2026/l 2027l Update)l 100%l Verifiedl
Questionsl &l Answersl |l Gradel A
Q:l Minimuml Standardl 7
Answer:
Cutl andl Filll Slopes
rougheningl thel surfacel ofl thel slopel decreasesl runoff,l lowersl thel velocityl runoff,l
increasesl waterl retention,l andl leadsl tol betterl seedl germination
slopesl thatl arel foundl tol bel erodingl excessivelyl withinl onl yearl ofl permanentl
stabilizationl shalll bel providedl withl additionall slopl stabilizingl measuresl untill thel
probleml isl corrected
Q:l Minimuml Standardl 8
Answer:
Concentratedl Runoff
shalll notl flowl downl cutl orl filll slopesl unlessl containedl withinl anl adequatel temporaryl orl
permanentl channel,l flumel orl slopel drainl structure
outletsl ofl thesel drainsl needl outletl protectionl tol preventl erosionl froml thel concentratedl
flow
sizel ofl pipel dependsl onl drainagel area
temporarilyl conductl concentratedl stormwaterl runoffl safelyl downl thel facel ofl al cutl orl
filll slopel withoutl causingl erosionl onl orl belowl thel slope
Q:l Minimuml Standardl 9
,Answer:
Waterl Seeps
wheneverl waterl seepsl froml al slopel face,l adequatel drainagel orl otherl protectionl shalll bel
provided
cutl andl filll operationsl mayl exposel shallowl aquifersl orl groundwaterl tablesl froml whichl
waterl mayl seepl throughl thel sidel ofl al slope
Q:l Minimuml Standardl 10
Answer:
Inletl Protection
alll storml sewerl inletsl thatl arel madel operablel duringl constructionl shalll bel protectedl sol
thatl sediment-ladenl waterl cannotl enterl thel conveyancel systeml withoutl firstl beingl
filteredl orl otherwisel treatedl tol removel sediment
storml sewersl arel designedl tol efficientlyl transportl stormwaterl awayl froml thel site,l sol
whenl sedimentl entersl thel storml sewerl system,l twol negativel effectsl canl occur:
1.l whenl velocityl ofl flowl isl high,l muchl ofl thel sedimentl willl bel quicklyl transportedl tol
thel nearestl receivingl channel
2.l whenl velocityl ofl thel flowl isl low,l thel sedimentl mayl bel depositedl inl thel pipesl
resultingl inl cloggingl andl potentiall floodingl ofl al sitel duringl storml events
preventsl sedimentl froml enteringl storml drainagel systemsl priorl tol permanentl stabilizationl
ofl thel disturbedl area
Q:l Siltl Fencel Dropl Inletl Protectionl vs.l Blockl andl Gravell Dropl Inletl Sedimentl Filter
Answer:
Blockl andl gravell dropl inletl -l willl havel tol cleanl outl regularlyl butl won'tl getl damaged.
Q:l Minimuml Standardl 11
Answer:
,Outletl Protection
beforel newlyl constructedl stormwaterl conveyancel channelsl orl pipesl arel madel operational,l
adequatel outletl protectionl andl anyl requiredl temporaryl orl permanentl channell liningl shalll
bel installedl inl bothl thel conveyancel channell andl receivingl channel
preventl scourl atl stormwaterl outlets,l protectl outletl structure,l andl minimizel potentiall forl
downstreaml erosionl byl reducingl thel velocityl andl energyl ofl concentratedl stormwaterl
flows
providesl energyl dissipationl froml thel concentratedl dischargel froml al pipel orl channell inl
orderl tol preventl erosionl andl providel al stablel transition
mustl constructl atl zerol gradel (sol itl slowsl downl waterl tol slow/preventl erosion)
Q:l Minimuml Standardl 12
Answer:
Watercoursel Construction
whenl workl inl al livel watercoursel isl performed,l precautionsl shalll bel takenl tol minimizel
encroachment,l controll sedimentl transport,l andl stabilizel thel workl areal tol thel greatestl
extentl possiblel duringl construction
non-erodiblel materiall shalll bel usedl froml thel constructionl ofl causewaysl andl cofferdams
earthenl filll mayl bel usedl forl thesel structuresl ifl armoredl byl non-erodiblel coverl materials
usel ofl non-erodiblel materialsl preventsl damagel tol thel streaml bedl andl sedimentation
Q:l Minimuml Standardl 13
Answer:
whenl al livel watercoursel mustl bel crossedl byl constructionl vehiclesl morel thanl twicel inl
anyl six-monthl period,l al temporaryl vehicularl streaml crossingl constructedl ofl non-erodiblel
materiall shalll bel provided
, Q:l Utilityl Streaml Crossing
Answer:
helpl protectl sedimentl froml enteringl thel streaml froml constructionl withinl approachl areasl
andl minimizel amountl ofl disturbancel withinl thel streaml itself
Q:l Temporaryl Streaml Crossing
Answer:
providel al meansl forl constructionl trafficl tol crossl flowingl streamsl withoutl damagingl thel
channell orl banksl andl keepl sedimentl generatedl byl constructionl trafficl outl ofl thel stream
Q:l Minimuml Standardl 14
Answer:
alll applicablel federal,l state,l andl locall requirementsl pertainingl tol workingl inl orl crossingl
lovel watercoursesl shalll bel met
alll applicablel permitsl needl tol bel obtainedl andl needl tol bel availablel onl sitel beforel
constructionl inl livel waterl coursesl mayl start
waterl bodiesl mayl bel identifiedl throughl wetlandsl delineation,l followedl byl al
jurisdictionall determinationl byl thel U.S.l Armyl Corpsl ofl Engineers
wetlandsl andl streamsl andl otherl waterl bodiesl andl thel impactl onl thesel waterl bodiesl arel
usuallyl indicatedl onl plats,l sometimesl includingl permitl numbers
*jurisdictionl orl wetlandsl andl shorelinesl inl coastall areasl andl areasl underl thel Chesapeakel
Bayl Actl mayl havel complicatedl jurisdictionall divisions
Q:l Otherl regulatingl agenciesl involvedl inl livel watercoursel activities
Answer:
-l U.S.l Armyl Corpsl ofl Engineersl (404l permit)