20171293 Ver 1_Stream Mitigation Site_20190614

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LCELCELCELCELCE LCE LCEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_COVER.dwg SAVED BY: Tswartzfager
SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.usRESOURCE ENVIRONMENTAL SOLUTIONS, LLC302 JEFFERSON ST, SUITE 110RALEIGH, NC 27605VICINITY MAPNTSJUNE 2019YADKIN RIVER BASIN: HUC 03040101130010YADKIN COUNTY, NORTH CAROLINAGREEN MESA STREAM MITIGATION SITEAFMMJGMJGBPB0423--PRELIMINARY - NOT FOR CONSTRUCTION 6/5/2019 PROJECT LOCATIONUSACE ACTION ID #:SAW-2017-01466SITE MAPNTSREACH FF4-BREACH FF4-AREACH FF1-DREACH FF5-AREACH FF5-BREACH FF1-CREACH FF3REACH FF1-AREACH FF1-BREACH FF2Sheet List TableSHEET NUMBERSHEET TITLE--COVERE1GENERAL NOTES & LEGENDE2EXISTING CONDITIONSE3OVERALL AERIAL VIEWS1REACH FF1-AS2REACH FF1-AS3REACH FF1-BS4REACH FF1-BS5REACH FF1-CS6REACH FF1-CS7REACH FF2S8REACH FF2S9REACH FF3S10REACH FF3S11REACH FF3S12REACH FF3S13REACH FF4-AS14REACH FF4S15REACH FF1-DS16REACH FF1-DS17REACH FF1-DS18REACH FF5S19REACH FF5S20REACH FF5S21REACH FF5P1PLANTING PLANF1FENCING PLAND1DETAILSD2DETAILSD3DETAILSD4DETAILSD5DETAILSD6DETAILS
SCALE: AS SHOWNFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_SITE.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONE10423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
GENERAL NOTES & LEGEND
YADKIN COUNTY, NORTH CAROLINA STREAM CONSTRUCTION NOTES:1.ALL PROPOSED CHANNELS AND TEMPORARY AND PERMANENT CROSSINGS SHALL BE CONSTRUCTED INA DRY CONDITION VIA OFFLINE CONSTRUCTION WHERE POSSIBLE. PUMP AROUND OPERATIONSSHOULD BE LIMITED TO AREAS WHERE THE EXISTING AND PROPOSED CHANNEL ALIGNMENTS OVERLAP.2.ALL IMPERVIOUS DIKES AND PUMPING APPARATUS SHALL BE REMOVED FROM THE STREAM AT THE ENDOF EACH DAY 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 CHANNEL FIRST, WORKING IN AN UPSTREAM TODOWNSTREAM DIRECTION, UNLESS OTHERWISE APPROVED BY THE ENGINEER.4.REMOVE AND STOCKPILE TOPSOIL WITHIN AREAS THAT ARE TO BE CUT 9" OR MORE BELOW EXISTINGGRADE. STOCKPILED TOPSOIL IS TO BE PLACED ALONG THE FLOODPLAIN BENCHES.5.STRUCTURES ARE TO BE INSTALLED IN LOCATIONS SHOWN ON PLAN SHEETS (AS INDICATED ON THESTRUCTURE TABLES) USING METHODS DESCRIBED IN THE DETAIL SHEETS. PRIOR TO FINE GRADING,OBTAIN APPROVAL OF THE ENGINEER ON INSTALLATION OF STRUCTURES.6.NATIVE SUBSTRATE MATERIAL SHALL BE TAKEN FROM THE EXISTING CHANNEL AND INSTALLED ON THEPROPOSED BED OF SHALLOW/RIFFLE CHANNEL SECTIONS. IN AREAS WHERE THERE IS NOT ENOUGHNATIVE SUBSTRATE TO PLACE A MINIMUM 6" LAYER ALONG PROPOSED SHALLOW/RIFFLE SECTIONS,SUPPLEMENT THE NATIVE SUBSTRATE WITH A 5050 MIX OF #3 AND SURGE, OR RIVER ROCK WITH AD50=2.0".7.IN-STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS (BRUSH TOES, LOGVANES, AND LOG TOES) MAY BE USED INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVALFROM DESIGNER.8.UPON COMPLETION OF FINE GRADING, INSTALL STREAM BANK STABILIZATION INCLUDING, EROSIONCONTROL MATTING OR SOD MATS ALONG CHANNEL BANKS.9.FILL AND STABILIZE ABANDONED SEGMENTS OF THE EXISTING CHANNEL PER DIRECTION OF THEENGINEER.LEGENDTBBBOHEEXISTING TREELINELCELIMITS OF PROPOSEDCONSERVATION EASEMENT50465042EXISTING OVERHEAD ELECTRIC UTILITY LINEPROPOSED TOP OF BANKEXISTING FENCELINEEXISTING BOTTOM OF BANKEXISTING TOP OF BANKPROPOSED CONTOUR MINORPROPOSED CONTOUR MAJOREXISTING CONTOUR MINOREXISTING CONTOUR MAJOREXISTING WETLANDPROPOSED CHANNEL PLUG(SEE DETAIL D3)PROPERTY LINEPROPOSED CENTERLINE OF CHANNELEXISTING TREEEXISTING STREAMTBTBBBBBLOG SILL(SEE DETAIL D2)DOUBLE LOG DROP(SEE DETAIL D2)CONSTRUCTED BOULDER RIFFLE(SEE DETAIL D5)CONSTRUCTED RIFFLE(SEE DETAIL D6)LOG J-HOOK(SEE DETAIL D7)BRUSH TOE PROTECTION(SEE DETAIL D2)
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150300150REACH FF1-AREACH FF2REACH FF1-BREACH FF3REACH FF5-AREACH FF1-DREACH FF4-BREACH FF1-CREACH FF4-A0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_SITE.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.usYADKIN COUNTY, NORTH CAROLINA
EXISTING CONDITIONS
GREEN MESA STREAM MITIGATION SITE
AFMMJGMJGBPB0423E2PRELIMINARY - NOT FOR CONSTRUCTION 7/27/2018 REACH FF5-B
© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS TBTBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TB TB TB TBTBTB
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TB TBTBTB TBTBTBTBTBTBTBTBTBTBTBTB OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHETB TBTBTBTB TBTBTB
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150300150REACH FF1-AENHANCEMENT IIREACH FF2PRESERVATIONREACH FF1-BENHANCEMENT IIIREACH FF3ENHANCEMENT IIIREACH FF1-DRESTORATIONREACH FF4-BRESTORATIONREACH FF1-CENHANCEMENT IIREACH FF4-AENHANCEMENT I0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_SITE.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.usYADKIN COUNTY, NORTH CAROLINA
OVERALL AERIAL VIEW
GREEN MESA STREAM MITIGATION SITE
AFMMJGMJGBPB0423E3PRELIMINARY - NOT FOR CONSTRUCTION July 27, 2018 REACH FF5-AENHANCEMENT IIIREACH FF5-BRESTORATIONGreen Mesa Mitigation Site CreditsReachMitigation TypeProposedLength (LF)MitigationRatioSMUsFF1-AEnhancement II9931 : 2.5397FF1-BEnhancement III9221 : 5.0184FF1-CEnhancement II (3)3281 : 3.0109FF1-CEnhancement II (3)2671 : 3.089FF1-CEnhancement II (3)991 : 3.033FF2Preservation6021 : 10.060FF3Enhancement III (7.5)1,1791 : 7.5157FF3Enhancement III (7.5)7641 : 7.5102FF4-AEnhancement I4741 : 1.5316FF4-BRestoration4441 : 1.0444FF1-DRestoration1431 : 1.0143FF1-DRestoration4001 : 1.0400FF1-DRestoration2981 : 1.0298FF1-DRestoration5501 : 1.0550FF1-EEnhancement II591 : 2.524FF5-AEnhancement III (7.5)1,4181 : 7.5189FF5-AEnhancement III (7.5)1681 : 7.522FF5-BRestoration561 : 1.056Total9,1643,573
BBBBBB
BB BBBBBBBBBBBBBBBBBBTBTBTBTB TB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TB TB TB TBTBTBTBTBTBTBTBTBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBB BB BB BB BBBBBBBBBBBBBBBBBB0+00 1+00 2+003+004+005+006+007+00LCELCELCELCELCELCELCE LCE LCELCELCELCELCELCELCESCALE: HOR 1"=30'; VERT 1"=3'9459509559609659459509559609650+000+501+001+502+002+503+003+504+004+505+005+506+00(STA 1+54)LIMITS OF CONSERVATION EASEMENT
306030REACH FF1-AENHANCEMENT IISTA 1+54 TO 11+47EXISTING GRADEALONG STREAMCENTERLINE0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_PLPR2.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS10423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF1-A
YADKIN COUNTY, NORTH CAROLINA
MATCH LI
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S2EXISTING TOPOF BANK
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TBTBTB5+006+007+008+009+00
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13+00LCELCELCE LCELCELCELCELCELCELCELCELCELCELCELCELCELCELCEL
C
ESCALE: HOR 1"=30'; VERT 1"=3'9359409459509559359409459509556+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+00306030EXISTING GRADEALONG STREAMCENTERLINEREACH FF1-AENHANCEMENT IISTA 1+54 TO 11+47REACH FF20FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_PLPR2.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS20423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF1-A
YADKIN COUNTY, NORTH CAROLINA S1MATCH LINE 6+00S3MATCH LINE 12+00EXISTING TOPOF BANKREACH FF1-BENHANCEMENT IIISTA 11+47 TO 20+69
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16+0017+0018+0019+0020+00LCELCELCELCELCELCELCELCELCELCELCELCELCELCELCESCALE: HOR 1"=30'; VERT 1"=3'93093594094595093093594094595012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+00306030EXISTING GRADEALONG STREAMCENTERLINEREACH FF1-BENHANCEMENT IIISTA 11+47 TO 20+690FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_PLPR2.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS30423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF1-B
YADKIN COUNTY, NORTH CAROLINA S2MATCH LINE 12+00S4
MATCH LINE 18
+
0
0REACH FF2EXISTING TOPOF BANK
TBTBTBTBTBTBTBTBTBT
BBBBBBBBB BB BBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TBTBTB TBTBTBTBTBPONDTBTBTBBBB
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1
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1
716+0017+0018+0019+0020+002
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0
0
LCE LCELCELCELCE
LCELCELCESCALE: HOR 1"=30'; VERT 1"=3'93093594094595093093594094595018+0018+5019+0019+5020+0020+5021+0021+50(STA 20+69)
LIMITS OF CONSERVATION EASEMENT
306030EXISTING GRADEALONG STREAMCENTERLINEREACH FF1-BENHANCEMENT IIISTA 11+47 TO 20+690FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_PLPR2.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS40423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF1-B
YADKIN COUNTY, NORTH CAROLINA S3MATCH LINE 18+00EXISTING TOPOF BANK
TBTBTBTBTBTBTB TBTBTBTBTBTBTBT
B
TBTB
TBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBB
B
BBBBBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
TBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTB TBTB TBTBTBTBTB0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+00LCE LCELCELCE
LCE
LCELCELCELCELCELCELCELCELCELCE LCE LCE
LCELCELCELCESCALE: HOR 1"=30'; VERT 1"=3'9109159209259309109159209259300+000+501+001+502+002+503+003+504+004+505+005+506+00(STA 0+15)LIMITS OF CONSERVATION EASEMENT
(STA 3+78)
(STA 4+21)CONSERVATIONEASEMENTBREAK306030EXISTING GRADEALONG STREAMCENTERLINEREACH FF1-CENHANCEMENT IISTA 0+50 TO 3+780FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF1-C.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS50423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF1-C
YADKIN COUNTY, NORTH CAROLINA REACH FF1-CENHANCEMENT IISTA 4+21 TO 6+88EXISTING STONEWALLMAT
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S6EXISTING TOPOF BANK
TBTBTBTB TBTB TBTBTBTBTBTB
TBTBTBTBTBTBTBBB
BB
OHEOHEOHEOHEOHEOHEOHEOHETBTBTBTBTBTBTBTBTB
TB TBTB TBTBBBBBBBBBBB BBBB BB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BB BBBBBBBB BBBBBB BBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBTBTBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB3+003+504+004+50 5+005+50 6+006+507+007+508+008+50LCELCELCELCELCELCELCE LCELCELCELCELCE LCE LCELCELCELCELCELCELCE
LCELCELCELCELCELCE LCELCELCELCESCALE: HOR 1"=30'; VERT 1"=3'9059109159209259059109159209256+006+507+007+508+008+509+00(STA 6+88)(STA 7+29)CONSERVATIONEASEMENTBREAK306030EXISTING GRADEALONG STREAMCENTERLINEREACH FF1-CENHANCEMENT IISTA 7+29 TO 8+28REACH FF1-DREACH FF4-BEXISTING CULVERT0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF1-C.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS60423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF1-C
YADKIN COUNTY, NORTH CAROLINA REACH FF1-CENHANCEMENT IISTA 4+21 TO 6+88MATCH LINE 6+00S5EXISTING FORDCROSSINGTIE REACH FF1-C INTOPROPOSED BED OFREACH FF1-DEXISTING TOPOF BANK
BB
BBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB
TB
TBBB
BB
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BB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB
TB TBTBTBTBNOW OR FORMERLYLCE LCELCELCELCELCELCE LCE LCELCELCELCELCELCE0+001+002+003+004+005+006+007+009409459509559609659409459509559609650+000+501+001+502+002+503+003+504+004+505+005+506+006+50(STA 1+29)LIMITS OF CONSERVATION EASEMENT
306030EXISTING GRADEALONG STREAMCENTERLINEREACH FF2PRESERVATIONSTA 1+29 TO 7+31EXISTINGCROSSING0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF2.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS70423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF2
YADKIN COUNTY, NORTH CAROLINA
MA
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6
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0
S8EXISTING TOPOF BANK
BBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBB
B
BBBBBBBBBBBBBB BB BBBBBBBB
BBBBBBTBTBTBTBTBTBTBTBTBTB
TB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TB TBTB TB TB TB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TBTBTBTB
BB BBBBBB BBTBTBTBTBTB
LCELCELCELCELCELCELCE LCE LCE LCELCELCELCELCELCELCE3+004+00 5+006+007+007+419409459509559606+50SCALE: HOR 1"=30'; VERT 1"=3'9359409459509559359409459509556+006+507+007+508+00306030EXISTING GRADEALONG STREAMCENTERLINEREACH FF1-BREACH FF1-AREACH FF2PRESERVATIONSTA 1+29 TO 7+310FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF2.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS80423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF2
YADKIN COUNTY, NORTH CAROLINA
S7MATCH LINE 6+00EXISTING TOPOF BANK
TB TBTBTBTBTBTBTBTBTB
TBTBT
B
TBTBTBTB
TBTBTB TB
TBTB
TBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BB
BBBBBBBBBBBBBB
BBBBBBBBBBBB
B
B
TBTBTBTBTBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTB TBTB TBTB0+001+002+003+004+005+006+007+008+
0
0LCELCELCELCELCELCELCELCELCE LCELCELCELCELCELCELCELCESCALE: HOR 1"=30'; VERT 1"=3'9609659709759809609659709759800+000+501+001+502+002+503+003+504+004+505+005+506+00(STA 0+44)LIMITS OF CONSERVATION EASEMENT
306030REACH FF3ENHANCEMENT IIISTA 0+44 TO 12+23EXISTING GRADEALONG STREAMCENTERLINE0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF3.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS90423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF3
YADKIN COUNTY, NORTH CAROLINA MATCH LINE 6+00S10EXISTING TOPOF BANK
TBTBTBTBTBTBTBTBTB TBTBTB TBTBTBT
B
TBTB
TBTBT
B
TBTBTBTB
TBTBTBTBTB
T
B
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BBBBBBBB
BBBBB
B
BBBBBBBB
BBBBBBBBBB
BBTBTBTBTBTBTBTBTBTB TBTBTB TBTBTBTBTB TBTBTBTBTB TBTB TBTBTBTBTBTB TB4+005+006+007+008+009+0010+
0
0
11+00
12+001
3+
0
0
14+00LCELCE
LCE
LCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCESCALE: HOR 1"=30'; VERT 1"=3'9509559609659709509559609659706+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+00306030REACH FF3ENHANCEMENT IIISTA 0+44 TO 12+23EXISTING GRADEALONG STREAMCENTERLINE0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF3.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS100423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF3
YADKIN COUNTY, NORTH CAROLINA
S9MATCH LINE 6+00
MATCH LINE 12+00S11EXISTING TOPOF BANK
TBTBTB TBTBTBTB TBTBTBTBTB TB TBTB
TBTBTBTBTBTBTBTBTBTBTBTBTB
TBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBB BBBBBBBB BBBBBBBBBB BBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBB
B
BBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TBTBTB TB10+0011+0012+0013+00 14+0015+0016+0017+0018+001
9
+
0
0LCE LCELCELCELCELCE LCE LCE LCE
LCELCELCELCELCELCELCELCELCELCELCELCELCESCALE: HOR 1"=30'; VERT 1"=3'93594094595095593594094595095512+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+00(STA 12+23)(STA 12+80)CONSERVATIONEASEMENTBREAK306030REACH FF3ENHANCEMENT IIISTA 12+80 TO 20+44EXISTING GRADEALONG STREAMCENTERLINE0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF3.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS110423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF3
YADKIN COUNTY, NORTH CAROLINA S10MATCH LINE 12+00M
A
T
C
H

L
I
N
E

1
8
+
0
0
S
1
2EXISTING TOPOF BANK
TBTBPONDBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TBTBTBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BBB
BTBTBTBTBTBTBTBTBTB TBTBTBTBTBTBBBBBBBBBBBBBTB
TB16+0017+0018+0019+00
20+0020+69LCELCELCELCELCELCELCELC
E
LC
E
LCELCELCELCELCELCESCALE: HOR 1"=30'; VERT 1"=3'93093594094595093093594094595018+0018+5019+0019+5020+0020+5021+0021+5022+00(STA 20+44)
LIMITS OF CONSERVATION EASEMENT
306030REACH FF3ENHANCEMENT IIISTA 12+80 TO 20+44EXISTING GRADEALONG STREAMCENTERLINE0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF3.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS120423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF3
YADKIN COUNTY, NORTH CAROLINA
S11MATCH LINE 18+00EXISTING TOPOF BANK
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT
B
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHE0+001+002+003+004+005+006+00LCELCELCELCE
LCE
LCE LCELCELCELCELCELCELCELCELCELCELCELCELCESCALE: HOR 1"=30'; VERT 1"=3'9159209259309359159209259309350+000+501+001+502+002+503+003+504+004+505+005+506+00(STA 5+27)
LIMITS OF CONSERVATION EASEMENT
(STA 0+53)LIMITS OF CONSERVATION EASEMENT
306030EXISTING GRADEALONG STREAMCENTERLINEREACH FF4-AENHANCEMENT ISTA 0+53 TO 5+270FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF4-FF1-D.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS130423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF4-A
YADKIN COUNTY, NORTH CAROLINA
MATCH LINE 6+00
S14 LAY BACK LEFT BANK FROMSTA 0+53 TO 2+00INSTALL COIR MATTING &LIVE STAKEBENCH RIGHT BANK FROMSTA 0+53 TO 5+27SEE DETAIL SHEET D4EXISTING TOPOF BANKPROPOSED RIGHTTOP OF BANK
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TBTBTBTB TBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHET
B
TBTB
TB TB TB
TB
TBTB
TB
TB
TBTBTBTBBB
BB
BB
BB
BB BBBB
BBBB
BB
BBBBBBBBBBBBBB
BBBBBBBBTBTBTB5+006+007+008+009+0010+0011+0012+0013+
0
0
LCE LCE
LCELCE
LCE
LCELCELCELCELCELCELCELCELCELCELCELCE LCELCE LCELCELCELCELCELCELCESCALE: HOR 1"=30'; VERT 1"=3'9109159209259309109159209259306+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+00(STA 6+59)LIMITS OF CONSERVATION EASEMENT
(STA 11+03)
LIMITS OF CONSERVATION EASEMENT -0.90%EXIST. 72" PIPE0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF4-FF1-D.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS140423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF4
YADKIN COUNTY, NORTH CAROLINA
306030EXISTING GRADEALONG STREAMCENTERLINEPROPOSED TOPOF BANKPROPOSEDCHANNEL BEDREACH FF4-BRESTORATIONSTA 6+59 TO 11+03TYPICAL RIGHT MEANDER CROSS SECTION℄℄TYPICAL RIFFLE CROSS SECTION℄TYPICAL LEFT MEANDER CROSS SECTION11.4'15.5'1.55'10.8'3.0'18.6'3.0'3.0'3.0'10.8'18.6'BANKFULL STAGEBANKFULL STAGEBANKFULL STAGEREACH FF4 6+59 TO STA 11+038.6'1.35'0.7'
S13MATCH LINE 6+00
MATCH LINE 12+00S15EXISTING TOPOF BANK
TBOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHETB TB TB TBTB TBTBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB TBTBTBTBTBTBTB TBTBTBTBTBTBTBTBTBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BB BBBB
BB BBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBO
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E 11+0012+0013+0014+0015+0016+0017+0018+0019+00LCE LCELCELCELCELCELCELCELCELCE
LCELCELCELCELCELCELCELCELCELCELCELCELCELC
E
LC
E
LCELCE LCELCE LCELCESCALE: HOR 1"=30'; VERT 1"=3'90591091592092590591091592092512+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+00(STA 13+47)(STA 14+20)CONSERVATIONEASEMENTBREAK-1.30%306030EXISTING GRADEALONG STREAMCENTERLINEPROPOSEDCHANNEL BEDPROPOSED TOPOF BANKREACH FF1-DRESTORATIONSTA 14+20 TO 18+20TYPICAL RIGHT MEANDER CROSS SECTION℄℄TYPICAL RIFFLE CROSS SECTION℄TYPICAL LEFT MEANDER CROSS SECTION19.4'25'2.25'18.8'6'30.1'4.2'4.2'6'18.8'30.1'BANKFULL STAGEBANKFULL STAGEBANKFULL STAGEREACH FF1-D STA 12+04 TO STA 27+7713.4'8.1''1.1'0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF4-FF1-D.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS150423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF1-D
YADKIN COUNTY, NORTH CAROLINA REACH FF1-DRESTORATIONSTA 12+04 TO 13+47MATCH LINE 12+00S14
MATCH

L
IN
E
18+00S16
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHETBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBB BBBBBBBBBB BBBB
BBBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBBBTBTBTBTBTBTBTBTBTBTBTBOHEOHEOHEOHEOHEOHEOHEOHEOHE17+00 18+0019+0020+0021+0022+0023+0024+0025+00LCELCELCELCELCELCELCELCELCELCELCE LCE LCELCELCELCELCELCELCELCELCELCELCELCELC
ESCALE: HOR 1"=30'; VERT 1"=3'90591091592092590591091592092518+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+00(STA 18+20)(STA 18+56)CONSERVATIONEASEMENTBREAK
(STA 21+54)
(STA 22+27)CONSERVATIONEASEMENTBREAK-1.30%306030REACH FF1-DRESTORATIONSTA 18+56 TO 21+54EXISTING GRADEALONG STREAMCENTERLINEPROPOSEDCHANNEL BEDPROPOSED TOPOF BANKTYPICAL RIGHT MEANDER CROSS SECTION℄℄TYPICAL RIFFLE CROSS SECTION℄TYPICAL LEFT MEANDER CROSS SECTION19.4'25'2.25'18.8'6'30.1'4.2'4.2'6'18.8'30.1'BANKFULL STAGEBANKFULL STAGEBANKFULL STAGEREACH FF1-D STA 12+04 TO STA 27+7713.4'8.1''1.1'0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF4-FF1-D.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS160423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF1-D
YADKIN COUNTY, NORTH CAROLINA REACH FF1-DRESTORATIONSTA 22+27 TO 27+77MATCH LINE 18+00S15
S17MATCH LINE 24+00
OHEOHEBBBBBBBBBBBBBBBBBBBB BBBBBBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB
TB
TBTBBBBBBBBBBBBBBBBBBBB
B
B
B
BBB
B
B
BBBBBBBBBBBBBBBBBBB TBTBTBTBTBTBTBTBTBTBT
B
TB
TB
TBOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEBB BB BBBBBBTBTBTBTBTBTB 23+0024+0025+0026+0027+0028+002
9
+
0
0
29+32LCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCESCALE: HOR 1"=30'; VERT 1"=3'90090591091592090090591091592024+0024+5025+0025+5026+0026+5027+0027+5028+0028+5029+0029+50(STA 18+20)
(STA 18+56)CONSERVATIONEASEMENTBREAK-1.30%306030REACH FF1-DRESTORATIONSTA 22+27 TO 27+77EXISTING GRADEALONG STREAMCENTERLINEPROPOSEDCHANNEL BEDPROPOSED TOPOF BANKTYPICAL RIGHT MEANDER CROSS SECTION℄℄TYPICAL RIFFLE CROSS SECTION℄TYPICAL LEFT MEANDER CROSS SECTION19.4'25'2.25'18.8'6'30.1'4.2'4.2'6'18.8'30.1'BANKFULL STAGEBANKFULL STAGEBANKFULL STAGEREACH FF1-D STA 12+04 TO STA 27+7713.4'8.1''1.1'0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF4-FF1-D.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS170423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF1-D
YADKIN COUNTY, NORTH CAROLINA REACH FF5-BMATCH LINE 24+00S16
REACH FF1-EENHANCEMENT IISTA 28+54 TO 29+13
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTB TBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBB0+001+002+003+004+005+006+007+00LCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCESCALE: HOR 1"=30'; VERT 1"=3'9409459509559609409459509559600+000+501+001+502+002+503+003+504+004+505+005+506+00(STA 0+65)LIMITS OF CONSERVATION EASEMENT
306030REACH FF5-AENHANCEMENT IIISTA 0+65 TO 14+83EXISTING GRADEALONG STREAMCENTERLINE0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF5.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS180423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF5
YADKIN COUNTY, NORTH CAROLINA
MATCH LIN
E

6
+
0
0
S19EXISTING TOPOF BANK
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TBBBBBBBBBBBBBTBTBTB TBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BB5+00 6+007+008+009+0010+0011+0012+0013+00LCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCELCESCALE: HOR 1"=30'; VERT 1"=3'9259309359409459259309359409456+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+00306030REACH FF5-AENHANCEMENT IIISTA 0+65 TO 14+83EXISTING GRADEALONG STREAMCENTERLINE0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF5.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS190423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF5
YADKIN COUNTY, NORTH CAROLINA MATCH LINE 12+00S20S18MATCH LINE 6+00EXISTING TOPOF BANK
TBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBB BB
BB
BB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
B
B
BB
BBBB
BBTBTBTBTBTBTB TBTBTBTBTBTBTBTBTB TBTBTBTBTBTBTBTB TBTBTBTBTB
TBTB
T
B
T
B
TBTBTBTBOHEOHEOHEOHEOHEOHEBBBBBBBBBBBBBBTBTBTBTBTBTBTBTB11+0012+0013+0014+001
5
+
0
0
1
6+
0
0
17+0018+0018+24 LCELCELCELCELCELCELCELCELCELCE
LCE
LCE
L
C
E
L
C
E LCELCELCELCELCELCELCELCELC
E
LC
E LCESCALE: HOR 1"=30'; VERT 1"=3'91091592092593091091592092593012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+00(STA 14+83)
(STA 15+60)CONSERVATIONEASEMENTBREAK306030REACH FF5-AENHANCEMENT IIISTA 0+65 TO 14+83EXISTING GRADEALONG STREAMCENTERLINE0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF5.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS200423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF5
YADKIN COUNTY, NORTH CAROLINA REACH FF5-AENHANCEMENT IIISTA 15+60 TO 17+28S21
MAT
C
H

L
I
N
E

1
7
+
0
0S19MATCH LINE 12+00EXISTING TOPOF BANK
TBTBTBTBTBTBTBTBTBTBTBTBTBTBT
B
TBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTBTB TB
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LCE LCE LCE LCE LCELCELCELCELCELCELCELCELCELCELCE LCE LCESCALE: HOR 1"=30'; VERT 1"=3'90090591091592090090591091592017+0017+5018+0018+5019+00(STA 17+28)(STA 17+61)CONSERVATIONEASEMENTBREAK
306030REACH FF5-BRESTORATIONSTA 17+61 TO 18+17PROPOSEDCHANNEL BEDREACH FF1-D0FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_FF5.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIONS210423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
REACH FF5
YADKIN COUNTY, NORTH CAROLINA TYPICAL RIGHT MEANDER CROSS SECTION℄℄TYPICAL RIFFLE CROSS SECTION℄TYPICAL LEFT MEANDER CROSS SECTION6.7'4.1'2.5'7.4'1.3'2.5'4.1'7.4'BANKFULL STAGEBANKFULL STAGEBANKFULL STAGEREACH FF5-B STA 17+28 TO STA 18+171.4'0.72'
1.3'REACH FF5-AENHANCEMENT IIISTA 15+60 TO 17+28PROPOSED TOPOF BANKTIE BED OF PROPOSED REACHFF5-B INTO PROPOSED BEDOF REACH FF1-DMATCH LINE 17+00S20-5.00%
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1503001500FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_SITE.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.usYADKIN COUNTY, NORTH CAROLINA
PLANTING PLAN
GREEN MESA STREAM MITIGATION SITE
AFMMJGMJGBPB0423P1PRELIMINARY - NOT FOR CONSTRUCTION 05/26/2019REACH FF1-AENHANCEMENT IIREACH FF2PRESERVATIONREACH FF3ENHANCEMENT IIIREACH FF5ENHANCEMENT IIIREACH FF1-DRESTORATIONREACH FF1-CENHANCEMENT IIREACH FF4-AENHANCEMENT IREACH FF4-BRESTORATIONREACH FF1-BENHANCEMENT IIPLANTING NOTESALL PLANTING AREAS1.EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL PERMANENTVEGETATION IS ESTABLISHED AND FINAL APPROVAL HAS BEEN ISSUED. THE CONTRACTORSHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY TOENSURE MEASURES ARE FUNCTIONING PROPERLY.2.DISTURBED AREAS NOT AT FINAL GRADE SHALL BE TEMPORARILY VEGETATED WITHIN 10WORKING DAYS. UPON COMPLETION OF FINAL GRADING, PERMANENT VEGETATION SHALLBE ESTABLISHED FOR ALL DISTURBED AREAS WITHIN 10 WORKING DAYS. SEEDING SHALLBE IN ACCORDANCE WITH EROSION CONTROL PLAN.3.ALL DISTURBED AREAS SHALL BE PREPARED PRIOR TO PLANTING BY DISC ORSPRING-TOOTH CHISEL PLOW TO MINIMUM DEPTH OF 12 INCHES. MULTIPLE PASSESSHALL BE MADE ACROSS PLANTING AREAS WITH THE IMPLEMENT AND THE FINAL PASSSHALL FOLLOW TOPOGRAPHIC CONTOURS.4.BARE ROOT PLANTINGS SHALL BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET D2.LIVE STAKES SHALL BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET D2.5.TREATMENT/REMOVAL OF INVASIVE SPECIES, PINES AND SWEET GUMS LESS THAN 6" DBHSHALL BE PERFORMED THROUGHOUT THE PLANTED AREA.6.SPECIES SHALL BE DISTRIBUTED SUCH THAT 3 TO 6 PLANTS OF THE SAME SPECIES AREGROUPED TOGETHER.7.BARE ROOT PLANTING DENSITY IS APPROXIMATELY 800 STEMS PER ACRE.8.LIVE STAKES ARE PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS AND ALONG BOTHBANKS OF STRAIGHT REACHES ADJACENT TO POOLS.9.TEMPORARY SEED MIX SHALL BE APPLIED AT A RATE OF 150 LBS/ACRE TO ALL DISTURBEDAREAS WITH SLOPES EQUAL TO OR STEEPER THAN 3:1.10.PERMANENT RIPARIAN SEED MIX SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN THECONSERVATION EASEMENT AT A RATE OF 15 LBS/ACRE.11.PERMANENT HERB SEED MIX SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN THECONSERVATION EASEMENT BREAKS AT A RATE OF 15 LBS/ACRE.PLANTING LEGENDLive Staking and Live Cuttings Bundle Tree SpeciesCommon NameScientific NamePercentCompositionSilky dogwoodCornus amomum40%Black willowSalix nigra60%PLANTING TABLEPermanent Riparian Seed MixCommon NameScientific NamePercentCompositionVirginia WildryeElymus virginicus25%Indian GrassSorghastrum nutans25%Little Blue StemSchi]achyrium scoparium10%Soft RushJuncus effusus10%Blackeyed susanRudbeckia hirta10%DeertongueDichanthelium clandestinum10%Common MilkweedAsclepias syriaca5%Showy GoldenrodSolidago erecta5%LIMITS OF CONSERVATIONEASEMENTLCEBare Root Planting Tree SpeciesCommon NameScientific NamePercentCompositionWater OakQuercus nigra15%Willow OakQuercus phellos15%River BirchBetula nigra15%American SycamorePlatanas occidentalis10%Northern Red OakQuercus rubra10%Green AshFraxinus pennsylvanica10%Yellow PoplarLiriodendron tulipifera10%PersimmonDiospyros virginiana5%ElderberrySambucus canadensis5%Black GumNyssa biflora5%EXISTING TREELINEPROPERTY LINERIPARIAN PLANTING(TOTAL AREA: 13.7 AC)SUPPLEMENTAL PLANTING/INVASIVES CONTROL(TOTAL AREA: 7.0 AC)
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1503001500FULL SCALE: 1"= 2" = FULL SCALE1" = HALF SCALEFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_SITE.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.usYADKIN COUNTY, NORTH CAROLINA
FENCING PLAN
GREEN MESA STREAM MITIGATION SITE
AFMMJGMJGBPB0423F1PRELIMINARY - NOT FOR CONSTRUCTION 06/05/2019REACH FF1-AENHANCEMENT IIREACH FF2PRESERVATIONREACH FF3ENHANCEMENT IIIREACH FF5ENHANCEMENT IIIREACH FF1-DRESTORATIONREACH FF1-CENHANCEMENT IIREACH FF4-AENHANCEMENT IREACH FF4-BRESTORATIONREACH FF1-BENHANCEMENT IIFENCING LEGENDLIMITS OF CONSERVATIONEASEMENTLCEEXISTING FENCELINEPROPOSED FENCELINEFENCING NOTES:1.CONTRACTOR TO TIE PROPOSED FENCEINTO EXISTING FENCE WHERE APPLICABLETO MAINTAIN CATTLE EXCLUSION.2.CONTRACTOR SHALL REMOVE ALL FENCINGLOCATED WITHIN LIMITS OF CONSERVATIONEASEMENT.INSTALL 1300 LF OFWOVEN WIRE FENCESEE DETAIL SHT D3INSTALL 900 LF OFWOVEN WIRE FENCESEE DETAIL SHT D3INSTALL 7400 LF OFWOVEN WIRE FENCESEE DETAIL SHT D3
WHEN AND WHERE TO USE ITSILT FENCE IS APPLICABLE IN AREAS:WHERE THE MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE IS 100-FEET.WHERE THE MAXIMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO FENCE LINE) IS 2H:1V.THAT DO NOT RECEIVE CONCENTRATED FLOWS GREATER THAN 0.5 CFS.DO NOT PLACE SILT FENCE ACROSS CHANNELS OR USE IT AS A VELOCITY CONTROL BMP.CONSTRUCTION SPECIFICATIONS:1.USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH ISCERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461.SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE AMINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0° TO 120°F.2.ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET.MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.CONSTRUCTION:1.CONSTRUCT THE SEDIMENT BARRIER OF EXTRA STRENGTH SYNTHETIC FILTER FABRICS.2.ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUNDSURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THESTRUCTURE.)3.CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOIDJOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4FEET MINIMUM OVERLAP TO THE NEXT POST.4.EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE.SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM50 POUND TENSILE STRENGTH.5.EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OFPOSTS AND UPSLOPE FROM THE BARRIER.6.PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.7.BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTIONOF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.8.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.MAINTENANCE:INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRSIMMEDIATELY.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE ITPROMPTLY.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TOREDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZEIT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.8"4"24" MIN
24" MIN
8"RUNOFFRUNOFF18" TO 24"FLAT-BOTTOM TRENCH DETAILV-SHAPED TRENCH DETAILSILT FENCE INSTALLATION18" TO 24"TEMPORARY SILT FENCENTSSEE S
ITE
P
LAN EXIST
ING
ROAD50' MIN.VARIES COARSE AGGREGATE -STONE SIZE = 2"-3"PURPOSE:STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL BE LEAVING ACONSTRUCTION SITE AND MOVING DIRECTLY ONTO A PUBLIC ROAD.CONSTRUCTION SPECIFICATIONS:1.CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL ANDPROPERLY GRADE IT.2.PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE DETAIL, AND SMOOTH IT.3.PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.4.USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TOSEEPAGE OR HIGH WATER TABLE.MAINTENANCE:MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTUREUSED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALSSPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS, OR AIRFIELD PAVEMENTS.TEMPORARY GRAVEL CONSTRUCTION ENTRANCENTSNOTE: HOSE SHOULD BEKEPT OUTSIDE OF WORKAREANOTES:1.EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND/OR ISOLATED SECTIONS OFCHANNEL.2.IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAMFLOW.3.THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED INONE WORKING DAY. A MAXIMUM OF 200 FEET MAY BE DISTURBED AT ANY ONETIME.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING PUMP SIZESUFFICIENT TO PUMP BASE FLOW.5.DIKE MUST BE CONSTRUCTED OF NON-ERODIBLE MATERIALS SUCH AS SANDBAGS.SEQUENCE OF CONSTRUCTION:1.INSTALL STILLING BASIN AND STABILIZED OUTFALL USING CLASS A RIP RAP AT THEDOWNSTREAM END OF THE DESIGNATED PROJECT WORKING AREA.2.THE CONTRACTOR SHALL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARYPIPING THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK AREATO THE STABILIZED OUTFALL.3.INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FORSTREAM DIVERSION.4.INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING PUMPINGAPPARATUS IF NEEDED TO DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSEFOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA.THIS WATER WILL ALSO BE PUMPED TO AN OUTFALL STABILIZED WITH CLASS A RIPRAP.5.THE CONTRACTOR SHALL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFOREREMOVAL OF THE IMPERVIOUS DIKE. WHEN DEWATERING AREA, ALL DIRTY WATERMUST BE PUMPED THROUGH A SILT BAG. REMOVE IMPERVIOUS DIKES, PUMPS,AND TEMPORARY FLEXIBLE HOSE/PIPING STARTING WITH THE DOWNSTREAM DIKEFIRST.6.ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP RAP AND IMPERVIOUSDIKES AND STABILIZE DISTURBED AREAS WITH SEED AND MULCH.7.ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING IMPERVIOUS DIKE.SILT BAG PROFILE15' TO 20'FLOWINTAKE HOSEPUMP AROUNDPUMPCLASS ASTONEWORKAREADE-WATERINGPUMPIMPERVIOUSDIKESILT BAGLOCATIONSTABILIZED OUTFALLCLASS A STONEFILTER FABRICEXISTINGGROUNDDISCHARGEHOSE8" OF CLASS ASTONEFILTER FABRICSTABILIZEDOUTFALL CLASS ASTONEEXISTINGCHANNELDISCHARGE HOSEIMPERVIOUS DIKECLASS ASTONEPUMP AROUND & DEWATERING DETAILNTSSECTION B-BFLOWSECTION A-APLANFLOWCLASS I AND II RIPRAPSPILLWAY CREST1' MIN OF # 5WASHED STONECLASS I AND IIRIP RAPFILTER FABRICGENERAL NOTES:1.CONSTRUCT DAM ACCORDING TO NCDENR EROSION CONTROLMANUAL.2.ROCK DAM RIPRAP SHALL BE 50/50 MIX OF CLASS I AND II.3.PLACE ROCK DAM AS SHOWN ON PLANS. EXTEND CLASS B RIPRAP ROCK APRON 5 FEET DOWNSTREAM FROM TOE OF ROCKDAM.1.5' THICK CLASSB ROCK APRON1.5' THICK CLASSB ROCK APRONCUTOFF TRENCHFILTERFABRIC# 5 WASHED STONETEMPORARY ROCK CHECK DAMNTSFLOWSECTION A-ANOTE: END OF DIKE AT GROUND LEVEL TO BEHIGHER THAN THE LOWEST POINT OF FLOW CHECK.SUFFICIENT SANDBAGS ARE TO BE PLACED TOPREVENT SCOURING.SECTION B-BBBAAPLAN VIEWSANDBAG BARRIERS SHALL BE CONSTRUCTED OF THREE LAYERS OF SANDBAGS.THE BOTTOM LAYER SHALL CONSIST OF 3 ROWS OF BAGS, THE MIDDLE LAYERSHALL CONSIST OF 2 ROWS OF BAGS AND THE TOP LAYER SHALL CONSIST OF 1ROW OF BAGS. THE RECOMMENDED DIMENSION OF A FILLED SANDBAG SHALL BEAPPROXIMATELY 0.5 FT X 0.5 FT X 1.5 FT.SANDBAG IMPERVIOUS DIKENTSEROSION CONTROL WATTLENTSEXISTINGGRADEMINIMUM 9" EROSIONCONTROL STRAW WATTLEOR COIR WATTLE/LOGNOTE:EROSION CONTROL WATTLES OR COIR LOGS/WATTLES MAY BE USED IN PLACE OFSILT FENCE.SLOPEINSTALL WATTLE IN 3" TO5" TRENCH2" x 1" OR 2" x 2"WOODEN STAKEBACKFILL TRENCH WITHCOMPACTED EARTH1.25 LB./LINEAR FT. STEEL POSTSEXTRA STRENGTHFILTER FABRICUSE EITHER FLAT-BOTTOMOR V-BOTTOM TRENCHSHOWN BELOWBURY FABRICHEAVY DUTY PLASTIC TIEFOR STEEL POSTS6' MAX WITH STANDARD FABRICFILTER FABRICCOMPACTEDEARTHFILTER FABRICFILTER FABRICCOMPACTEDEARTHRUNOFFFILTERFABRICBBAA3:
1
2:12'5' MIN.W (SPILLWAY)MIN. 23 STREAM WIDTH6" MIN.MIDDLE LAYERBOTTOM LAYERTOP LAYEREARTH SURFACETRENCH 0.25' DEEPONLY WHEN PLACED ONEARTH SURFACEENDS OF BAGS INADJACENT ROWS BUTTEDSLIGHTLY TOGETHERSEE NOTELOWEST POINTGROUND LEVELEARTH SURFACE2'2' MIN. BELOWLOWEST BANKLEVELSCALE: AS SHOWNFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_DETAILS.dwg SAVED BY: Tswartzfager
DRAWING TITLE:
PROJECT NAME:SHEET NUMBER:DESCRIPTIONMARKDATE
REVISIONS:
RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIOND10423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
DETAILS
YADKIN COUNTY, NORTH CAROLINACOIR MATTINGNTSINSTALLATION NOTES:SITE PREPARATION1.GRADE AND COMPACT AREA.2.REMOVE ALL ROCKS, CLODS, VEGETATION, AND OBSTRUCTIONS SO THAT MATTING WILLHAVE DIRECT CONTACT WITH THE SOIL.3.PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF TOPSOIL ABOVE FINAL GRADE.4.TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL TEST RESULTS TO THEENGINEER. APPLY ANY TREATMENT SUCH AS LIME OR FERTILIZERS TO THE SOIL IF NEEDED.SEEDING1.SEE PLANTING SHEETS FOR SEEDING REQUIREMENTS.2.APPLY SEED TO SOIL BEFORE PLACING MATTING.INSTALLATION - STREAM BANK1.SEE GRADING NOTES ON PLAN AND PROFILE SHEETS AND DETAIL SHEETS FORINFORMATION REGARDING WHAT AREAS ARE TO RECEIVE COIR MATTING.2.OVERLAP ADJACENT MATS 3" (IN DIRECTION PARALLEL TO FLOW) AND ANCHOR EVERY 12"ACROSS THE OVERLAP. THE UPSTREAM MAT SHOULD BE PLACED OVER THE DOWNSTREAMMAT.3.EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER.4.LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL. DO NOT STRETCH TIGHT.5.ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS.6.CUT 8" x 8" TRENCH ALONG TOP OF BANK FOR MAT TERMINATION AS SHOWN IN FIGURES 1& 2. EXTEND MAT 2 TO 3 FEET PAST TOP OF BANK.7.PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A MINIMUM OF 4" OVERLAP.SECURE WITH BIODEGRADABLE STAKES OR PINES, BACKFILL ANCHOR TRENCH, ANDCOMPACT SOIL.8.STAPLE AT 12" INTERVALS ALONG OVERLAP.9.STREAM BANK MATTING TO BE INSTALLED FROM TOE OF BANK TO A MINIMUM OF 2.0'PAST TOP OF BANK. SEE FIGURE 3 FOR TERMINATION AT TOP OF BANK.10.IF MORE THAN ROLL IS REQUIRED TO COVER THE CHANNEL FROM THE TOP OF BANK DOWNTO THE TOE, THEN OVERLAP MATTING BY A MINIMUM OF 1'.EROSION CONTROL MATTING MUST MEET OR EXCEED THEFOLLOWING REQUIREMENTS:·100 % COCONUT FIBER (COIR) TWINE WOVEN INTO AHIGH STRENGTH MATRIX.·THICKNESS - 0.35 IN. MINIMUM.·SHEAR STRESS – 5 LBS/SQFT·FLOW VELOCITY- OBSERVED 16 FT/SEC·WEIGHT - 29 OZ/SY·OPEN AREA - 38%·SLOPES – UP TO A MAXIMUM OF 1:1FLOW18"FLOWSTEP 1STEP 2FLOWSTEP 1STEP 2FLOW1 ROW OFBIODEGRADABLESTAPLES OR STAKES,MIN. OF 24" O.C1 ROW OFBIODEGRADABLESTAPLES OR STAKES,MIN. OF 24" O.C1 ROW OFBIODEGRADABLESTAPLES OR STAKES,MIN. OF 24" O.CFIGURE 1FIGURE 2SOIL PILEFROM TRENCHTRENCH APPROX.8" WIDE X 8" DEEP1 ROW OFBIODEGRADABLESTAPLES OR STAKES,MIN. OF 24" O.CTRENCH APPROX.8" WIDE x 8" DEEPSOIL PILEFROM TRENCHSOIL FILLEDFROM SOIL PILE,COMPACT WITH FOOTSOIL FILLEDFROM SOIL PILE,COMPACT WITH FOOT1
.
0
'MI
N
.KEY-IN MATTING PERFIG. 1 OR FIG. 2STAKE MATTING JUSTABOVE CHANNEL TOEAND BACKFILL W/RIFFLE MATERIAL2.0'MIN.6" RIFFLEMATERIAL
FINISHED GRADE30'FLOWTYPICAL SECTIONCHANNEL PLUGNTSMAX. 75'EXISTINGCHANNELMIN. 25'FILL TO TOP OFBANKFILL AT LEAST70% OF CHANNELMAX. 75'MIN. 25'NOTES:1.FILL EXISTING CHANNEL TO BANKFULL ELEVATION WHEN POSSIBLE.2.CHANNEL MUST BE FILLED IN 12" TO 18" LIFTS,3.IF CHANNEL CANNOT BE COMPLETELY FILLED TO TOP OF BANK, FILL TO TOP OFBANK FOR 25' OUT OF EVERY 100' SEGMENT.CHANNEL BACKFILLNTSOLD CHANNEL TO BEDIVERTED ORABANDONEDNEW CHANNEL TO BECONSTRUCTEDCOMPACTED BACKFILL(12" LIFTS)IMPERVIOUS SELECT MATERIAL(PER DIRECTION OF ENGINEER)10' MINUNCOMPACTED BACKFILL1.5' MINIMUM1111CHANNEL PLUG30' MIN.BANKFULL ELEVATIONNEW CHANNEL BANK SHALLBE TREATED AS SPECIFIEDIN PLANSPROPOSEDCHANNEL INVERTLOG TOE OR COIR LOGEXISTING CHANNELBOTTOMTOP OF BANKCOMPACTED BACKFILL(12" TO 18" LIFTS)PLAN VIEWSCALE: AS SHOWNFILE NAME:S:\@RES GIS\Projects\NC\Green Mesa (Frazier Farms)\CAD\DWG\0423_SHT_DETAILS.dwg SAVED BY: Tswartzfager
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YADKIN COUNTY, NORTH CAROLINA NTSLOG SILLSECTION A-A (OPT 1)SECTION B-BFLOWTYPICAL PLAN VIEWAABBFLOWMIN. 5.0'5.0'MINHIGHLOWHIGHLOWNOTES:1.LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOODAND RECENTLY HARVESTED2.HIGH SIDE OF LOG SHALL BE APPROX. 0.2' HIGHERTHAN LOW END3.LOG DIMENSIONS:MIN DIAM. = 12", MIN LENGTH = 18'NAIL FILTER FABRIC USING 3" 10D GALVANIZEDCOMMON NAIL EVERY 1.5' ALONG THE LOG4.DUCKBILL ANCHORS MAY BE USED IN PLACE OF REBARMIN. 4.0'CHANNEL TOPOF BANKCOARSE BACKFILLCHANNEL BOTTOMOF BANKREBAR OR DUCKBILLANCHORREBAR (5/8" MIN. DIAMETER, 4' MIN. LENGTH) ORDUCKBILL ANCHORS INSTALLED PERMANUFACTURERS INSTRUCTIONS (TYP.)COIR MATTINGPROPOSEDSTREAM BEDTACK FABRICTO LOGHEADER LOGFOOTER LOGBACKFILL WITH COARSEAGGREGATE (1" TO 5" DIA.)POOLBACKFILL WITH COARSEAGGREGATE (1" TO 5" DIA.)NON-WOVENGEOTEXTILE FABRIC(NCDOT TYPE II)NON-WOVENGEOTEXTILE FABRIC(NCDOT TYPE II)TOE PROTECTIONSECTION A-A (OPT 2)FLOWMIN. 5.0'REBAR OR DUCKBILLANCHORPROPOSEDSTREAM BEDTACK FABRICTO LOGBACKFILL WITH COARSEAGGREGATE (1" TO 5" DIA.)SEE PROFILE FORPOOL DEPTHSCOUR POOLNON-WOVENGEOTEXTILE FABRIC(NCDOT TYPE II)SEE PROFILE FORPOOL DEPTHDOUBLE LOG DROPNTSPROFILE A-A'PLAN VIEWHIGHLOWLOG BURIED INBANK MIN 5FTLOG BURIED INBANKMIN 5FTAMIN. 2.5' OFCOVERMIN 5FTMIN 5FTMIN 5FTMIN 5FTPROFILE B-B'PROFILE C-C'HIGHHIGHLOWLOWHIGHLOW4' TO 8'MIN. 3.0'MIN. 2.0'MIN. 2.0'MIN. 2.0'NOTES:1.LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD ANDRECENTLY HARVESTED.2.PROPOSED LOG DIAMETER:A.REACHS S1, DT3 = 12" MINB.REACHES S2, S3, DT1, DT2, DT4 = 10" MIN3.NAIL FILTER FABRIC USING 3" 10D GALVANIZED COMMONNAIL EVERY 1.5' ALONG THE LOG4.DUCKBILL ANCHORS MAY BE USED IN PLACE OF REBAR.FLOW4% TO 6%4% TO 6%BB'CC'BANKFULLFOOTER LOGHEADER LOGOVERLAP OFUPSTREAM LOGOVERLAP OFDOWNSTREAM LOGCOARSE AGGREGATEBACKFILL (2" TO 6")COARSE AGGREGATEBACKFILL (2" TO 6")POINT REFERENCEDIN PROFILEPOINT REFERENCEDIN PROFILECOARSE AGGREGATEBACKFILL (1" TO 5")COARSE AGGREGATEBACKFILL (1" TO 5")REBAR ORDUCKBILL ANCHORPOINT REFERENCEDIN PROFILEPOINT REFERENCEDIN PROFILECOARSE AGGREGATEBACKFILL (2" TO 6")NON-WOVENGEOTEXTILE FABRIC(NCDOT TYPE II)TACK FABRIC TO LOG(TYP.)POINT REFERENCEDIN PROFILEPOINT REFERENCEDIN PROFILE
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YADKIN COUNTY, NORTH CAROLINA NOTE:1.ACCEPTABLE SPECIES INCLUDE BLACK WILLOW (SALIX NIGRA), SILKY WILLOW(SALIX SERICEA) AND SILKY DOGWOOD (CORNUS AMMOMUM).2.LIVE STAKES SHALL BE PLANTED IN AN AREA EXTENDING 3 FEET OUT FROM TOPOF BANK TO JUST BELOW BANKFULL.3.LIVE STAKES SHALL BE SPACED 3 FEET APART, ALTERNATE SPACING.41DETAILLIVE STAKES SHOULD BE LONG ENOUGHTO REACH BELOW THE GROUNDWATERTABLE. (GENERALLY, A LENGTH OF 2 TO 3FEET IS SUFFICIENT.) ADDITIONALLY, THESTAKES SHOULD HAVE A DIAMETER INTHE RANGE OF 0.75 TO 2 INCHES.WATER TABLELIVE STAKENTSDIBBLE PLANTING METHODUSING THE KBC PLANTING BAR1. INSERTPLANTING BAR ASSHOWN AND PULLHANDLE TOWARDPLANTER.4. PULL HANDLE OFBAR TOWARDPLANTER, FIRMINGSOIL AT BOTTOM.2. REMOVEPLANTING BARAND PLACESEEDING ATCORRECT DEPTH.3. INSERTPLANTING BAR 2INCHES TOWARDPLANTER FROMSEEDING.5. PUSHHANDLEFORWARDFIRMING SOILAT TOP.6. LEAVECOMPACTIONHOLE OPEN.WATERTHOROUGHLY.PLANTING NOTES:PLANTING BAGDURING PLANTING, SEEDLINGS SHALLBE KEPT IN A MOIST CANVAS BAG ORSIMILAR CONTAINER TO PREVENT THEROOT SYSTEMS FROM DRYING.KBC PLANTING BARPLANTING BAR SHALL HAVE A BLADEWITH A TRIANGULAR CROSS SECTION,AND SHALL BE 12 INCHES LONG, 4INCHES WIDE AND 1 INCH THICK ATCENTER.ROOT PRUNINGALL SEEDLINGS SHALL BE ROOTPRUNED, IF NECESSARY, SO THAT NOROOTS EXTEND MORE THAN 10INCHES BELOW THE ROOT COLLAR.NOTES:BARE ROOTS SHALL BE PLANTED 6FT. TO 10 FT. ON CENTER,RANDOM SPACING, AVERAGING 8FT. ON CENTER, APPROXIMATELY680 PLANTS PER ACRE.BARE ROOT PLANTINGNTSCOIR FIBERMATTINGFLAT TOP ENDLATERAL BUDSIDE BRANCHREMOVED ATSLIGHT ANGLE45 DEGREETAPERED BUTT END0.5' TO 1.5'18" MIN.0.75" TO 2"1' MIN.COIR FIBERMATTING2"NOTES:1.TREES NOT INDICATED TO BE REMOVED SHALL BEPROTECTED DURING CONSTRUCTION INACCORDANCE WITH PLANS.2.SEED AND MULCH ALL BANKS PRIOR TO INSTALLINGCOIR MATTING.INSTALL COIR MATTING PER DETAILSEE DWG D1EXCAVATE / GRADE UPPER BANKINSTALL LIVE STAKES (SEE PLANTING PLAN)EXISTING CHANNEL BANKTIE TO EXISTING GRADEMIN SLOPE 3H:1VEXISTINGCHANNEL BEDTYPICAL BANK GRADINGNTS2.0' ±(DESIGNER TO MARK IN FIELDPRIOR TO CONSTRUCTION)10' TO 15'BENCHTYPICAL PLAN VIEWCHANNEL TOPOF BANKCHANNEL BOTTOMOF BANKCOIR MATTINGFLOW
BRUSH TOENTSSECTION A-ASMALL LOGS AND/ORLARGE BRANCHES WITH AMIN DIAMETER OF 4".SMALL BRANCHESAND BRUSHCOMPACTED SOILTOP OF BANKLIVE STAKES1.OVER EXCAVATE THE OUTSIDE BEND OF THE CHANNEL. PLACELARGER BRANCHES AND LOGS IN A CRISS-CROSS PATTERN.LOCK IN PLACE WITH FILL COVERING 6 IN TO 18 IN OF THELARGER BRANCHES/SMALL LOGS.2.PLACE SMALLER BRANCHES AND BRUSH OVER THE LARGERBRANCHES/SMALL LOGS (HARDWOOD SPECIES ONLY) ANDCOMPACT LIGHTLY TOGETHER. BACKFILL AND COMPACT TOLOCK IN PLACE.3.ACCEPTABLE LIVE CUTTINGS SPECIES A INCLUDE BLACK WILLOW(SALIX NIGRA) AND SILKY WILLOW (SALIX SERICEA). WILLOWCUTTINGS SHOULD BE RINSED AT CUTTING POINT TO ALLOWBETTER ROOTING.4.INSTALL EROSION CONTROL (COIR) MATTING OVER COMPACTEDSOIL PER DIRECTION OF ENGINEER.5.INSTALL 1 TO 3 ROWS OF LIVE STAKES ABOVE THE LIVECUTTINGS LAYER PER DIRECTION OF ENGINEER.1/4 MAX POOL DEPTH1/4 MAX POOL DEPTHLIVE CUTTINGSINSTALL COIR MATTING PER DETAILSEE DWG D1MIN 2.0'AA
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YADKIN COUNTY, NORTH CAROLINADECONSTRUCTED BOULDER RIFFLENOT TO SCALE
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RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIOND50423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
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YADKIN COUNTY, NORTH CAROLINA SECTION B-B'PLANVIEWSECTION A-A'PLAN-SYMBOLNATURALLY AUGMENTED CONSTRUCTED RIFFLENOT TO SCALE
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RELEASED FOR:PLOT DATE:PROJECT NUMBER:PROJECT MANAGER:DESIGNED:DRAWN:CHECKED:SEAL302 Jefferson Street, Suite 110Raleigh, NC 27605Main: 919.829.9909Fax: [phone]www.res.us5/26/2019PRELIMINARY - NOT FOR CONSTRUCTIOND60423BPBMJGMJGAFMGREEN MESA STREAM MITIGATION SITE
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YADKIN COUNTY, NORTH CAROLINALOG J-HOOK / WITH ROOTWADNOT TO SCALEPLANVIEWSECTION A-A'SECTION B-B'SECTION C-C'PLAN-SYMBOL