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Home My WebLink AboutNCC233270_Site Plan or Location Map_20231101 EROSION CONTROL NOTES CHANNEL.IF REMAINING FOR MORE THAN SEVEN DAYS, ACTIVITIES. NOTIFICATION OF COMBINED SELF-MONITORING AND GRADING NOTES 6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH `�4Dsite STABILIZE THE STOCKPILES BY VEGETATIVE COVER,TARPS, 12.THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE SELF-INSPECTION FORM: DURING AND AFTER GRADING BY THE CONTRACTOR TO �\ SR dej 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR OR OTHER MEANS.CONTROL EROSION FROM ALL ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST.IF IT `\ �\\�Solution s a 7 S MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. PERFORMING WORK ON THIS PROJECT. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN BENCHMARK AND MUST BE VERIFIED BY THE GENERAL IS DETERMINED THAT THERE IS A SLOPE STABILITY \/ solutions ` H9 S,REE SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES 13.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. Civil engineering land sM SITEF O10 5 AND INLET PROTECTION DEVICES WHEN THE STORAGE MUST BE NO LESS THAN FIVE FEET FROM THE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH GRADE OF TE CURB,UNLESS OT ERW SE NOTED. 7. STOCKPILE AREAS THAT WILL EXCEED 10'IN HEIGHT111 9 91 nreyn9 �O A CAPACITY HAS BEEN APPROXIMATELY 50%FILLED.GRAVEL DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED ass mirep,wne wne vz.fyevevme,He zeros R WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL MORE THAN 24 HOURS. ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE EROSION AND SEDIMENTATION CONTROL PLAN IS BEING LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE BY SILT FENCE. °Ifiw 1910s2F671T NIWO.4M-61n Itrsa,SWS IG9W ePy O�� NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT IMMEDIATELY CO MAINTAIN ALL PRACTICES AS DESIGNED. FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE WITH THE APPROVED EROSION AND SEDIMENTATION 8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL rmWAUWwIWm.wm F.O� REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING 14.PURSUANT CO G.S.113A-57(2),THE ANGLE FOR GRADED INSPECTIONS TOOK EFFECT OCTOBER 1,2010. CONTROL PLAN.THE CONTRACTOR SHALL INSPECT AND PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS '�P P BECOMES ABOUT 0.5'DEEP AT THE FENCE.THE SEDIMENT DRAINAGE AREA HAS BEEN STABILIZED.INSPECT SLOPES AND FILLS SHALL BE NO GREATER THAN THE MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY IN PROGRESS. .S`O 00? FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. 9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE 3' PROPER BARRIER. A DAILY BASS AND REPLACE DETERIORATED,DAMAGED,OR OTHER ADEQUATE EROSION CONTROL DEVICES OR AND NPDES SELF-MONITORING REPORTS,DWQ AND DEMLR 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN R V' ROTTED EROSION CONTROL DEVICES IMMEDIATELY. STRUCTURES.IN ANY EVENT,SLOPES LEFT EXPOSED WILL, DEVELOPED A COMBINED FORM.THE SELF-INSPECTION PLACED SHALL BE CLEARED OF WEEDS,DEBRIS,TOPSOIL, TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO y� O p 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL HANDLE THE STORM WATER ARE CONSTRUCTED.THE PERMANENT FACILITIES INTENDED CO CONTROL EROSION OF 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING \\\IIIIIII/// �0�� 10 �'� AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED D ALL DENUDED AREAS IN WHICH FINISHAREAS WHICH HAVE BEEN GRADED, ORSDSITENBUILDINO WITHPHASE OF TEMPORARYN OR BPERMAN N PLANTED T GROUNDR OTHERWISE COVERPRDEVICESOVIDED PROGRAM OF UCOONTHE ACTIVIDES TES.STHE FOCUSR OFPERHIE FOR GASE P BEENDCOMPILETEDL PARATION OF THE EXISTING GROUND DUE CONPTO COBSTRUCTNG NATURATOR SHALL BE L DIRAINABLE GE PATTERNS. R ANY GE ��(sAOj fn BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE 10.ANY DEVIATION FROM THE APPROVED GRADING PLAN �2p�••FESS/�•••� a OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. SELF-INSPECTIONAIANCE REPORT IS THE INSTALLATION AND (�_ �` CONSTRUCTION. AGAINST EROSION DUE TO RAIN,WIND AND RUNNING WATER PURSUANT TO G.S.113A-57(3),PROVISIONS FOR MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL CONTRACTOR AND THE OWNER TO PROTECT ADJACENT SHOULD IMPLEMENTATION REPORTED TOT THE ENGINEER OF RECORD PRIOR 4rfl s WITHIN 14 DAYS.USE SEEDING AND MULCHING,EROSION PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION MEASURES ACCORDING TO THE APPROVED PLAN.THE PROPERTY,THE PUBLIC AND UTILITIES DURING GRADING TO OF THE CHANGE. g •4 r\ 1 g 3. TEMPORARY&PERMANENT EROSION CONTROL MEASURES $EA '2 SHALL BE CONSTRUCTED PER THE DETAILS HEREIN,OR CONTROL MATTING,AND/OR SODDING AND STAKING IN MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF OPERATIONS.THE CONTRACTOR ASSUMES ALL LIABILITY FOR 11.ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR 02 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH GREEN SPACE AREAS AND OTHERWISE APPROPRIATE 90 CALENDAR DAYS FOLLOWING COMPLETION OF THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND THE UNDERGROUND UTILITY PIPES,CONDUITS,OR MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 '�1�/1 fj��, O PEERS ANOR CAROLINA AND SEDIMENT CONTROL PLANNING AND MEASURES. TO BEUSE PAVED.EARLY APPLICATION OF GRAVEL BASE ON CONSTRUCTIO15.CONTRACTOR IS RESPONSIBLE OR SNT. COVER IS ESTABLISHED.THE FORM CAN BE FOR INSTALLING ALL EROSION HTTTP://PORTAL.NCDENR.ORG/W B/LR/EROSIONACCESSED AT: S5. IT SHALLTHEWHETHER CONTRACTOR'S RESPONSIBILITY SHOWN R NOT ON THE RE PONSIBILITY TO VERIFY SUBS TEMPORARY TITUTE,EROSION CONTROL BLANKET OR EQUAL ' NV,A N g OAO 4 OFFICETHE CONTRACTORA MINIMUM OFMUST 48 HOURS RIORAPPROPRIATE NCDEQ NING ANY 9. DEDE NOT VICES AFTER REMOVE THE PROTTECTED AND AREASD HASNT UNDECONTROL RGONE MEASURES MEASURES REQURED TO CONTROL ANY THE SEDIMENT DURINGIF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM. AND BTHE OELOWOGROUND,SHOWN OR N OF ALL UTLITIES OR STRUCTURES TSHOWN RON THESE YYY"' �"`C��OVVV 7��_ FB7�1�` _ LAND DISTURBING ACTIVITIES.910-433-3300 FINAL STABILIZATION AND PERMANENT VEGETATION HAS THE COURSE OF CONSTRUCTION. PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT(910) PLANS.THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE //llllllll\\�;` GROUND STABILIZATION CHART NORTH 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR BEEN ESTABLISHED,IT IS RECOMMENDED THAT NCDEQ 16.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS 433-3300. TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS U'7 U�/-Z3 OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE APPROVE THE ACTION PRIOR TO REMOVAL. NECESSARY,AND MULCHED ACCORDING TO THE DETAILS OPERATION. SITE AREA STABILIZATION STABILIZATION TIME V PAVEMENT AREAS.REMOVAL SHALL BE ON A DAILY BASS 10.THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED HEREIN. DESCRIPTION TIME FRAME FRAME EXCEPTIONS VICINITY MAP WHEN RACKING OCCURS CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT PERIMETER DIKES, 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY(50)FEET ACTIVITY. ARISE ON SITE IS WAYNE YOUNTS.CONTACT SWALES,DITHCES 7 DAYS NONE FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE 11.THE INSTALLATION OF EROSION CONTROL MEASURES SHALL 910-977-1804. _ _ AND SLOPES REVISIONS NOT TO SCALE TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION (HOW)ZONES 7 DAYS NONE HIGH QUALITY WATER _ _ \\\\ IF SLOPES ARE 10'OR _ SLOPES STEEPER LESS IN LENGTH AND ARE I Y__ PB 97,PG 33 __ _ THAN 3:1 7 DAYS NOT STEEPER THAN 2,1, CONSTRUCTION SEQUENCE \\\ ' _ 14 DAYS ARE ALLOWED I �\ N/F \ SLOPES 3:1 OR 7-DAYS FOR SLOPES JOHN&JERRIE STARLING FLATTER 14 DAYS GREATER THAN 50 FEET 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND II PIT \`\ ' m, \ DB 2461,PG 453 \\ IN LENGTH HOLD PRE CONSTRUCTION CONFERENCE. Oar'AC \ 3 i \\ v NONE 2. INSTALL STONE CONSTRUCTION ENTRANCES,TEMPORARY \ / 0489702949000 eP SILT FENCE,AND TEMPORARY DIVERSION BERMS WHERE __ \ " ALL OTHER AREAS SPECIFIED. \\\ \a.i PB 69,PG 3 \\,/ ,, \ WITH SLOPES FLATTER 14 DAYS PERIMETERS AND 3. CONSTRUCT TEMPORARY SEDIMENT BASIN. \\\\ \ _ /° \\\ THAN 4.1 HOW ZONES) 4. CLEAR AND GRUB THE SITE AS NEEDED. \\\\ PB 69,PG 3 / _ y_ __--- 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING ,_--� yam' /� \\\ _ _ TO AREAS REMAIN GRASSED. \\\ \\� f\ 5 \ / / \ 6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. \ \ / / \ \ -" 7. INSTALL UTILITIES. PB 121,PG 78 _/ \ \ 8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER PB 69,PG 3 '_- INLETS. \\\ / P BC y' / / \ off'9. PERFORM FINE GRADING. \ • 10.INSTALL AND PREPARE BASE COURSE. \ AXLE(BENT) N/F 11.PAVE ROADWAYS. _{�\Wu5n / \^\ ELLEN HOPE STARLING 12.FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED 1 \'\ '� \ JOHN GARRISON MELTON AREAS. c _\'� -_� DB 10776,PG 588 13.UPON SITE STABILIZATION SEEK NCDEQ APPROVAL TO - \^\ \\ / �- �Ol�,�' 048971.4110000 0 REMOVE ALL TEMPORARY MEASURES _- \ I 7 1 \\\\\ ��pg .Raf. {°/ a - \ EIR 14.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED _ \\\ j �\ \ \-_�� \\ Vp+'SES ✓- J L.�, O.O..S'ec AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND . \ \\ `=6/ \\ PB 69,PG 3 \ J`1YY'pR\�P 6� ° \\ \\\ �� ` . ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. \ \\ \\ �(PV G PG \ / L N/F 15.TERMINATION OF COVERAGE UNDER THE NPDES GENERAL "JACOB&NATHAN WILLIAMS" \\ R.GN,Pspe 6/ (\° Na \ \wf.ff��STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST PB 69,PG 3 \ �60 I` zn U'T r LY- BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF .Y \ \ S TERMINATION(NOT). THE NOT IS AVAILABLE AT: v \ \\ 0488795783000 \\ N/F / PROJECT NAME \\ JOHN&LINDA MASON ^ L u ""� "JACOB&NATHAN WILLIAMS" I e \ d / ^4_ 0488795783000 \ ens HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION. \ \ / Y o / �� PLEASE NOTE THAT THE CLOSE OUT INSPECTOR REPORT \ \ PB 69.PG 3 ` MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE \ \ OF TERMINATION PROCESS. \ N_ \ - s JOHN&LINDA MASSON a -� R M � 1 ,6 ROYAL FA / -� \ o� • �� 0 El - ,o, a \ 9\9\� ° ° 9 \\2; PHASE 2 y. .e \ a • '561 mp\P / / - ta"I 'j48 !�O p��+' 4 n •`•�Fa' oh,Tv•..C� (` -,1 :ESTATE OF DELLA ESTLEAN BULLARD" Z am i�------------3--------------- ------::-:'''-----; i �• 1• \ T � o - 1 ,- q Oa /X P .,5 C 'SO„ 5L v PB 1 z5 PG 55 11 ; 4 c} :� / �o� �.... \ o�a 15C7 �'• 9�'^ �� 'r -- 0489610672000 - SOH I, \ \� ' '� `b• ` >, e " GEORGE EDMUND BULLARD JR. LEGEND: N/F 1 / 1qa ,1aa \ ° QP 0.0 • �„` +°_ °S ° 0 4 EIS WAYNE&CONSTRUCTIOR INCTY AXLE ....DLO ! > 00] \'\°o �' • `la "S.�o/s"��' �tSh,O� �a a KIN OO EIP EXISTING IRON PIPE 'O0, / 17 1 m {lo,.\ �" :(\•° ?��bt" O ',y , OO EIR-EXISTING IRON ROD DB 11234,PG 838 ,a f- DO _ yp�. EIS EIS-EXISTING IRON STAKE PB 147,PG 91 Q4 �14g OO'1 18 1 �. \ \•n�0 0 • 15° .0�I,°�b''�. ° a 9 b 0488894711000 LpC , o.,t, " c COMPUTED POINT I 00 - /�j0 19 VO p 9 �+ "\p °Z�7 Oz"'r-1�n N/F-NOW OR FORMERLY -- >- a 147 ,.lOi 1 1 �4� o •5 0�' o . R/W-RIGHT OF WAY OO,�0'1 po 20 I \ a 1- $ PROPERTY LINE /` \ \ ! �N°0 -�' )I S^„✓`1°'-:•''"s� .�:,� - - -ADJACENT PROPERTY UNE JOl ,\/ JJc 22 21 1 1 Y7j Gm5'�iN9\ o/ � ' VO r"tv �ri�'2 � GRADING AND RIGHT-OF-WAY \ .3O a f J+ P ^ o 5.,. _.----. SETBACK UNE 23 \\g 1 1 / p90 f0 / yf °G i ➢ �p1S w WATER LINE EROSION -// OVERHEAD UTILITY r II \� OOj \ `'s ''''.--.:1 so.; �J$ °� O• 3 � r>`s l _-._-._.._CREEK " \'�� \\ / \ - > S "j°r - - PERMANENT EASEMENT 1 nag -� L"" �' �O - V-)�Od'' CONTROL PLAN -210-MAJOR CONTOUR \ \\, `O�m\ 40C sr OCf -i_ L00��-_ -._. 151 -- 150 \, J Y"` L / 207 MINOR CONTOUR l� LOC . -LOC _ •ts0 RR•UTILITY POLE \ s w 1 1ae� LOC LOB-Lam-L�-- ��- 149 C �52 - D4 WATER VALVE A , / COO 1a7--1 a9 - ROAD A _ _ 2 15 CO 3 114._ 51 { FIRE HYDRANT \�BR 1ae 50'0/W PUBLIC STREET 1so niv _ - - 1 m 1;\�0�00 �, / \ L.' �a9 1as' e�•yTjT aQT- Joi1 -MINIMUM BUILDNG SETBACK UNE O. E� \( ---; 14aoe-j1\• O, O.'..•001��-- • \ 'n'9" CLIENT -ACCESS/MAINTENANCE EASEMENT `- a.z'Ec 14T - f ., \ C �`�D 51 'n - . _ _ - • • PROPOSED EASEMENT �- \-/ •' 5c i 1 1 1 \ Q,\ fly�C C • LOCLIMITS OF CONSTRUCTION 12 i - - , . \\ \ d_ -SF-SILT FENCE UNE N/F IJ', / m \ WAYNE T. YOUNTS -JN JUTE NETTING WAYNE T YOUNTS REALITY t, \a9`,- I� I uOJ \ 'S' -DIV DIVERSION BERM &CONSTRUCTION INC REALITY& °INLET PROTECTION DB 11234,PG 838 2 1 29 30 PB 147,PG 91 j--� - SKIMMER 0488898709000 26 1 0 N/F FN. ' 24 25 27 26 ''s.. CONSTRUCTION/� ..DONPBD127.ROYAL,�SR." \ // 11 \ �1V'2Elec INC 0489807075000 1\�� l / 5 \ jt� 2911 Breezewood Ave,Suite 200 1 - I Fayetteville,North Carolina 28303 JASON&JENNIFER HOUSE / ,So J / 5 I \ o 1.8 • \\ Phone:(910)977-1804 EIS FLUSH ES , "- Q NO ACCESS EASEMENT \U.I'BC PP - - - - - - 4- ---C� - __�"_T-"„_ ! -sue _,n ,5z s I t '- �, i5o= - -_ _t61 - - - - - - - �. _ _ :I t ��% _ PROJECT INFORMATION VA _ - - 152 - _ _ - __�• N/F _ -SR 1826(WADE STEDMAN ROAD) 1sz -- s,S9 IRON • IS,---- -2:1, "ESTATE OF DELLA ESTLEAN BULLARD" - - 60'R/W(PUBLIC&UTILITY ACCESS) • __ 301 - PB 125,PG 55 DESIGNED BY: BRETT �' GEORGE EDMUND BULLARD JR. __ 0489610872000 - - DRAWN BY: BRETT C. ......FLUSHNC OR/ON� O • • \H CHECKED BY: SCOTT Ba 00?-7X I \ \ PROJECT NUMBER: 1960 N. \ DRAWING SCALE o • 1141 8... � sNo\U0 HORIZONTAL:1"=100' I Qg // DATE RELEASED i / GRAPHIC SCALE ` `�Know what's below. JULva,2023 Call before you dig. ( IN FEET) SHEET NUMBER T 1 inch= 100 ft. 0 t THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED C-3.0 3