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HomeMy WebLinkAboutNCC243180_Site Plan or Location Map_20241016 PROPERTY INFORMATION: s. Z o.o0' ❑ o / / 1 I / - �' / I / �' - /- PARCEL ID NUMBER:6920-79-5691.000 formerly / l /1/' I / / -- /- _- 'I 1// / �' - / I 1 I 1 1 - �/' / i i' 8920-]8d93].000 recent change �' re 2 co > Q \\\ / / / / , / // l ' ' NG)AG ACRZONIEAGE 2 > \ / \ /) .33 �Po - 7 -G -_-_-- /' / // / / /' /,_---_,:".."-----."'" Ill__ // !��'i' /' i / �� 351.1 Sh_ HWYfiS .. "BS vN Q g F �� ''❑ / / ® I / �� - - --_ _ - / / / // _ - /' l PROPERTY OWNER/DEVELOPER: E ii ! ' , - _ /' / • 4B601NDIANA AVENUEI -/ \ WINSTON SALEM NC 27108/ PHONE 336 399-7321lye/ L / EMAIL NCTRAFFICCONTROLQAOOCOM -TZE TUT _ - / CONTACT CHRIS FLETCHER ,< L n a lir °Aar«D.a�V _ ...EL«n Ewo « R / _ a„mreTAX BLOCK eDro4o __ __ _ _ _ ai _ / /1 /// /' _ _ _ �' - 1.��(...///�y ALL EDN DESIGN,INC. 'a C)' N Z 2 M m _-�_ / \. l// / O Ii \ ' \\( _ _/ `-- _- - ✓ / 4720 KENTER MILL ROAD W YO V0- . ____ _ \ BARea i ' \ " / / /yam WINSTON-SALEM,N C 27103 In m�\ 11 1 \( /l °we�cxx aas / - � - _ / / / PHONE:(336)]652377 `' r.I n n c I / ` \\ � 12( \ ZONED \ eLzonmmnowr n 'II U _- / \r OEMAILSCAUSEV�j1LLIEDENGSURVCOM VI'VIZ� ~r TAX v vEHae vv A vJ - '( \ 1 /> ' oror�\D7p `D T4°eDDL oE� I "` nE o,3 \I\ , ,_ -c‹ E,anLD.� _ =a, w / / I 1 � - �� _ _ � - PURPOSE STATEMENT: �_ C / II 1\ \ \\\ \ \-\ I ? \ _ 1- __ ' • •-/ / 917E WAS CLEARED WITHOUT AN APPROVED PLAN. FIRM LICENSE C-1891 -_` \ / / I 1 1 \\ \ \ \\ �, \ T• , �i ,r�% / / / / NO FURTHER DEVELOPMENT PROPOSED WITHOUT j()/ / / \ \ 11 - / J PRIOR PLAN PERMITTING APPROVAL. t/-�_ \'• /1 / I \ \ 1 r ��-••�_ 4I� \ E ZZEI�EAZ ZZ4 _ \�� anaMowarneow /' 1 \ j 'T'y,�` _ ��1 �� �l / i; s" 7 EROSION CONTROL CONSTRUCTION SEQUENCE :��O�,�E S�<�'I�\ wwnvc4n ow "1 t1 __ \ I ( / �®� 12 3 :?s.ssj0t"..9\x\ • 9OOHuaR,Te ti // \ \ \ I \ \ >>^ � ( 9•.--. °race:Dwm�DaseE - /' / / = cH � _-,-. 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY •:S.:AL f:\ zaxeoaszo ' \ \ \ -- 0 -,,.- / _- OF WINSTON SALEM INSPECTIONS 450'� \ /' - BUA CALCULATIONS —� \ \ /�`�__ -REWORK EXISTING SEDIMENT ' / - May 24,2024 2 CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH APRE-CONSTRUCTION 4� \ - - / _ \\ - - �!/ CONFERENCE AND INSPECTION SCHEDULE.—� -(.`_- � I I FENCE TO GO AROUND AND ABOVE 3 - / . N�.•pJ\�0�: Z. a. ----- -.-__- -----' I _EXISTING STORM PIPE.INSTALL _ �' _ SELF INSPECTION---EFFECTIVEOCTOBER 1 2010 PERSONS CONDUCTING N 0.a ._:._��1 j( - --- I ISTABILIZATION. 1 - LAND-DISTURBING ACTIVITIES LARGER THAN ONE 1 ACRE MUST INSPECT THEIR e \\ \1 \ )N�� ESN _ ___ TOTAL SITE AREA: 1,024,254 23R514 K 1-MA4-x4 _ \ hi �I PROJECT AFTER EACH PHASE OF THE PROJECT,AND DOCUMENT THE INSPECTION 1 I l 1 1 `- / -'- - -� _, 1 © _ /!, PIPE I Ei 1 - _ _ IN WRITING ON APPROVED FORMS AVAILABLE FROM THE CITY OF WINSTON-SALEM V\ ^ I I l \---_/ / ;_. - \ - _ - i OUTLET_ - - / _ E%ISTING BUA INSPECTIONS OFFICE / \ I• 1 I I I l /'' \ r�s`—.`� - s=/ CO-- FERluere / /' 9UU- THE PHASES ARE AS FOLLOWS _ \ I `. 1 / 1 I / ''''- - -- '- \ \ 0 �a --- r r 14/ /� r -, 6U LE�/ -- _ BUILDING: 492 0.011 1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. 2iy� \ 1 .// '////i//'�_ _ : -_\_ _1\\ \ � '(L((((( (((� r((V}•J, /' ae parcea -- / - 2. CLEARING AND GRUBBING OF EXISTING GROUND COVER. I I l ` ' /// / '-__ - 1 \ 4j$ n-11( ((�{ I zpNEo pc GRAVEL: 126,607 2.906 3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS. / ///I /.� .,a( / / __- - \\ I / /. O / _, 1--- -/-� rE� TOTAL• 127,099 2.918 4, INSTALLATION OF STORM DRAINAGE FACILITIES. 9,V a >. / / / // - \\ l I I I 1 / / �' / / r \ \\ 5 COMPLETION OF CONSTRUCTION OR DEVELOPMENT /// /%L/ / 'L\ '-',-"/' --- I I 1/ l I/ / / ,/ / _ _ - ___1- +� �+` q PERCENT BUA: 12.41% / \- -_- I / 6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN /' 1 _.' '�'' PHYLLIS P rausr _ __' II1 ll/l// // `` - \ o^�i EROSION. l / / \ ��' /' zonEo so m4e l �l /�///l dam`"/p//// ^/ J \ �O \ (�j \ ,\ \ ( \ 'I ''\\ I\ \\' _ _ EXISTING BUA TO BE REMOVED 3. CLEAR SITEONLYAS NECESSARY TO INSTALL INITIAL EROSION CONTROL '>%// / _ \ I I1 / / 77 O/ / ' �__'�_ �� _ \ 0\ \ I I 1 e " MEASURES AS FOLLOWS I N � // 1/lic 1//IyN,l l / l . / -___ _ \ \\ \ \ \\ \ '\‘‘ \\\\\ \ l BUILDING: 0 0.000 A.TEMPORARY CONSTRUCTION ENTRANCE/EXIT \\ \. </�/ '�� ' �\ I / / /,/ \\I -. - _ I -� T'z \ Q, \ \ \ \ \\\\\\\ ��\ \\\ -E-879-' GRAVEL 0 0.000 B.TEMPORARY SEDIMENT BASINS.FOR SITES OVER ONE(1)ACRE,OUTLET A '/ ' I I I I I I/�/--(/ - -`-- -_ - -_ ` \ \ O \ \\ \ \ \\\ \\\\\� TOTAL: 0 0.000 STRUCTURES[SKIMMERS]THAT ONLY WITHDRAW WATER FROM THE w Z v v ��%���+y' _ h / '�,v 1 III I1I I ia� v� _j i,, A \ Vv v v K_ vv ` vwv vw vvv d --• /X///' n / "..---..-)/",I 1 I f:' 1 / I _ \\\ SURFACE OF THE BASIN,SHALL BE UTILILIZED.NO SEDIMENT TRAPS OR /' - -j // l I I II I I I I 1// r / \ I „` - - ' \\ r QI I \ \ \ \\ \\\\\\ PROPOSED BUA ROCK DAMS ALLOWED. J / / p�� X/ f / /// /`4 /`y / // \I r / --- \ D _ \\\ \`\ \\ \ C.TEMPORARY DIVERSION BERMS Ey \, - � 't%-J�' i<j)I .1 I ,r I 1 1 1 /Ill/ I i A /l-�l / _ I _ ''� a'/ \ p \\ \ \,\\ 9D.TEMPORARY SILT FENCING LL Q 0 IX � I 1 / � \ \ \ \\\ \\� C BUILDING: 0 0.000 ' / // f. � , iftD ° a p a ' ''' �_ I'1 l e. l l I / , l / \ \ \\ GRAVEL: 0 0.000 Q /-,-,;1‘ ),, /.� -' _ <, / l 1//l/A'y.. l , / nr re.e3 \\ \\\ \ \\\ \ SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES(INCLUDING"CLEAN" V / // _ I /I /. r ///1// // CD / / / _ - "7.- \\ \ \at TOTAL: 0 0.000 / '� ,_ / /,)� • // , / O , / O \ :7 \\ \\ \\\\ _ \\ WATER DIVERSION)UPON COMPLETION OF CONSTRUCTION.SEE GROUND I - ' � ���� r(/I /// / y/////l/ll// •/ / , l � � � - ��- �_ \ r � \ \\ \ \\\ \\ \\ \\ � � ��� _�_ STABILIZATION CRITERIA BELOW FOR MORE INFORMATION. LL ' - 1. / � � � M\ \ \ \ __ _ FINAL DEVELOPMENT BUA � /.'i'/ ///ice j \_'�v/U' /�//%��///i ////// � I ( /^-_ _ y --- _ ` I'` - am�� \ \ \, \ \\\\\ \\\`. - BUILDING: 492 0.011 4. BEGIN CLEARING,GRUBBING,AND STRIPPING OF SITE AS REQUIRED. cLO0 z W LU O / / _ - \ • ' \ 1 EARTHEN-MATERIAL STOCKPILES ON-SITE FOR LATER DISTRIBUTION AND/OR U \// �� / ✓ // /////� //////% j i/�/i/// l III 1 _ _ - /- \ \ G �\ GRAVEL. 126,607 2.906 DEMOLITION AREAS DEER S CONSTRUCTION FOR MANAGEMENT AND DOMESTICOLWASTE,DEARING AN HAZARDOUS OR V J "' 1////!/ _/ j//O 4//' h/ I \ 1 \ \ / .. --- \ /\ \ - - _ PERCENTTUA: 127 2.41%,099 2 918 TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN N N J `` LL / n E • 0. TOTAL: C /\i�/. / - -//� / N' \ \ \ 1 /'-� -\ \ U,+ INLETS AND SURFACE WATERS(UNLESS IT CAN BE SHOWN THAT NO OTHER C C9 Q '/// / / / / \ \ \\\ \ \ \ \ \ \ \ \ \\ \\\ \ � -- ALTERNATIVES ARE REASONABLY AVAILABLE),AND WITHIN AREAS PROTECTED BY W W 2 ---�4�- / �'� / / / / l 1 I \ ,\ \ O \ SITE HAS BEEN GRADED AND GRAVEL HAS �\ \ � - \ \ \\ \\ 1 \ \\ \ \ \ \ -. EROSION CONTROL MEASURES. H 2/ji / i�'/// / / - / / H I \ BEEN INSTALLED.SITE IS CURRENTLY _ -� \ \ \ \ \ 1 \ \ \ \\ \ Q // / /'/' i / \ \ \ 5. BEGIN SITE GRADING.MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE y1 // l,'/ r�1v P�ME�R�I� \ v w g /i� //1 I // / i // \ STABILIZED.CONTRACTOR TO INSTALL _ \ \ \ \ // I / // / 1// / / \ \\� \ SKIMMER BASIN AND/OR ANY OTHER - \ \°.NroFP � oeEaZv. \ 1 WITH THE MAINTENANCE PLAN.INSTALL ADDITIONAL EROSION CONTROL '/'/ / /////11/l//-1 I lit II / / � / I \ \ \ \,,, 'b �- EROSION CONTROL MEASURES IF EROSION \ 1 I ' MEASURES AS REQUIRED. j1 I ////////I// /bull I II / U I \ \ \\` qG- \\\ \ CONTROL INSPECTOR DEEMS NECESSARY. — --7, I, \\\\ \ \\ �( \'� �\ 1 �-'�-Lh-.- 6. ''�/ I ll 1/ I I1/ I I I I hill 1 l \ \ \ < \ \ \ \ - // // _ I I I 1\\ / \ I \ \ \ \ I I NCTALLCD TO TI IC rOINT WI!CRC IT CNTCRC CACI I DEVICE,COMI'LCTI ON OC PIPING W j // I 1111 /l// / II //// I 1 \ \ \ / \.<- �_ \ '_ 'S; _'/ \\1111I 11\\ \ 1 \ \ \ \ '/, l I /I/1/1/1/1 I /1/11, IQ \` ,1\\\ - �L \\\\\\\\\\�` -%\ --/ ,/�\�111 \,\\ \\\`\ f/ I \ \II \ \\\\ \\ \\ \\ \ \\Ck \\\\ \\ -- WILL ONLY DC ALLOWED ONCE TI IC CITCIIA.^,BEEN DEEMED STAOLC BY TI IC a -/ II l /////l1I/ II I II \\ \ \ i, I/;///I,//;II /I1111\I\\ \, �� \\.__-- _ <- -- ��< --_: - /;n;'N�i;y�\\I _�N I\1 \ I \ \ \ \ \ \ - \ < y ^ _ //� \ \ / \ \ \ \ \\ GROUND STABILIZATION CRITERIA r'/ I///�///////1� 111 III\\ I �__ _\ 1 \ _- . G"9 To / - --W / l ;V'I',II l/ \ I \ \ \ - `ii' ( //// / / I II I \\\\\ \ `\ \ \ --- - \ 'TE \ �, j/% -1' 1 1 \ \ \ \ D SITE AREA STABILIZATION STABILIZATION o N /// /// ///1 \\ 1 \\ \ -� 'R� i 1 \ \ _ DESCRIPTION TIMEFRAME TIMEFRAME //// /,/ I/l I \\ \\\ \ \ \ \ \ rJ20 \oweR T -'�°°" ',.\���- \// // r 0o 1 \ EXCEPTIONS 2' O /,ll/ %II/1111 \\\\ \ \ \\ `. �_� \\, �`\ . - —_ - _\ -9G - -� \ �'�/i//�i/r , \a� _ - —1�\I 1 \ \ \\\ \—� \ \\ \ I.uETER vaHr �� ErznEs _ _ eRca DEE�D«.R�� zprnw k _ \ N i 1111/ ll II I \ \ \\\ \ \ �'S --// /// /I IB��ED ` 11 1- \ \\ \ \�\ \ \ PERIMETER DIKES,SWALES, 7DAVS NONE 1111 � II11 \ \ \ \� \ �\�7Q \� \_ _ 'i � 7::::______:...... ., _� i�� _ //�/l�l II \ I T \ \ \ o \\� \ \\ _ I I '�.,� \ \ \\ DITCHES,&SLOPES Ill II11 \ \ �\ , / _-_ \ _ -\= \�__-�/1 07///111 II 11I I\ \\-� --__-_ j1 \ '7--� T — _ _ _\\ SLOPES STEEPER THAN 3:1 7DAYS IF SLOPES ARE IO'OR LESS IN .. 11, l 1 11 \ \ \\ '----- -_\\ ''�'i '/� __!- ^ V-0/ 1III III\\\\\\\�`__ -1 I11, O \ \ \\ \ \\ SURVEY X.5.661z LENGTH&ARE NOT STEEPER / II \ \� , \ - _ < -- � �,, __�. //1 I \\ ___ ____1 I I Q \ \ \ \ \ \ THAN 2:1,14 DAYS ALLOWED Z > ❑ 11 1 v v v v _ /s / 1111 v vv A��� 1I O I v v v , m I 1 I 1 VA\ A V A�v ` _- N��//� ,aF a. • //II l�A -� _ — Ali/I 1 iI I� I V A V O w \ \ _ \ \ \ ' __ / \ / SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES>50 FEET Z \ \ _ ,\ \ \ \ 'I - _ _ _ _ / I ..\� \ \\\\, - _ //' 4J ° ZONED c I \ IN LENGTH U IL \\�\ \ \ \\\\ \ \ \ {/ II _ --- ---I ' �N- 1,1 I ' ,, /<---__\--:_---,---...,,,----..-,:-_ 7 1///// �•' U 1 I \ ALL OTHER AREAS WITH 14 DAYS NONE a 0 U 0 i \\\' \ >\ /\/ / / I \I \ I / �// ^\ _ -----:..----_/'/ /-<"\ III \1 \ �, )/ .�\`-//// ////////., , 1 I II \\ SLOPES FLATTER THAN 4:1 // / i/�// ' ' '%/' I \ l -- 4///II _ -- - '%/ am/ ,.� 1\ \ ,� . / I /> I // , r Ill /I// / / I 1 / / 1 / / / / \ Q- / l-J',1 / II / I I l 7.CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER / ' // / /1 /' / \ i \'I \ _ _/ / / / III I I I IL�V HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN / I / // // _—_-_�0_ , '% \ '1 I // =_ //l l/// I I I l 1 1 EROSION CONTROL LEGEND&KEY NOTES I I / „',/ / / // 1 // �/ /////11 �''. \�1 1 14, 1 //// -_-9 iii ice' / // MANUAL) STABILIZED. / /�\ - ----—- -_-;/�j i \ r.$l l 1' 10�. /'� �' // / / I I I (B.XX=STD.PRACTICE,FROM NC E&SC i I I I,//'/ '' / // /// l / / /1j` - j'/-- -/\\1 \\\ • \1 jj ll'l IOW/// // >` _�-g � / _ _-� �� J g0000001 O TEMPORARY CONSTRUCTION ENTRANCE.(6.06) r r I III l / //// / // I / '/// / ///'// / //1jl\1�1\ - - \\\ .-�' II /111 1/ / -'/'//' ' 1 —I_ —sr IIlI / I / III � �I/ / // -/ / / /'I � __ / ;�� - �--- \\ �IlyeI1I l/ /� '/'i � I I I —OB EXISTING TEMPORARY SEDIMENT FENCE.(fi.fi2) 1111 I I I 1 1 I I / // / I _ ,' \\1 l l ,11/1 1/P I I r 1 I 11\\\ I II 1 / 1 I 1 I l [ ,2/ 2/ /' // //II)\ _----,% -- /� )y l)1111111/' 4 /{III1//l/l / '- , .' /./ IPERIMETER POINT I I f•'- CO EXISTING TEMPORARY SILT FENCE OUTLET. 2 2 \l \ \\\\ \ 1 I 1 1 I l I '// // / /III \ - / _���i��_ -,_-,-'.-I-1 i/ I'/ /l// '7 /// l Pam mr / I O O fu Cu w U / 1 ,-,__ __ __ //�/,//1, / / _ ' zonmao , / _.�� L D NEW TEMPORARY ON-SITE CONCRETE WASHOUT STRUCTURE WITH w > > > 0 \ 1 `S �'/ / // 42 G I LINER.PROVIDE CLEARLY MARKED SIGNAGE NOTING DEVICE LOCATION. w O rc tY rc w \\ \ \\ 1 1 1 I \ \ II //' / �/ /// , \ ,,I �// ///��� _ ;ji/ /i// //l`// /'� i a a a ~ \\\\; 1\\1 1 1 I I I 1 ^ �`' / /��///'/ � \Na awi iY/ / // / /�/ ��'/i// // \ ' / \. -- / 1 )))) 'O TEMPORARY DIVERSION BERM. F \II,,\,`,,\ 1 1\1\ I I \ \_ `i ��// _ -_'/i /\\VU,,- / //// ////1//` /// - '/% /' ////\// O'SG _ / 1 OF NEW TEMPORARY SKIMMER SEDIMENT BASIN.THE INSIDE SLOPES OF vwi rwil vwi vwi 11 11 1 I 1 I 1 \ I-,'' /i-_-/�`t:�,/I I //////ll ,/Il \\ \\ - // / / THE SKIMMER SEDIMENT BASIN SHALL BE STABILIZED WITH NORTH w w w I I 1 I l o\ 1 I 1 o\ 7- ti I I I I \ I///// '_'--/�/ / \ AMERICAN GREEN S75 EROSION CONTROL MATTING UPON COMPLETION EROSION CONTROL MAINTENANCE PLAN m m m m 1 \\ \ 1 1 --'/ ' /�/' /I 11 I I \ \ \ ��- \\� / // /'p / / 7 H �\ - OF CONSTRUCTION.SEE DETAILS FOR BASIN DATA,DIMENSIONS AND 2-1,13 1\\I\\\\\\\\ 1 1 \ / / %'//i )) //�-IV/'i'' I \\\\\\�____� `�\\\//1//1 / / / /,g / ' // / \ \ CALCULATIONS. \ \\\ \\1 ' / \1 / j�' %%_-_�\\\\\\��- \ \\ll////�/I 11 //v+// 1 / / / \. / \ _-_ 1. INSPECT ALL SEDIMENTATION AND FUNCTION EACH WEEK AND FOLLOWINGION EACH RAIN ALOL L EVICES ENT,FOR STABILITY AND Q o 0 \\\\\\\\ \� /� // /' /'�� -i ''�/i%%'f- ___f--3.- i - 2:'//ll//Ill/ I/Ili / 1 I / 1 04, -O NEW COIR�JUTE OR BURLAP BAFFLES. O & a 6 n n \ \ i�%� =_-� � -U 1/ I,I / 1 2. HREMOVE AS REACHED 506%CAPACITY. TEMPORARY DEVICES WHEN ACCUMULATED VOLUME \\ \\ ,= _` �,/11 I I l/ H NEW TEMPORARY SKIMMER DEVICE. \\ \ \ j/%/'�' \.4''�� �' _ ��'�ii 1111 1 I I \ O HAS REACHED 50%CAPACITY. Z \\ /` / / NEW TEMPORARY EMERGENCY SPILLWAY.\\\-_ ��'/i�i'i���\ - //l��-�-��-- '/j/�j/�/i���''/�/l/l I I "I 1 I \ O 3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE Q m V m \\ \ -; / ` / / //// / i i \ \ \ / WHEN DEPTH EXCEEDS APPROXIMATELY 0.5'.REPAIR AND REPLACE SILT FENCE AS \ -�---'%-j///% / 1 \I//\ % )////��, -__--�''ji�/ //// / // / I \ JO ROCK PIPE INLET PROTECTION.(6.55) NECESSARY. �`- // ' //' ' / �// /' �� / // / / \ \ 4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER CLEARING G OO /' ' '/'// '// \ \ OK PIPED.IOUTLET FENCE FLARED ENDPS SECTION ANYDI STABILIZATION.AREAS AROUND CLEARING Ot \\ // / /////// �// ////// / 1 ' / // / • �\ \ ADJUST SILT FENCE TO ENCOMPASS DISTURBED AREAS CONSTRUCTION INCLUDING-CLEAN'WATER DIVERSION BERMS.RE-GRADE/REPAIR \� -- �'' / /l //// /�l�/ \ \ \' 1 1 l I\ UX ROI' . \ THE FLARED END.EXTEND STONE ACROSS UNDISTURBED PORTION OF BERMS AS REQUIRED. / / ///%Y 11 / / • I /I I / / \ e\)P , �� T' DITCH AND REMOVE SILT FENCE WITH OUTLET BELOW THE PIPE. EROSION -','--• / / //4 / r I \ \ WS/FC EROSION CONTROL NOTICE 5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF -i-%- N. J-//p//�/70/4111 /• I \ I \ \ 1 \ ` - INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES 1 / PLANS APPROVED FOR CONSTRUCTION �� � \�\\\\\ STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. �� -- vvv /. //// 1 1 v v GRADING GENERAL NOTES -_ .// v _v v�v. CONTROL PLAN �_`_v v v Thisplan complies with Chapter 8,Section 4-Erosion Control %'//// / / // P P 1.CUT SLOPESMAXIMUM A 3:1 UNLESS TFER ISS OTHERWISE SHOWN.FILL SLOPES - -� / //// � //// 1 I \ I � �--)1.-�;_ ----)-.)‘'); \ \' of the Winston-Salem/Forsyth County Unified Development SHALL BE A MAXIMUM OF 3:1 UNLESS OTHERWISE SHOWN. / 1 // /'/i////�// / /I ` • _ ---- --jw,vvI, Ordinance. A printed set of the stamped/approved plans must �/' / I I ll 1 _ ����, \ \\\ 3.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL EROSION CONTROL /\/ 111 1/ / _ I _ - be kept the construction site for reference when installing SHEET • / / �� / ��/ /,,/// _ _ -1 - _- -\\\\\\ P 9 REQUIREMENTS.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EROSION GRAPHIC SCALE / --i%% ////• I - 11 1 - /Jy�/l required erosion control measures. CONTROL PLAN APPROVAL FOR OFF-SITE BORROW OR WASTE SOURCES. /� '%- / r \\. / /, 4.TOTAL SITE AREA=23.51+/-ACRES. , o 5o ma 5.TOTAL DISTURBED AREA=6.10a ACRES. n lV- kentw 08/08/2024 10:28:07 AM ® (IN FEET)2� 1 inch= 100 ft.