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HomeMy WebLinkAboutZ-6240-B Map 19L C) EROSION AND SEDIMENTATION CONTROL MEASURES MAINTENANGE PROTECTION AOAI145T ER051ON AND SEDIMENTATION WILL BE PROVIDED BY THE USE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS SHALL BE OF PERMANENT AND 'TEMPORARY CONTROLS AND WILL BE IN PLACE THROUGHOUT THE MAINTAINED THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT ACCORDING TO SITE UNTIL THE D15TURBED AREAS ARE STABILIZED. THE FOLLOWING SCHEDULE: TEMPORARY CONTROL MEASURES ROGrK'STiRA�iCSE# MANU��F[[��AQQ,CTURER SIZE A. ROCK GONSTRUGTION ENTRANCE 1 SSPEGM�jI BYLADhKN AY5T0 TAI "T ROCK B. FILTER FABRIC FENCE G. INLET PROTECTION MATERIAL WILL BE MAINTAINED ON THE 51TE FOR THI5 PURPOSE. 2. AT THE END OF EAGH CONSTRUCTION DAY, ALL SEDIMENT DEPOSITED ON THE ROADWAY WILL BE REMOVED AND RETURNED TO THE PERMANENT CONTROL MEASLRE5 CONSTRUCTION SITE. A. PAVED DRIVES AND PARKING AREAS 3. WA5HIN6 OF THE ROADWAY WITH WATER IS NOT PERMITTED. B. ROOF DRAINS, CURBIN6, CULVERTS AND STORM DRAINS G. RIP -RAP AT STORM DRAIN AND CULVERT OUTLETS FILTER FABRIC FENCE D. REVE6ETATION OF ALL DISTURBED AREAS 1. THE FENCE INSTALLATION SHALL BE INSPECTED AFTER EVERY PRECIPITATION EVENT. ANY NECESSARY REPAIR HILL BE MADE SEQUENCE OF CONSTRUCTION IMMEDIATELY. THE 6E4ERAL FORMAT FOR EARTHMOVING ACTIVITIES SHALL 13E AS FOLLOWS: 2. ACCUMULATED SEDIMENTS WILL BE REMOVED AS REQUIRED TO KE i � I i�QLY LE6 ,EREMOVE DEP051T5 A. THE CITY OF LITTLE ROCK AND ADEQ (NOI ) SHALL Bir NOTIFIED 48 HEIGHT HOURS PRIOR TO START OF CONSTRUCTION. oWfW FgW,9ANGED DRAINAGE SYSTEMS, 1-000-155-Gg64 B. INSTALLATION OF FILTER FABRIC FENCE AND CON5TRUCTION EXIT. 3. ALL UNDERCUTTING OR EROSION OF THE TOE ANCHOR WILL BE G. STRIP TOP SOIL FROM CONSTRUCTION AREAS. CONTRACTOR TO LOCATE RERM4eW tE�Q9l1§$hftOP1IaFA6A4FaGHA3lfit?1�ATERIALS. SUITABLE AREA FOR STORAGE AND WILL APPLY TEMPORARY SEED 4. ADHD TO ANY MANUFACTURER'S RECOMMENDATIONS FOR WITHIN 5 DAYS. FILTER FABRIC FENCE WILL BE USED AS REQUIRED AROUND REPLAGIN& FILTER FABRIC FENCE DUE TO WEATHERING. STOCKPILE. D. ROUGH GRADIN& AND STABILIZATION OF PARKIN& AREA5, GENERAL SITE IINLET PROTECTION FILTERS HSSHALL BE INSPECTED AFTER EVERY PRECIPITATION 6RADIN6 A5 DENOTED ON THE PLANS. . L E. INSTALL STORM DRAINAGE, INLET, INLET PROTECTION EVENT. F. BUILDING CONSTRUCTION, INSTALLATION OF ROOF DRAINS AND OTHER 2• FILTERS SHALL REMOVED WHEN GL ELY WITH SEDIMENTS. MATERIALS MUSTT BE WASHED COMPLETELY FREE OF ALL FOREIGN UTILITIES. 6. FINAL GRADING AND INSTALLATION OF CURB. MATERIALS OR NEW FILTERS INSTALLED. H. PAVING OF PARKING AREAS AND DRIVES IT SHALL BE THE RE5PON51BILIlY OF THE CONTRACTOR TO MAINTAIN THE ROOF L 5TA51LIZATION AND 5EEDIN& OF ALL DISTURBED AREA5, SEE LANDSCAPE PLAN DRAINS AND THE SEDIMENT 5TPXCTURE-5 DURING CONSTRUCTION. J. REMOVAL OF REMAINING TEMPORARY CONTROLS K. ALL IMPROVEMENTS TO CONFORM WITH ARKANSAS DEQ EROSION AND SEDIMENT ADDITIONAL ER0510N AND SEDIMENTATION CONTROLS SHALL BE INSTALLED CONTROL �. DISTURBED AREAS MUST BE RESEEDED AND 5TRANF-0 WITHIN 1 EQ NECESSARY` � OR NHERE DIRECTED BY CITY OF LITTLE ROCK, OR 15 DAYS OF DISTURBANCE. ADEQ AS CONSTRUCTION F�:OE9RE55E5. ALL INSPECTIONS MUST BE MADE AT LEAST TWICE A CALENDER WEEK. C3 UNIVERSAL SOIL LOSS EQUATION[_ A=RKLSGP WHERE; -B � A = 501L L056 (TOWAC) i I R = RAINFALL < RUNOFF FACTOR (300 FOR PULASKI COUNTY) K = SOIL ERODIBILITY FACTOR (0.17 FOR THE MOUNTAINMR6 SOIL 6ROUP, 12-40%) { L = SLOPE LENGTH FACTOR 8 5 = SLOPE STEEPNESS FACTOR (L5 = 11.13 FOR R 3:1 SLOPE OVER A 140' LENGTH) � ii —11,3 G = COVEEDIN ER t MANA6EmEwr FACTOR (0.20 FOR SG d LOOSE STRAW h Lc+U 0 ` G = COVER d mANABEmarr FACTOR (IA FOR NO EROSION CONTROLS) -0 z P = PRAGTiGE FACTOR (O.QO FOR TRACK -WALKED UP AND DOWN SLOPE) -0 rn � A - 300 X 0.1-7 X 11.13X IA X 0.11 - 511 TONS/AG/YR KTHOUT ERO51ON CONTROLS Q A = 300 X O.il X 11.13X O?A X OQ = 102 TONS/AG/YR WITH EitO ION CONTROLS 7 ffi / $ q • /N s<s )t O l a �] at $ fa rt y �.' i Y" i5' r t a..✓ r ' r s' i t i of r : f i # a' rr Y 1 ' II If q If�Vf� 1`lV�♦0111211 �' $� ' �It it t� $ ' a �` N. �_ `r (s � � i � 41 s �L�>E's $ar �.rj�_.: $....�..yr�ss .L..� °...t .Ir ` �.� t'yI"% �,. • r "�-t4 J a r ',i r��asf. I $ r< r sr ,r (r I ] r r r , ,'• s IJ'i i i i' # s r$ i t 3 J n r f a s r° t' r • s r { ;� i i s a s i ffi <° '$ f' ' r$ i t 28'�J • D r r s} d s e r f r r a t r +$ ' >� t r r i f y i i i r l [} l a i l ( ffi, i r ffi r l i$( s F t z � s l ` \ r ' t• � � � +� t• a.r � � d -'� Sfr' i i f � s ( � Pr , rr i � r r t r s i�� 1 4 \ e £ i r r it s t rJ t +rffi 7 s7 If rI F.'.• . h^ .i# ` ?� ? ea :H i a! ]ri biNixx.:.»,„�:. .si).,, i r Ma e r i ? f } r i^!l ieJri}; $ 'r}1t it -11 -Ul 0 > Lr PROP COP—, C 13d STA 0+00 , 255L OF �+ t me 9 I a 2 b 8 H 5 i it` f 3iiar , f ffi I(Vz PERGENTA6E5 GOP -r= f fit[Stf+A 5Y+0-01- MAY I TO JULY 15 SUDAN - SOR6HUM :..........: mFILTER " 100% ®SILT -- 67% 33% a , • -STOW MAIN r :❖oe ® nor r -R..=r AREA STABILIZED -+ r ®SILT -E. iti[{ii $ r si i DISTUREW -t - qr P50WENT VESETATION♦• i t i ffi]`r$ SEDIMENT t$ is \itx.f { Q t t ' tfi3l ii$j(fI'$ S% ][ ] S 7 I A r i l ( ffi t i 7 ffi, t �}t¢ll� fli fail 1: {J t f ti ' L 5 7 t <( ri .� Ci.'It'' [[f1iat!!! & t i i { $ f i it4 r i`°tl }isi+� Isliglzli$ i $, � i ffi f1 i z t ffi i i qct r' r' Ii t}I$ 3 it!$t Ff 7[ t i ft it r latlj[ S iI t#il3ii[ [ ( � r ffi i1 J ?ptii I i it Y4MIA r s - i i I t r i f {i(ti7 i it4+ 3 3 t t ft[i SLrf$ "Il allfla t f i il'4t j ( !a i (<j !( i] f g t °✓ ' I 7 S t • 0 e [Irl t fi! it t)f}� t j3 3 3�,itfr�l tIf '� <i t S iYP1 ffil+ig� l•#ilii iIf lt' 1 t [ } ' 1 7 � l T * ����' �iliY IIl�f3�'l t! r G[$• {{t�--tom✓t i $ i fi ft f ((��(i�•�� t ffi �" t tijl)311[ r t 8 I i' t ` f iJ j t i i s i i pa�litg¢ fw ' .'3'Ipr � ` 1 �• t EIEiffi�l 6�a fr ti � � t I j _' 3 r ; I f .,a ;• i t3. i i k s 3 r it i is l l i l I l 3 i3f$ j itiffif lif�l tj t F : t l i 1 '.i i'1. ? 3 1 5 t £ 4 ffi 1 5 t t t % if ffi ffi $ it i i Y 3 f t t it f i t is s 1 11't 1 s f t l t( f I t s,ffii:l ffi [ 1 S ! 1 f s s z l Itl� I Iti[ i, I ffi ;A t l Y • i l s t i t i t i t r ffi i i tfffi j jE}ffittl$[t!t a �f s [ r 1 t l � i I 4 3 � Ii l i 1f FiF*t if A t t [ t ' t t C i t t t ji l llli l31ffiI71 ; j a l j i, If`i1 il"Q 1 li, a£1 i r P tilt 1 SS31jlF,lli �1[ 1 I F `iffi ' iI,=If l'�iI,7 `[ J i i e ,[ l x 'Lj`.. i i i 4 t , t 3 �•ir ss Pt t t \5 t 1 iii[! [!iffi sit t s k[ I tit44 aVO ��.��� 3 in; i@ l if OPi�<��ii�i� (• ti t � � t )a % ` p. t l 31551 +e 5t j1 .S a � ii4 �t` \, a`\ Q • .{ @ o �`a 8\ d a\, i ♦ a l i hmt t �5'a i ffi a ' i a i• i e `t ms �BaW MJF -1 � GRAPHIC SCALE (IN FEET) 1 inch = 30 ft -SITE LOCATION MAP - NOT TO SCALE ZONING: 0-3 e NERAL OFFICE WITH CONDITIONAL U5E (CASE #Z-6240-13) 5EEPIN6 PATE5 C- RA55 5EEP PERGENTA6E5 GOP -r= PP_ACTlCr= PLAN 5Y+0-01- MAY I TO JULY 15 SUDAN - SOR6HUM :..........: mFILTER " 100% ®SILT -- 67% 33% a , • -STOW MAIN r :❖oe ® nor r -R..=r AREA STABILIZED -+ r ®SILT -E. DISTUREW -t - qr P50WENT VESETATION♦• ® SEDIMENT Tor ISTIURBE® r r - KTH - -eTATION U;4050N AM 5WRIENT CONTRO_ SRALL GRAPHIC SCALE (IN FEET) 1 inch = 30 ft -SITE LOCATION MAP - NOT TO SCALE ZONING: 0-3 e NERAL OFFICE WITH CONDITIONAL U5E (CASE #Z-6240-13) 5EEPIN6 PATE5 C- RA55 5EEP PERGENTA6E5 JAN I TO MAY I ITALIAN RYE KOREAN L£SPEDEZA SUMMER OATS 33% 33% 34% MAY I TO JULY 15 SUDAN - SOR6HUM 100% MAY i TO JULY 15 STARR MILLET 100% JUL 15 TO JAN I BALBOA RYE ITALIAN RYE 67% 33% a , 5C ALrrE NOW 33 F e 1, a < r r `• ------- 4, 36 E $LAND -15 am1 :If , $e rr ffi' rr t , f "`n- ....................._..,._»...,., i P i % sti aa'e ♦4tK'y tB yp tllY�m rmnas is xnffiass w%t�4i$dP `�+4 S� � ' i t l' f'' $ 'r r i rr q { f -- ♦+♦ „```•. ♦4 esa \ at ' S, )t � e2 t y l 9 i i l ---------- ------- ``•,.,,� �' \ is ay t s 5 [ i i i s iit i i 5 t b.s..�» ` ' \ a \\ tt { y 5 Sit -------- _-.----- » � � � a`� . � aa'\ p♦ as i \ s as A 5 S to a i 0 i y i i ^.''� -- ----------- r _..-_.........-..-...,Y `... ♦;. `v W ` \ : � s e st .ffi � i �" s t 'Jr✓^r f , f~a ,. � � c¢' ra v � .r, � .,...-.....- `'•-...„ � � �O k \ \ a°`e \ ®9 \ \ 9 a `a Sx i $ t i is ` ; '"..- ✓+a/ffi/'�-.....„"4-...,......................_,._.-_ ��b~`` .``\ `. 0 �a ` �` ♦a� �a'i.aaa '$ s a5t t i i s -.,,,'.- "ffir-.•r'' a✓ & lr°. l`.....�.,..,-•_•,....._..-.,....« .� ♦O^~\e; ' \ `''.` a O \ \ a ° ♦ t itS a T 5 t tfr ,` ,i* tr i t i S s -r,. 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