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Last modified
1/26/2010 10:10:59 AM
Creation date
10/5/2006 4:43:21 AM
Metadata
Fields
Template:
Floodplain Documents
County
Crowley
Community
Ordway
Stream Name
Arkansas River
Basin
Arkansas
Title
Drainage and Street Design Manual for the Town of Ordway
Date
1/1/1987
Prepared For
Ordway
Prepared By
Simons Li & Associates Inc.
Floodplain - Doc Type
Project
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />d. Flows aM velocities W:i.ch DBY = at a design paint liIen the ~ucau area :Is <br />fully devel.0ISl shall be cmsidered. Drainage fac:l.lit1.es shall be so desigrBI soch <br />that :increased flows aM velocities will oot cause erosim dmBge. <br /> <br />e. 'lbe use of <J1-Bi.te detentim and natural dmInageways :Is I'A. ...,~ded mil E!ICOIIl'Ilged <br />whenever possible. 'lbe changing of mbJral. drainageway lacati.aIs will oot be <br />approved unless soch change :Is sOOwn to be without UIlI'e8P"""'h' p Imard and <br />liRhility, substant:lated by through analysis, and i.nvest:igatim. <br /> <br />f. 'lbe planning and design of drainage systaIB shall be such that prob1.eJB are oot <br />transferred iran (lie 10catim to another. QItfa11 points shall be desigrBI in such <br />a ommer that will rot create flooding ha2ards downstrean. Irrl gl'Hnn ditcb!S <br />shall not be used as outfall paints unless such is sOOwn to be witlDut Imard <br />substantiated by t:Imough hydrau1:l.c engineering analysis. Approval. of the ditch <br />canpany is required prior to ,.,..,<rinE""8t:ion of any proposal to the Town. <br /> <br />g. To evaluate the interacti.m of :irr:igatia1 ditcb!S with a DBjar dra:lnaga.ay for the <br />jIll1XlBE! of basin delineati.cn, the irrigatim ditch shall rot be lJt'ili7P<l as a basin <br />bouOOary. 'lbe ditcb!S are expe::ted to be flowing full ar near full during stornB, <br />therefore, the tributary basin nmff is 8SS1.".,n to f1o\f across the ditch. <br /> <br />h. Flood plain infarnet:im will be required m all preliminary and final drainage <br />~, am shall inc1ule the area :i.mJlated by the DBjar (lOO--year) storm nmff. <br />'JhiB infornatim shall RN'1'W1'ip"1\Y the final platting su!Jnl.tted for approval. by the <br />Town. <br /> <br />i. A DBSter drainage plan far the Town is available, the flow routing far lxlth the <br />initial storm and IIBjor storm nmoff shall conform to said plan. Drainage <br />mseJII!11ts confarmillg to the IIBSter plan will be required and shall be designated m <br />all drainage drawings aM subdivision plats. Annexatials to the Town shall develop <br />their DBSter drainage plan to conform with the existing stuly. <br /> <br />j. Approval will not be oade far any Jlluposed b.Ji1.d:ing or c.onstru:tim of any type of <br />structure :iJ:d.u1:ing retaining waIls, fences, etc., or the P'Rr.....,.,t of any type of <br />fill IIBterial, which will encroach m any utility ar drainage eBSeIIBlt or W:i.ch <br />will inprlr surface ar subsurface drainage iran SU1TI'llIIrling areas. <br /> <br />k. Streets are an integral pnt of the urban drainage systan and can be used for <br />transporting storm rwx>ff up to reasooab1e limits. Jb,1ever, the engineer sOOuld <br />recognize that the prinRry purpose of street is for traffic, and therefore, <br />reasooable limits far the use of streets for storm nmff IIlISt be followed. <br /> <br />1. All lots shall be graded so that water shall f1o\f to the lot boundaries aM t:ieJC.e <br />to the street or other drainage rights-of-wy. <br /> <br />3 <br />
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