPLEMENT EXISTING EROSION CONTROL MEASURES ASNECESSARY DURING CONSTRUCTION.3. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE APPROXIMATE. THIS IS NOT A SURVEY.4. OWNER INTENDS TO UTILIZE ALL CUT MATERIAL ON SITE. NO HAULING, OTHER THAN REFUSEIS ANTICIPATED.SCALE 1" = 40'NORTH40CONTOUR INTERVAL = 1'20040PROPERTYBOUNDARY (TYP.)15 OF 16COIR MATTING (TYP.),SEE DETAILEXISTING TEMPORARY STREAMDIVERSION CHANNEL (BY OTHERS),TO BACKFILLED FOLLOWING STREAMCONSTRUCTIONEXISTING TEMPORARYEROSION CONTROL OUTLET(BY OTHERS)EXISTING SILT FENCE(BY OTHERS),TYP.
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Client:Location:
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REV.DESCRIPTION APPR.DATE
REVISIONSã 2018 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
1708 LEWTER SHOP ROAD 13526.D1
CHATHAM CO., NC
N:\13526\D1-D2\Drawings
WILLIAM G. DANIEL & ASSOC., P.A.
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTIONCOIR MATTING DETAILFRONT VIEWWATER ELEVATIONBASE FLOWPROFILE VIEWCOIR MATTINGBANKFULL BENCH1'2' MAX.3' MAX.(NOT TO SCALE)·TRENCHED TOP OF MATTING TO A DEPTH OF ATLEAST 12", STAKE OR STAPLE IN PLACE, &BACKFILL TO DESIGN GRADE·MINIMUM 24" ECO-STAKES® INSTALLED ALONGTOE OF MATTING(Intercept between water surface and bank)·MAXIMUM 2' O/C ALONG BOTTOM,MAXIMUM 3' O/C ALONG TOP AND MIDDLE·MINIMUM 1' OVERLAP AT JOININGSECTIONS OF COIR MATTING·12" ECO-STAKES® INSTALLED IN BANKFLUSH WITH COIR MATTING ABOVEBOTTOM ROW OF 24" ECO-STAKES®12" ECO-STAKE®24" ECO-STAKE®24" ECO-STAKE®(TYP.)12" ECO-STAKE® (TYP.)EROSION CONTROL DETAILSEROSION CONTROL DETAILS
NOT TO SCALEANCHOR SKIRT ASDIRECTED BYENGINEER/DESIGNER(NOT TO SCALE)STANDARD TEMPORARY SILT FENCE DETAILSIDE VIEW6" MIN. COVEROVER SKIRTGRADESILT FENCE FABRICWOVEN WIRE FABRICSTEEL POST2'-0"2'-2"3'-0"FRONT VIEWMIN. 10 GAUGELINE WIRES8' MAX.MIN. 12-1/2 GAUGEINTERMEDIATE WIRESDIRECTIONS3' BOTHWIRE STAPLESCONTROLMATTINGNO. 11GAUGESTEEL3' BOTHDIRECTIONS1" MIN.6" MIN.EROSION CONTROL MATTING,ANCHOR IN TRENCH @ BOTHTOP AND BOTTOM EDGESEROSION CONTROL MATTING ANCHORING DETAIL(NOT TO SCALE)WIRE STAPLEDETAILEROSION(NOT TO SCALE)File: \\Ral-fs1\jobs12-12999k\12077\D1\Maps-Drawings\StreamRestorationConstDWGsBasedOn_104005-378749_REV 2-6-13.DWG
SEEDING SPECIFICATIONSMULCHMULCHING SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT A RATEOF 2 BALES PER 1,000 SF. NO ASPHALT SHALL BE USED FOR TACKING.USE JUTE, EXCELSIOR MATTING, OR SIMILAR MATERIAL TO COVEREXPOSED AREAS OF CONCENTRATED FLOWMAINTENANCEINSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE AND RESEED ASREQUIRED TO MAINTAIN VIGOROUS TEMPORARY VEGETATIVE COVERDURING CONSTRUCTION.GENERALALL DENUDED AREAS SHALL BE TEMPORARILY SEEDED. SEEDING ANDMULCHING SHALL BE DONE IMMEDIATELY FOLLOWING CONSTRUCTION.ALL DISTURBED AREAS SHALL BE DRESSED TO A DEPTH OF 8 INCHES.THE TOP 3 INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORMSEEDBED.SEEDINGSEEDING DATESSEEDING SPECIES RATE (LBS/ACRE)MAY 1 - AUG. 15GERMAN MILLET10AUG. 15 - MAY 1RYE (GRAIN) 30FLOWNOTE: DISTURBED AREAS WITH SLOPES OF 3H:1V OR STEEPER SHALLBE STABILIZED WITH EXCELSIOR MATTING OR ENGINEER APPROVEDEQUIVALENT UNLESS OTHERWISE APPROVED BY THE ENGINEER.16 OF 16TEMPORARY