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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 />r~ <br />L~ <br />PAGE :001 <br />TIME :MAY-16-O1 10:4TAM <br />TEL NUMBERI: +13036663567 <br />NAME :Colorado Division of Minerals [ CeoloeY <br />FILE NUMBER 199 <br />DATE MAY-19 09:59AM <br />TO $19703561111 <br />DOCUMENT PAGES 006 <br />START TfME MAY-16 10:43AM <br />END TIME MAY-16 10:d7AM <br />SENT PAGES 006 <br />STATUS ON <br />FILE NUMBER :196 *s* SUCCESSFUL TX NOTICE *** <br />STATE OF COLORe°~O <br />DIVISION OP MIN EQALS ANO GEOLtOGY __, _ _ <br />Oaparnnrn[ o! Na[ural Resourwt - <br />1 ] 1) 91,~rman 5[.. Room ~l ] <br />Onnver, Colorb[!o 90]03 <br />Aone: 1]9]1 966-)ib> <br />fA.x: (]O)) 9]3-9109 <br />May 17, 2001 <br />Rocky Hoff chnaidar <br />Plnrte Sand !~ Gravel LLC <br />P.O. 80X 1 BO <br />Lialeton, CO 60106 <br />Peat-IC Fan N°t¢ 7e"rl °° a ~ <br />G./nepl C•. <br />MI N ~AALS <br />p E 0„ O G Y <br />:Irw)xla.r~f9~a <br />G....~..s... <br />e ~ Vii.: oi.:r,v. <br />Ian..) s. Lens <br />olw,e.. ol.c[Ie. <br />R'$: Iilverbavlt avd Plt 9bpe Armwrieg Proposal, Teehvfaal lisylalon <br />to Sdo<8 Mlva Saeitov 112 ReGamaHOV Passnlt Appgeatioa, Pla[b <br />Valtsy Sand avd Gravel, Ffla No. M-2000-13g <br />Oew 1V[r. Hotfcchneidw, <br />Plnrte Sand $ Gravel LLC has provided n technical rwla:on CCA) m fLlther address conc¢ma wilt erosion <br />potential througfi the gravel pie mining veils during o large flood teens. The TR includes an Illuexration of <br />locations that the Applicant hu dcxermiaed to bs s sixivc me with the potential for excessive erosion. The TR <br />ncludss a proposal end designs m arabiliza veru:n o£thesa petantlnlly a :ve weu by ormoring through 4[s <br />placement of rlprap. The TR also includes coax cac:matss for the plvicemenr of ripmp and a description of the <br />timing of ripmp insmllarion rolexlya to she sequsnee of azeavatlon In rho gravel pie. The Division's revises of the <br />TR is broken out tam Four sections in this memorandum es Follows: <br />The damrmina[lon of lovatlons that may b¢ subjevt toe n during a Iwge flood. <br />• The epceiflcaslon and drawings rhrt will govern xha siz pg[ana placem¢nx of rlprap. <br />The estimated vort m purvhass and take delivery of ripmp that meeo speclTicaLOn, and to Install the rlprap In <br />cordmce wlrh designs and drawings approved by xha Division. <br />• Tha dmemble for ripmp installaeion. in pwrdculw the insullaxion oEthe riverbank ripmp. <br />Aa n reminder, the purpose of ehv flood convol/m1[lgatloa plan Is ra minimize the potential for exarssive scouring <br />and erosion of pit slopes and of berms protecxing critical atnrcmrcs such u gam pipelines, sad oT Offsits impa¢[e <br />due m svdimevmx{oa or realignment of she azisting river channel. <br />Riprgp LornHnvs <br />In order to prevent eacvsasive w nrces xhat may ba aubjecr m scour dur'utg v flood should bs armored- To <br />identify areas of scour, the depth end vslociry of floodwaters should be estimated and the gradation of the voil and <br />subsoil (sand end gravel) may bs examined along with ycgemtion chsrwctar:acies xo darerm ins if the erosive power <br />of the flood will cut inm rite vagautlon and soil. Placement oT largw and heeviw maur:al (ripmp), skier owrmot ba <br />lifted and mwsd by floodwam, will present erosion end down Dotting in locations idenrifled m be prone to scour. <br />Thos era mbar oT publ/ahsd ¢ mputaxionnl m¢thoda a wilnbla m dctcmiine she sizing and gradation of rlprap <br />required to armor against wosive Slows of different velooitiea. <br />L)eyth and valoclry of Floodwamr increases exponential ly in Tiood svents of incrauingly lower probability of <br />reno¢. The ten-perc nt ann al shears flood (xha so-called ten-year flood) rcaulra in a substantially lower <br />ilnw'depth. and velocity than none-peroent art[[ual chance fleod (the 100-yew roturo period avant)- Designs for <br />armoring againa[ erosion during a 100-yew flood would mort likely fail during s much Iwger, but longer return <br />
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