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Home My WebLink AboutNCC232742_Site Plan or Location Map_20230912 LEGEND: �� ■Lslte 2 ML,NCGS-NORTH CAROLINA GEODETIC MONUMENT GROUND STABILIZATION CHART �\\ C' Ec IZ�ECM-EXISTING CONCRETE MONUMENT NOTIFICATION OF COMBINED SELF-MONITORING AND �J solutions 't EIR SITE AREA STABILIZATION STABILIZATION TIME SELF-INSPECTION FORM: �� 0 EIR-EXISTING IRON ROD y E5KDESCRIPTION TIME FRAME FRAME EXCEPTIONS 4 O EPK-EXISTING PK NAIL THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN civil engineering l land surveying v� 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR s660 SRB-SET REBAR PERIMETER DIKES, go w lrn2 CONTROL POINT LIST 409 Chicago su .sayettevme NC 28306 LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH 1910.49Fma rc 6 ' I910-026-61)! r rr+aemorIC.W64 ANDLSL,DIHCES 7 DAYS NONE Afce o M,OWAY ROAD 0 COMPUTED POINT AND SLOPES PHASE OF EROSIO AND THESEDIMENTATION PROJECT TO MCONTROL SURE PLANTHAT IS BEING PROVED POINT# NORTHING EASING ELEVATION DESCRIPTION rr•rAD+kOwIWw•wm N/F-NOW OR FORMERLY FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE SITE y' -- R/W-RIGHT OF WAY HIGH QUALITY WATER(HOW) 7 DAYS NONE INSPECTIONS TOOK EFFECT OCTOBER 1.2010. 1 323,217.706 1,895,300.132 166.36 4D DISK PROPERTY LINE ZONES 3 323,402.842 1,895,943.050 164.47 4D DISK BEf7}/0 - - - TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS I¢N Ov1 -OLD PROPERTY UNE AND NPDES SELF-MONITORING REPORTS,DWQ AND DEMLR OR/� HeIF SLOPES ARE 2 323 OR DEVELOPED A COMBINED FORM.THE SELF-INSPECTION ,740.880 1,894.640.524 166.91 4D DISK 1 ROPO h/Cy*4r,pQ - - RIGHT- KF-WAE PROPERTY UNE SLOPES STEEPER 7 DAYS NOT STEEPER AYS ARE THAN ALLOWED PROGRAM OFOFN THE NPDES ES STOE WATEROCUS PERMIT F THE LESS IN LENGTH AND ARE PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING GRADING NOTES ^P��Y��•+"RQO�/ ' �p o / 6D STORM DRAINAGE SELF-INSPECTION REPORT IS THE INSTALLATION AND 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE ty� •fl�i - K e // OVERHEAD UTILITY SLOPES 3:1 OR 7-DAYS FOR SLOPES MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL BENCHMARK AND MUST BE VERIFIED BY THE GENERAL � SEA 2 PERMANENT EASEMENT FLATTER 14 DAYS GREATER THAN 50 FEET MEASURES ACCORDING TO THE APPROVED PLAN.THE CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED lk Op7q _ = IN LENGTH INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF GRADE OF THE CURB,UNLESS OTHERWISE NOTED. ....}W/_,�}+fu i j 166-MAJOR CONTOUR THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL NONE COVER IS ESTABLISHED.THE FORM CAN BE ACCESSED AT: HAVE A CROSS SLOPE NO STEEPER THAN 2%AND GINS•••••• O cT _ STEEPER THAN 5%. 0 'SPOT ELEVATION MINOR CONTOUR AWITH SOTLOES FER LATTER 14 DAYS PAS ERIMETERS AND HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION L3. THHEGITUDINAL SLOPE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL %// %�O I�i1118� �� • THAN 4:1 IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH NORTH BENCHMARK HOW ZONES) PLEASE CONTACT THE FA ETTEVILLE REGIONAL OFFICE AT(910) THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. ()'7 J /n 23 ®SIGN 433-3300. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION V � O LIGHT POLE CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE\ VICINITY MAP UTILITY POLE N/F ON NEIGHBORING ROADS. C GUY WIRE BASE IS TO ALBERT LINDSAY STONE&WIFE, 4 SHIALLNG BEGROUND CLEARED OF WEEDS,DUPON WHICHIEBRIS,OR TOPSOIL,AND BEA LL PLACED REVISIONS NOT TO SCALE 1 I I (ASPHALT MAVIS LANE STONE OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED TRACT 1 OF DB 15C,PG 278 UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN COMPLETED "\ 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTY,THE • • PUBLIC AND UTILITIES DURING GRADING OPERATIONS.THE �\ ( 05 ^•., CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND / ^ \ UTILITY PIPES,CONDUITS,OR STRUCTURES,WHETHER SHOWN OR -�`' NOT ON THE PLAN • �t \ / T 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ___ • THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND ‘`...:3., / i\ '. BELOW GROUND,SHOWN OR NOT SHOWN ON THESEPLANS.Y / •' THEY WILL BE HELD RESPONSIBLEFOR ALL DAMAGE TO AN - "�• UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. \ i 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH _ • DURING AND AFTER GRADING BY THE CONTRACTOR TO ++�• DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST.IF IT IS N • -•+ - •\1 DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE OTA ^ -• �. • ENGINEER OF RECORD SHOULD BE NOTIFIED. 6''-- ` ` 1a N79'01'26 .1+.T�_;! , 8 STGROCKPILEDED WITHR 3A1 SLOPESS THAT �AND LL YOKED 10'IN SURROUNDED HEIGHTBY SHOULD BE Ge-•'y INV\ !•I PROPOSED 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL \ C.,c27 O 163.30 • / •\• PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN J SEPTIC FIELD R NO GRADING&LIMITED PROGRESS. N- `\ \ • r 5F / ,66.]5 • 10.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL `•\ • •, • CONSTRUCTION Y REMAIN IN A CONDITION SUCH THAT THEY CAN TRANSPORT THE sd 4'Cq♦ SF+ I TRAFFIC . �� i6T 'I ,\,: -®IY NATURAL DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM ems\ /� . ;•, ?� ,n -SS \ WATER ARE CONSTRUCTED THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL • NV\ ' �^ S5 166 DRAINAGE PATTERNS. `,\ 163\0 ••--�• no.,- J 1 - - __ / 16675 11.ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD \ tl Opl� I 16729 BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO -001 \ v� \ •• TW/EP' - \ \• IMPLEMENTATION OF THE CHANGE N 323,498.53] �00 / / +6T _ 12.ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE ``\ NC 1894953.281 13fi u 6c J' SHALL BE LINED WITH NORTH AMERICAN GREEN S75 • C GRID NAD 83 ER \�\ J \ I �\\it / f '/' TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE. PROJECT NAME K\ (20tt) \ � PROPOSED 16].43 r j \ LIMITS OF 50 /i CONSTRUCTION �\�\ SEPTIC FIELD � / 1 165.87 .'n,. '\ �' (2.3 AC) \ NO GRADING&LIMITED 166 79 \�� \ CONSTRUCTION TW EP N/F YT /sP\\\ �\/\ 1 TRAFFIC PROPOSED /e ,` 1 1 t " ALBERT LINDSAY STONE Au WIFE, MAX TON ON 8;1 . BUILDING rnMAYS LANE STONE\/ \\ `�\ \ `?O \ STOCKPILE AREA/ \ / 12,480 SF ■ , TR5C, , OF /`\ \o&/eq BORROW AREA FFE 167.50' - .'N DB 15C,PG 278 MIDWAY ROAD Milk p / � s111,•7. 166.79 NN 6. NS\� „6 3 67.56 I DOLLAR Know what's below. �/ ‘,\ ti ` 67.50 "' 67.50\ Call before you dig. �`�ess� s�� \'6-::'/I1TilIT 6750 6735 _� it GENERAL ��\ 228 \\ �edy:. )\ MPORARY 16731 , 61 6.67 I ./ `.\ 66 f\`\ \\�S\ TYP FENCE ' TW ' �16 ]P • 2 )\ :I ) 1 1669166.67/ `�\ `70` 3 1.]. , EP I ,66.91 EP ,tx165-38 �/ `\ \ ' ifi6.6] 16T7W17 TW L1CONSTRUCTION SEQUENCE \ / ,•TW,7 I lT / 1• 11. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND ``\ `� �) / ' EPI / 166.53 ,• ;1 1 ,65.8] .sHOLD PRE CONSTRUCTION CONFERENCE. ` i� .9(� I iC.1.T ,66.53P ( .;a•\ GRADING AND 2. INSTALL STONE CONSTRUCTION ENTRANCE AND TEMPORARY \` ` \+'lT)� _/ „1 166.02 \J6613SILT FENCE WHERE SPECIFIED. \ `\� / 166.43 _ _��3. CLEAR AND GRUB THE SITE AS NEEDED. N .�.. / - _4. ROUGH GRADE HE SITE AND APPLY TEMPORARY SEEDING `• / +b� ---� EROSION TO AREAS TO REMAIN GRASSED. \ 6s I �y5. IN54AJ_E TEMPORARY CHECK DAM AS SHOWN. \ \ \�\\/ \ / 16593 186 - 8165_9� C -".6. INSTALL UTILITIES s -2 Vag __ PLAN 7. PERFORM FINE GRADING. "\ K 66.64. T\ \ I / J6579 �+ L_ , _-� MIDWAYROAD) CONTROL8. INSTALL AND PREPARE BASE COURSE. 166.0] 165.94 +4 - SR�13� LIC R�W9. PAVE ROADWAYS AND PARKING LOTS. ♦ \ > -SF SF 1 NI --�- /�• 6 60(PU10.FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED \ I ----- SF \165]0 1� w AREAS `\ \ \� \ ®®�SF _-- ?re o�•S- 11.UPON SITE STABILIZATION,SEEK NCDEQ APPROVAL TO 165.79 • -SF c� REMOVE ALL TEMPORARY MEASURES. \ ' N 4 m �- SF ------ --- /ss -J'-o m / 12.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED \ \ \40"07•• 1.59'� - --- ---- _- r r. 'i AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND \ W 27J.4)' -' _ 1'0126"E 271.811 ._y� O K / CLIENT ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. 22 TOTq( -50l-NB -^• 13.TERMINATION OF COVERAGE UNDER THE NPDES GENERAL \ \ PP•�65� �l o -� • u _- STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST s` \ 164.44 `••/, tI�OOI nL TEMPORARY -_�� II -�-- BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF c \307__11.r't ___ - -t66 __-- CONSTRUCTION - a I TERMINATION(NOT). THE NOT IS \ ` 228 - NAG S75 EC MATTING �6 Sa1'0126 W 205'39 ---- /__- RHETSON �T AVAILABLEAT:HTTPS//EDOCS DEQ NC GOV/FORMS/NCG01-TERMINATION. K 00 .6� 8 OR EQUAL U --.. TRANC =_ - PLEASE NOTE THAT THE MUST BE UPLOADED AS PART EOFF COMPLET OUT ING THETION E NOTICE PORT \� NCGS 32330 a22 o N m1RECM J COMPANIES, INC. OF TERMINATION PROCESS. •" -- E1895260.104 _-- -- / --- N323,295.408 NC GRID NAD 83 1� 9^ - - �- -// E 1,895,60815t \. (2011) • \ $1PC` -- -�- // NC GRID NAD 83 EROSION CONTROL NOTES ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, N • ` �� / _ - 6 ..--..'"./...// // - -�- WIND AND RUNNING WATER WITHIN 14 DAYS.USE SEEDING AND ,,fi5 -- _-//-- 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MULCHING,EROSION CONTROL MATTING,AND/OR SODDING AND so � _ -//- MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE /I/2"� q-L ..----'-.7---,�//- 2075JuniperLakeRoad SEDIMENT WILL BE REMOVED FROM INLET PROTECTION DEVICES MEASURES.USE EARLY APPLICATION OF GRAVEL BASE ON AREAS EIR -- West End,North Carolina 27376 WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% TO BE PAVED. Phone:(910)944-0881 FILLED.GRAVEL WILL BE CLEANED OR REPLACED WHEN THE 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES IN/6v SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL AFTER THE PROTECTED AREA HAS UNDERGONE FINAL // 163.2. BECOMES ABOUTO M 0.5'EDEEP AT HEHIND THE DIFENCE.MENT F ENC THEE SEDIMENT FENCE ESTWHEN IT ABLISHED,ITBILIZATION N IS D RECOMMENDEDE GETATION THAT NCDEQSAPPROVE THE -/BEEN Vo', /�// ``\BE REMVED 5\TE SOCOT O WILL BE REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER. ACTION PRIOR TO REMOVAL. 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT 10.THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED -//- `'\ N PROJECT INFORMATION FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION ACTIVITY. -// to m DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY 11.THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE 664,-2-// EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES. r. EARLIEST POSSIBLE POINT DURING CONSTRUCTION. 12.THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS • `\ m DESIGNED BY: SCOTT 3. TEMPORARY&PERMANENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PER THE DETAILS HEREIN,OR SHALL BE AND PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. TBM 4D DISK#1 ``\ DRAWN BR: SCOTT CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA 13.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE N 323,217.706 EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. il 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY • RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE E 1,895,300.132 ELEV 166.36 s\ CHECKED BY: CHRIS A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY LAND EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY NC GRID NAD 83 (20€' PROJECT NUMBER: 1793 DISTURBING ACTIVITIES.9SEDIME-3300 TO MAINTAIN ALL PRACTICES AS DESIGNED. AVE 6 `�� Pc 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE 14.PURSUANT TO G.S.113A-57(2) THE ANGLE FOR GRADED SLOPES NAVD 88 g DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN w REMOVAL SHALL BE A DAILY BASIS WHEN TRACKING OCCURS. BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE -- _ 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY(50)FEET FROM EROSION CONTROL DEVICES OR STRUCTURES.IN ANY EVENT, - £ ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL.IF SLOPES LEFT EXPOSED WILL,WITHIN 7 OR 14 CALENDAR DAYS OF _ - - 11 DRAWING SCALE ECM REMAINING FOR MORE THAN SEVEN DAYS,STABILIZE THE COMPLETION OF ANY PHASE OF GRADING,BE PLANTED OR "- - STOCKPILES BY VEGETATIVE COVER,TARPS,OR OTHER MEANS. OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND - ----- ., -- HORIZONTAL:1"=30' CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT COVER,DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN _ BARRIERS AROUND THE PILES.TEMPORARY STOCKPILES LOCATED EROSION.PURSUANT TO G.S.113A-57(3),PROVISIONS FOR ON PAVED SURFACES MUST BE NO LESS THAN FIVE FEET FROM PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION - THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 DATE RELEASED MORE THAN 24 HOURS. WORKING DAYS OR 90 CALENDAR DAYS(WHICHEVER IS SHORTER) GRAPHIC SCALE ^T n 8 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT. CALL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS 15.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION r2o BEEN STABILIZED.INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES JULY 14,2023 CONTROL DEVICES ON A DAILY BASIS AND REPLACE REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF DETERIORATED,DAMAGED,OR ROTTED EROSION CONTROL DEVICES CONSTRUCTION. 9 = inil 11 IMMEDIATELY. 16.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS NECESSARY,AND MULCHED ACCORDING TO THE DETAILS HEREIN. SHEET NUMBER WHICH HAVE BEEN FINISH GRADED,AND ALL DENUDED AREAS IN 17.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ( IN FEET) P. WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARISE ON SITE IS JOHN PARKER.CONTACT 910-944-0881. 1 inch= 30 ft. s C-3.0 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