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INSPECTION & MAINTENANCE: <br />u INo� IuI I uI wpwu xi ipping. <br />include additional requirements to correct problems identified or <br />1, operation, maintenance, weather or seasonal conditions. <br />TEMPORARY SEDIMENTATION BASINS: <br />d <br />t <br />E <br />m <br />(0 <br />46 <br />a <br />N <br />0 <br />0 <br />0) <br />3 E <br />a <br />O <br />y = <br />Q @ v <br />v 9 v y N y <br />ti <br />3 7 y <br />v U C 30 <br />0 �' O = <br />E <br />(0 U m @ ,>,. <br />0 .r@ O ✓0i 0 C '� C <br />U1 2 UDD V 0 v L 0`0 <br />15 <br />r O E m <br />2 m y E C -6 v v E <br />U a p C C v <br />C v 'o Q @ ` @ v <br />9 N `O N 9 v E m I- <br />D Q O 0 <br />p+ v E ` Q 0 <br />_a v 0 Lam, o E> O <br />O -m E v C +. ° N <br />v ° <br />C C L j O L `) -m <br />p O(0 N O v v, <br />U L .@ L L~ O a <br />To L '0 N = C ° m <br />C 2 E- v _ E ° c v <br />O 0 (a (a c cu Q v <br />(0 O c >. 7, : 0) v <br />p a > <br />0_0 U. v 9 0 v r <br />0 ap p 0 Y C L <br />C C U O v N C <br />73 <br />E v E U c (a <br />-p .- E = m ) 00 v <br />(0 c °U ` > -O O_ = .> <br />a <br />` <br />>) 0 . 6 U v 0 <br />U .2c-c v C L v <br />2 O E v m ac <br />0a Epn <br />°-v o E <br />v <br />m <br />O .0 pE <br />6 v v@ I- _y <br />2 v-2U yo0 <br />c cO ,mo 'n p(0v Ca <br />g. <br />0a—0_ 0@v,C 0 3 Q <br />pO 0O v 0 y> <br />LO v v L <br />a'° v 30- U 4E °.r+v+ <br />c E 0320°3Oe <br />a <br />E E m 0 3 E Q v 73 0 3= <br />-o oU m E° c v L ma <br />@ .v = 1' <br />v, O E O L 9 U U N (0 v <br />-6 ul v C 9 0 a 0 L <br />(a m vOi C t p= U v v- <br />O C L 0 (a O To _ v c <br />Q@ E i,yC O O (a Q <br />E a O. v o0 a.+ g E m <br />m y E o, 0 E c E c c 3 <br />+` <br />m a) a m = <br />a YO <br />O a-. O <br />@ C <br />'V E c v <br />O N v -8 <br />(0 CIO <br />0) Q d <br />L-. d <br />v d <br />0`00 0 9 <br />@ @ 2N <br />✓2 C Og Ti <br />O @ <br />a o v o <br />C <br />0 O > <br />(0 U (0 a <br />3 a' <br />a -c <br />E 5 6-c <br />O <br />3 ,.% <br />tnj E <br />U <br />C `0 (0 <br />@ CO <br />C _cE o' <br />(0 + <br />3 L 0`00 a0+ <br />m <br />p_ 3 L <br />00 C ' 2c 111 a n <br />,8 U <br />E <br />L p) <br />0 0 p_ O j @ Q <br />p .E E > <br />O C O m + <br />(0 .. 0 0 <br />be delineated on the project before site work begins. <br />C <br />O <br />= <br />c <br />v <br />1 1- <br />0) <br />(a <br />ra <br />ra <br />+0) <br />v <br />0 <br />_ <br />v <br />L <br />0 <br />Q - <br />Excessive sediment -laden water that is not properly filtered will not be permitted to discharge from site. <br />DEWATERING AND BASIN DRAINING <br />N <br />r <br />.- a) <br />O <br />� U <br />C <br />3 E <br />ra <br />Q <br />_C <br />m v <br />C <br />_ + <br />a 0 <br />C C <br />O ` <br />-2 -0 <br />a <br />+• c <br />m (a <br />0) <br />a <br />3 0 <br />C <br />(O <br />3 0) <br />L <br />O <br />c E s Q <br />45 = 2 N (0 p v m <br />0 0) EO v +-' 00 v .— <br />U <br />H v L <br />v <br />C <br />v @ <br />O (0 9 <br />0 C t •C <br />0_ <br />(.0 C p_ <br />E .0 v <br />2 C E m <br />(0 c a) (a <br />° 0 + 5 <br />E0 45 +0 0 <br />m Q <br />N 0- m <br />L 0 N <br />U ` 1,33 <br />0} <br />a E v U <br />_ o 3 a <br />= E c v <br />m v E vo <br />c `O <br />'C Y w O <br />.@ a) U '. Q <br />0 = <br />° _ v O <br />C (0 > @ <br />w — <br />S c 3 C Q <br />O <br />ao N C >- <br />C C v c .5 <br />= v U <br />v 9 O <br />p - <br />3 N l 0 <br />U O N <br />-° v y U Q <br />O 6 0i 0 O <br />p Q 3 C Q <br />v 0) C 9 a <br />N +L @ _ (a <br />C _O C C <br />N 0 0 y O <br />v L O <br />@ N <br />3 .0 <br />N O +0+ 2 O <br />nl <br />r @ c <br />c v m <br />@ <br />v E � 9 <br />E a ' v <br />a N4. Y o <br />pOC) vo -O v <br />C v (a <br />a (0 (o C = <br />-2 E V (p <br />H Ca_ -0 0 (0 <br />U '- (0 > C <br />(0 p C 0 '(a <br />-p 0 <br />= v .- 0 <br />v)aaa 0 <br />v <br />9 v <br />o E <br />a a <br />v 0 <br />v <br />C (0 <br />O -0 <br />C <br />O <br />a <br />C <br />O m <br />U CO <br />O <br />C <br />C <br />O 2 <br />m (0 <br />V' <br />_ <br />° <br />C V <br />v N <br />E <br />) <br />00 a <br />O 0 <br />C= <br />v <br />E ;g <br />a 'n <br />0 o., <br />9 <br />(a m <br />POLLUTION PREVENTION: <br />O <br />v <br />0.0 <br />ra <br />a <br />C <br />v <br />O <br />a`) • <br />y <br />U @ <br />-00 E <br />C <br />= O <br />v ✓) <br />L aL-. <br />5 3 <br />E <br />0 c C c <br />(0 O <br />= U <br />0 <br />°-E <br />L <br />U . <br />@ E <br />O <br />a <br />@ C <br />v m <br />v <br />O <br />v C <br />C (0 <br />v <br />> E <br />t > <br />(0 <br />w <br />C <br />_ CO <br />a <br />O 9 <br />o_a <br />0o y <br />C U <br />a v <br />'5 O <br />m OQ <br />Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials must be under cover. <br />;etated areas where feasible. Velocity dissipation devices shall be <br />ctical or as indicated in the plans to minimize exposed soils. <br />Solid waste must be stored, collected and disposed of in compliance with Minn. R. CH 7035. <br />FINAL STABILIZATION: <br />Final Stabilization is not complete until all of the following <br />O p C c 5 C It > <br />Lv c.4. <br />a.+C vC CIO <br />+-' <br />C o C O C v@ m N C O <br />p-<9O'0CCU°- �, 3 <br />v OEE (a O O L <br />Ili E a `O 33 <br />>Y> C -0t (v vT5- v C a' E a C <br />v>C O al `v 0 O <br />v`L3co0 <br />'O� av= N@Cv 2 OC LE <br />a., v tits 0 O n v CQLm 3 L 00_ L0 <br />N v ~vWV(0Q C 0 +00@ E a O <br />Z >0v° E> U 0p U O a <br />_c -0 V ` C' <br />rat0 (,i <br />E0o N O3 >C O O 0° s@ O o v E aC m° <br />o N vto = a °v 0 <br />-0 v 1.2 C 0> <br />o 2 i E m o E -a V' L <br />a Q Q d o 3 v a m �:E m <br />N M V <br />O p_ m <br />-6 = N <br />v c <br />@ v <br />O U <br />2 O v <br />3 E a <br />v i+ v <br />m <br />= v <br />p a O <br />v v <br />@ <br />E o <br />v > <br />(0 L <br />U 5 <br />L Q.,Q <br />v — > <br />L 3 c () <br />(a 9 <br />v N <br />(0 O = <br />Q E <br />@ 3 a <br />E . L <br />O N <br />v E <br />w O <br />00 9 00_ <br />C (0 ✓_, <br />a ° <br />v <br />3 C <br />Q Q <br />v Q `O <br />U a Q <br />E 00 CO <br />C <br />U @ <br />3 <br />a @ <br />y v +L <br />(a c a <br />N v C <br />> 0 O v <br />a Q To <br />v v <br />9 v <br />m E <br />O 8 <br />a <br />m a m <br />v <br />(0 @ (0 <br />U O _c0 3 <br />E <br />0 <br />O (0 <br />C <br />_ 0) <br />2 a <br />0) C <br />5 <br />v <br />O <br />O v <br />v U +) <br />0 > C <br />a O <br />vy -0 <br />C w v <br />-0 > O <br />a @ @ <br />O 2 T <br />E m <br />0 — C <br />E s m <br />v p 00 <br />L - av <br />0l C <br />00 <br />v n v <br />'T' C p <br />v z <br />E <br />O <br />0 a <br />v (0 <br />4L- C O <br />C a O_ <br />0 v -o <br />a0 C <br />C m <br />L C O <br />o OU O. <br />C L <br />v cup- <br />7-0 <br />E L + <br />Q = <br />g(0 E <br />m <br />0 nl Y <br />O 0o > <br />N L U <br />@ <br />LE a, 00 <br />CL,> 3 C <br />L <br />o� 3 <br />° E <br />X `O L <br />a N <br />°3 Q <br />(0 O O <br />Q <br />C C <br />L p v <br />C a= <br />O u m <br />(0 v 3 <br />5 <br />v 0 0 - <br />= p o <br />0 U <br />= C 2 <br />O <br />O _c <br />_C@ 3 C <br />@ 5 C <br />v O <br />+0. L <br />L N E <br />3 o o v y <br />° 3 w n <br />nl S O E <br />v @ C <br />0 a 6 <br />3 v <br />U C <br />C +� <br />O p 3 y <br />> a 0 <br />C ++ <br />a (a — <br />v -p C <br />= 2Y <br />0 6 O = <br />00 -6 t 3 <br />5 s 3 O <br />3 C O ') <br />O <br />-o U p v <br />? v 2 0 <br />v m L <br />> () O <br />C U 0 U a <br />(0 a (0 C <br />a CI)_6 CO <br />3 0) L (0 v <br />6 <br />' a L = v v <br />@ @ E m <br />Li ° <br />O C c U <br />N O O <br />a) .7 C L o <br />E <br />C (0 C = Q <br />- co O E <br />C . c a <br />W U 5 p <br />al <br />U ` <br />> c a Q v <br />.0 O c , a. <br />v U 0 (a <br />O v U <br />W y0 m CO 4- <br />ai <br />