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/ IRON FOU D / / / R Fi / / N:487a. PROPERTY INFORMATION: C as c Z:676.: / PARCEL NUMBER:0300300000101 6 e / / // / RN ID;6821-01.3]-5888 g Z N ZONING: 1- T Q / / // /// / / i ACREAGE:3.08 AC �e > h / //// // �j\ // PROPERTY OWNER/DEVELOPER: 9. U y K A LOWDER RECYCLING AND DISPOSAL,LLC _I ❑ J // / 111855 NC HWY 150 I Z/ WINSTON SALEM,NC 2]12] „ +PHONE:(336)7664250 ❑ ^ / / ////, / \�`\ I mail:glowder(�lowderinc.com Irv' m Z re Z °o e w LT,-, a / I / /// /// \ • I / ALLIED DESIGN,INC. � W G d / / / / \' ENGINEER: H6°'"u'� N E °'/ / / /� \\ / 4720 PHONE NiSALEMER L ROAD 103 ^ 1 W W 0 ro th I // , / I PHONE(336)]65-23]] 5 �\ Z N Z m / // / \ I email:scausey@allieticngsurv.com ._ ; G Z `✓ I \ U v d i s / / /// ///// `� \ l VICINITY MAP Q IE ss / ///// ///// \ \ I \ NOT TO SCALE ,( RIM:777.17 0, 7 / /// / �\ \ \ \ \ �Y}\ INV:768.01 / / /�j ` \ \ \ \ 1 / / / k/ / ////// /// FIRM LICENSE C-1891 I I I I I I l � //���/ '` \ \ \ /O ` e \ 1� \ \ KEY NOTES .°qN Ap�.,, • / Y` g, //Q" \ 'X MAP 3 LOT 2D O `,O F �0 I�. / J \ \ A NEW TEMPORARY CONSTRUCTION ENTRANCE EXIT. 2; im / / \T�� (/ y� \ \\ \ \ \ WILLIA 5DEVELOPMENT G O\ OB NEW TEMPORARY SEDIMENT FENCE. •� 970L112 rj},sty r M P 3S LOT I il I/ ///// //$\\(A\, \\ O NEW OUTLETMPORARV SEDIMENT FENCE WITH STONE 7. /L• •(,• N RT LAK • H ME NE S 'Z,,-('y�.G �L A SOC ATIO I N ////�///// \ I \ \ I /\ \ OD NEW TEMPORARY DIVERSION BERM. ',••Sfj.i. 'C''" `�,, 41 G9 \ 0 I / \ 1 O NEW TEMPORARY SKIMMER SEDIMENT BASIN.THE ��r�rrr ///// /r \ \ INSIDE SLOPES OF THE SKIMMER SEDIMENT BASIN SHALL I ti ' ///// /// `\ I I / / \ 1 EROSION STABILIZED CONTROL MATTING UPON COMPLETION OF I\ I // �\ \ \ \ , CONSTRUCTION. I/ Q I/// / \ / / OF NEW COIR,JUTE OR BURLAP BAFFLES. I y I// ///// ` / \ 1 I // `\ +G'pB� OG NEW TEMPORARY EMERGENCY SPILLWAY. 'I// ////� '- I / \ \ \ / g, \ O((to OH NEW TEMPORARY SKIMMER DEVICE TO BE TIED INTO Ill 11 '.` / ( 1 \ \ 9j� EXISTING DROP INLET.SAW CUT EXISTING STRUCTURE ON MO UME TFOI ID / I / I \ y \ TO ALLOW FOR PROPOSED TIE-IN.ALL VOIDS SHALL BE N'618.1I \ \ \ ^ FILLED WITH BRICKS AND NONSHRINK GROUT. 0 E:4036.2Z:676.201� ` // / —I \ \ \\ \\\ \ O NEW STRUCTURE TEMPORARY ITH LN-SITE LINER.PROVIDE BTE WASHOUT Q _I CL CLEARLY MARKED Lf) z J Q I I I I// / \ \ \\ KCS GPS BASE NAIL SIGNAGE NOTING DEVICE LOCATION. r Q lo I II /d l �� I / \ \ N:4599.05 RI���j TEMPORARY STOCKPILE AREA. J N C) ( ( ( ( I \ I \ \ \ \ \ \ E;4478.40 Q /L Q- Q IIrI I I I I _\ I \ \ I I \\ \ \ \ \ C Z:696.68 J = 1L.VLL ❑ _ IItll II I I �� l� y O \ \ I V A \ V A \ �� a i z II I I III I I III_ I \ \\ / i �� l \ \ I I \ / `.jJ / EXISTING TREESNEGETATION TO BE REMOVED TO LIMITS /1 < Z_ EX VI V// _' OF DISTUBED LIMITS.EXISTING TREE TO BE REMOVED V 0 I \ / TO THE STUMP.NO STUMPS MAY BE REMOVED UNTIL I / THE EROSION CONTROL MEASURES HAVE BEEN J l0i I ) W I I I I v N \ I /,►, I I I // INSTALLED AND APPROVED BY EROSION CONTROLV J\ \ \ > II // INSPECTOR.ONCE EROSION CONTROL MEASURES HAVE _ } If)\I 'fl> / / • �� \ IJ ,V / BEEN INSTALLED CONTRACTOR MAY PROCEED WITH /I� W Z I II III IIII O I I I / Y� -�•-�_. // I I I//XXX J / / STRIPPING AND GRUBBING OF THE SITE. - I.LI V i / i �I was�� \ \ / `TO // / -), /es' / / \ W co Z_ ill I I Ik,1 Clitt\y:\s\ " � I I v I /1� / O / STAGE 2 CONSTRUCTION SEQUENCE J II I \ I O �10 I 1 y'� •`y O G�RADTBB.'@@02.001.CONTINUE TO MAINTAIN EROSION CONTROL DEVICES. \ 1 ��' "' INV:793.6'fl ��� / 2. THE CONTRACTOR SHALL CONTINUE TO CONDUCT SELF-INSPECTIONS OF THE EROSION IIIIIII . .,. \ \ I / `�/ �t� ',/ ,�` '� \ AND SEDIMENT CONTROL MEASURES AND COMPLETE THE FOLLOWING COMBINED Q U A. .� , " \ I SELF-INSPECTION FORM FOUND ON THE DEMLR WEBSITE; p I 'II I I I I I \ ��,,�.. \ \ I ���- hlip//tleq nc govlab TION isiFORMS gy-minerel-lantl-resources erosion-sedimBLE FOR INS ns) N N `� ��_ 4 \� �' / COMPLETE INSPECTIONS FORMS SHALL BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION 01 AT ALL TIMES.IT IS II III II \ / \ \ \\ I i I O / \ �" ; ��' \ \ \ \ \ SELF-INSPECTIONS OR STABILITY ANDDED FUNCTION UNCTIION OF EROSION AND T A COPY BE KEPT IN A PERMITS EDIMENTATION G I I I I II \ ,i \ \ I / \/�.\,_66# 0 \ CONTROL MEASURES ARE TO BE PERFORMED AT LAST ONCE EVERY SEVEN CALENDAR 11 1111 M �_ I i L. / /r DAYS AND WITHIN 24 HOURS OF EACH RAINFALL EVENT OF GREATER THAN 0.5 INCH.ANV L _ /// NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. I FX S$$MH 0 I 1 Alti '� \ j.�"- /�J / \ \ \ L ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED AS O m �1f I V:76$.52 I 1 \ \ I 6 /y / \ i�-- G SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.A RAIN GAUGE SHALL BE r m O II N \ \ -19 (' 4 // \ �/ � S1 \ INSTALLED AT THE PROJECT SITE FOR MONITORING. W U W I I \ \ I I -_ ' \ \ I I k, / O�/ / 80p \ O 3. A COPY OF THE EROSION AND SEDIMENT CONTROL PERMIT,A HARD COPY OF THE PLAN, 0 W H Y� \ (� AND ALL SELF-INSPECTION RECORDS MUST BE KEPT ON-SITE,PREFERABLY IN A PERMITS d O U O I 1■,1\\ \ \� / - F I ` �i� \/ / / / \ \ P BOLT Q'n/,n BOX,AND ACCESSIBLE AT ALL TIMES FOR INSPECTION. I \ \\\\\\ - \\\\- I I �``tj`2 / • / \ \ \ / FIRE E EHg9 !'G`, 4 REQUIRED.TSHE REMAINDER OF THE SITE GRUBBING ANDN AREAS STRIPPING RY EROSIOAS N I I\\\I\ \ \' `- I 1 / I �V,i O / ,VGO�\ \ \ CONTROL MEASURES FOR LATE DISTRIBUTION. \ 1 ` �y / I /��'( / 5.BEGIN SITE ROUGH GRADING OPERATIONS.INSTALL ADDITIONAL EROSION CONTROL I G '- E `` / / l /�.X / O / / ("j \ \\ MEASURES AND DITCH MATTING AS REQUIRED. I \Ih /r O / � Q��O/ •/ / \ \� \ fi. RESEEDISTABILIZE DISTURBED AREAS IMMEDIATELY AFTER GRADES HAVE BEEN 4 1, '' j5'(J \ ACHIEVED.TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED WITHIN 7 DAYS ON ,\ \� Atilt ' _ Z�QX / / Z / PERIMETER AREAS AND SLOPES GREATER THAN 3:1.TEMPORARY VEGETATIVE COVER m �\ •'" �9 \ 9g SHALL BE PROVIDED WITHIN 14 DAYS ON ALL OTHER AREAS.PERMANENT GROUNDCOVER O h \ v� 1/ 7-- SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS,WHICHEVER IS o \ /� : :ij�1 iL» 1 0 \�C_`/ ` _� SHORTER.HOWEVER,NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE. j 4 ZW-aa••u I.••",as" : \/� \ \ \ ]. CONTINUE TO MAINTAIN EROSION CONTROL MASURES UNTIL VEGETATIVE COVER HAS O BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. / ( \ / N \11\-----\ 111111 III/ ��f I�., I ,,////'� / \ EX'&� /. BY INSP'. REMOVE ECTOR. CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL 1 I l\J/ / / / GRATE:7910 6\ \ \ I\ ;Illlill 111 i I��I,I�� ���/,� rO�J/'• \INV:]83.8= Q N I IIIII IIII© 1 � % Q � _ , = a N IIIII IIIIII ••:, , I 0 GA$ _ _ II I 1/ / \I\\ ►i1 " I VA / SITE / \\\\\0 ion, \1 I' I \ _ / / STAGE 2 7 \ \� / EROSION G� \\� i�� — — 7g�' / 6CONTROL EX SS i\ \ / / RIM:775.•5 �y,\S , V/\ • \ -GRATHsi.•, /.." I / INV:765.43 I4 NV:777.38' PLAN GRAPHIC SCALE SHEET / I \ J \ ////' ( ( ( / Al 6 16 Al 80 \ /Y 4 --- IN WIT T C 2.3 ,rJ / O / I \ \ I 1i(I FEO)tt.