HomeMy WebLinkAboutB19-0661 ECPs65'
SITE BMP & EROSION COITTROT
BEST MANAGEilEITT PNACTTCAS1. gf^ÞlLlZED ENfRYt TRoVIOE 3' fO 6' FR^CÍURED ROCK 5ø' LONG X 15'
WIDE ÞY 6'OEE? OVER CON9TRUCÍION GRADÉ FAÞRIC2, ALL 9OIL9 ÍRACKED ONÍO PAVED ROADWAY9 MUgf ÞE CLEARNED UP ON
^ DATLY øAslã. WHEN 9ÍREEÍ9 ARE wET 0R DURING ,1 R^lN EVENÍ
ÍHERE 9HALL ÞE NO ÍRACKING OF 90¡19 ONÍO fHE 9TREET.5. 9ÍAKE gTR,\W I,I/AÍÍLE9 ÞEHIND CURÞ OR SIDEWALKg4. TLACÉ RoCK ÞAGe (MtN 2 PER efDE)
^1 ^LL
DR rN tNLEf LoCAfloNs
WIfHIN 15ø' OF fHE PROJECÍ gITE5. IN9ÍALL INfERNAL gILf FILfER âAGg ¡N EACH DRAIN INLEÍ6, gf AâILIZE. ALL DI9ÍRUOEO EOILS IN fHE FRON YARD AREAg WITHIN 15'
OF ÍHE ÞACK OF CURÞ OR 9ÍDEWALK. DIgPERgE AN9 ÍACK.IN 9ÍRAW. OR
U5E VIgQUEEN OR EROgION CONÍßOL ÞLANKEÍ9.7. 5TAâlLlzÊ ALL 9L^0PE9 WHERE ERO9ION COULD OCCUR AND C,\U9E 9lLT
RUN OFF UgING PRODUCÍ9 LIgTED IN ¡fEM 6 AÞOVEø, ALL PAfNf, FUEL, CONSÍRUCTION ?ROOUCTâ, EfC 9HALL 9E gfORED IN A
CO(ÊREO LOCAÍION AWAY FROM SÍDEWALK9 AND STORM DRAIN INLEÍ99. PORTAÞLE CHEMICAL TOILETg, IF ?RAIWED ON THE gITE MU9f OE KE?f
OFF fHE gfREEfg AND gIDEWALKg AND AT LEAgE 5ø'FROM fHE
NEARE9Í 9ÍORM DRAIN INLEÍ
1ø, ALL ÍRAgH MUãT ÞE COLLECÍED AND gTOREP PROPERLY. DO NOf LEf
¡fEMg gUCH A9 DRYWALL MVO OOXE', PAINÍ AUCKÊÍâ, CLEANING
MAÍERIAL CONTAINER , ETC, COME IN CONTACÍ WIÍH ANY RAINFALL OR
9ÍORM WAÍER RUNOFF.
11. TROVIOE ^ DESIGNAÍED
^REr\
FOR CONCREÍE W^9HOUT. H^Y Þ^LEg
LINE9 W¡fH VI9QUEEN IVIAY øE UôEO FOR fHI9 A??LICAÍION. ROLLAIVAY
ÞlN9 t"l Y AL5O ÞE UãÊ.D. ALL CONCREÍE wA9HOUT 9YgfEM9 9HALL ÞE
?LACED OT'F OF THÊ. ?AVEO gÍREETg
12. AFTER INSÍALLAÍION OF THE AøAIE IfEMs I9 COM?LETE, A }IAINENANCE
PROGRAM NEEPg fO OÊ OEVELO?ÊO TO IN5URE fHE CONÍINUED
EFFECÍIVENE99 OF YOUR ÞMPs
I
I
I
ß{zf
ËIËf
I
I?LACÊ.1øø LF
STRA
WATTLE
46'--129'
+
B3ô
¡
I
5r
WELL
HOU9E
(E) POWER
?OLE
o
5ø'
25',ors rl¡r+r '.)¡
I
L.?
RoADW Y F0ID$I nDCE H)--t7l'EMHff-
-
r -
-
r r
-
- -
-
- -
/Î\EROSION CONTROL PLAN
1ø'sIlE DEVIII)]üIIIT CCBC 4.106
?ROJECÍS WHICH DI9ÍURÞ LE99 ÍHAN ONE ACRE OFgOfL AND ARE NOf PARÍ OF A LARGER COMMON PLAN
OF OíVELO?MENÍ WH¡CH lN fOfAL DI9ÍURÞ ÌyIORE THAN
ONE
^CRE
9HALL M N,\GE 9ÍORMW^ÍER DR^IN^GE
DURING CON9ÍRUCÍION.
STTE DNilTTACE f,4OI.S
DIVERf gURFACE DRAINAGE fO A gTORM gEWER
CONVEYANCE OR OÍI.IER A??ROYED POINÍ OF
COLLECÍION ÍHAT DOEg NOf CREAfE A HAZARD.
LOT9 9HALI AE GRADED fO DRAIN gURFACE WAÍER
AWAY FROM FOUNDAÍION9 WALLg. THE GRADE gHALL
FALL A M¡NIMUM OF 6 INCHEg WIÍHIN THE FIRãT 1ø FT
+l-
(E)ORAYET DRIYEWAY
(E) cÂaac
+l- 6% 5LO?Eæ
64'55'
tøl
- 143'
Ò76%
coNgfRucf gÍAþtLlzEo
CONCREÍE WA9HOUÍ
ì'vlfH SÍR^W W ffLE
PER,IMETER
munüoN
t4628 F0IrSf, nlI)CE [I]
mcalJrÐ ca 9s954
APN¡ ll6l.Sl0{n9
CON9ÍRUCÍION ENÍRANCE ?ER
ÞMP NOfE 1
PtAN l'=50'
AUSDÍUS
AUgMUg ENOINEER¡NG
951I PENZANCE AVEcHtco. cA 9597Ð?Ht gøl621-26,4ô
ERICAU 9MU goGtvl^ tL.COM
(5L!ú
*
OF c
FEäËiÐE<
EË E{ Lt rç
EH fE
=ãÉä
ç
-zot-s-v(J(fl
t¡l6
¡¡Jt-
ô I
ENOSION
corïra0r
PLTN
AO