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PERMFILE60699
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PERMFILE60699
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Entry Properties
Last modified
8/24/2016 11:07:30 PM
Creation date
11/20/2007 6:49:04 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2000158
IBM Index Class Name
Permit File
Doc Date
5/18/2001
Doc Name
Riverbank Faxes
From
DMG
To
PLATTE SAND GRAVEL LLC
Media Type
D
Archive
No
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<br />MEMORY TRANSMISSION REPORT <br />n <br />U <br />PAGE :001 <br />TIME :NAY-19-01 09:56AM <br />TEL NUMBERI: +13036663567 <br />NAME :Colorado Division of Minerals 8 GeoloBY <br />FILE NUM3ER 1T9 <br />DATE NAY-IB 09:50AM <br />TO : 83037812643 <br />DOCUMENT PAGES 006 <br />START TIlE MAY-16 09:50AM <br />END TIME MAY-16 09:56AM <br />SENT PAGES 006 <br />STATUS OK <br />FILE NUM3ER :176 *** SUCCESSFUL TX NOTICE *** <br />STATE OF COLORADO <br />DIVISION O. MINERALS ANO G[OLO[ <br />~.V.nm.ana of Nnau,al R..ourcas Me I ~ <br />1> 1.1 zM1. m,.n aa.. Room >l a PeablC FaY NOfY 'rert ^e o N o <br />Onnvee. Coloa6a faur> Te O 1 v 1. a <br />h.n.:l>n.tl _ ~. .... ~.. M 1 Iv a Rw r_ s <br />- 3 G E O L O G Y <br />MaY l7, 200 ] r~ i. an A t i o N <br />Rocky Hof7aehneidar sm La..e... <br />Plate Ssad 8c Gravel LLC c'^"'^`O• <br />P.O. HOX 180 Ems r. °" <br />Littleton, CO 80106 -. vlr°c~w <br />Mmns~s.[ <br />oh...... v:,~.e. <br />li.E: RlverbaalL aad Ple Slope Armorlog Proposal. Tsehaleal Reviaioa <br />to SdkA Mlaa Seetlop 112 Raclamatloa Permit Application. Plaice <br />Valley goad sad Grave4 Flla No_ M-2000-130 <br />Dear Mr. Hoffachnvider, <br />Plats Send 8L Gravel LLC has provided a [eehnleal rw ision 1TR) to Further addrsaa concerraa wish erosion <br />po[en[lal [hrough Lae gravel pit mining cello during a Isrge flood rent The TR Ineludea sn illustration of <br />locations that the ApDliemt hd determ fined [o be sensitive arena with the potential f exc a erosion. The TR <br />inoludee s propevsl and designs ro subiliz errain of mess potentially sensitive areas by arm rmg through the <br />placement of riprap. The TR nlso includes coat eaximaroa for the plscement of riprap and a description of Las <br />timing of riprap Installation rolntive to the sequence of ezcavation in the gravel pica. The Diviaion•e review oFthe <br />TR is broken out into four sec[ions iv [his memorandum as follows: <br />e The daecnainaxion of locations that may be aubjec[ to erosion during a Iergo flood. <br />e Ths specification and drawings that will govern the s ang and placement of riprap. <br />e The estimated cos[ to pvrohase end take delivery of riprap Last meets specification. sad to inrtall iha riprap in <br />accordance with designs and drawings approved by Lev Division. <br />e The tlmeteble £or riprap inamllatfon, in Particular the installation oT [ht/ rlVerbenk riprap. <br />As a rominder, the purpose of the flood convo VmiLgstion plan is tom ze the potential for exeeaslve sc ring <br />and v o£pi[ alopcs and of berms protecting critical sirucmros such as ages pipslvaes, grad of ofAite lanpnets <br />duo to aediaraentariov or roaligvmant o{the e7<irting river ellannel. <br />Rlprep Locmioas <br />In order to prey®t me s rhat may be subjett to a r during a flood vhovld be ermorod_ To <br />Iden[ify sross of scour, the depth end veloclry of floodwamra should be estimated end the gradation oT the soil and <br />ubsoll (sand and gravel) may be ertaraincd along with vegermion characterls[Ics LO demrm ins /f the erosive power <br />eF the flood will taut into the vegsmtion and soil. Placement eF ler8er sad heavier memrlal (riprap)- that eeaatot be <br />II1'kvd end moved by floodwater, will prwenL vroslon and down cutting in locations identi£ed m be prone to scour. <br />There aro a nutvbla• of published c mpuut:onal methods s ailnble to deaerm ins L[e sizing end gradatiora of riprap <br />required eo armor against erosive flows of tllTeront veloehiea. <br />Deprh and velooiry of fioodwaffi in ezponenrially in flood event/ of incroasingly lower probsb[liry o£ <br />eurrence_ Ths ten-percent annual ahenco flood (Lte ao-celled ten-year flood) roau lta in a svbsmratially Ivwer <br />flo , depol, end vvlociry then acne-peroant annual chance Tood (L[e 100-ye.r return period wens). Designs for <br />armoring againrt erosion during a 100-yenr flood would moat likely fail during a much larger- but longer raum <br />
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