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EROSION CONTROL NOTES OR OTHER MEANS.CONTROL EROSION FROM ALL RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FORM: GROUND STABILIZATION CHART STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE 1. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT SITE AREA STABILIZATION STABILIZATION TIME US HIGHWAY 140 (WILMINGTON Nal FENCE WHEN IT BECOMES ABOUT U.S'DEEP AT THE FENCE. MUST BE NO LESS THAN FIVE FEET FROM THE 13.PURSUANT TO G.S.113A-57(2),THE ANGLE FOR GRADED PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH DESCRIPTION TIME FRAME FRAME EXCEPTIONS THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT SLOPES AND FILLS SHALL BE NO GREATER THAN THE PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION PERIMETER DIKES, III M E S MAINTAIN A PROPER BARRIER. MORE THAN 24 HOURS. ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR CONTROL PLAN IS BEING FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE SWATHES, DITHCES 7 DAYS NONE yp xozsTxx xoan 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT OTHER ADEQUATE EROSION CONTROL DEVICES OR INSPECTIONS TOOK EFFECT OCTOBEY 1,2010. AND SLOPES " ssnvaes N PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING STRUCTURES.IN ANY EVENT,SLOPES LEFT EXPOSED WILL. HIGH QUALITY WATER AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED DRAINAGE AREA HAS BEEN STABILIZED.INSPECT WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANYBE DED TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES SELF-MONITORINGR H 7 DAYS NONE Tic AND ORF AT THE VEARLIEST EARTH DPOSSIBLE POINT ISTURBANCE EDURING S TAKE PLACE TEMPORARY DAILY BASIS ANDSN REPLACE AND DETERIORATED,ETERIORATED,IMENT LDA AGED,ON DEVICES PHASE WITHS TEMPORARY ORB PERMANENT GROUNDE PLANTED OR COVERRWISE,DEVICES IS SEPARATE PORTS, FROM THE AND D LWEEKLR VY SELFDMONI�ORING PROGRAM NED FORM. HOFE STHE NPDESC STOORMWATERN M I (QW) ZONES IF SLOPES ARE 10'OR 5624 Toby Place Road,Stedman,NC 28391 <S I T E 4¢ CONSTRUCTION. ROTTED EROSION CONTROL DEVICES IMMEDIATELY. OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMIT FOR CONSTRUCTION ACTIVITIES.THE FOCUS OF THE SELF-INSPECTION REPORT IS THE SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE Office 1910-229-1814/License Number I P-2756 O44' 3. TEMPORARY 8(PERMANENT EROSION CONTROL MEASURES 8. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL PURSUANT TO G.S.113A-57(3),PROVISIONS FOR INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES \ I THAN Ti1 NOT STEEPER THAN 2:1, ♦ I t''' SHALL BE CONSTRUCTED PER THE DETAILS HEREIN,OR DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION ACCORDING TO THE APPROVED PLAN.THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH 19 DAYS ARE ALLOWED a. ♦ oga a4 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH FINAL STABILIZATION AND PERMANENT VEGETATION HAS MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN PHASE OF THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. \ 7-DAYS FOR SLOPES CLIENT CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND BEEN ESTABLISHED,IT IS RECOMMENDED THAT NCDEQ 90 CALENDAR DAYS FOLLOWING COMPLETION OF THE FORM CAN BE ACCESSED AT: I SLOPES 3:1 OR 14 DAYS GREATER THAN 50 FEET DESIGN MANUAL APPROVE THE ACTION PRIOR TO REMOVAL. CONSTRUCTION OR DEVELOPMENT. HTTPS://WWW.DEO.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-AND- FLATTER IN LENGTH 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ 9. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED 14.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION LAND-RESOURCES/STORMWATER/STORMWATER-PROGRAM/NPDES- NONE ,I (EXCEPT FOR OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONCURRENTLYWITH THE INITIATION OF CONSTRUCTION CONTROL MEASURES SHOWN AND ANY ADDITIONAL CONSTRUCTION-PROGRAM I ALL OTHER AREAS TMC-Ta for LAND DISTURBING ACTIVITIES.910-433-3300 ACTIVITY. MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING WITH SLOPES FLATTER 14 DAYS PERIMETERS AND 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR 10.THE INSTALLATION OF EROSION CONTROL MEASURES SHALL THE COURSE OF CONSTRUCTION. — I THAN 4:1 HQW ZONES) Construction, Inc. OLD MILL roan OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION 15.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,PLEASE CONTACT THE RALEIGH — PAVEMENT AREAS.REMOVAL SHALL BE ON A DAILY BASIS ACTIVITIES. ARISE ON SITE IS GREG TAYLOR.CONTACT(910)-251-1181. REGIONAL OFFICE AT(910)433-3300. WHEN TRACKING OCCURS. 11.THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE — I 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY(SO)FEET ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES — — / FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE PERFORMING WORK ON THIS PROJECT. N CHANNEL.IF REMAINING FOR MORE THAN SEVEN DAYS, 12.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE — — / STABILIZE THE STOCKPILES BY VEGETATIVE COVER,TARPS, CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY — \ N/F — —— ARTHDR TOWARD I 1406 Castle Hayne Road \ — — — — — — \ DB 9107, PG 39 I N/F Wilmington,North Carolina 28401 VICINITY MAP - — — HIGH RISE SERVICE CO INC Phone:(910)251-1181 • \ NOT TO SCALE — • — — xor s rex ROAo — — \ I DB 597, PG eoo / Email: gtaylor@tmctaylor.com • \ — — _ _ A\ I PROJECT \\' - �� I / CEDAR HILL / N/F I- - I I I I \ TAXING TIME LLC \ / WEST TRACT I N/F I DB 4276,117 PG 991 \ I TOWN OF NAVASSA FB 117, PG 64 \ w ? I \ DB 4462, PG 1296 - , I I I I , \ AB 117, PG 26I \ � I I t.\ 1 II I I I I II o I 3 \ \ I / I \ I //IN: 310805094365 / m N / \ I I I \ m"1 I m tr)G m z I >z z \ \ I / \ \ I/ NOTES: AND TOPOGRAPHIC SURVEY DATA OBTAINED FROM L. \ 1 roWz - oV - ropro \ \ xx r C\ x SURVEY FOR LINCOLN DEVELOPMENT COMPANY INC. DATED 5 11 n I o� I I or I ca I Nz II roro II rr I w� I \ / MAY 9, 2p23 PREPARED BY: \ mb m Pm I I CR \ - v� \ �mro jH o I P' \ / \ \ I \ HANoveR DESIGN SERVICES, P.A. ISSUANCE AND REVISIONS 1123 FLORAL PARKWAY H e z I N z �' o o y I o \ WILMINGTON, NORTH CAROLINA 28903 H I ° C ro I ro ro I "C yro \ I o I ' I \ / \ CONTACT: JOHNATHAN L. WAYNE, PLS (L-3391) x PH: 910-343-8002 \\ 1 \ ro z"� \ �Nro I °` I ,�2. I N I \ \ I I \ \ 2, WETLANDS DELINEATION DATA COMPLETED/OBTAINED FROM: 1 a N I n I I I I I \ \ 3805 WRIGHTSVILLE AVENUE DAVEY RESOURCE GROUP THE RUN OF CARTWHEEL BRANCH N/F WILMINGTON, NORTH CAROLINA 20903 I I \ (18-72, SC;SW)IS THE PROPERTY LINE N/F \ CAPE FEAR BOAT WORKS INC I — LCFOMB LLC DB 2616, PG 897 CONTACT: ROB MAUL 1 I \ ,','. DB 3926, PG 944 \ PH: 910-952-0001 11 LL I I LL LL LL - LL LL fw LLLL-: LL MB 78, PG 63 LL LL LL LL LL LL LL LL LL 3. THIS PROJECT IS LOCATED WITHIN THE CAPE FEAR RIVER '.� � LL.LL.LL,.LL BASIN. 6 �,LL \ ZONING: LIGHT INDUSTRIAL (LI) w I .. .� � N 30' REAR SIDE 1 A e HIP \ .� LL '��LL \ ....,.......71 l'i 1 NCDOT DR�SS�GE EASEMENT LL 1° i e I ( \ \ \ \ 1111 DB 3217, PG 10 JV� I ) _, ,,, 111111:. Gl. 7 . .r., . y `•--�._.--..`.'.� w1. \ PROFESSIONAL CERTIFICATION \ \ , 40 c, n - ,� d.t •.'" . d:A'--. W".-- . W ������NNCARp�i zj II i ;j ; LL _ Q�F � ; ro ��.- /'�: ;LL �GY\ \ _ SEAL o • ?hilt � � 055N/F 1 , f2 f1 4 e• y� -' . , . , , . . . , Li N/F \ASSA i �`-t`.nf\CEDAR DMB 838,Q PG 82ON LLC \ 1 1• a !J'roS O C),w ��, tJ'iw `\ DNB T9, PG PG TOWN OF V1092 '��I/ 1.IIP' `vu oy 1� zy��a 1 !o�� s ��} 1' � � \" PROJECT INFORMATION 4. \ 1+J1 s � (LL 1 UTILITY EASEMENT �- [PROJECT NUMBER 4 _ Z404. -q `t 1 DB 9310, PG 686 �/ ��y�stl �1 =i B I \LL MB 119, PG 19� N .,, N/F \ \ \ !.a YOSEF INC N/FA z \ *i 'fi DB 4234, PG 973 I GIT PROPERTIES LLC • a [DESIGNED BV BPB\ \ e12 MB 116, PG 3 DB 4850, PG 398 \MB 850, PG 60 .��® \ ` ` .a.,1<� I- Iirr r' w\ \ / (DRAWN BY BPB ,moo': 21 wsce — e �`\ \ ,./ (REVIEWED BV WKM )__ - �`. t ti / N F • .�\ _� 15' DTILITy 4 1 J /7r.....„."../ z,VN/F LINCOLN DEVELOPMENT CO INC LINCOLN DEVELOPMENT CO INC RELEASE DATE 'W \ I DB 1587, GA42ZENT © rw �> � DB 284, PG 662 DB 284, PG 662 5 Fs - ® a��d' c� \ CEDAR HILL ACQUISITION LLC ss• -- ` �m o�/ \ April 17,2024 3 io DB 4835, PG 801 ' _ © \ a \ MB 138, PG 82 �� CITY pg-PG 208 /� \ 5� / ` \ 50' OTILIPy EASN A `• ,? / I `\^ M\ PG 8p= F.-- �xi�_k x \ DRAWING SCALE ♦3 i_ coNsnzucnoN SEQUENCE \ \ I � HORIZONTAL:1"=150' 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND \ I N/F I \ 5 HOLD PRE CONSTRUCTION CONFERENCE. \ CEDAR HILL LLC 2. INSTALL STONE CONSTRUCTION ENTRANCE,TEMPORARY SILT \ I DB 4952, PG 277 / ©\ \ I FENCE,AND DIVERSION BERMS WHERE SPECIFIED. \ MB 130, PG 82 I 3. CONSTRUCT TEMPORARY SKIMMER BASINS. SHEET NAME +( 4. CLEAR AND GRUB THE SITE AS NEEDED. LEGEND: \ \ \ I I / / q 5. UPON SITE STABILIZATION,SEEK NCDEQ APPROVAL TO N/F-NOW OR FORMERLY / - 'LLLL-LLLL ; REMOVE ALL TEMPORARY MEASURES. LLLL- J 6. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED R/W-RIGHT OF WAY LLLL- 'LLLL-- - AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND \ \ / I N/F / // © - ', CEDAR HILL FROAD LLC OVERALL = ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. PROPERTY UNE \ BLACKBURN POWERS LLC 7. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL ADJACENT PROPERTY UNE DB 2069, PG 632 DB4689,0, PG 80 6 EROSION # STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST RIGHT-OF-WAY I MB TO, PG 140 /HAROLD RAYN/FPIERCE& / BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF \ \ ' CONTROL PLAN TERMINATION(NOT). THE NOT IS AVAILABLE AT: g s—SILT FENCE LINE \ FITZHUE ELTON PIERCE HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION. —�'_pv—DIVERSION BERM \ I DB 3790, PG 390 / _\ )o i' PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT —0°c—we—LIMITS OF CONSTRUCTION \ / MB 49, PG 18 / N/F \ MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE .... WETLANDS \ \ \ - w OF TERMINATION PROCESS. \ I / /CEDAR HILL PROPERTY HOLDING LLC / \ \ •p \ DB 9999, PG 925 \ \ / w \ I / N/F / \ \ ,SHEET NUMBER �s \ \ \ E GRAPHIC SCALE \ \ / / / ANDREA C MILLER / %\ TRACY L MILLER& 8 \ I / DB 4777, PG 561 \ \ I / / // / ME�RDBK2 OF 996,HARLE PG 119N LLC // \ \ E C 1 • n o \ 1 inch=150 R.am eoo / n / o` \ \ // / / / \\ \♦ I"