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Home My WebLink AboutNCC240066_Site Plan or Location Map_20240109 ! ai., pc. ,s,°,o°P \ iw �4L V1�e.„paDE oGROUND STABILIZATION CHART° / i� �'��°�F �9 �� \ c.,,,......__,,,, �:Jsolutions- LW001 OR 6 N4° (`\) 1 11 SITE AREA STABILIZATION STABIDZATION TIME Civil engineering I lend sunreying O� / \ �6, �`tPo / ( (-- DESCRIPTION TIME FRAME FRAME EXCEPTIONS a090 pe yevevme,NC 28306 �V1 1 \/ F m 3 I I lO-4W-Mev: O A ' Pov�4' I SWAILES,DITHCES 7 DAYS NONE I� ��I 8ew8.mYtawsuewCe SITE y m O DRIVER \ / N/FMILL VILLAGE,LLC L AND SLOPES - 0 DB 11136,PG 344 �-I ° I HIGH QUALITY ES WATER 7 DAYS NONE l I I _(„HOW)ZONES PB 748,PG 179 jYIF SLOPES ARE 10'OR 82/ I SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE tl,,,,f 8 • / / Z- '� , I 1 THAN 3:1 N14 OT STEEPER THAN 2:1,DAYS ARE ALLOWED �N•C',A•RO( / 7-DAYS FOR SLOPES pp ESS%�.,/2�� 1/2' 1 I SLOPES 3:1 OR 14 DAYS GREATER THAN 50 FEET �•`�F "Yy"9 ® _________ __________ ERB 4 I FLATTER IN LENGTH �`�4 <t __-__----__-_ _-__-__--^-___- _---7,II , A SEA F. oA. ---- -��co CO CO CO ALL OTHER AREAS ( II[[''�� S�P lao��100 vv ` ` -°. s j 23s I WITH SLOPES FLATTER 14 DAYS NO RS AND p1 _ (EXCEPT FOR �VF7�A M( d oI gt zz a THAN 4:1 PERIMETERS AND - tio\�O�\RO \ I A,,yILD, vA OUT iT1to i HQW ZONES) ��SCpiTEB� O o} /J Iry I CONSTRUCTION SEQUENCE 5a5�� N NORTH I ACCESS DRIVE -\ „` \ ' ç \ \ 89,361 SF(2.05 AC)(COMMON AREA); /z0 I I 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE CONSTRUCTION 'I"22-23 VICINITY MAP f 8 $ \ - / f 2 CONFERENCE.STONE CONSTRUCTION ENTRANCE AND TEMPORARY SILT FENCE WHERE o I SPECIFIED. NOT TO SCALE 1Ra \ / VA / 4. GRADE THE SITE AND CONTROL MATTING SEEDINGO TO AREAS TO REMAIN REVISIONS ` TERMINATE BACK OF CURB RMPORARY SILT 3 GRASSED. . INSTALL ET PROTECTION FENCE(TYP) I • I 5. INSTALL TEMPORARY EROSION N L MA IN ASSHOWN. I I OC\ LOU4 TO ALLOW DRAINAGE TO DIJ 124INLETS. /z. - L��- L..� LOC LO LO. LO • LOC I 6. INSTALL UTILITIES. - •- tree_ 122.24 Ez 7. PERFORM FINE GRADING 8 g SF - SF SF SF SF SF-SF ry ast soa73a .- N 451,45373a - E 2.009.569.2ta 8. INSTALL AND PREPARE BASE COURSE. 1E 6 V E 2,009,634.99t 12340 NC,RID rv9.63 I 9. PAVE ROADWAYS AND PARKING LOTS. rvC GRID rvAD e3 122 20 12255 , x2x 123.92 14011) I 10.FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED AREAS. ) a (2011) 122.34 LP (1 HP I 11.UPON SITE STABILIZATION,SEEK NCDEQ APPROVAL TO REMOVE ALL TEMPORARY • I 1 LI N12370 MEASURES. LEGEND: • +4 I x-. 1- \ J/ rC 123.10 12 ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS DOT DISK I I �"I'yyIl(�(' / I 116.91 WITHIN THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. ECu�, I ry 123'36 A rvv Iry 13 TERMINATION OF COVERAGE UNDER THE NPDES GENERAL STORMWATER PERMIT FOR 'ID ECM-EXISTING CONCRETE MONUMENT o I /I44 CONSTRUCTION ACTIVITIES MUST BE REQUESTED BY THE PERMITTEE HA A NOTICE OF EHLO EP-EXISTING IRON PIPE J y L�00t hi 12250 122.40 \ N ( 'I .123.00 /® INIP TERMINATION(NOT). THE NOT IS AVAILABLE AT O ENL-EXISTING NAIL o HP J - ° /( :HTTPS://EDOCS.DEQ.NC.GOV/FORMS/N0001-TERMINATION. PLEASE NOTE THAT THE ERXO EPK-EXISTING PK NAIL - TEMPORARY s / I CLOSE OUT INSPECTION REPORT MUST BE UPLOADED AS PART OF COMPLETING THE EN)EPM-EXISTING PUNCH MARK N\722 HI I -� 1.\ - / CO STRUCTON--� ^ z I NOTICE OF TERMINATION PROCESS. ERGO ERB-EXISTING REBAR I ENTRANCE 5R80 SRB-SET REBAR $ I 'I I\ I - `v I NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FORM: o COMPUTED POINT \ A 122..;2 122.46 12292 ) 123.33 193.41 12298� 1 N/F-NOW OR FORMERLY \_ 121.98 _t \72256 12284 / / 00 lIX3 l- 2\ THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT OHflI �� I PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH R/W-RIGHT OF WAY �,��J25° J2367[C. -` 1228i 1 PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION PROPERTY UNE x 'SPOT ELEVATION I 'Q • 123]]ry�12401 STOP 1 CONTROL PLAN IS BEING FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE -oaL- - -OLD PROPERTY LINE aeBENCHMARK t .11 INSPECTIONS TOOK EFFECT OCTOBER 1,2010. u Po1/ 122.27 122.45 123.42 \ 123.58 123.24 -ADJACENT PROPERTY LINE ®SIGN 4 C n 9'28 I TO SIMPLIFY DOCUMENTATION OF SELF INSPECTION REPORTS AND NPDES SELF MONITORING RIGHT-OF-WAY ®BOLLARD 123.42 I 1 \ �I REPORTS,DWQ AND DEMLR DEVELOPED A COMBINED FORM.THE SELF INSPECTION PROGRAM 1\ 1�I^/ J I 123.72 1 IS SEPARATE FROM THE WEEKLY SELF MONITORING PROGRAM OF THE NPDES STORMWATER -ss SANITARY SEWER UNE RR•UTILITY POLE ♦ INV 11 / • °CFI J I PERMIT FOR CONSTRUCTION ACTIVITIES.THE FOCUS OF THE SELF-INSPECTION REPORT IS THE STORM DRAINAGE C GUY WIRE -- - '4� I 115.61 123.36 123.51 •• /124J20 I INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES -w -WATER LINE W WATER VALVE Vd' .K Pot _ I `� 121.501 `2 \I. j/ I 4.4) tJ-3-41 -� ACCORDING TO THE APPROVED PLAN.THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH 0.l I� LP / �I PHASE OF THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. PROJECT NAME // OVERHEAD UTILITY FIRE HYDRANT S v ` Inv cu- 120.83 FLUME® It24.28\ I I THE FORM CAN BE ACCESSED AT: HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION PERMANENT EASEMENT ®CATCH BASIN \`y SD :,u SD -TEMPORARY EASEMENT ®DROP INLET TO DI LI�t 4.35 IF YOU HAVE q7, si. ° = I I VE QUESTIONS OR CANNOT ACCESS THE FORM,PLEASE CONTACT THE s=-SILT FENCE UNE SANITARY SEWER MANHOLE 724.2fi 'nI 124.50 1 4. I r124.50 124.G8 12372 FAYETTEVILLE REGIONAL OFFICE AT(910)433-3300. HOPE MILLS - -500 YEAR FLOOD ZONE *HARDWOOD TREE • 11, I • xl I '\■II V\ S .v 124 50 w r 100 YEAR FLOOD ZONE ".CONCRETE I F R E D D Y'S F. rx FLOODWAY LOC-UMITS OF CONS"UCTON 8 145 MAJOR CONTOUR I „ 4"DOWNSPOUT TO SF-SILT FENCE LINE HP TIE 37 -142-MINOR CONTOUR o w 1 °INLET PROTECTION / -_ SILT FENCE ALONG PROPERTY TIE WITH STORM(T ) /( UNE TO BE INSTALLED PRIOR TO \ I CONSTRUCTION&REMOVED AFTER ADJACENT CURB IS INSTALLED EROSION CONTROL NOTES 'g x��/ 0 v 124.68 HP W 1 1. ALL INLET OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND FAILURE EACH N/F ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM INLET PROTECTION DEVICES WHEN MILL VILLAGE,LLC 53 11 PROPOSED / �,s -- THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50%FILLED.GRAVEL WILL BE CLEANED DB 11136,PG 344 I 124.26 124.35 BUILDING I - , _ N I 1� 4 x OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL PB 148,PG 179 TEMPORARY INLET r. - t ° (90'z34') - B)'U I PROTECTION o S 124.50+/-3,060 SF I W(I I N/F BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5'DEEP AT IF `' U MILL VILLAGE,LLC • THE FENCE.THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A PROPER (TSP) / ;J2450 FFE: 124.50', BARRIER. i II QDB 11136,PG 344 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES INTENDED TO $ .� LP 22 00 124 /° I 124.35 / I I PB 148,PG 179 CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE 4 �\ ",1---'' r1 -1 / ` al • / I� ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. 120.63' Ir FLUME .q W II 6"HDPE FROM 88 3. TEMPORARY&PERMANENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PER THE $ TO DI q7 f t YI TO DIJ/12354 GRADING AND DETAILS HEREIN,OR SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINAI Po \� A. / I ®2%GRADE , EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF 48 HOURS N. 8 5. REMOVE APRIOR TO LL NG ANY LAND SOILSAND SEDIMEENTSTURBING RACKEDACTIM TIES.OR OTHERWISEI0-433-3300 DEPOSITED ONTO PUBLIC AND I, I I EROSION PRIVATE PAVEMENT AREAS.REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING ` I I I r OCCURS. 122.72 II 124.50-- -12' - CONTROL PLAN 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY 50 FEET FROM ANY PUBLIC OR PRIVATE S b E HP ROADWAY OR DRAINAGE CHANNEL IF REMAINING(FOR MORE THAN SEVEN DAYS,STABILIZE H 24"SPILL CURB O I - 124.50 124.0: 723.72 �co SHOWN THE STOCKPILES BY VEGETATIVE COVER,TARPS,OR OTHER MEANS.CONTROL EROSION FROM123.08 123.30 124.50 a 124.50 ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.TEMPORARY STOCKPILES SHADED J2335 `120.25 r. 124.35 LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE \\\ I ) tG kill f DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. i- r I __ - 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE \tCO p 123.01 J22S4 •72310 I _ CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.INSPECT TEMPORARY EROSION AND 8 \ OBflI 1 4.17 ,1 12416° INLE-J 5 \ F- SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED,DAMAGED.OR \ 3^t �/ 0 , CLIENT ROTTED EROSION CONTROL DEVICES IMMEDIATELY. ` / __J L rOv t2390 O 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN FINISH "5_s6 rvv 12t 00 O se se Sties GRADED,AND ALL DENUDED AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION p OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN,WIND AND _ 122'40 mt -, �/ RUNNING WATER WITHIN 14 DAYS.USE SEEDING AND MULCHING,EROSION CONTROL MATTING, L I o Li �`�8 ��s6 sllll 123.70 " - MOSELEY REAL AND/OR SODDING AND STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE $ �72232 12267 123.13 6a°123.48 LIMI I •'UCTIIN MEASURES USE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. �j 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE PROTECTEDA. , - _ �� 12L4 (0.95 AC) �� ESTATE ADVISORS AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN °0 '0 -� '- 123.35 / 4 ESTABLISHED IT IS RECOMMENDED THAT NCDEO APPROVE THE ACTION PRIOR TO REMOVAL. -52 , / n V 10.THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE INITIATION OF 122.55 we • LOADING 12338�a ^ryA O CONSTRUCTION ACTIVITY. »vo \ •7 12332 11.THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OVER ALL ,- / y OTHER CONSTRUCTION ACTIVITIES o a \�\\ \° �'\�\ / / II \`5 12.THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PERFORMANCE OF 8 '123.04,� ♦ . /// N ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. y 122.75• 12283 123.14 .,23x 00 13.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND / \ 31 3.19 123217 V 11DD Kenilworth AVQOUe-SU11Q 210 OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ENL . , _ v - -/ ]� _ " ♦ Charlotte,North Carolina 23204 ONCE EVERY WEEK.ANY NEEDED REPAIRS WALL BE MADE IMMEDIATELY TO MAINTAIN ALL _ -� .. tzz". ��S�O��w�L - 122 q2L / Phone:(704)927-9224 PRACTICES AS DESIGNED. EXCAVATED INLET /2' -.vas. - _ �';-f 14.PURSUANT TO G.S.113A-57(2),THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO �s 1Y CPR INv PROTECTION�,� ERB 'moo. �i�r,�, _ r{-- .11�'NV 121 a^ _ // / // // // / ,� r-'vim GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER 117.29 I - _ INV 121.00 11 ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES.IN ANY EVENT,SLOPES LEFT 25 0 Or "7" ' "• "NO ACCESS" J tzz -/7- w. 1E e No 2. G EXPOSED WILL,WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF "NO ACCESS" -- '/w 1D ('� tpa 1L-- �L=i,--- -_-LL_-1 --�L- 0? - OD- Ol OOl-OOl-18.00 LF®244%10' HDPE GRADING,BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND - L--I. -- --- O u COVER,DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.PURSUANT TO G.S. 9 1 Ixb n. mil` 3 2• t 2- FILL SLOPES TO 129 I'� 1123']1 PROJECT INFORMATION • 113A-57(3),PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION v �/s y1....stir 'P°tr t RB QERB BE MATTED WITH / F_ MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR 90 sot.' -� g NAG 75 SPL.PTN.B $ \ CALENDAR DAYS(WHICHEVER IS SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION _ _ - / - - M rp0 ` - DESIGNED BY: BRETT DEVELOPMENT. L I 15.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES SHOWN - _r rPo c p6a3 $ ( DRAWN BY: BRETT ^' Tc 2.ae �.6�vn6�'. AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE wl6 w16 m10 .6 .9 w16 vn�`" wl6 vn6 w16�w,6 wl6 ffffffffffffffffffffffffff�wl6-w16-w'6-w16-w16 wls me v.,m 6 Nv N 116.71 W16 0, OF CONSTRUCTION. Sr -.\.,v-NV 0,116.5,-. _.- .-6 CHECKED BY: SCOTT 16.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND MULCHED 6. ACCORDING TO THE DETAILS HEREIN. -. _,______ - PROJECT NUMBER: 1957 17.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS BRAD HOPE MILLS ROAD(NC 59) TAYLOR.CONTACT 704-927-9224. GRADING NOTES PUBLIC R/W VARIES _ P 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE A'CGR10 eO - 2 FINISHEDLLDEWA KSEAONDT EDES RIIAN WALKINGGTSURFACESOSTHALL HAVE A CROSS SLOPE NO STEEPER THAN 2%AND LONGITUDINAL SLOPE NO STEEPER THAN 5% �1J DRAWING SCALE 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND '' CONTROL PLAN.THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON m HORIZONTAL:1"=20' O i NEIGHBORING ROADS.EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE CLEARED OF WEEDS,DEBRIS,TOPSOIL,AND ALL OTHER DELETERIOUS MATERIALS: NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN COMPLETED 3-('3-('O 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTY,THE PUBLIC AND UTILITIES DURING GRADINSNO\ OPERATIONS.THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND UTILITY PIPES,CONDUITS,OR STRUCTURES,WHETHER SHOWN OR NOT ON THE PLAN RM: 1SEDIMENTATION DATE RELEASED p. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND,SHOWN OR NOT SHOWN 4D DISK#1 N ON THESE PLANS.THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. 451,613.740 GRAPHIC SCALE LL 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY PROBLEMS E 2,009,936.700 NOVEMBER 22,2023 EXIST.IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. ELEV 123.54 Know what's below. 8. STOCKPILE AREAS THAT WILL EXCEED 10'IN HEIGHT SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE. NC GRID NAD 83 - L, 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. (2011) MI II Call before you dig. 10.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES NAVD 88 11 TO HANDLE THE STORM WATER ARE CONSTRUCTED.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE SHEET NUMBER i; PATTERNS. ( IN FEET) 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE. 1 inch= 20 ft. 12.ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE LINED WITH NORTH AMERICAN GREEN 575 TEMPORARY EROSION CONTROL BLANKET OR g EQUAL SUBSTITUTE. l 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 3.O x