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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 /> <br />PACE :001 <br />TIME :MAY-16-O1 10:36AM <br />TEL NUMfiERi: +1303666?567 <br />NAME :Colorado Division of Minerals 6 Geology <br />FILE NUMBER 186 <br />DATE W1Y-16 09:56AM <br />TO : 83032836705 <br />DOCUMENT PAGES 006 <br />START TIME MAY-16 10:36AM <br />END TIME MAY-16 10:36AM <br />SENT PAGES 006 <br />STATUS ON <br />FILE NUMBER I66 *** SUCCESSFUL TX NOTICE *** <br /> STATE OF COLORADO <br />OIV ISION OP MINERALS ANO GEQy~ --. _ .. __ -- . <br />OePr. m,.na of Na[Yral R u <br />131 ] aM1. m,.n 5[.. Room~~ 6 Poe[-1<~ Paaa NOIn 7e7"1 nor ( .°pMe v [ N u r <br />a [ n <br />oon.,o, csis..ds emo] <br />Phnn.: ['IOII a66-]Sar 1b Pr.m M [ H E RA L S <br />fA%: I]O])aJ3-a106 Cola•PL Ce. ~ <br />G E O^ O G Y <br />May 1 7, 2001 Pbn. A Pw ikI s - iw is4r a <br /> <br />Rpcky Hoffachneidsr <br />Plante Sand 6L Gravel LLC <br />a <br />P.O. HOX 1 60 ems„! <br />" ~,,, <br />w of <br />L/vleron. CO BO106 <br />:::e <br />v.: <br />w~ <br />~ <br />o <br /> <br />RS: Rlverbanic <br />avd Pit 8tope Armorlvg Propose[. Tacbvtul Rwislon ~ <br />r <br />. <br />. <br />, <br />to Sdkli Miva Saetiop 112 Raclamatiov permit App1[eatloa• Pietta <br />Vattry Saad sad Gravel, Fira No. M-3000-138 <br />Desr Mr. Holr ehnslder, <br />Plassa Sand 8c Gravel LLC has provided a technical tavlelon (TR) to further address ooneema with erosion <br />potential through the gravel pit mining calls during a large flood w nt_ The TR includes an Illusmtivn oY <br />locations that the Applicant has dstentllnad so by senaisiva nrcsa with the potential for exceaa(ve aroaion_ The TR <br />includes a proposal avd designs so stnbilize certain of shaae potentially sensitive erou by armoring drrouglr rire <br />plat snt of.iprsp_ Tha TR also includes tour astimssas Yor the piacament of rlprap and a daacriprion of the <br />timing of ripmp /natellaeion relative so the sequence of excavarion in lha gravel pits. The Dlvieion's rwlew of she <br />TR is broken out into £our sections in this msmorandum Y follows: <br />The determination of locations that may be eubjner ro erosion during a large flood. <br />The specification and drawlrags the[ will govam <he li ng and plneament of ripmp. <br />e The ast(maxad coat to purchase snd take delivery o£riprap that masts apeci£cati®, and W (nssall she riprsp In <br />ordanca with designs and drawings apprwad by lhs Division. <br />a The timeuble Tor riprsp ivatallativv, in particular the inssallasion oT the riverbank rlprap. <br />As s rsrraindsr, the purpose of the flood con[ro Vmisigstion plan (s to minim/ze [hs pognc:al for exnesalve scouring <br />end erosion oT pis elopes and o£bertps protecting critical svuesuree such as gas Dlpalines. and of ofTalse impaco <br />due to sedlmentarion or rcalignmrns oS She exiaring river channel. <br />Riprgp Locorler•r <br />In order to pravenr vacess(ve erosion, aromas that may be su4lect to scour during a [food should be ermorod. To <br />identify areas of scour. the depth and velocity of floodwatma should be estimated snd she gradation of she soil and <br />subsoil (nand and gravel) mny ba etrarrllnad along wish vegetation e1]sraervrlrties to deRarmine If rise arpsive power <br />of the flood will cut (stn the vegeution end se:l_ Placorl¢nx of larger end heavier maeeriei (riprsp), these o nos be <br />liftsd snd m vsd by floodwemr, will provent erosion end down cueing in locations (drntiflcd ao bo promo m scour. <br />There ma s number oC published eomputeslooal methods avnilnbls to determine ehs eizing and gradation of riprsp <br />xqu(rcd to armor against erosive flows of dill rant veloc(tlee. <br />Daprh and velocity of floodwater iareransas axponentislly in flood events of in mlltgly lower probnblllry of <br />oeeurranee. Tha ran-peresnr annual chmca flood (the so-called een-year flood) rcaulsa In n subatanslnlly lower <br />flow, depth, end velocity Lhan none-percent annual chance flood (the 100-ymr ratum period wmrt). Designs { r <br />armoring againa[ erosion during s 100-year flood would mom likely fail during a much larger, but longer retvm <br />
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