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HomeMy WebLinkAboutSWP271765lop GARDNER ENGINEERS. INC. CONSULTING ENGINEERS / SURVEYORS - SINCE 1883 23 January 1984 File: 5139 BN AUTO UNLOADING FACILITY DETENTION BASIN DESIGN Mortimer H. Thomas, P.E. Leonard J. Locke, P. E. Thomas P. Fitzmorris. P. E. Detention will be in the existing drainage ditch along the west edge of the fill and adjacent to the future P-1 Channel. The outlet structure will be located 2,200 feet north of the south end of the ditch. This location intercepts runoff from 81 acres including the Auto Unloading Site and all potential expansion of the site. This location also gives access to a potential expansion area for storage, if this becomes necessary before the P-1 Channel is constructed and used for storage. Area = 81 acres including all contributing portions of plat between. Oaksdale Ave. S.W. and B.N. tracks. Tc = 10 min. + 1,800' + 2,200 = 94 min. 0.5 60) 1,5 60) C future = (38.8 x 0.85) + (42.2 x 0.10) = 0.46 81 C ex - 0.10' 110 = 0.4" /hr. Q Exist. = 81 x 0.10 x 0.4 = 3.24 CFS - Q allowable Qo = 3.24 = 0.087' CFS/Acre C 81 x 0.46 For Orifice Outlet T = - 25 1/ 1762/Qo = 117.3 Min. Vs = 2,820 (117.3) - 40 (0.087) 117.3 = 2,325 - 408jO�1,917. 142.3 Vt = 1,917 x 0.46 = 71,400 ft3 SUITE 241 • MARKET PLACE ONE 2001 Western Avenue • Seattle, Washington 98121 (206) 624-5265 DETENION BASIN DESIGN Page 2 23 January 1984 Volume available in 2,200' of ditch with 3' bottom and 2:1 sides Upper end h = (16.5 -14.0) = 2.5' end area = 2.5 (13+3) = 20 ft 2 2 lower end h = (16.5-12.4 = 4.1' end area = 4.1 (19.4+3) = 46 ft2 2 Volume = (10+46) 2200 - 72,600 ft3 2 Orifice design h = 4.1 - 1.5' = 2.6' a = 3.24 = -{} 4}7- Pt2 0.6 --V d = -/4 x 0.417 x 12 = 8.74" TT } Use 8" pipe stub . O SC e-T►o/mil N S`Tr� V CT V it —10" prTcFl p'?oFILC" - IL J z lc Ec . 16.5 � It> -- - - � � � vARR Y S p� L` S E/ 12.y 3 FIk1- D►TrL-I 2I wfT►I Sr LT Y FYCA A A1,1L S %aR m D c-- i i5-1v T1 c)A1 5 7—A UC7'v13 t'" DRAMA6E D T-C l� .•. . ------------ .. _ Aim" ,rip T ` PROPOSED S.C.S. P.I. CHANNEL DHAfNA 'TC4 Ik �+ �• - 17 5 L r ` i t L •.:TYZA 3 19 E'. ��• --- -- .r 3 19 El + r w `s'_'r r- 1' 1 r: `-`.p •ti-... ,r"lY.. .... !.. 1` ` In O.`�� Lw V. • ,� � '/ �,7•�, >• /..• ♦ - �� r ;a r .fit ;�• �^a �-- :Y�� t�, f � r� � ._. jot IM lit f� ,F K jj • r' y , • .:t. � :♦ r �` .� �'%�. �; Yam` �1 ••-r' -t7 � ^i�yf � , ` � W, �, �..t * !p is :� Y: 4 � i !'a• �, l : � �� , e r �•I S � 1 � •, �. � ,.� i, .�-F• -� •w� ,� , � .` ;��� * . yam_ � �. " }G5 I 4 s , . + �`' 'C,. �.. y f ,.r ' j'�� �� t. i• •�'- "T� • �', I it A .. r, y r iIm • 88 4VI, I 01.7 I , , jr {, i • .''.i• Fl _. r . _ .. - Y J r r ' 'i D '.0 ♦ ' 1� y'' '� - -f- `• TUKWILA CITY !_:N+ITS; .� .. 5 16.5 0. '-130�.00 15.5 ' 1305.11 FRENT^ CITY! IN"1ITS ►t'•n.� - _1`• �'+.• _....: r. Syr. `'^M7e i t''.�' i , c •,C ' {►" lb.^•.a�,� 4+��'e'`�t'�1. _ 16.25` a - '-"`",`. ■ .•..fra }� ? , •u+ ` LOCATION INCRFMFNTAI WIN r'F-t APFA COF I Fir AC FROM TO ACRES 6_-?.77� 0.9 31r9 3 2 t tA .2 1 R nMF OF CON IIIAINIA! I IWUN II4F I "I('f I$I.011F IVFtO('ITY i AC Gzq_ ��- AY CFNrItATION TC MINI)TFS -s'7 . _ _ _J1� 6_ INTI-rd•;ITY I INCHES/HR. I •_9.5. _.l •-75 �_ r) tf AC TI C F S 12 '- ] $ 1- ._Z�7 . -3,2- OIA INCHES ► 8 2y 30 3 6 .002N .ao28 .Ugly ,0028 ATDL"IGN p F P S 3_1__ 3.9 3,y 5_O ,20 3.a 1009- l I 2.6& _ -- 7.3 _/ o , o //. s - j. 6 01 1.50 _7.9 /40 / 8 2 j� -! s ovs_o �oo42 • o' �� y • S y.6 2•41/ _ 1.88 01� /.69 G . $__ o • o _3_8 13-3 3-1 3-2 3 1 /� S.v -� o - /. Z.y,{ 1._6 l - 2.7-0 3.3 0 5.50 '-�-_ 7,6 ;uswe CHART No /n[ COIVVUY 4V70 VNLaAC�/NG I -- STORM FREOIIE14CY; D ye /3 AJo�LGt/H_ /NQ_�AjQK -- PINE COEFFICIENT ; O. Q / Z NAME OF PROJECT G CALCULATIONS 9Y. MAT. - -ENGTH FLOW TIME IN SYSTEM MIN UPPER ELEVATION GROUND INVERT -- --- - LOWER EI EvnTIoN GROUND INdFRT s, 5 /Z. 3 9 8. 1L. 8 7 1L.y/ _ FEET 310 1.7 ' .2S /lY,25* -y.o o _ y 1.7 _1 1_5 / 3.5"/ / g S 33.0 .4 / . 8 5 7 0.6. 0. o /6 S4 0 20.0 /1 W /-7-S /4 /n FM® m- REMARKS: o t H.9z o.o l,_19 `•/. / . !2. 3 S Z• 39 Zo.0 I /A 16 I .o /y2Y ► .o /2.2y l9• o lz.Zy 2oA /l.16 L7,1S- 1#,y0_ /l.5 _/8.6 / 9. a %3.73 /Z.5*3 / /. e ? IRS I3.93 /8. 6 / 2.53 inn NO. -J3 q- DATE IZ16 SHEET 2 OF �j "_SHEETS _ -5.. -- --- -- STo R rn D P A /NAGL pl�r4L-PSIS Jessica Olson - one more file folder.. Page 1 From: Michael Dotson To: Olson, Jessica Date: 3/29/00 7:51 AM Subject: one more file folder.. Hi Jessica, Here is another. I forgot to mention that the others are all standard 1' folders. SWP-27-1765 (same as TED) ()rAlt, ly d �( �k .HIV q (v4 10 AG P AtOZ Thanks. Mike D. CC: Olson -Davis, Carrie