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9509 HOLLY DR 2016-01-01 MF Import
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9509 HOLLY DR 2016-01-01 MF Import
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Last modified
2/18/2017 12:46:45 PM
Creation date
2/18/2017 12:46:28 PM
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Address Document
Street Name
HOLLY DR
Street Number
9509
Imported From Microfiche
Yes
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� <br /> DETFNTION."fXT <br /> 1) '.YPE OF FACILITY: TANK <br /> 2) TANK DIAMETER(ft) , STORAGE DEPTH(ft): 3.�J0, 3.00 <br /> 3) VERTICAL PERMEABILITY(min/in): .00 <br /> 4) PRIMARY DESIGN HYDROGRAPH FILENMIE: D100Y <br /> 5) PRIMARY RELEASE RATE(cFsl: .11 <br /> 6) NUMBER OF TEST HYDROGRAPHS: 2 <br /> TEST HYD 1 FILENAAtE: D2Y TARGET RELEASE(Cf5): .02 <br /> TEST HYD 2 FILENAME: D10Y TARGET RELEASE(Cf5): .07 <br /> 7) NUMBER-OF-ORIFICES, RZSER-HEAD(ft) , RISER-DIAM(in): 2, 3.00, 12 <br /> 8) ITERATION DZSPLAY: NO <br /> ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED): <br /> INITIAL STORAGE VAL�JE FOR ITERATION PUf2PO5E5: 771 GU-FT <br /> 60TfOM ORIFZCE: ENTER Q-MAX(cf5) <br /> DIA.= .51 INCHES <br /> TOP ORIFIC[: EN�:cR HEIGHT(ft) �K� <br /> DIA,= 1.80 INCHES <br /> PERFORMANCE: INFLOW T ET-OUTFLOY! ACTUAL-OUTFLOW PK-STAGE STORAGE <br /> DESIGN HVD: .18 .11 .11 2.99 437 <br /> TEST HYD 1: .07 .02 .02 1.7$ 260 <br /> TEST HYD 2: .17. .07 .OG 2.07 320 <br /> s� <br /> SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP <br /> 1 :'w+" PERFORMANCE: INFLOW TARGEr-WTFLOIV ACTUAL-OUTFLOW PK-STAGE STORAGE <br /> DESIGN HYD: .18 .11 .11 2.99 437 <br /> � TEST HYD 1: .07 .02 .02 1.78 260 <br />��^ TEST HYD 2: .11 .07 .06 2.07 320 <br /> �«, <br />� M" STRUCTURE DATA: R/D TANK (FLAT GRADE) X I. � I �' �( J � <br /> yhe'�� RISER-HEAD TANK-DIAM STOR-DEPTH TANK-LENGTH STORAGE-VOLUME � �"�' <br /> ' 3.00 FT 3.00 FT 3.00 F7 61.9 FT 437 CU-FT � <br /> ����u`Q, DOUBLE ORIFICE RESTRICTOR: DIA(INCHES) HT{FEET) Q-MAX(CFS) �/ �"� �G <br /> BO7TOM ORIFICE: .S1 .00 .012 <br />� `'�*� TOP ORIFICE: 1.80 1.75 .098 C L .� +� �� <br /> � � <br />'� .,�' ROUTING DATA: G L M r <br />'��",::` STAGE(Ff) DISCFIARGE(CPS) STORAGE(CU•�FT) PERM-ARFA(SQ-FT) Q� <br />�p>"`"F .00 .00 .0 .0 �. <br /> £�� .60 .Ol 62.3 .0 �_ <br />�,�;,'� <br /> w�,wi .90 .Ol 110.4 .0 <br />� `;t� 1.20 .Ol 163.4 .0 <br /> a;� :,.i; 1. 50 .Ol 218.7 .0 <br />�"�?, 1.75 .Ol 264.9 .0 r <br /> K� . 1.80 .03 274.1 .0 �; <br /> �,� 2.10 .06 327.1 .0 ��� <br /> I 2.40 .OB 37;.2 .0 � ' <br /> '''=i 2Jp .10 414.7 .0 ' <br /> �„,� <br /> � � 3.00 .11 437.5 .0 =��' <br /> � <br />�,.:.:,: vage 2 �;. <br />�-a,�;. <br />�, '' . <br />,, , <br /> 's` <br /> 11,�, <br /> � �9 .. <br /> ._ . �. .._ .,-�_. . ���'3 <br /> �,��,:' .� °�*, ,'"`a °" $ �a,q�'��'� a�h. <br /> ,r � ` �'� <br /> ._. . .�.. '� .. . .u�._ . .. .._..._ ��. . <br />
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