This electronic collection of documents is provided for the convenience of the user and is Not a Certified Document

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individuals whose names and license numbers appear on each page, on the dates appearing with

1 This electronic collection of documents is provided for the convenience of the user and is Not a ertified Document The documents contained herein were originally issued and sealed by the individuals whose names and license numbers appear on each page, on the dates appearing with their signature on that page. This file or an individual page shall not be considered a certified document.

2 0303 TIP PROJET: ND 83/ 86 TO SR 10 (DUNN RD) LOTION: TYPE O WORK: STTE O NORTH ROLIN BEGIN TIP PROJET -L- ST SMPSON OUNTY BRIDGE 325 DIVISION O HIGHWYS PLN OR PROPOSED HIGHWY EROSION ONTROL REPLE BRIDGE 325 OVER LITTLE OHRIE REEK OVERLOW ND BRIDGES 326 ND 327 OVER LITTLE OHRIE REEK ON SR 1409 (OLD SLEMBURG RD) GRDING, PVING, DRINGE, ND STRUTURES BRIDGE 326 -L- BRIDGE 327 SR 1409 OLD SLEMBURG ROD 4 END TIPPROJET -L- ST SLEMBURG STTE N.. STTE PROJET REERENE NO. SHEET NO. STTE PROJ. NO... PROJ. NO. DESRIPTION TOTL SHEETS EROSION ND SEDIMENT ONTROL MESURES Std. # Description Symbol Temporary Silt Ditch TSD Temporary Diversion Temporary Silt ence TD Special Sediment ontrol ence Temporary Berms and Slope Drains Silt Basin Type B Temporary Rock Silt heck Type Temporary Rock Silt heck Type-B Wattle/oir iber Wattle Wattle/oir iber Wattle with Polyacrylamide (PM) Temporary Rock Sediment Dam Type- Temporary Rock Sediment Dam Type-B Rock Pipe Inlet Sediment Trap Type- Rock Pipe Inlet Sediment Trap Type-B Stilling Basin Special Stilling Basin Rock Inlet Sediment Trap: Type Type B Type Temporary Rock Silt heck Type- with Matting and Polyacrylamide (PM) Skimmer Basin Tiered Skimmer Basin Infiltration Basin THIS PROJET ONTINS EROSION ONTROL PLNS OR LERING ND GRUBBING PHSE O ONSTRUTION. E-1 B EW W K:\RL_Roadway\ \Erosion ontrol\b4637_ero_tsh.dgn 3/31/2017 User: vance.blanton GRPHI SLE 50 0 PLNS 50 0 PROILE (HORIZONTL) PROILE (VERTIL) THESE EROSION ND SEDIMENT ONTROL PLNS OMPLY WITH THE REGULTIONS SET ORTH BY THE NG-000 GENERL ONSTRUTION PERMIT EETIVE UGUST 1, 2016 ND ISSUED BY THE NORTH ROLIN DEPRTMENT O ENVIRONMENT ND NTURL RESOURES DIVISION O WTER RESOURES. Prepared in the Office of: 421 YETTEVILLE STREET, SUITE 600 RLEIGH, N Designed by: 2017 VNE BLNTON 3708 NME LEVEL III ERTIITION NO. Reviewed in the Office of: RODSIDE ENVIRONMENTL UNIT 1 South Wilmington St. Raleigh, N STNDRD SPEIITIONS Reviewed by: WES HNDLER, EI Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N.. Department of Transportation - Raleigh, N.., dated January 2012 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans Railroad Erosion ontrol Detail Temporary Silt ence Special Sediment ontrol ence Gravel onstruction Entrance Temporary Berms and Slope Drains Riser Basin Silt Basin Type B Temporary Silt Ditch Stilling Basin Temporary Diversion Special Stilling Basin Matting Installation Rock Inlet Sediment Trap Type Rock Inlet Sediment Trap Type B Rock Inlet Sediment Trap Type Temporary Rock Silt heck Type Temporary Rock Silt heck Type B Temporary Rock Sediment Dam Type Temporary Rock Sediment Dam Type B Rock Pipe Inlet Sediment Trap Type Rock Pipe Inlet Sediment Trap Type B oir iber Baffle Temporary Stream rossing

3 RIGHT-O-WY REV. 421 YETTEVILLE STREET, SUITE 600 RLEIGH, N PROJET REERENE NO. RODWY DESIGN E-2 HYDRULIS ONST. REV. OIR IBER WTTLE BRRIER DETIL NOTES: USE MINIMUM 18 IN. NOMINL DIMETER OIR IBER (OONUT) WTTLE ND LENGTH O 10 T. ROD GRDE ILL MTERIL EXVTE 2 TO 3 INH TRENH OR WTTLE TO BE PLED. DO NOT PLE WTTLES ON TOE O SLOPE. USE 2 T. WOODEN STKES WITH 2 IN. BY 2 IN. NOMINL ROSS SETION. INSTLL MINIMUM O 2 UPSLOPE STKES ND 4 DOWNSLOPE STKES T N NGLE TO WEDGE WTTLE TO GROUND. PROVIDE STPLES MDE O IN. DIMETER STEEL WIRE ORMED INTO U SHPE NOT LESS THN 12" IN LENGTH. INSTLL STPLES PPROXIMTELY EVERY 1 LINER OOT ON BOTH SIDES O WTTLE ND T EH END TO SEURE IT TO THE SOIL. WTTLE OR BREKS LONG LRGE SLOPES, USE MXIMUM SPING O 25 T. TOE O ILL ILL SLOPE ISOMETRI VIEW INSET 3/31/2017 K:\RL_Roadway\ \Erosion ontrol\b4637_ero_psh_2-3.dgn -16" 2 WOODEN STKE 4 T. 2 T. RONT VIEW 2" 1 18" WTTLE SEE INSET TOE O ILL 18" WTTLE 2"-3" TRENH UPSLOPE STKE DOWNSLOPE STKE TOP VIEW

4 RIGHT-O-WY REV. 421 YETTEVILLE STREET, SUITE 600 RLEIGH, N PROJET REERENE NO. RODWY DESIGN E-2 HYDRULIS ONST. REV. SILT ENE OIR IBER WTTLE BREK DETIL NOTES: USE MINIMUM 12 IN. DIMETER OIR IBER (OONUT IBER) WTTLE ND LENGTH O 10 T. EXVTE 1 TO 2 INH TRENH OR WTTLE TO BE PLED. ROD GRDE DO NOT PLE WTTLE ON TOE O SLOPE. USE 2 T. WOODEN STKES WITH 2 IN. BY 2 IN. NOMINL ROSS SETION. ILL MTERIL INSTLL MINIMUM O 2 UPSLOPE STKES ND 4 DOWNSLOPE STKES T N NGLE TO WEDGE WTTLE TO GROUND. PROVIDE STPLES MDE O IN. DIMETER STEEL WIRE ORMED INTO U SHPE NOT LESS THN 12" IN LENGTH. INSTLL STPLES PPROXIMTELY EVERY 1 LINER OOT ON BOTH SIDES O WTTLE ND T EH END TO SEURE IT TO THE SOIL. WTTLE INSTLLTION N BE ON OUTSIDE O THE SILT ENE S DIRETED. SILT ENE WTTLE INSTLL TEMPORRY SILT ENE IN ORDNE WITH SETION 1605 O THE STNDRD SPEIITIONS. TOE O ILL INSET ISOMETRI VIEW 3/31/2017 K:\RL_Roadway\ \Erosion ontrol\b4637_ero_psh_2-3.dgn SILT ENE POST 10"-11" 9 T. 2 WOODEN STKE 4 T. 2 T. 12" WTTLE VIEW ROM SLOPE 2" 1 SILT ENE ILL SLOPE 1"-2" TRENH 12" WTTLE SILT ENE POST UPSLOPE STKE SEE INSET STPLE DOWNSLOPE STKE SIDE VIEW

5 PROJET REERENE NO. DIVISION OHIGHWYS 421 YETTEVILLE STREET, SUITE RODWY DESIGN E-3 HYDRULIS STTE O NORTH ROLIN RIGHT-O-WY REV. ONST. REV. RLEIGH, N SOIL STBILIZTION TIMERMES SITE DESRIPTION STBILIZTION TIME TIMERME EXEPTIONS PERIMETER DIKES, SWLES, DITHES ND SLOPES 7 DYS NONE HIGH QULITY WTER (HQW) ZONES 7 DYS NONE 3/31/2017 K:\RL_Roadway\ \Erosion ontrol\b4637_ero_psh_2-3.dgn SLOPES STEEPER THN 3:1 SLOPES 3:1 OR LTTER LL OTHER RES WITH SLOPES LTTER THN 4:1 7 DYS 14 DYS 14 DYS I SLOPES RE 10 OR LESS IN LENGTH ND RE NOT STEEPER THN 2:1, 14 DYS RE LLOWED. 7 DYS OR SLOPES GRETER THN 50 IN LENGTH. NONE, EXEPT OR PERIMETERS ND HQW ZONES.

6 /17/ PROJET REERENE NO. E-4/ ONST.4 R/W RODWY DESIGN HYDRULIS ND 83 POT Sta LIN WLTON HOWRD DB 1052 PG 7 PTRIK DUDLEY NEL ND WIE, DINE G. NEL DB 1780 PG BEGIN TIP PROJET -L- ST END TIPPROJET -L- ST POT Sta LITTLE OHIRE REEK 89 K:\RL_Roadway\ \Erosion ontrol\b4637_ero_psh_4.dgn 4/2/2017 _USER_ SR 1409 OLD SLEMBURG RD 17 BST NOTES: NY DEVITION ROM OPTIONSGIVEN WILL REQUIREPRIORPPROVLBY. DDITIONLEROSION ONTROLDEVIESMY NEED TO BEINSTLLED SDIRETED BY THE. SET=.17 BRDG #325 SET=.16 SET=.15 SET=.13 ON & TIMBER NOTE: UTILIZE TEMPORRY SEDIMENT BSIN OR SPEIL STILLING BSIN(S) S STILLING BSIN WHERE PPLIBLE. NOTE: PLE TEMPORRY ROK SEDIMENT DMS TYPE - B ND TEMPORRY ROK SILT HEKS TYPE - T DRINGE OUTLETS. ING R/W ING R/W SET=.82 BRDG #326 SET=.81 SET=.78 LERING ND GRUBBING ONSTRUTION SHEET 4 EROSION ONTROL OR SET=.80 ON & TIMBER RLPH L. LEONRD, JR. ND WIE, PTRII H. LEONRD DB 1748 PG ING R/W ING R/W 5 6 SET=. SET= BRDG # ON & TIMBER 86 LITTLE OHIRE REEK SET=. SET=. SR 1409 OLD SLEMBURG RD 17 BST JUDITH UNDERWOOD WTTS ND HUSBND, JMES NORMN WTTS DB 1040 PG 53 1

7 0303 8/17/ PROJET REERENE NO. E-5/ ONST.4 R/W RODWY DESIGN HYDRULIS ND POT Sta Place Matting for Erosion ontrol on Slope as Work llows. Sta to Sta SR 1409 OLD SLEMBURG RD 17 BST TB2GI 401 TOP: 1.0 INV: TPER LT. ND RT. BEGIN TIP PROJET (LT ND RT) -L- ST REMOVE BRIDGE BRIDGE 325 LSS B RIP RP EST 5 SY GD SHOULDER BERM GUTTER ST TO ST INV: TB2GI 4 TOP: 1.0 INV: INV: SET=.17 BRDG #325 SET=.16 SET= SET=.13 ON & TIMBER SHOULDER BERM GUTTER ST TO ST (LT ND RT) ING R/W LSS B RIP RP EST 5 SY GD LSS II RIP RP TO SHOULDER (STRUTURES PY ITEM, TYP) ING R/W Place Matting for Erosion ontrol on Slope as Work llows. Sta. 13 to Sta TB2GI TOP:.9 INV:.5 LIN WLTON HOWRD TB2GI TOP:.9 INV:.9 DB 1052 PG INV: SET=.82 BRDG #326 SET=.81 SET=.78 SET=.80 + BRIDGE 326 LSS II RIP RP TO SHOULDER (STRUTURES PY ITEM, TYP) (STRUTURES ING PY R/WITEM, TYP) LITTLE OHIRE REEK 5 6 SET=. SET=. BRDG #327 LITTLE OHIRE REEK SET=. SET=. ON & TIMBER ON & TIMBER + ING R/W 408 TB2GI TOP: INV: REMOVE TIMBER VERTIL BUTMENTS DOWN TO ELEVTION.2 (1 BOVE NORML WTER SURE ELEVTION). REMOVE BRIDGE PPROXIMTE EXVTION EL=.2 (TYP OR BRIDGE 327) Place Matting for Erosion ontrol on Slope as Work llows. Sta. 15+ to Sta LSS II RIP RP TO SHOULDER +81 Little oharie reek BRIDGE 327 INV:.9 PTRIK DUDLEY NEL ND WIE, DINE G. NEL TB2GI TOP:.9 INV:.9 DB 1780 PG 62 END TIPPROJET -L- ST REMOVE BRIDGE ND TIMBER VERTIL BUTMENTS INV:.0 LSS B RIP RP EST 5 SY GD SHOULDER BERM GUTTER ST. 20 TO ST (LT ND RT) 50 TPER LT. ND RT. POT Sta Place Matting for Erosion ontrol on Slope as Work llows. Sta. 20 to Sta SR 1409 OLD SLEMBURG RD 17 BST K:\RL_Roadway\ \Erosion ontrol\b4637_ero_psh_5.dgn 4/2/2017 _USER_ Place Matting for Erosion ontrol on Slope as Work llows. Sta to Sta NOTES: NY DEVITION ROM OPTIONSGIVEN WILL REQUIREPRIORPPROVLBY. DDITIONLEROSION ONTROLDEVIESMY NEED TO BEINSTLLED SDIRETED BY THE. LSS B RIP RP EST 5 SY GD NOTE: UTILIZE TEMPORRY SEDIMENT BSIN OR SPEIL STILLING BSIN(S) S STILLING BSIN WHERE PPLIBLE. PPROXIMTE EXVTION EL=.5 (TYP OR BRIDGE 325) WTER SURE ELEVTION). INV:.7 REMOVE TIMBER VERTIL BUTMENTS DOWN TO ELEVTION.5 (1 BOVE NORML LSS B RIP RP EST 5 SY GD on Slope as Work llows. Place Matting for Erosion ontrol Sta. 15+ to Sta on Slope as Work llows. PPROXIMTE EXVTION Sta. 13 to Sta RLPH L. LEONRD, JR. ND WIE, PTRII H. LEONRD DB 1748 PG Place Matting for Erosion ontrol EL=.5 (TYP OR BRIDGE 326) REMOVE TIMBER VERTIL BUTMENTS DOWN TO ELEVTION.5 (1 BOVE NORML WTER SURE ELEVTION). +81 LSS B RIP RP EST 5 SY GD JUDITH UNDERWOOD WTTS ND HUSBND, JMES NORMN WTTS DB 1040 PG 53 Place Matting for Erosion ontrol on Slope as Work llows. Sta. 20 to Sta

CONSTRUCTION EXIT SEDIMENT BARRIER

CONSTRUCTION EXIT SEDIMENT BARRIER 241428_itizen ield Guide_v3 2/22/06 11:09 M Page 1 (1,1) ONSTRUTION EXIT stone pad located where traffic leaves a construction site to eliminate the transport of soil to public streets. SEDIMENT BRRIER