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HomeMy WebLinkAboutNCC221626_Site Plan or Location Map_20220427/ /o / \ \\ \\\ \ y0 \ \ 0' 7�1 oe TRqCgNOY \ G/ee01 i9 / HATCH LEGEND: PROPOSED ROADWAY EDGE OF PAVEMENT STORMWATER EASEMENTS POTENTIAL TREE ` ' ` ' ` ' ` ' PRESERVATION AREA FEMA FLOODWAY i FEMA FLOODPLAIN --\ --! --\ STREAM BUFFER JURISDICTIONAL WETLAND UNDISTURBED BUFFER VEGETATED " SETBACK TEMPORARY GRAVEL CHECK DAM SEE SHEET ECI.6 FOR DETAILS EROSION CONTROL LEGEND DESCRIPTION PLAN SYMBOL DESCRIPTION PLAN SYMBOL SILT FENCE FILTER RING INLET PROTECTION SILT FENCE - HIGH SILT FENCE OUTLET HAZARD DOUBLE ROW CLEARING LIMITS CL RIP RAP OUTLET PROTECTION LIMITS OF DISTURBANCE LOD ROCK CHECK DAM TEMPORARY DIVERSION T D STABILIZED CONSTRUCTION SWALE ENTRANCE TREE PROTECTION ° o \ CLOTH ek GRAVEL INLET 0 PROTECTION TEMPORARY SEEDING TS FILTER BAG CATCH BASIN INLET PROTECTION TEMPORARY STREAM t t PERMANENT SEEDING pg CROSSING 7 7 NAG S75 SLOPE MATTING (RESERVED) LIMITS OF DISTURBANCE (TYP.) ly�y \ GENERAL NOTES I. TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN STOCKPILES TO PREVENT MIXTURE WITH SUITABLE MATERIAL. CONTRACTOR IS TO REMOVE EXCESS TOPSOIL FROM SITE AT END OF CONSTRUCTION. 2. CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT. 3. SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL STABILIZATION. 4. ALL SLOPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL BLANKET AND GRASSED BY HYDROSEED METHOD. NOTE: ALL AREAS OF WORK FOR THE WATER MAIN INSTALLATION MUST BE STABILIZED ON THE SAME DAY. LIMITS OF DISTURBANCE: 2.69 ACRES THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS): I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ. SET UP ON -SITE PRE -CONSTRUCTION CONFERENCE WITH NCDEQ EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT TO FINE. 2. INSTALL ALL MEASURES AS SHOWN ON PLANS. CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES.. 3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 4. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 5. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. ALL DISTURBED AREAS SHALL BE SUFFICIENTLY STABILIZED WITH VEGETATION PRIOR TO REMOVAL. TEMPORARY SLOPE DRAINS SHALL REMAIN IN PLACE UNTIL APPROVED BY INSPECTOR TO BE REMOVED. 6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE AND NCDEQ. RT�N 4 \ NO N q eT f? cK 2 Y ��e@ PC DNS / / / TEMPORARY GRAVEL C SEE SHEET ECI.6 F01 LIMITS OF DISTURBANCE (TYP.) EROSION CONTROL NOTES: I. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 3. 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. 4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER BY END OF DAY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER BY END OF DAY. 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NCDEQ. 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED- 8. ALL WATER, SEWER, AND FORCE MAINS MUST BE STABILIZED ON THE SAME DAY AS THE INSTALLATION. / Z O Q / I I 2 O = r 0 N N jwj�j J_ I EXISTING WETLANDSLij jjFF�S / 1 1 1 p Z 1 1 N I l/II /III r Lo EXISTING U.S. WATERS a 'Q I U OF THE STATE 0 JJ-I 1 J 1 1 1 r' I 1 Q TEMPORARY SEDIMENT FENCE. SEE SHEET ECI.6 FOR DETAILS. l I II/I o TEMPORARY SEDIMENT FENCE. / m SEE SHEET ECI.6 FOR DETAILS. 1 EXISTING WETLANDS Ef' LIMITS OF — DISTURBANCE (TYP.) / /y / EROSION CONTROL NOTES — TREE SAVE AND PRESERVATION 1. TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY. 2. SHOW TREE PROTECTION AND TREES SAVE AREAS ON DEMO, EROSION CONTROL, GRADING AND LANDSCAPE PLAN SHEETS. 3. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT WITH THE COUNTY REGISTER OF DEEDS BEFORE URBAN FORESTRY HOLDS CAN BE RELEASED. A 10' NO BUILD ZONE AROUND TREE SAVE AREAS MUST BE REFERENCED ON THE PLAT. 4. TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF AN AREA PROPOSED FOR TREE SAVE CONTAINS INVASIVE PLANT SPECIES AT TIME OF PROPOSAL, SUCH INVASIVE PLANT SPECIES SHALL BE REMOVED PRIOR TO FINAL CO. 5. THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.) CAN NOT BE COUNTED TOWARD THE TREE SAVE REQUIREMENT. 6. ANY ACTIVITY WITHIN TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT MECHANIZED EQUIPMENT. _ LIMITS OF 1 DISTURBANCE (TYP.) / END OF OFFSITE WATERMAIN WORK BEYOND LOD IS HANDLED UNDER A SEPARATE PERMIT — 1 l ii I y �l / �1Orfll TEMPORARY GRAVEL CHECK DAM SEE SHEET ECI.6 FOR DETAILS / II ,` , , , �11/ , ,I` , ,` r W , o� r Q 100 7aQS?J, I , NCo in C,ZW'J I II IllINC a0 pp�M�,i / I I I l u '05,0/o�Z 3 II IIII I //i II lll��lll I �/ �iiii� \ IIII III li ��� ii I I � III ul I N�\IIII 00 , O U Ov,O % 1� \0'1 tp GRAPHIC SCALE,\\ / 100 0 50 100 200 \\ \\ `11 I 400 I iii!" im I r � / ( IN FEET ) 1 inch = 100 ft. /V F- U'=zU'L o= d5 z Q O . Q z: J= w i, � '• �, d• .' ICJ `� ., o �. 11111111 W F Q 0 r m W z 0 W w Of 0 z 0� 00 U� Z O � O Q O � � � c� U 5O o o V) L j N 0 r cii O 17 O ? 3 O U z O in z w � Z X w Q J 0_� w a. Z O w cn J 0 � z � � Z mz LLJw 0 z Q U D F Z 0-1 w 0 LL � OJ w Q � w ~ J J U z Q z O w 0 w m J JOB NO: J-28799.0002 DATE: 3/30/2022 DRAWN: RWB DESIGNED: RWB REVIEWED: PLB APPROVED: JMB SCALE: I" = 100' EC0o1 EROSION CONTROL LEGEND DESCRIPTION PLAN SYMBOL DESCRIPTION PLAN SYMBOL SILT FENCE FILTER RING INLET 0 PROTECTION SILT FENCE - HIGH SILT FENCE OUTLET HAZARD DOUBLE ROW CLEARING LIMITS CL RIP RAP OUTLET PROTECTION LIMITS OF DISTURBANCE LOD ROCK CHECK DAM TEMPORARY DIVERSION T D STABILIZED CONSTRUCTION SWALE ENTRANCE TREE PROTECTION ° p o CLOTH lit GRAVEL INLET 0 PROTECTION TEMPORARY SEEDING TS FILTER BAG CATCH BASIN INLET PROTECTION TEMPORARY STREAM S S PERMANENT SEEDING pg CROSSING d d NAG S75 SLOPE MATTING (RESERVED) HATCH LEGEND: PROPOSED ROADWAY EDGE OF PAVEMENT STORMWATER EASEMENTS +++++++++++1 �+++++POTENTIAL TREE + PRESERVATION AREA FEMA FLOODWAY FEMA FLOODPLAIN --- --- --= STREAM BUFFER JURISDICTIONAL WETLAND UNDISTURBED BUFFER VEGETATED SETBACK LIMITS OF DISTURBANCE (TYP.) �- dH0 / i MHO AHD"_. TEMPORARY SEDIMENT FENCE. �OHP P - 0 LIMITS OF DISTURBANCE: 2.69 ACRES THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS): I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ. SET UP ON -SITE PRE -CONSTRUCTION CONFERENCE WITH NCDEQ EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT TO FINE. 2. INSTALL ALL MEASURES AS SHOWN ON PLANS. CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES- 3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 4. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 5. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. ALL DISTURBED AREAS SHALL BE SUFFICIENTLY STABILIZED WITH VEGETATION PRIOR TO REMOVAL. TEMPORARY SLOPE DRAINS SHALL REMAIN IN PLACE UNTIL APPROVED BY INSPECTOR TO BE REMOVED. 6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE AND NCDEQ. GENERAL NOTES I. TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN STOCKPILES TO PREVENT MIXTURE WITH SUITABLE MATERIAL. CONTRACTOR IS TO REMOVE EXCESS TOPSOIL FROM SITE AT END OF CONSTRUCTION. 2. CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT. 3. SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL STABILIZATION. 4. ALL SLOPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL BLANKET AND GRASSED BY HYDROSEED METHOD. NOTE: ALL AREAS OF WORK FOR THE FORCEMAIN INSTALLATION MUST BE STABILIZED ON THE SAME DAY. STATE OF NORTH CAROLINA D.B. 876, PG. 233 EROSION CONTROL NOTES: I. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 3. 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. 4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER BY END OF DAY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER BY END OF DAY. 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NCDEQ. 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED- 8. ALL WATER, SEWER, AND FORCE MAINS MUST BE STABILIZED ON THE SAME DAY AS THE INSTALLATION. rfma TEMPORARY SEDIMENT FENCE. SEE SHEET EC1.6 FOR DETAILS. G /- - _G A, - TEMPORARY GRAVEL CHECK DAM EROSION CONTROL NOTES - TREE SAVE AND PRESERVATION 1. TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY. 2. SHOW TREE PROTECTION AND TREES SAVE AREAS ON DEMO, EROSION CONTROL, GRADING AND LANDSCAPE PLAN SHEETS. 3. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT WITH THE COUNTY REGISTER OF DEEDS BEFORE URBAN FORESTRY HOLDS CAN BE RELEASED. A 10' NO BUILD ZONE AROUND TREE SAVE AREAS MUST BE REFERENCED ON THE PLAT. 4. TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF AN AREA PROPOSED FOR TREE SAVE CONTAINS INVASIVE PLANT SPECIES AT TIME OF PROPOSAL, SUCH INVASIVE PLANT SPECIES SHALL BE REMOVED PRIOR TO FINAL CO. 5. THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.) CAN NOT BE COUNTED TOWARD THE TREE SAVE REQUIREMENT. 6. ANY ACTIVITY WITHIN TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT MECHANIZED EQUIPMENT. STATE OF NORTH CAROLINA D.B. 876, PG. 233 TEMPORARY SEDIMENT FENCE. SEE SHEET ECI.6 FOR DETAILS. LIMITS OF DISTURBANCE (TYP.) ��11p1h� ----- I�ill�! llll\ SEE SHEET EC1.6 FOR DETAILS. / _ 1--, TEMPORARY SEDIMENT FENCE. �LIMITS OF GAS u� ��� /j// // / / / I I \ AS - I I SEE SHEET EC1.6 FOR DETAILS. LIMITS OF DISTURBANCE (TYP.) 30' X 10' '1\N LAUNCHING PIT`�� \ TEMPORARY SEDIMENT FENCE. SEE SHEET EC1.6 FOR DETAILS./�� I� ON / � / J OH \ 0HP =� OHP���� /i / / �� IN, Soy gE�� �` � SpVTHERN Or RCP \35 64 ENO \535R54 LE IIII , � • v - _-_-_- X \✓ll TT1' s / = _ _ _ _ _ - - - X=�� - - - - - - - - _ - - _ - - - - - - - - - -� - _ - - - - -�- F4B�� X x - - - X - - - x -Z/-� _- x x x / X START OF OFFSITE FORCEMAIN WORK BEYOND LOD IS HANDLED UNDER A SEPARATE PERMIT ENS �29 g6P \ 1,E ; 19,. RGP ENO 09 \.E ; \26. GRAPHIC SCALE 100 0 50 100 200 400 ( IN FEET ) 1 inch = 100 ft. <o I— a - _Q• g�woo 0= z U • 's Z •'•. w O C � c� a •' 4, S ,,/ d5 z Q LLj . OCD Q =Q:vJ a 04 N w• J _ z. _ U :w w O �: W _0. w r a 0 m W z 0 W w Of 0 z 0� 00 Z o 'o E O Q 0 Lr) � U �0 O 0c) -C (Do L j N r cUn O O ? 3 O U z O_ U� z W Z X LLJ J 0_� LLJ a. Z O E�z '�' J 0 o � � Z mz LLJw 0 z Q U D F Z 0-1 w 0 LL � n 0 OJ w Q � w ~ ~ J J U z Q AI z o w > 0_� 0 LLJ m JOB NO: J-28799.0002 DATE: 3/30/2022 DRAWN: RWB DESIGNED: RWB REVIEWED: PLB APPROVED: JMB SCALE: I" = 100' ECO*2 CIIY/\0F -127- / L,L��VJ �Bt R T 0 \ B./TI49, PG. / dye � I \ START OF OFFSITE WATERMAIN \ C\ LIMITS OF DISTURBANCE: 2.69 ACRES THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS): I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ. SET UP ON -SITE PRE -CONSTRUCTION CONFERENCE WITH NCDEQ EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT TO FINE. 2. INSTALL ALL MEASURES AS SHOWN ON PLANS. CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES.. 3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 4. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 5. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. ALL DISTURBED AREAS SHALL BE SUFFICIENTLY STABILIZED WITH VEGETATION PRIOR TO REMOVAL. TEMPORARY SLOPE DRAINS SHALL REMAIN IN PLACE UNTIL APPROVED BY INSPECTOR TO BE REMOVED. 6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE AND NCDEQ. W W C0 ART/N TEMPORARY SEDIMENT FENCE. SEE SHEET EC1.6 FOR DETAILS. S b0 EROSION CONTROL NOTES: I. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 3. 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. 4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER BY END OF DAY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER BY END OF DAY. 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NCDEQ. 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.. 8. ALL WATER, SEWER, AND FORCE MAINS MUST BE STABILIZED ON THE SAME DAY AS THE INSTALLATION. AND N ANCY D. TRAC K2 B. 48, PG. �41 \ — dHo — S'bli-�= MARTIN AND NANCY TRACK D.B. 48, PG. 141 GIBBONS 3+00 O :O p� TEMPORARY GRAVEL CHECK DAM SEE SHEET EC1.6 FOR DETAILS —1zs GENERAL NOTES I. TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN STOCKPILES TO PREVENT MIXTURE WITH SUITABLE MATERIAL. CONTRACTOR IS TO REMOVE EXCESS TOPSOIL FROM SITE AT END OF CONSTRUCTION. 2. CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT. 3. SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL STABILIZATION. 4. ALL SLOPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL BLANKET AND GRASSED BY HYDROSEED METHOD. VOTE: ALL AREAS OF WORK FOR THE WATER MAIN INSTALLATION MUST BE STABILIZED ON THE SAME DAY. / / / / / / GO / NS / / / / d6tri\ 1 +00 / / / / / / / / / / / / -127---\_��--- / // — 1 J 71111111111111.11111 foI — S \ _CM1124---- 1-125 G J — — = 124= — — — —12 5 - — — — — — — — — --------126---- O I Z IL LIMITS OF DISTURBANCE (TYP.) MARTIN j�_*, =1116-Mr,09 •• - 133a1S H1313 1S3M \ \ \ N ANCY AND T RACK 2 D.B. 48PG. i GIBBONS a �a— %_g.ls —� GRAPHIC SCALE 40 0 20 40 80 160 �� oo/ / I � / a0 ON a ARO�INA / UNIVERSITY OF NORTH C UNIVERS / E FOUNDATION, INC. / PEMBROK / B.B. 1506, PG. 473 AP / TEMPORARY GRAVEL CHECK DAM / SEE SHEET EC1.6 FOR DETAILS \ po — 0 _ 11+00 12+DD IR„91 _ - - - - - 126 -125- - - - �- �126 - - - - - - - - -12 7 TEMPORARY SEDIMENT FENCE. SEE SHEET EC1.6 FOR DETAILS. LIMITS OF DISTURBANCE (TYP.) _ 0 o ( IN FEET ) 1 inch = 40 ft. S�'�1EET N0. ECJ,2 GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. ..� ... W O =_ ~ CJ W �-- LL : o = Cn W 0Cn =� CC5z Q �o W ' z''' Fes` .��. a w O Ov: •• P� Cif LL a J_ N z: LLI U w = O � � Lu w F- a 0 r m z 0 > w 0 z O V1 Z p 0 Q p N� 0 N o` O O C 2 �0 V) H 2 wu E O z (N O � 0 0 3 3 U z O Cr) z LiJ x LiJ zo LiJ Z w "' a J H a � � z Q J mz O �z Q F- Z Jw O m LL J Q U Z O Q Cr) O V z W z O Ld Co J JOB NO: J-28799.0002 DATE: 3/30/2022 DRAWN: RWB DESIGNED: RWB REVIEWED: PLB APPROVED: JMB SCALE: AS NOTED E C 1 o 1 EXISTING WETLANDS LIMITS OF DISTURBANCE (TYP.) i i i MARLYN LINKHAW BRITT D.B. 11-17 P G . 14 7 / EXISTING U.S. WATERS LIMITS OF OF THE STATE DISTURBANCE (TYP.) TEMPORARY SEDIMENT FENCE. SEE SHEET EC1.6 FOR DETAILS. TEMPORARY GRAVEL CHECK DAM SEE SHEET EC1.6 FOR DETAILS 9 dH-0 — d1 0 1za— dH0 — _—Iz740 ----- — 6OS\7`J---- ,o0 Sd L --29 z O rn n LIMITS OF DISTURBANCE: 2.69 ACRES THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS): I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ. SET UP ON -SITE PRE -CONSTRUCTION CONFERENCE WITH NCDEQ EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT TO FINE. 2. INSTALL ALL MEASURES AS SHOWN ON PLANS. CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES.. 3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 4. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 5. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. ALL DISTURBED AREAS SHALL BE SUFFICIENTLY STABILIZED WITH VEGETATION PRIOR TO REMOVAL. TEMPORARY SLOPE DRAINS SHALL REMAIN IN PLACE UNTIL APPROVED BY INSPECTOR TO BE REMOVED. 6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE AND NCDEQ. EROSION CONTROL NOTES: I. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 3. 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. 4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER BY END OF DAY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER BY END OF DAY. 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NCDEQ. 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.. 8. ALL WATER, SEWER, AND FORCE MAINS MUST BE STABILIZED ON THE SAME DAY AS THE INSTALLATION. / o / TS DISTURBANCEIOF ) (TYP/ / �— _\2?' 3pi 0 �` GENERAL NOTES I. TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN STOCKPILES TO PREVENT MIXTURE WITH SUITABLE MATERIAL. CONTRACTOR IS TO REMOVE EXCESS TOPSOIL FROM SITE AT END OF CONSTRUCTION. 2. CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT. 3. SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL STABILIZATION. 4. ALL SLOPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL BLANKET AND GRASSED BY HYDROSEED METHOD. NOTE: ALL AREAS OF WORK FOR THE WATER MAIN INSTALLATION MUST BE STABILIZED ON THE SAME DAY. \ \ \ \ END OF OFFSITE WATERMAIN WORK BEYOND LOD IS HANDLED UNDER A SEPARATE PERMIT 40 O XO 20 GRAPHIC SCALE 40 80 ( IN FEET ) 1 inch = 40 ft. 160 06A /vo/ ��` ... 0:' �zz N �Y�% J a m Q- ��w00 O C LLj d5 z Q _ .,�� w Cn O �yo.• z •. ��` `��. a w N, LLj _o. ';l- LL _ ct� ; J co = Q :� a N � N z: J _ Lu U:w w G: W= Cn -Z04 o� . �`�,. W w F- a 0 rn W z O W w 0 z L0 O Z L0 L 0 O Q p D� 0 O L � . � 2 .90 H 2 wu E 0 z N O O O 3 � 3 U z O Cr) z W X W W Z O W "' Q J H a CL � Q J mz � O �z Q F- Z Jw O Co LL J Q U O Q Cr) V z NO W z C) F_ 0f w m JOB NO: J-28799.0002 DATE: 3/30/2022 DRAWN: RWB DESIGNED: RWB REVIEWED: PLB APPROVED: JMB SCALE: AS NOTED 111�EC1*2 \ \ \ \ Dy \ \ °\ OyO \\ \ \\ \ \ \\ \ \ \ \ \ \ ti'° OHP OHPLIMITS OF OHP \�+'r� n,Ab ! I ; Iq�{NNN PI - OHP OHR \ \O�P \\\ \b P \ OHP \ \ Z9 P \ _ \ DISTURBANCE (TYP.) \\ \\ p NP \ 1 30' X IO / \ \ \ \ ` \ \ \ \ \ \ \ \ So \ / \\\\ \\I LAUNCHING PIT 1 I I J a \ \ \\ \ \ \\ \ \ \ TEMPORARY SEDIMENT FENCE. OHP HP �— OIHP 0`Nf�\�-��'0H I I 1 I H/P \ \\` \\ \ ��� - - \ ) \ \ \ \ 0 1 p \ \\ \ \ \ \ \ \ \ SEE SHEET EC1.6 FOR DETAILS. -9 \ \'o \ \ \ \ \ \\ \ \ \ I\\ \ III 1 I I �C�C \ �\ \ `P - --B+�L'- = -0-HP OHP °9HP LIMITS OF / \ \0 \ \ \ \ \ \ \ \ o `2 III 1 I I I / DISTURBANCE (TYP.) \ \\ \\_-_� O o!�.��� I111 I I I IIIIII I \ \\\\ \\_� \\_—____— _ \ \ � \���WA 11111 III IIIII // / � / \ \\ \� �/21+00 cw� \ TEMPORARY SEDIMENT FENCE. \ \ \ \ \ \ \ \ \ \ SEE SHEET EC1.6 FOR DETAILS. °�,o 110. IO' X I / o_-` �_------_132/// j/ �/ / // RECEIVIVI NG PIT -v _137— START OF OFFSITE FORCEMAIN / / F�F s��sa l� 139 - - - - - - _ _ _ - WORKUNDER AND LOD IS SEPARATE PERMIT PP/ / �� /4 ss O� qp'F/3%yr ��P\\ \ \\\\\\\\\\\\�9\�\ / III I I __--j4°` � // -' / / —15 j .a 1 1 I III I / /6100 1 I N. \\ \\ \ o \\\ \\\ \ 48 \ J / _ a - — — — — — — '147- — 137 — �__ --_--_— __- 1_146- - \ �133— 45 /G -\44� 0. '3ss4CA �� y/Gy� ao \+ \\\\\\\\\ 7' \ \\\\ \\ \\ \\ STATE OF NORTH CAROLINA D.B. 876, PG. 233 LIMITS OF DISTURBANCE: 2.69 ACRES THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS): I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ. SET UP ON -SITE PRE -CONSTRUCTION CONFERENCE WITH NCDEQ EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT TO FINE. 2. INSTALL ALL MEASURES AS SHOWN ON PLANS. CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES.. 3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 4. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 5. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. ALL DISTURBED AREAS SHALL BE SUFFICIENTLY STABILIZED WITH VEGETATION PRIOR TO REMOVAL. TEMPORARY SLOPE DRAINS SHALL REMAIN IN PLACE UNTIL APPROVED BY INSPECTOR TO BE REMOVED. 6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE AND NCDEQ. w Lu s C0 II \ Ca II / - ----- - TEMPORARY SEDIMENT FENCE. _ SEE SHEET EC1.6 FOR DETAILS. - - -� - _ GAS _ =GAS - SAS_- - GAS _ -GAS GAS �' � - - - --_------ 1� — EROSION CONTROL NOTES: I. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 3. 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. 4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER BY END OF DAY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER BY END OF DAY. 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NCDEQ. 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.. S. ALL WATER, SEWER, AND FORCE MAINS MUST BE STABILIZED ON THE SAME DAY AS THE INSTALLATION. GENERAL NOTES I. TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN STOCKPILES TO PREVENT MIXTURE WITH SUITABLE MATERIAL. CONTRACTOR IS TO REMOVE EXCESS TOPSOIL FROM SITE AT END OF CONSTRUCTION. 2. CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT. 3. SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL STABILIZATION. 4. ALL SLOPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL BLANKET AND GRASSED BY HYDROSEED METHOD. NOTE: ALL AREAS OF WORK FOR THE FORCEMAIN INSTALLATION MUST BE STABILIZED ON THE SAME DAY. GRAPHIC SCALE 0 20 40 80 160 ( IN FEET ) I inch = 40 ft. 0 r z m I GAS GAS GAS - - -GA�� Arn G A AGAS \ - S GAS GAS GAS GAS GAS GAS GAS GAS GAS - - - - - - D - GAS GAS x I\ \ TEMPORARY GRAVEL CHECK DAM /\3o / _ \ SEE SHEET EC1.6 FOR DETAILS � - LIMITS OF \ - - DISTURBANCE (TYP.) -- l 1-------- / Lo 134- LOD I 135-----------------/ ----_— -- —_134 — _LOD -L \ — _ L0� -0 --- LOD- - - - — - LOIT �134 — — -------------------- - - ----- - --1OD LOD_ - _� — — — — — — �6 — — — L� I \ \ - - \ 30+00- - �- - - J-DD- - - - -L7 - - LOD 34+00 \ \ LOD \ - - - - - --I+-LOD � ` O -0---- 33+00 - - - 0 -------32+JJQ--- ---- --- ' -- \// LOD 0 _ --------------------------------------- SANG / \ -- -- Op------LOD---- LOD LOD _ — -----------------135------_ _ �— —_--_— ------ //;________________—==_-134 -- ---- ----------__ _ -136— —GRAPHIC SCALE /----------- r--- - — — — — — — — — — — — — — — — — — — — — — — — --133 _ — _ --- _ --- ------------- __— 135—� _—_- — --- — --- 40 0 --20- 40 80 _--- 160 — — — — — — — — — — — — — — — — — — — — — — - -13 2 — — — — ----- —13 2 - _ — — — — _ — — — — — — — — — — — — — — — — -- - - - - - - - - - ---------------��/ ``------------ /------------- - ---------__— ( IN FEET '/ ------------------ _--------------------I inch40 ft.zz O :' (f) z z_ F a m Q - w oa ��w O _ _U. =zCn LL o� W w Q4L .'�� Cn C O �yo.• z •. ��` `�`. Joe w 111111111/////''' � ````\\\\\I1 ' '/� '�. O .•� . Ov: •• P� Cif ��'.f9� LL = Q :� a N N z: J_ W _U :w w LJ W 11111111 w F- a 0 m W z 0 w O z 0^ 00I^ V1 Z 0 E 0 0 0 0c) (1) o V) L j N OS r cUn OS O } O ? 3 O U z O z LiJ x LiJ zo cif LiJ Z w "' a J H a CL � Q J z LLJ z Q F- Z Jw z O Co LL J Q U O Q Cr) O V z W z O F_ 0f LLJ Co JOB NO: J-28799.0002 DATE: 3/30/2022 DRAWN: RWB DESIGNED: RWB REVIEWED: PLB APPROVED: JMB SCALE: AS NOTED EC1*3 • V W \\ II j 1 II I II I I I I I \I I II I I I / X �-10 11�1 A-T-C'H L E \ I \ \ I \ _ ui LIMITS OF � DISTURBANCE (TYP.) WCIO --___,\ TEMPORARY SEDIMENT FENCE. SEE SHEET EC1.6 FOR DETAILS. / `35 — —134 _ .\ j — _\32 — 131- J l 44 0 STATE OF D.B. NORTH 876, PG. CAROLINA 233 T� I I II II II I I I I 11 I � I I I I I I �IHI I I I I I I J TV HEET O O ,n \ 0 =� 1 _-----_—_——= —_3_ � x OTEMPORARY YRDAM GASSEE SHEET FOR DETAILS / AS c-) 1 — — — I 134 133=-13�132� — 135�� UJ — � �/ \ C]f —•— I \ / I l I— — — �-R moo,.-F1�134-��_ __—III_— --___ SS ' — _ � v �"'35=— —T — — OD — —��136 — OD LOD —_GAS—�'G 33----LOD —� / 37+00 �� .---D LO 00 �� — — — _—Q�— — — —"f — _ _ — D GAS G A S T LOD — — —134- - — 137 — — — ` — _ -133 = --------- — LOD — — — , — �135' — _ — _136— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ / — — — — _— — — — _ _ — — — — — — _ — — — — — x --136--- ------ ——� ------�- - - X / GRAPHIC SCALE — — — — — — — _ — — — — — — — — — _ — — --- 134-- — — — — — — — — — — -- ---- — 40 0 20 40 80 _ — — -13 3 — — — — — — — — — — — — — — — — — — — — — — —13 3 - — — — — — — — — — — — — — — -13 4 - — — — — — — — — — — — — — — — — / / x -------------------- ) / ( IN FEET ) ---------- —/-----135 -- --- / _ -x 1 inch = 40 ft. I 1 I 11 1 1� 1 I I IIIIII / I I II I I IIIIII\ I I 1 IIIIII I I III 1 1 1 �, / r," I I I IIII I01111 xl I1i111 II II111 � � \\ 1 l 11 1 1 I IWII 1 \ I I I W 1 1 1 I I I II I l l 1 W I I\ x \ j LIMITS OF DISTURBANCE: 2.69 ACRES THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS): I. OBTAIN GRADING EROSION CONTROL PLAN APPROVAL FROM NCDEQ. SET UP ON -SITE PRE -CONSTRUCTION CONFERENCE WITH NCDEQ EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT TO FINE. 2. INSTALL ALL MEASURES AS SHOWN ON PLANS. CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES.. 3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 4. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 5. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. ALL DISTURBED AREAS SHALL BE SUFFICIENTLY STABILIZED WITH VEGETATION PRIOR TO REMOVAL. TEMPORARY SLOPE DRAINS SHALL REMAIN IN PLACE UNTIL APPROVED BY INSPECTOR TO BE REMOVED. 6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE AND NCDEQ. EROSION CONTROL NOTES: I. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 3. 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. 4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER BY END OF DAY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER BY END OF DAY. 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NCDEQ. 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.. S. ALL WATER, SEWER, AND FORCE MAINS MUST BE STABILIZED ON THE SAME DAY AS THE INSTALLATION. I I IIII I I Ill \ W I II II II\ I IIIIII II __13Q—_—_—_ Il 133 --_ IIIIII I_-----133--- —-------- 134 —_ ——— — — — —/-13 4 -- / \ O cr) 135 ---_=_ —--� 3 XX x \\ ce\\//r ` _—_ --—\-— \ - _--_—__—_X — GENERAL NOTES I. TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN STOCKPILES TO PREVENT MIXTURE WITH SUITABLE MATERIAL. CONTRACTOR IS TO REMOVE EXCESS TOPSOIL FROM SITE AT END OF CONSTRUCTION. 2. CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT. 3. SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL STABILIZATION. 4. ALL SLOPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL BLANKET AND GRASSED BY HYDROSEED METHOD. NOTE: ALL AREAS OF WORK FOR THE FORCEMAIN INSTALLATION MUST BE STABILIZED ON THE SAME DAY. ____--—____—— \ `_---__ ---- --_— -- o — I — \ _% _ ___ ____ _—\_ _ __ _ —132.i \o� / \ I 40— — — M — �36 — �W I W / I x /' \ I M x \\1111111111 I I I 1� I � l ICI I II IIIII I �- I 11 111 111 I I I Imo\ I I IIII of TEMPORARY GRAVEL CHECK DAM SEE SHEET EC1.6 FOR DETAILS I - --Iffm_ m --J r \ --------------- -----_ \\ ----_ __------ -- --X--- ---- — X X X X _x -- X— X— X_---X_ --- --- X— DD_ LOD LOD LOD LOD-----®------------ ® --- /-------- ---- —— — — — — — — — — — — — — — — — — — — — — — — — — -- --�\------__—_----- LOD LOD �� 46+00 �� 47 00 / a \33 — 4$+00 _ — — �� LOD --49=0Q — �� LOD / �� 50 00 �ti �� — LOD�51+00 LOD — — — — —L0D y52+00 L0D \ — — -COD 3+00 LOD ® —4� C \ =130= _ — — — _ - \ 54+0 4+16 5 / i130- u _ u uFM uFM II — — - LIMITS OF DISTURBANCE (TYP.) TEMPORARY SEDIMENT FENCE. SEE SHEET EC1.6 FOR DETAILS. 160 GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. 00�Iluw U)zz N =Q ��w0 _U. 00=zUw o Cn W Li:Q •• i'�i �o . Cn C • • z' • d w uu LL _ct; Jco = Q :65 a N N z: J _ Lu U - W w W _ I •, ' �• Lu IL '''''''///11111111111II````````• w F- Q 0 r m z O w Of O z 0� 00 U� Z O � O Q O � � U �0 O O r • a a) o j N cUn O O 3 3 O U z O z LiJ x LiJ cif LiJ Z O LiJ "' Q J CL Q J z LLJ z Q F- Z Jw z O 2 LL J Q U O Q Cr) O V z W z O F_ 0f LLJ Co J JOB NO: J-28799.0002 DATE: 3/30/2022 DRAWN: RWB DESIGNED: RWB REVIEWED: PLB APPROVED: JMB SCALE: AS NOTED EC1.4 1