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Home My WebLink AboutNCC230408_Site Plan or Location Map_20230214205-041-10 JAMES ROSS JR MILLER D.B. 05518 PG. 925 o� L_ I 643 � I L_ L_ L_ L_ L_ � '• 205-041-08 KHH DOWNS LLC D.B. 19665, PG. 182 -' EROSION CONTROL NOTES: / 1. ALL "STD." NUMBERS REFER TO THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS MANUAL AND/OR THE PINEVILLE LAND DEVELOPMENT STANDARDS MANUAL (PLDSM). \ 2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING / ADMINISTRATOR. \ 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THIS PLAN IS A VIOLATION OF THE COUNTY \ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. \ / 5. SOIL STABILIZATION SHALL BE REQUIRED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: \ 5.1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT / L STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 L CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY AND FURTHERMORE STABILIZATION \ L_ IS REQUIRED WITHIN 5 CALENDAR DAYS IN PROTECTED AREAS. \ \ \ - � 5.2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION ( L L L\ WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS \\ FROM THE LAST LAND -DISTURBING ACTIVITY. \L_\L \ 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A I1 I\ REPRESENTATIVE OF THE COUNTY. \ 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT \ PREVIOUSLY APPROVED. \\ \ 8. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE \ = PRESENTED AT THE PRE -CONSTRUCTION MEETING. \ \ 9. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT REQUIREMENTS IN THE \ \ \ BMP DESIGN MANUAL. SEE SHEET C-4.15 FOR EMBANKMENT REQUIREMENTS \ 10. SOIL COMPACTION TESTS ARE REQUIRED ON ANY BERM -SIN HEIGHT FROM THE NATURAL GRADE. \ \ _ SOIL COMPACTION MUST BE AT 95% PROCTOR AND CERTIFIED BY A LICENSED ENGINEER. 11. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE VERIFIED BY \ THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 12. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION \ AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, AND THE 205-041-07 TOWN OF PINEVILLE LAND DEVELOPMENT STANDARDS MANUAL. HH DOWNS LLC 13. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED \ \ D.B. 19667, PG. 653 \ _ / AT 2:1(HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR J \ _ SHALL DISCLOSE THE LOCATION OF ANY ON -SITE AND/OR OFF -SITE BARROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. C-4.09 1 ° C-4.07 14. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS. 15. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUT APPROVAL OF EROSION CONTROL 205-032-02 COORDINATOR. COLLISION PROPERTIE 16. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS. 205-041-06 D.B. 20034, PG. 36: 17. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR - \ YOSHINO PROPERTIES LLC 550 1 STORM EVENT. IF ANY FAILURES ARE FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE. D.B. 32689, PG. 195 - 18. IF EXCESSIVE TRACKING IS SEEN, CONTRACTOR WILL BE REQUIRED TO INSTALL A TRUCK WASH. eh 19. INSTALLATION OF TEMPORARY GROUND COVER OR SEEDING MUST BE PERFORMED WITHIN SEVEN (7) -- --- 71- T o 1111 / WORKING DAYS OR SLOPE DRAINS INSTALLED AFTER FILL SLOPES ARE BROUGHT UP TO HEIGHT. 20. SEE SHEET C-6.20 FOR BUFFER MITIGATION NOTES. 28 29 30 - DI-203 sso ENHANCED EROSION CONTROL NOTES: - DOWNS CIR. -136 555-�a-zoz \ a -zoo -- a-207 a-4o ExcB-zz84 _ !"- 1. SURFACE WATER DRAW DOWN DEVICES (RISERS OR SKIMMERS) SHALL BE INSTALLED IN ALL SEDIMENT 555 _ ��o ;I-137 < q � � � \ BASINS. FOREBAYS SHALL BE USED IN CONJUNCTION WITH ALL SEDIMENT BASINS. ROCK FOREBAY a-zos ° �, EMBANKMENTS MAY BE USED IN LIEU OF POROUS BAFFLES. 555 I Da-zo9 a-4 z o 2. THE AMOUNT OF UNCOVERED AREA AT ANY ONE TIME SHALL BE LIMITED TO NO MORE THAN 20 ACRES. - -- - - - zCI-208 - DI-zo1 DCI-206 ��`• y - � CONTRACTOR TO FOLLOW CONSTRUCTION SEQUENCING AND PHASING IN ORDER TO NOT DISTURB '� j MORE THAN 20 ACRES AT A TIME. �I ° I 32 EXDI-2282 3. POLYACRYLAMIDES (PAM) SHALL BE USED TO REDUCE TURBIDITY AND SUSPEND SOLIDS WHENEVER A 5- i 11 I-= ;- a-210 3S � SEDIMENT TRAP, BASIN, PIT, HOLE, OR BUILDING FOUNDATION IS BEING PUMPED OUT TO REMOVE so � I � SEDIMENT LADEN WATER. PAM IS NOT REQUIRED WHEN ANY OF THE ABOVE IS BEING PUMPED TO AN ___ _^ 34 I APPROVED SEDIMENT BASIN ON SITE. THIS ACTIVITY MUST BE INSPECTED AND APPROVED BY THE - 43 MECKLENBURG COUNTY EROSION CONTROL INSPECTOR. 4. POLYACRYLAMIDES MAY BE REQUIRED ON SITE, AS DETERMINED BY THE TOWN/COUNTY EROSION O X \ 113 - I 81 �h I\ ��I�i7z I �� _ - \ �� 30 - a m A l� CONTROL INSPECTOR. _ L_ L_ L_ L_ L Saa I- oo I Saa L = 47 it \ 5. DOUBLE SILT FENCE SHALL BE USED ALONG WETLANDS, STREAMS, LAKES, OR OTHER SURFACE WATER �L-L_I_L_A '` PHASE 2A �-- y14 -�\ - \\ y 58 _ _ -_ - \ 205-041-14 , � I I I i a-1zo 71 i = ' - - s I � BODIES AS WELL AS ADJACENT TO ALL S.W.I.M. OR OTHER WATER QUALITY BUFFERS. HIGH HAZARD \ FAMILY LTD. PARTNERSHIP -L � � � _ � - O ;s �I - - �- -- II 59 - \ 11 - A� I �- -� -�� I / 205-031-04 SILT FENCE WITH WIRE BACKING AND WASHED STONE WILL BE INSTALLED AS DETERMINED NECESSARY L_ L_ L_ L_ L_ L\ . , I Sg, \ PHASE 2B _ \ JAMES ROSS MILLER JR. � I � \ � 11s r- � Sal it �,, I 71' _ � _I �� \ `' �_li '- - I 38 �_-1,\ _ ExDI-2280 JAMES S KLEITCHES BY THE COUNTY ENGINEER OR FIELD INSPECTOR. \ L- L- L- L- L_ \ DI 125 _ _ _ 60 - �- I _ I D.B. 23137, PG. 196 \ -L \ X I_ - - I \\�I V 4s I \ TULA KLEITCHES 6. A 10-FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE EDGE OF DRAINAGE L_ L_ L_ L_ 84 _ - 9 �I__ - _ 39 \ D.B. 03418, PG. 441 FEATURES SUCH AS INTERMITTENT AND PERENNIAL STREAMS, PONDS, AND WETLANDS. INCIDENTAL L-L-L-L-L-L T- _ - 85 - 552 - 61 _ 44 II p % DRAINAGE IMPROVEMENTS OR REPAIRS WILL BE PERMITTED WITHIN THE BUFFER AS APPROVED BY 117 v� � _ -I i Y � cn 7 L �. _ I - 6z - _ SSS \ , COUNTY STAFF. t M� �I 118 a-13sv 86 67 I _ _' 4 SS3 DI-1o4 r- s 7. A GROUND COVER SUFFICIENT TO RESTRAIN ACCELERATED EROSION MUST BE PROVIDED WITHIN 7 L_ L_. L_ L_� L. � h o Q - CI-134 95 t _ --- � 550 ==1 6L�1 DCI-108 I II � •� � �- - CI-103 = CALENDAR DAYS OF THE DATE OF LAST LAND -DISTURBING ACTIVITY ON ANY PORTION OF THE _ L_ L_ L_ L_�LL'94 I - - - a-1o7=9 %PROJECT. _L_I_L_L_ I G \ _ I I I DI-111 .I 64 _y 550 / +� /, 88 11 I CI-116 I O 8. ALL DIVERSION DITCHES AND INTERIOR BASIN SLOPES MUST BE MATTED. L-de I i � s45 � Sa6 j � I I ' 65 - \ i O O L L _ - L- DCI-115 - CI-1o5 CI-1o2 �� V' S5o 9. SUFFICIENT ACCESS FOR CONSTRUCTION AND MAINTENANCE MUST BE PROVIDED AT TOE OF ALL \�\ , I _ 92 �' y II I 89 DCI-123 Da-1zz cl_110 =� / �- RETAINING WALLS 4' OR HIGHER. THE MINIMUM ACCESS WIDTH SHOULD BE NO LESS THAN SIX FEET. _ JB-113 _ L L �� a �� _ - __ i - - -� - a-1o6 A 11 -1 10. ALL BASIN SPILLWAYS SHALL BE SIZED TO PASS THE 25-YR STORM EVENT. 1 It DI-1 CI-124 `�z - II Z ' \ \ � � � � � \ � � I DCI-132 �; a a= _ - � -\ I � /� � 11. FILL SLOPE STEEPNESS SHALL BE LIMITED TO 2:1. SLOPES STEEPER THAN 3:1 MUST BE TERRACED OR - �-_ � � � _ 1- 0 CI-118 _ DCI-114 �- I I DI-101 O L_ L_ L_ _ -_ -- -- OTHERWISE PROVIDE AN APPROVED ENGINEERED SOLUTION. SLOPES 3:1 OR FLATTER MUST BE \V -_I, y A n o 64 1g3 62 161 160 �159� DESIGNED AS SET FORTH IN THE NC SOIL EROSION & SEDIMENT PLANNING & DESIGN MANUAL, -. 1 \ L_ L_ L_ L_ �� c� �� j A � a-127 �� 14, I � y - I 144 - STANDARD 6.02A I _�_�, __ _---- \--" -_ LL �_ L_ A L -_ _ y -1 �6 I I , - y y \ o 12. ALL PLANS WILL CARRY A "PERFORMANCE RESERVATION". �� - SaSI - y\ l A f - 13. ALL SELF -INSPECTION LOG BOOK ENTRIES WILL BE ELECTRONICALLY SENT TO THE AREA INSPECTOR, \ _ h- �I \ II'. - \ I �\ \ I 'I 143 -I 47 1 DI-1�12 _ Aram' �-C-4.11 �� 122 120�__WITHIN 2 WORKING DAYS OF A QUALIFYING RAIN EVENT OR WEEKLY (WHICHEVER IS SHORTER). �, `` \ I1 DI-128� I I'�5 124 123 I I - - - _ I 14z - i 1,qg !, _ _ i -\ `' I \ \� i \ \_ = 14. FOR EROSION CONTROL BASINS WITH A DRAINAGE AREA GREATER THAN 10 ACRES, TURBIDITY z8 127 126\ �I�� Sasy III MEASUREMENTS MAY BE REQUIRED AT THE DISCRETION OF THE JURISDICTIONAL AUTHORITY' TO \ � � 157 11s3 1 � � 1 °vw �_� - �}�A -� 153 154� 1s5 5611 MEASURE CLARITY OF BASIN EFFLUENT AND ANY POTENTIAL IMPACT TO RECEIVING WATERS AT THE _ /Ov ° E - TIME OF RAINFALL -TRIGGERED INSPECTIONS. READINGS MUST BE COLLECTED AT THE BASIN OUTFALL > (TO MEASURE CLARITY OF BASIN EFFLUENT), UPSTREAM OF THE DISCHARGE POINT (TO MEASURE \ _ -Eli - \ 91- oBASELINE CONDITIONS) AND DOWNSTREAM OF THE DISCHARGE POINT (TO MEASURE STREAM IMPACTS \ A a u' �- II 8 �2 DCI-302 CI 501 -_ 1 I-L_L_L_L_L_L_��. OF BASIN EFFLUENT) WHEN POSSIBLE. THE RESULTS MUST BE LOGGED IN THE INSPECTION REPORTS. V..�••,,. �`.� �� w t I 132 33 134 135 /-� Rv YI-301 - yam- LPL\ \ I 129 130 131 n DCI-303 - - \-L-fi- \ yl �Cj \ V - I - - -- \- OOVAE - LE �1 y� 1L �0\/FIE O - _ -- �� \ \ \ =\ - Ld ss sue,-' H 59 -ROC H \� OVH _ ° Ste- _ 1I �E OVI Ld - ��ovH > - __ -- - � � e jam'-Sj-- � � _\\ CONSTRUCTION SEQUENCE: PHASE 2 221-011-03 JAMES PLUMMER JR. RAUGH 1. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL PHASE 1 EROSION CONTROL DEVICES AND _ - 221-011-01 _ --_- - �� - -\ � JAMES PLUMMER JR. RAUGH I D.B. 24204 PG. 066 STRUCTURES. _ - - \� - C-4.1 -�0 I D.B. 24204 PG. 062 IC-4.08 2. AFTER ON -SITE INSPECTION BY INSPECTOR FOLLOWING PHASE 1, CONTRACTOR TO INSTALL STORM AS SITE IS BROUGHT TO FINAL GRADE. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF PHASE 1 EROSION CONTROL MEASURES. 1 \ L:L_L_L_L_L_L_L_L_L_L_L_L_L_I__ I I 3. SB#1 & SB#4 TO BE STABILIZED AS PART OF PHASE 2A. CONTRACTOR TO ENSURE NO MORE THAN 20 ACRES TO BE L_L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L 221-011-03 ( \ I DISTURBED AT ONE TIME. PHASE 2B TO REMAIN UNDISTURBED UNTIL PHASE 2A IMPROVEMENTS ARE STABILIZED. \ \ -� L_L_L_L_L_L_L_L_L_L_L_L JAMES PLUMMER JR. RAUGH \ I L L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L 4. CONTRACTOR TO ENSURE FINAL DRAINAGE AREAS ARE ESTABLISHED PRIOR TO FILLING SB#3 TO FINAL BASIN SIZE. \ / D.B. 24204 PG. 066 // L_ L_ L_ L_ L_ L_ L_� L_ L_ L_ L_ L_ L_ L- - 5. AS SB#3 IS FILLED, SITE CAN BE BROUGHT TO FINAL GRADE AND REMAINING STORM DRAINAGE AND UTILITIES CAN BE \ LLLLLLLLI LLL \ INSTALLED. �\ 1_L_LL_L L L 6. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION �� \\\� �\ I-L_L_L_L_L_L_L_- CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE-L_L_L_L_L_L_I I �� CONSTRUCTION SEQUENCE. REFER TO ATTACHED NCDEQ STABILIZATION TIMEFRAME TABLE FOR ALL STABILIZATION ' I-LL +L I REQUIREMENTS. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. �_ : L_L_�L-L I 7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND .L_L_L=L_L_ \ STRUCTURES. i� -L_ L_ 4 L_ L_ L_ L 8. THE LAND DEVELOPMENT INSPECTOR SHOULD BE CALLED TO CONDUCT INSPECTIONS ON STORM DRAINAGE, _L_L_L+L-L_L_L L_L_L_� \ I SIDEWALKS, DRIVEWAY OR STORM DRAINAGE, SIDEWALKS, DRIVE WAY IMPROVEMENTS, AND ALL ASPECTS OF ROAD L_L_L_L CONSTRUCTION. - L L L L \ 9. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.-�LLL I 10. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURE. I = L L L L L 11. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. IF / I _L_L_L_L_L_L_L-L I FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE. / / I L_ L_ L_ L_ L_ L_ L_ L \ \ \ 12. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND _LL L L L L L L SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, MECKLENBURG COUNTY EROSION / [-LL LLLL CONTROL ORDINANCE, AND THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS. �� ` \ `� L_L_L_L_L_L-L_- \ N:\_2016\1016120\CAD\Con struction Documents\Details\Images\NCG01 Stabilization Graphic.JPG 13. CALL THE WATER QUALITY INSPECTOR TO SET UP A BMP PRE -CONSTRUCTION MEETING PRIOR TO STARTING ANY \ �`\` L L L L L L L L L \ _ L_L_L_L- L_ L_ L_ L- L- . \ WORK ON BMPS. THIS MEETING SHOULD TAKE PLACE AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION ON \ \ `., _ L_ L_ L_ L_ L_ L_ L_ L_ ANY BMP. THE INSPECTOR WILL VERIFY THAT THE CONTRIBUTING DRAINAGE AREA IS COMPLETELY STABILIZED AND , \ L_L_L_L STORM DRAINAGE PIPES ARE CLEAN BEFORE INSTALLATION OF ANY BMP. / \ "-L- L_ L_ L_ L L L 14. THE DESIGN ENGINEER MUST VERIFY AND CERTIFY THE DRAINAGE AREA IS PROPERLY STABALIZED; MEASURES ARE IN \ \ �,� ILLLLLLL-� \ \ PLACE TO PREVENT SEDIMENTATION INTO THE BMP, THE STORM DRAINS, INLETS AND PAVEMENT HAVE BEEN / \ ��, L_L_L_L_L_L_L \ \ PROPERLY CLEANED PRIOR TO COMMENCEMENT OF BMP CONSTRUCTION. EROSION CONTROL & WATER QUALITY INSPECTOR EUGENE HUDSON (980)406-0000 LAND DEVELOPMENT INSPECTOR JASON KLINGLER (980)721-3567 ZONING INSPECTOR BRIAN SIFFORD (980)721-0924 BEFORE YOU DIG! CALL 1-800-632-4949 N.C. ONE -CALL CENTER IT'S THE LAW! DENUDED AREA= 22.4 AC 0 PHASE 1A DISTURBED: 19.6 AC ■ PHASE 1 B DISTURBED: 2.8 AC ■ PHASE 2A DISTURBED: 3.6 AC ■ PHASE 2B DISTURBED: 18.8 AC 'REFER TO OVERALL SHEETS FOR PHASING PLAN EXTENTS LINETYPE LEGEND PROJECT BOUNDARY EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR EXIST. STORM DRAINAGE EXIST. R/W EXIST. TREELINE EXIST. PROPERTY LINE STREAM UPLAND STREAM BUFFER EXIST. STORM DRAIN MANHOLE EXIST. CATCH BASIN DROP INLET PROTECTION (NCDEQ #6.51) CATCH INLET PROTECTION PANNEF LIv'A e. Plan Sheet Is Part Of The Overall Approval As Of The Following Date 02/02/2023 660 661 ST- LandDesign. 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 KEY MAP 1---------r-------I C-4.08 1 C-4.071 IT 000 ' EAT] _ I \ A 1 1 i 9- I 1 - C-4�T- .11 I ! OLP I C-4.101 C-4.09 I ----------------- SEAL �titi}ft�Irrr��r k%%k UAJV��f�r ,• V fff , vie � ti 12/15/2022 Docu5t9.L. PROJECT COVENTRY TOWNHOMES STANLEY MARTIN HOMES ROCK HILL-PINEVILLE RD PINEVILLE, NC 28134 LANDDESIGN PROJ.# 1021033 REVISION / ISSUANCE NO. DESCRIPTION DATE 0 INITIAL SUBMITTAL 04.10.2022 1 2ND EPM SUBMITTAL 05.23.2022 2 3RD EPM SUBMITTAL 07.14.2022 3 NCDOT SUBMITTAL 07.29.2022 4 4TH EPM SUBMITTAL 12.15.2022 DESIGNED BY: RPB DRAWN BY: RPB CHECKED BY: SST SCALE NORTH VERT: N/A HORZ: 1 "=100' 0 50 100 200 SHEET TITLE OVERALL EROSION CONTROL PLAN PH2 12/15/2022 1:18 PM JIMMY DUTTON P:\CLT\ 2021\1021033\CAD\DOCUMENTATION\1021033 PLN ECP STG2.DWG ORIGINAL SHEET SIZE: 24" X 3 SHEET NUMBER C-4.06