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HomeMy WebLinkAboutSDP200000060 Calculations Stormwater Management Plan 2001-05-08 May-08-01 08: 09A WhitescarverHurdObenchain 5402654445 P . 01 WHITESCARVER, HURD & OBENCHAIN, INC. CONSULTING ENGINEERS 4932 Frontage Road, NW 11508 Allecingie Parktta� Roanoke, Virginia 24019 Richmond,Virginia 23235 Phone: (540)265-4444 Phone: t804)423-6444 Fax: (540)265-4445 Fax: (804)423-6445 8 May 2001 Mr. Kurt Gloeckner Gloeckner Engineering/ Surveying Inc. 2246 Ivy Road, Suite 5 Charlottesville, Va 22903 RE: S.P.C.A Charlottesville WH&O No. 1140 Dear Mr. Gloeckner, Here is the domestic water demand and sanitary drainage fixture units for the project referenced above per your request. Domestic water demand: 127 gpm Sanitary drainage fixture units: 390 dfu Sincerely, WHITESCARVER, HURD & OBENCHAIN, INC. gaZlia/6A(/ /' Ronald L. Hicks Jr C't!ARLES K.WHO ESCARVER,JR. ttaUnni wMICHAELAE.L H HURD R(lVoHFA1l FY III JOHN N.OBENCHAIN.JR i nnxia•;C G1 DAVID HARTMAN GLOECKNER ENGINEERING/SURVEYING, INC. JOB NAME C A ENGINEERS SURVEYQRS AND LAND PLANNERS JOB NO. 00 - 019 -00 2246 IVY ROAD, SUITE 5 DATE / cf /,d ► CHARLOTTESVILLE, VA 22902 DESIGNED' BY OA & TEL: 804-971-1591 SHEET NO. t, OF t FAX: 804-293-7612 SEDIMENT TRAP DESIGN # i Drainage area = = , 3?., acres Min. volume required: (Wet and dry combined) All traps to be dry temporary storage facilities 134 cy/drainage area = 134 x 2 .32. = 3 t ( cy =2;5clicf Length to width ratio = 2 to 1 Top: Width = 4- , ft, length = 76 ft Bottom: Width = 3 a ft, length = 4 © ft Depth = 4 ft. Volume provided = average top and bottom areas x depth _3 C1 + 1e/00 x 4 ft. = 1O59Z„cf 2 Min outlet length = 6 x drainage area = 6 x Z.32. = 1'` ft. # Drainage area = = acres Min. volume required: (Wet and dry combined) All traps to be dry temporary storage facilities 134 cy/drainage area = 134 x = cy = cf Length to width ratio = 2 to 1 Top: Width = ft, length = ft Bottom: Width = ft, length = ft Depth = ft. Volume provided = average top and bottom areas x depth + x ft. = cf 2 Min outlet length = 6 x drainage area = 6 x = ft. KURT M. GLOECKNER TITLE: SPCA ENGINEERING/SURVEYING INC. DESCR: 6'-0" TO 14'-0" MAX BRICK FAC 2246 IVY ROAD, SUITE 5 CHARLOTTSVILLE. VA 22903 JOB #: 0.0-019-00 BY:KMG @ 4/12/01 PHONE 804-971-1591 FAX 804 293-7612 RetainPRO(tm) Cpyrt 1989,90 ENERCALC CANTILEVERED RETAINING WALL DESIGN pg 1 of 2 SOIL DATA ADDED VERTICAL LOADS Allowable Bearing = 2,000 psf Axial DL on Stem = 943 plf Active Lateral = 33.0 psf Axial LL on Stem = 0 plf Slope Active = 45.0 psf . . . Ecc. (Toe side -i-) = 3. 00 in Max. Active = 0 psf Surcharge over Toe = 0. 0 psf Backfill Slope = 3.0: 1 Surcharge aver Heel - 0. 0 psf (horiz : vert.O=Level ) Using Surcharge to resist Passive Lateral = 300 pcf overturning @ Heel : No Soil Density = 110.0 pcf @ Toe No Soil Ht over Toe - 12.0 in ADJACENT FOOTING ADDED LATERAL LOADS Vertical load -- 0 plf Lateral Load Acting . . .Ecc. (Toe side -I-) = 0.00 in On Stem Above Soil = 0.00 psf Footing Width (perp) - 0.00 ft Ftg. CL to Wall = 0.00 ft Add ' l Lateral Load - 0.0 plf Ftg. Base Above/Below Soil . . .dist. to start - 0. 00 ft At Wall Face E+/-a = 0. 00 ft . . .dist. to end = 0.00 ft Footing Type : Spread WALL $x FOOTING DATA --- Retained Height = 14.50 ft Toe Width = 5.00 ft Wall Ht. above soil = 0.00 ft Heel Width - 7.50 ft Key Depth = 36. 00 in Total Width - 12. 50 ft Key Width = 18.00 in Thickness - 24.00 in Key Dist. to Toe - 5.000 ft -_-- = ._---- SUMMARY ==_= Pressure @ Toe - 873 psf Factors of Safety: Pressure @ Heel = 1 .965 psf Overturning = 3.56 : 1 Allowable Press. = 2,000 psf Sliding - 1. 50 : 1 Eccentricity = 9.62 in Sliding Ratio <-1.5 ! ! Resultant Within Middle Third 1-Way Shear @ Toe = 11.4 psi Allowable Shear - 93. 11 psi 1-Way Shear @ Heel = 7.4 psi = ,_== = =========== SLIDING CHECK Ftg/Soil Friction _ 0. 300 Lateral Pressure = 7,691.5 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 5,400.0 # Factor of Safety = 1.50 (-)Friction -- 6, 104.5 # Add 'l Force Req 'd = 0 # FOOTING DESIGN -- ----Toe---- --Heel-- f 'c = 3,000 psi ACI 9. 1 Pressure = 1 .222 2,750 psf Fy = 60,000 psi Mu - Upward = 17,825 49,924 ft-# Using SP @ Heel : Yes Mu - Downward = 7. 175 89,621 ft-# Rebar Choices Mu - Design = 10,650 39,697 f t-# -- Toe -- -- Heel -- One-Way Shear: #4 @ 5.42 in 4.31 in vu = 11.37 7.36 psi #5 @ 8.40 in 6.69 in vn=2 (f 'c) 1/2*.85= 93. 11 93. 11 psi #6 @ 11.92 in 9.49 in Rebar CL To Edge = 3.50 2.50 in #7 @ 16.26 in 12.94 in Depth to steel = 20.50 21 .50 in #8 @ 21 . 41 in 17. 04 in Ru = Mu/bd `2 = 28.2 95.4 #9 @ 27. 10 in 21.57 in Min. Rebar Ratio = 0. 0018 #10 @ 34.42 in 27. 39 in KURT M. GLOECKNER TITLE: SPCA ENGINEERING/SURVEYING INC. DESCR: 6'-0" TO 14'-0" MAX BRICK FAC 2246 IVY ROAD, SUITE 5 CHARLOTTSVILLE, VA 22903 JOB #: 00-019-00BY:KMG @ 4/12/01 PHONE 804-971-1591 FAX 804 293-7612 RetainPRO (tm) Cpyrt 1989,90 ENERCALC -' -" STEM DESIGN --- (Factored values shown for concrete stems) Pg 2 of 2 Stem Designs -- Stem Construction Data At Various Heights Above Ftg. - DESIGN HT. ABOVE FTG. = 10.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal ) = 12.00 in Rebar Size - # 4 Rebar Spacing = 12.00 in Rebar Placed at : Edge DESIGN DATA fb/Fb + fa/Fa - 0.241 Lateral Load @ Ht. = 775 # MOMENT Allowable = 9,048 ft-# Actual = 1 ,492 ft-# SHEAR Allowable - 93. 11 psi • Actual = 4. 13 psi Embedment Length Req 'd = 12.00 Wall Weight = 150.0 psf Rebar Depth = 10.25 in MASONRY DATA f m = Fs psi psi Grouting Special Inspection . n : Es / Em = Short Term Increase = CONCRETE DATA f 'c = 3,000 psi Fy = 60,000 psi SUMMARY OF FORCES & MOMENTS 1- Overturning Moments -:•- Resisting Moments -: Origin of Force: # ft ft-# # ft ft-# Heel Active Press. = 7,840 6.22 48,782 Soil over Heel = 10,368 9.25 95,899 Toe Active Press. _ -149 1.00 -149 Soil over Toe = 550 2. 50 1 ,375 Sloped Soil @ Heel = 775 10.33 8,004 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 236 943 5.25 4,951 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 675 5.50 3,713 Added Lateral Load = 0 0.00 0 Footing Weight = 3,750 6.25 23,437 Key Weight = 675 5. 75 3,881 Vert. Componant of = 2,613 12.50 32,667 Active Press. TOTALS = 7,692 48,869 17,7.5 173,927 ! --->> Distances from front edge of footing bottom (not key) • 9 43 . L Wall Loading Diagram -.401 Soil Ht 14 .15 13 :•:•:•:::: •:•:•:•:•: :::•:•:•:. :•:•:•:•:- 19 . 50 •••••-: Concrete 2 " LI: Masonry 4 .................. ""'•' Soil 11}11Surcharge M Added Load • • Adj . Footing 1 2 . 5 0 Axial 4 Soi \ Ht 12 " Conc w/4 Ce 12 " 1 5O Toe ' f@ 5 " , 5@ 8 " 19 .158 � �Hee l ' f@ � " , 5@ 7 " � ^ ' | � | | � � Wall Construction | ► Ei.o i<2-7 c M (&AecA-L .�� ► ?�� GSEN c_Ag 1..t Tit c3-tA � J - Sam , 0 L V . oamt -si- . 015 S .1-"Ok '3 Z. • 0 T --c-tic- 1-15T'" = 38. 0 OO 151E.1-1 Ds PO Mf- -A 3 CQ c 5 - 3 d ��� .. C-4v..cst.4 ----- • 2-2- 1/z.7 C, - 3 �=OR� MAS rt t L T} 3'5o . TO rA L V1F7-.• B 4 c = 37CG E.Ap a Te tP . = -4-c?'„/ 37 - 15 I Vie \5 7100 c) - � �- 54 i43 e -� v+1-Eo .r%cA 1 G 5 4 �xc-tta.t4c� SVM\ _ iVkAkt . EG? v J,a►r �-IJC' Lr� 1 Cc..‘Z)c.eK) , 4 ' _ � t 7-DT- L `►rte- - 3i -3/4- 3s0 " -3? 1 4 8 ‘( '40( lg. 30 . 4 '3i -3 ‘ 4— :3 e, C29 4--\13 Z °t (ao t , -z- 5 C- .4-‘r Z - -4ip ( c-K m --5TA ti -1= of c(-LIT( )213 , �� • �'�' 7 (7 ,48),4e) = 3 4 5 . CSP-l._ S VOL r eC4 yvek sz e cif/ 1� �J M� Ci- _ Short Version BMP Computations For Worksheets 2 -6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: SPCA Water Resources Area: None Preparers Kurt M. Gloeckner Date: March 1 6 2 0 01 Project Drainage Area Designation SPCA DrainageBio-Retention_Basin L storm pollutant export in pounds, L=[P(Pj)Rv/12][C(A)2.72] Rv mean runoff coefficient, Rv=0.05+0.009(1) Pj small storm correction factor, 0.9 I percent imperviousness P annual precipitation,43"in Albemarle _ A project area in acres in subject drainage area, A=�.w µMe 5.88 C pollutant concentration, mg/I or ppm target phosphorus _._ M.. f factor applied to RR V required treatment volume in cy, 0.5"over imperv. area= A(I)43560(0.5/12)/27 RR required removal, L(post)-f x L(pre) %RR removal efficiency, RR100/L(post) Impervious Cover Computation(values in feet&square feet)w___�m,.._�,:.._. Item _ ,m,,,.....,. ....�_._ _..., ._...._,._.,,_.:...,_< pre-development Area post-development ^„N Area Roads ..,�.....�..._..�__._. .....:......._..__..-w__....._ Length Width subtotal Length O Width m 0 subtotal 0 0 0 0 0 0 _._....� 0 -01 _..0......._._ ..,,.0 1 _.,..... ...._., 0 0 0 0 ... 0 0 0 93601 Driveways Length Width no., _ _subtotal_ Length Width no. subtotal i and walks 0 0 - -,-.- _........:.... _.,.._ 0 0 0 0l 0 0 0 0 0 0 0 0 0.... 0 0 6450; Parking Lots 1 2 .... 3 4 1 23 4........ ... ..........; v „ .,.._:. .__._. 0 184681 Structures Area no. subtotal Area no. subtotal ) U _,.... ......._........, 0 I 0 01 0 0 o 0 0 0 i Actively-grazed pasture& AreaArea 1 yards and cultivated turf 0 x 0.08= 0 0'x 0.08= p. Active crop land Area Area x0.25= 0 1x0.25= _ O1 Other Impervious Areas 0 impervious Cover 0J Rv(post) V (P ) 0.24 81.8 New Development(For Development Areas,existing impervious cover<=20%) C f I(pre)* Rv(pre) L(pre) L(post) RR %RR Area Type l *MI0.23 8.30 8.53 0.23 3% Develomenf � � •oteiTA 0.05 0.90 4.27 3.36 79% Drinking Water Watersheds '' P ,.i � ,. • 0 06 1,22 4.87 3.66 ` 75% Other Rural Land *min. values ..,, RedevelopmentlFor Development Areas,existing impervious cover>20%'.).µ_ _ mm ww _._.. ...,:. .... ......_._,.... C f i I(pre)* Rv(pre) L(pre) L(Rost) RR %RR Area Type . '� . €, p -r: !h' 0.23 8.30 8.53 1.06 12%1 Development a; �, 0.05 0.90 4.27 3.5082% Drinking Water Watersheds ? `•� ® ... .. .._. :06 1.22 ,...4 87 3.84 791 Other Rural Land..m,,..,.,.._�...,.,.�.,..,,,.... 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Ac- I r~i l9� c ti B . L Co 0 k %CC et le) (0 .K . art2.Nk 7\0-4 of t.:)v2-1/4.1 Kt_toT Ti © w�3� � �-•�PR VC `vk "a-`� 1 �- = S Mit, C .D4t- coq .3)\,5.5 4, = 3. 7 3 e => 1 iz.14 1 'Cs•.5. ,5 )s x 0,4-2 S Tcyr4 -1-0-r I--' -g`d 1 0 3 t -z, -41 t 44 x 8o i so C.? 4 A S 3co Z x a ) 0,-- 1 44(0 �--� t X rz - l ( 8a z ZO x 2-4- 8 x 76 ' . 1q4, 1% 1 1 '3D 4g 74 Go SO 431000 x 4z 414 I ! x Cmcs = 2_ ic0 7A X . $Cj 1 'Z_c z- 4 ) \ Q t 4 5 >c 42- C, ©14 >C 1 Zco 18 , x4. 83 vacs_ >c a = 800 50 x 5 zSo Z x t 3480 ^ �^ > ' ���' 2 'tV - 0.21U1 . 0 � PERIOD INTENSITY PEAK [Low TIME OF CONCENTRATION S MIN ( YEARS ) ( IN/HR ) ( CFS ) [-FACTOR=0 '425 -'----- ----'---- --------- AREA`.. 5 .00 ACRES � 5 '40 13 .49 5 6 .35 15 .07 10 7 . 10 17 ,74 25 8 '00 19 '99 50 8 .90 22 '24 lOO 9 '60 23 '99 HYDROGRAPH ---------- TIME OF CONCENTRATION = 5 '0 MIN STORM DURATION = 5 '0 MIN TIME 02 US 010 025 050 0100 ( MIN ) ( CFS ) ( CF5 ) ( CF5 ) ( CF� ) ( CFS ) ( Cr;S � ................ --- ----- ----- __--- 0 '0 0 '00 0 '00 0 '00 0 '00 0 .00 0 . 00 l 'O 2 .70 3 . 1/ 3S� 4 '00 4 '45 4 „00 Z 'O 6 '40 6 '35 7 . 10 0 '00 8 .90 9 ' 6U 3 .0 8 '10 9 .52 10 .65 12 '00 13 .34 l4 '3v 4 '0 l0 '80 12 '69 14 '19 15 '99 17 .79' 19 , 19 b .,0 13 .49 15 '07 17 '74 19 .99 Z224 23 '9n 6 .0 11 '06 13 '97 15 '62 17 '60 l9 ''58 21 , 12 7 .0 10 '26 12 '07 13 .49 16 '20 16 '91 10 '24 0 _0 8 '65 10 . l7 11 .'37 l2 '81 l425 L5 ' 37 9 '0 7 .03 8 '27 9 '24 10 '41 ll 59 1'2 .50IO 'U 5 _41 6 .37 7 . 12 8 .02 S ^92 9 ' �2 11 '0 3 _00 4 '47 4 .99 5 .63 6 '26 6 ^ 12 .0 2 ' 18 2 '57 287 323 3 .60' 6 .-/5' 0- ° 13 .0 0 '67 0 _67 0 .74 0 '84 09J L '0 ^ �*** ** ** ********�*********************************�** + v****** * ' * * * * * ROUT VERSION 5 '2 ** PROJECT:: SPCA-2YR ' ** DATE : 0 430-200ix ****= ****4:.4(**** �************:****************TI:**I'`*A-rTr*** ***** Ttic.**� STRUCTURE 1 STRUCTURE. 2 Sl!<UCTURE 3 • ---- -- -- - -- -- 1 ' TYPE 2: PIPE WEIR : 2 : ELEVATION ( FT ) 0 .00 0 .00 0 .00 ) _ 3: LENGTH ( FT ) O O0 O 00 ' ' 0 D0 ' 4 : COEFFICIENT 0 .00 ' - ' ' RISER: 5: ELEVATION ( FT ) O '00 O '00 0 'OO ` ' 0 '00 0 .00 6 : DIAMETER ( IN ) 0 .00 0 .00 0 '00 7: ORIFICE ELEVATION ' FT ) 0 .00 U 'O0 V '00 @: ORIFICE DIAMETER ( IN ) 0 .00 0 .00' 0 .00 9 : ORIFICE ELEVATION ( FT ) 0 .00 000 0 .00 10 : ORIFICE DIAMETER ( IN ) O 'OO O ' 0O 0 ,00 11 : ORIFICE ElEVATION ( FT ) 0 .00 0 .00^ 0 '00 12 : ORIFICE DIAMETER ( IN ) 0 '00 O '0O 0 '00 PIPE : 13: INVERT ELEVATION . FT ) 517 '00 000 0 '00 14 : DIAMETER ( IN ) 15 '00 O''00 0 ' OU 152 ORIFICE DIAMETER ( IN ) 9 '00 000 O 'UU 167. LENGTH ( FT ) 38 '00 O ' O0 O - 00 ' 17 : MANNZNG "S N '013 I '0O� 000 ' \�°l8 : SLOPE ( FT/FT ) '167 .0OO .000 / |�� ENTRANCE LOSS COEFFICIENT '5 'D 0 SURFACE : 20: INITIAL ELEVATION ( FT ) 617 '00 STORAGE PIPE CHARACTERISTICS: DOWNSTREAM INVERT ELEVAT[ON ( FT ) 1 517 .00 DOWNSTREAM MANHOLE AREA ( SO FTY �8 'P> UPSTREAM INVERT ELEVATION ( FT ): 3l8 o0 UPSTREAM MANHOLE AREA ( SO FT ) 28 '2/ PIPE DIAMETER ( IN ) % 40 .00 LENGTH ( FT } :: 300 '00 CONTROL : KW = RISER ACTING AS A WEIR K0 = RISER ACTING AS AN ORIFICE PI = HORIZONTAL PIPE IN INLET CONTROL P0 ` HORIZONTAL PIPE IN OUTLET CONTROL �� ��l ����m° �- � � ` » °^^^�» TIME INFLOW PIP[ TOTAL. ELEV STORAGE ( MIN ) ( CES ) ( CF5 ) ' CPS ) ( FT ) ( CU F) ) - ������a��� A-- '3‘43ua9 0 0 _00 0 -0 0 .00 617 00 0 O0 ' ' . .� 1 2 .70 0 .6 PI 0 '64 517 .53 60 '37 —�p�J�� 2 5 '40 1 .6 PI 1 '63 517 '98 233 '64 3 8 ' 10 2 .1 PI 2 .07 518 '40 526 ' 15 4 10 .80 2 .5 PI 2 '48 518 '83 969 '76 S 2 .9 PI 2 .90 619 '32 1 ,627 '68 6 11 '88 3 '3 PI 3 '29 519 '79 2 , 107 '83 7 10 '26 3 .6 PI 3 '58 520 ' 17 2 ,566 '42 8 0 _65 3 '8 PI 3780 520 '46 2 ,913 '49 9 7 .03 4 .0 PI 3 '96 620 '68 3 ,152 '82 10 5 .41 4 . 1 PI 4 '05 520 '81 3 ,287 ' 16 11 3 '80 4 . 1 PI 4 '07 520 '84 3 ,315 '37 12 2 . 18 4 .0 Pi 4 520 '78 3 ,259 '38 13 0 .57 3 '9 PT 3 .93 520 '63 3 , 102 '60 '4 ' �� 1-0�vW VL�— .��T:� [. CAS ^ '0'1. \y1 YR . PERIOD INTENSITY PEAK FLOW TIME 0F C0NCEN1 RATI0N= S M[N ( YEARS ) ( IN/HR ) ( CFS ) C-FACTOR=0 '9O0 ------- --------- -------- - AREA= 2 . /5 ACE.:ZF5 2 5 '40 l3 .37 6 6 '35 15 '72 10 7 . l0 l7 '57 25 8 .00 l9 '80 00 0 90 22 'O3 100 9 '60 23 ' 76 • HY0R0GK8PH ---------- TIME OF CONCENTRATION = 5 '0 MIN STORM DURATION = 5 '0 MIN TIME 02 05 010 025 050 0100 ( MIN ) ( CFS ) ( CFS ) ( CFS ) ( CFS ) ( CFS ) ( [F3 ) ----- ---'- ---- ----- ----- ---'- -- U '0 0 '00 0 '00 0 '00 0 '0O O .00 0 .U0 l .O 2 '67 3 ' 14 3 '51 3 '96 4 '4l 4 '75 2 .O 5 '35 6 '29 7 '03 7 '92 8 .8l 9 50 3 'O 8 '02 9 43 10 '54 11 '88 1.".,3 ..22 14 26 4 0 l0 .69 12 '57 14 '06 15 'O4 l7 '62 1.9 '01 5 'D l3 '37 l5 .72 17 '57 19 '8O 22 .03 6 '0 11 '76 l3 '83 15 '47 17 '43 19 '39 20 '91 7 'O lO 16 11 '96 13 .36 16 '06 16 .75 1-(.-..,: .07 8 0 8 '66 10 '07 11 '26 12 '69 11 . 11 lb 22' 9 '0 6 '96 8 ' l9 9 ' 15 l0 .31 11 '48 12 'J8 l0 .0 5 '36 6 .3l 7 .05 7 '94 8 .G4 9 'S3 11 .0 a 76 4 '42 4 '95 S '67 6 .2A 6 .69 12 .0 2 ' l6 2 .54 2 'G4 3 .2O 3 '56 3 '84 l3 '0 0 '66 0 '66 0 .74 O .SJ 0 '92 1 '00 �* *********4.4:************A(******4.********;t* ********4-4-4.**.4.************ * * 1-, 1: ROOT VERSION 6 '2 ** PROJECT: SPCA-10YR �� DA[E .: O ,--02- 70()l� *********************************1-rr******************************v*v*4,**vTvx� STRUCTURE 1. STRUCTURE 2 3TRUC TORE 3 ... ----------- ---- - - -' 17 TYPE 2: PIPE WEIR: 2 : ELEVATION ( FT ) 0 '00 0 '0() 0 '00 3 : LENGTH ( FT ) 0 .00 0 '00 O 00 4 : COEFFICIENT 0 '00 O '00 0 '00 RISER : 5= ELEVATION ( FT ) 0 .00 O '00 (1 .00 6 : DIAMETER ( IN ) 0 .00 0 '00 0 '00 7:: ORIFICE ELEVATION ( FT ) 0 '00 0 .00 0 '00 8': ORIFICE DIAMETER ( IN ) 0 .00 0 '00 0 .00 5 : ORIFICE ELEVATION ( FT ) 0 '00 0 '00 0 '00 10 : ORIFICE DIAMETER ( IN ) 0 '00 0 '00 0 .00 ll : ORIFICE ELEVATION ( FT ) 0 '00 0 '00 0 .00 12 : ORIFICE DIAMETER ( IN ) 0 .00 0 '00 0 '00 PIPE .: 13: INVERT ELEVATION ( FT ) 517 '00 O 'OO 0 .00 14 : DlAMETER ( IN ) 15 00 0 '00 O 00 lS : ORIFICE DIAMETER ( IN ) 9 '00 0 '00 0 .00 �� LENGTH ( �'T � 20 .O1 O 00 () (`(` . 17 ': MANNING '5 N .013 'OOO �� O0O CI � ^ 'l8 � SL0PE ( FT�FT � 038 00() '000 l9 : ENTRANCE LOSS COEFFICIENT .6 'O .() SURFACE ': 20 : INITIAL. ELEVATION ( FT ) S17 '00 STORAGE PIPE CHARACTERl6TICS � DOWNSTREAM INVERT ELEVATION ( FT )% 517 '00 DOWNSTREAM MANHOLE AREA ( SU FT ) :: 28 '27 UPSTREAM INVERT ELEVATION ( FT ) : 518 .40 UPSTREAM MANHOLE AREA ( SU FT ) : 28 '27 PIPE DIAMETER ( INY 40 .00 LENGTH ( FT ) : 300 '00 CONTROL : RW = RISER ACTING AS A WEIR R0 = RISER ACTING AS AN ORIFICE PI = HORIZONTAL PIPE IN INLET CONTROL CO = HORIZONTAL PIPE IN OUTLET CONTROL TIME INFLOW PIPE TOTAL ELEV STORAGE ( MIN ) ( CFS ) ( CFS ) ( CFS ) ( FT ) ( Ci) FT ) --'--- --- - '---'------------------------------- 0 0 .00 0 .0 0 '00 517 '00 0 '00 1 3 .51 0 .8 PT 0 '80 617 '61 80 '70 2 7 .03 1 _6 PI 1 '79 510 ' 12 317 '33 3 10 '54 2 ,3 PT 2 .27 518 .60 722 .61 4 14 .06 2 .7 PI 2 .75 519 ' 13 1 ,309 '42 5 17 .57 3 .3 PI 3 .27 519 '76 2 ,077 '33 6 15747 3 .8 PT 3 .76 520 '41 2 ,856 '37 7 13 '36 4 '2 PI 4 '20 531 '02 3 ,482 '99 8 11 '26 4 '8 PI 4 '76 521 '05 3 ,953 '41 9 9 ' 15 7 .0 PI 6 '97 625 '55 4 ,214 '03 10 7 '05 7 '5 PT 7 526 '49‹P 4 ,267 '02 lI 4 '95 6 .8 PI 6 .82 525 '28 4 , 198 '35 12 2 '61 5 .4 PI 5 .44 522 '92 4 ,064 '78 13 0 .74 4 '6 PI 4 '61 621 '62 3 ,072 '29 0 r: -=�. • fir' t1.��-- -T" 11 +-7 --- - Lo -_ +4- 1 -r34 'DA cc, D i\ • O. 2 ' -5 --= 0 • ©444 Ar I,.... " i o' ► � 10 . cO • MA_ 0.87 5 0, .0 A 7 t1 C. r= 0 . Co "DA = 0. (4- s = 0, 074 a. g, •�1 12' C-- s © . (6, = 0.0 s 0. 0744- 4- 17 0744- -r17 12._ _74c C, Q.4 DA= o. _ = 0.014 14 +�ca L._ fro L. \ c-� PROJECT 0O-019-0O RUN DATE 04-23-2001 ============================================================================ INLET NUMBER #1 LENGTH 0 .0 STATION 10+00 DRAINAGE AREA = 0 .525 ACRES C VALUE = '350 CA = 0 ' 184 DRAINAGE AREA = 0 '525 ACRES C VALUE = '350 CA = 0 'I84 SUM CA= 0 '367 INT= 3 '50 CF5= 1 '286 CO= 0 '000 GUTTER FLOW= 1 '286 GUTTER SLOPE = 0 '0200 FT/FT PAVEMENT CROSS SLOPE = 0 '0200 FT/FT SPREAD AT A SLOPE', OF '020 ( ft '/ft ' ) IS 4 '99 ( ft ' ) XXXXXXXXXX GRATE INLET IN A SUMP XXXXXXXXXX DEPTH OF WATER = 0 ' 14 SPREAD = 7 ' 11 Grata operates as A WEIR INLET NUMBER #1 LENGTH 0 '0 STATION 10+00 DRAINAGE AREA = 0 -525 ACRES C VALUE = ' 350 CA = 0 -184 DRAINAGE AREA = 0 '525 ACRES C VALUE = '350 CA = 0 ' 184 SUM CA= 0 '367 INT= 6 '60 CFS= 2 '389 CO= 0 'O00 GUTTER FLOW= 2 '389 GUTTER SLOPE = 0 -0200 FT/FT PAVEMENT CROSS SLOPE = 0 '0200 FT/F7 SPREAD AT A SLOPE OF .020 ( ft '/ft ' ) IS 6 '29 ( ft ' ) XXXXXXXXXX GRATE INLET IN A SUMP XXXXXXXXXX DEPTH OF WATER = 0 '21 SPREAD = 10 '74 Grate operates as A WEIR . . PROJECT 00-019-00 RUN DATE 05-01-2001 ============================================================================ INLET NUMBER #3 LENGTH 8 '0 STATION 11+75 DRAINAGE AREA = 0 '760 ACRES C VALUE = '420 CA ` 0 , 310 SUM CA= 0 '319 INT,- 3 '30 CFS,:. 1 ' 117 CO:.: 0 '000 GUTTER FLOW:: 1 ' 117 GUTTER SLOPE = 0 '0200 FT/FT PAVEMENT CROSS SLOPE 0 '0208 Fl/[[ SPREAD g W/T SW SW/5X So a S `W SE 4 '03 2 .0 0 '50 0 '0000 3 '8 0 .93 3 '4 0 ' 143 0 . 153 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 8 _ 1 EFFICIENCYl 'UO CFS lNTERCEPT[D= 1 . 12 CFS CARRYOVER,, 0 '00 . _ . _ , . ___ . ___ ___ _ _ .���������������������� lNLET NUMBER #3 LENGTH 8 'U STATION 11 +75 DRAINAGE AREA = 0 760 AC|<[S C VALUE = '420 CA = 0 '319 SUM CA= 0 '319 INT-:z 6 '50 CES,,, 2 '025 CO= 0 '000 GUTTER FLOW .- .„' .0/5 GUTTER SLOPE = 0 .0200 FT/FT PAVEMENT CROSS SLOPE = 0 . 0208 |T/(l SPREAD W W/T SW SW/5X So a S ^W SE 6 '06 2 -0 0 .33 0 '0800 3 '8 0 '7/ 3 '4 0 ' 143 0 - 131 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 11 '6 EFFICIENCY,, 0 .86 CES INTERCEPTED 1 '83 CFS CARRYOVER= 0 '25 , . ============================================================================ INLET NUMBER 44 LENGTH 6 '0 STATION 13+34 DRAINAGE AREA = 0 '330 ACRES C VALUE = '650 CO = 0 '214 SUM CA= 0 '214 INT= 3 '50 CFS,., 0 '761 CU= 0 '000 GUTTER [|'0W= 0 ' 75L GUTTER SLOPE = 0 '0167 FT/FT PAVEMENT CROSS SLOPE '.. 0 '0200 Fl/FT SPREAD W W/T 6W SW/S% Eo a S `W S[ 3 '08 2 .0 0 .65 0 '0800 3 '8 0 .90 3 '4 0 ' 143 0 ' 161 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 6 '3 EFFICIENCY= 1 '00 CFS INTERCEPTED= 0 '75 CFS CARRYOVER= 0 '00 = ===================================== ...=================....================= INLET NUMBER .44 LENGTH 6 '0 STATION l3+J4 DRAINAGE AREA = 0 .330 ACRES C VALUE = .650 CA = 0 '214 SUM CA= 0 '2L4 INT= 6 '50 [FS'., 1 '394 CO= 0 '000 GUTTER FLOW.- l 394 GUTTER SLOPE = 0 'O167 FT/FT PAVEMENT CROSS SLOPL = 0 '0200 FT/FT SPREAD W W/T SW SW/SX Eo a S ^U 6L 5 .03 2 .0 0 '40 0 '08O0 3 '8 0 '86 3 '4 0 ' 143 0 ' 142 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 8 '8 EFFICIENCY= 0 '07 CFS INTERCEPTED= 1 '22 CFS CARRYOVER 0 ' 18 . , ` INLET NUMBER 45 LENGTH 8 '0 51ATI0N 14+26 DRAINAGE AREA = 0 ' l50 ACRES C VALUE = .900 CA = 0 .115 5UM CA= 0 - 135 INT= 3 '50 CES,,, 0 '473 CO-,,, 0 '000 GUTTER FLOW~ 0 .4/3 GUTTER SLOPE = 0 '0500 FT/FT PAVEMENT CROSS SLOPE = 0 '0208 |'T/FT SPREAD W W/T 6W 5W/SX Eu a S 'W 6E 1 '57 2 '0 1 '27 O '0800 3 '8 1 '00 3 '4 O ' 143 0 ' 163 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 7 '2 EFFICIENCY= 1 '00 CFS INTERCEPTED-:-: 0 '47 CFS CARRYOVER= 0 '00 . . ========================= ``===`,- � INLET NUMBER 45 LENGTH 8 '0 STATION 14+26 DRAINAGE AREA = 0 ' 100 ACRES C VALUE = '900 CA = 0 '136 SUM CA= 0 ' 130 INT= 6 '60 CFS= 0 '878 C0= 0 '000 GUTTER FLOW= 0 .878 GUTTER SLOPE = 0 '0500 FT/FT PAVEMENT CROSS SLOPE = 0 '0208 E7/F[ SPREAD W W/T SW SW/SX Eu a S `W or 1 _90 2 '0 1 .01 0 '0800 3 '9 1 .00 3 '4 0 ' 143 0 ' 163 XXXXXXX%XX CURB INLEl ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 9 '3 EFFICIENCY= 0 '97 CEO INTERCEPTED= 0 '85 CEO CARRYOVER= 0 '02 ^ . � . .... „ ... .,.. ..... . .........„... .......„..- -.„ ...„„ „ - „ . .' , - - • •-• . " — - '� - "� INLET NUMBER #6 LENGTH 10 '0 STATION 15+*0 DRAINAGE AREA = 0 '260 ACRES C VALUE = '900 CA = 0 '234 SUM CA= 0 '234 INT -, 3 '50 CES= 0 .819 co= 0 .000 GUTTER FLOW= 0 '819 GUTTER SLOPE = 0 '0440 FT/FT PAVEMENT CROSS SLOPE = 0 '0208 FT/FT SPREAD W W/T SW SW/SX Eo a S 'W SE 1 '98 2 'O 1 'O1 0 ,O80O 3 '8 1 .00 3 '4 0 - 143 0 ' 163 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 8 .7 EFFICIENCY= 1 '00 CFO INTERCEPTED= 0 .82 CFS CARRYOVER 0 '00 �������� ���������� __ . _ _ .-- _ .����������������������������������������� INLET NUMBER #6 LENGTH I0 '0 STATION 16+40 DRAINAGE AREA = 0 '260 ACRES C VALUE = .900 CA = 0 '234 SUM CA= 0 -234 INT,--,- 6 '50 CFS ,.- 1 .521 CO= 0 '000 GUTTER FLOW= 1 '521 GUTTER SLOPE = 0 .0440 FT/FT PAVEMENT CROSS SLOPE = 0 '0208 FT/FT SPREAD W W/T SW SW/SX Eo a S "W SE 3 '76 2 '0 0 '53 0 '0900 3 '8 0 .94 3 .4 0 ' 143 0 . 155 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 11 '6 EFFICIENCY= 0 '97 CFO INTERCEPTED= 1 '48 CFS CARRYOVER= 0 '04 . . ============ ========== ==================== INLET NUMBER #10 LENGTH 12 '0 STATION l0+00 DRAINAGE:: AREA = 0 '870 ACRES C VALUE = '400 CA `` 0 '348 SUM CA= 0 '348 INT--: 3 '50 CF6= 1 '218 CO.,, 0 '000 GUTTER FLOW- 1 '218 GUTTER SLOPE = 0 '0740 FT/FT PAVEMENT CROSS SLOPE = 0 '0208 Fl/FT SPREAD W W/T SW SW/SX Lo a S 'W SE 2 '29 2 .0 0 '87 0 '0800 3 '8 1 '00 3 .4 0 ' 143 0 '163 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= I2 '0 EFFICIENCY= 1 .00 CES INTERCEPTED= 1 .22 CFS CARRYOVER= 0 '00 INLET NUMBER 410 LENGTH 12 .0 STATION 10+00 DRAINAGE AREA = 0 '870 ACRES C VALUE = .400 CA = 0 .346 SUM CA= 0 '348 INT ,, 6 50 CFS,-- 2 '262 CO-: 0 '000 GUTTER FLOW,-. 2 .2o2 GUTTER SLOPE = 0 '0740 FT/FT PAVEMENT CROSS SLOPE = 0 '0208 Fl/FT SPREAD W W/T SW 51/4/�X Eo a '3 `W SE 4 ' 19 2 .0 0 '48 0 .0800 3 ,8 0 '92 3 '4 0 . 143 0 ' 1bJ XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 16 '3 EFFICIENCY= 0 '91 CF5 INTERCEPTED. 2 '06 CPS CARRY0VE.R= 0 .20 . . INLET NUMBER #ll LENGTH 8 '0 STATION 10+28 DRAINAGE AREA = 0 . 140 ACRES C VALUE = '650 CA = 0 .091 SVM CA= 0 '091. TNT= 3 '50 CFS,, 0 '318 CO,, 0 '000 GUTTER FL0W= 0 .318 GUTTER SLOPE = 0 '0740 FT/FT PAVEMENT CROSS SLOPE = 0 '0208 F7 /FT SPREAD W W/T SW 5W/SX Eo a S ^W 6F 1 '26 2 '0 I '59 0 '0000 3 '8 1 '00 3 '4 0 '143 0 ' I63 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 6 '8 EFFICIENCY= 1 '00 CFS INTERCEPTED- 0 '32 CES CARRYOVER': 0 '00 -- - , - - -.-..,. ~ ' INLET NUMBER 411 LENGTH 8 '0 STATION 10+2.0 DRAINAGE AREA = 0 ' 140 ACRES C VALUE = .650 CA = 0 '091 SUM CA= 0 '091 TNT= 6 '50 CFS,, 0 '591 CO;',. O 'OOO GUTTER FLOW- 0 .591 GUTTER SLOPE = 0 '0/40 FT/FT PAVEMENT CROSS SLOPE � 0 '0208 Fl /FT SPREAD W W/T SW SW/5X Eo a 5 `W SE- 1 .59 [l '69 2 .0 I '26 0 '0800 3 '8 1 '00 3 -4 0 ' 143 0 ' 163 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= S 'O EFFICIENCY= 0 '99 SFS INTERCEPTED= 0 '50 CF -3 CARRY0VER= 0 '01 . . INLET NUMBER 412 LENGTH 6 '0 STATION 11+17 DRAINAGE AREA = 0 '090 ACRES C VALUE = '660 CA = 0 '068 SUM CA0 '058 INT= 2 '60 CFS= 0 .205 CO'' 0 '000 GUTTER FLOW , 0 205 GUTTER SLOPE = 0 '0740 FT/FT PAVEMENT CROSS SLOPE = 0 '0200 FT/FT SPREAD W W/T SW 5W/SX Eu a S ^W SE 1 .07 2 '0 1 '88 0 ,0800 3 .8 1 .00 3 .4 0 . 143 0 . 163 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LEN8TH= 5 '7 EFFICIENCY= 1 '00 CFS INTERCEPTED= 0 '20 CFS CARRYOVER= 0 '00 INLET NUMBER 412 LENGTH 6 '0 STATION ll+ L/ DRAINAGE AREA = 0 '090 ACRES C VALUE = '650 CA = 0 .058 SUM CA= 0 '058 INT= 6 .50 CFS,-. 0 '380 CO-, 0 '000 GUTTER FLOW= 0 '380 GUTTER SLOPE = 0 '0740 FT/FT PAVEMENT CROSS SLOPE = 0 '0208 FT/Fl SPREAD W W/T SW SW/5X Eo a S ^W 3E 1 .34 2 .0 l '49 0 .0800 3 '8 1 '00 3 '4 0 ' 143 O ' 163 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 7 '4 EFFICIENCY= 0 '95 CFS INTERCEPTED= 0 '36 CFS CARRYOVER= 0 '02 ` ===============================================================�= ` ===`' '� INLET NUMBER if12A LENGTH 10 '0 .sT4lI0N 1O+00 DRAINAGE AREA = 0 .430 ACRES C VALUE = '400 CA = 0 '172 SUM CA= 0 ' 172 INT,.--:: 3 '50 CFS 0 .602 CO,:,- 0 '000 GUTTER ClOU= 0 '602 GUTTER SLOPE = 0 '0740 FT/FT PAVEMENT CROSS SLOPE ` 0 '0200 FT/FT SPREAD W W/T 00 S0/SX Eo a S 'W 8E 1 '60 2 '0 1 '2S 0 'O800 3 .8 1 '00 3 '4 0 ' 143 0 'I63 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 8 -9 EFFICIENCY= I 'OO CFS INTERCEPTED= 0 '60 CF0 CARRYOVEK= 0 '00 •- • ` .- --...— INLET NUMBER 412A LENGTH }O 'O STATION 10+00 DRAINAGE AREA = 0 '430 ACRES C VALUE = '400 CA = 0 'I72 SUM CA= 0 ' 172 INT= 6 '50 CFS= 1 '118 C0= 0 '000 GUT[EK FLOW= 1 .. 110 GUTTER SLOPE = 0 '0740 FT/FT PAVEMENT CROSS SLOPE = 0 '0208 FT/FT SPREAD W 0/T 5W 30/SX Co a S ^W SE 2 .04 2 .0 0 '96 0 '0800 3 '8 1 '00 3 '4 0 ' 143 0 ' 163 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 11 '6 EFFICIENCY= 0 '97 CFS INTERCEPTED= 1 '09 CFS CARRYOVER 0 '03 . . . INLEF NUMBER #13 LENGTH 6 '0 STATION 12+00 DRAINAGE AREA = 0 '060 ACRES C VALUE = '600 CA = 0 '036 SUM CA ' 0 '036 INT= 3 '50 a5` 0 . 126 CU= 0 .000 GUlTE� Ft 00, 0 . 1 :::6 GUlTER SLOPE = 0 '0700 FT/FT PAVEMENT CROSS SLOPE = 0 '0208 [T/|T SPREAD W W/[ 5W SW/SX So a 3 `W SE 0 .90 2 .0 2 .23 0 .0800 3 .8 1 .00 3 '4 0 ' 143 0 . 163 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 4 '5 EFFICIENCY= 1 '00 CFS INTERCEPTED= 0 ' 13 [FS CARRYOVER 0 '00 , . _ _ . - ������� INLET NUMBER 413 LENGTH 6 .0 STATION I2+00 DRAINAGE AREA = 0 '060 ACRES C VALUE = '600 CA ` 0 '036 SUM CA= 0 .036 INT,. 6 '50 CFS,-, 0 '234 CO.,,-, 0 '000 GUTTER FLOW= 0 '234 GUTTER SLOPE = 0 '0700 FT/FT PAVEMENT CROSS SLOPE = 0 .0200 FT/FT SPREAD W W/T SW SW/SX Eo a � ,W �[ 2 ' 13 2 .0 1 '77 0 '0800 3 .0 1 '00 3 '4 0 ' 143 0 ' 163 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 6 '9 EFFICIENCY= 1 '00 CFS INTERCEPTED= 0 '23 CFS CARRYOVER,, 0 '00 ^ . =�== '= -= INLET NUMBER 4136 LENGTH 10 '0 STATION 10+00 DRAINAGE AREA = 0 .300 ACRES C VALUE = .600 CA = 0 '180 SUM CA= 0 180 INT= 3 '50 CFS= 0 '630 CO, 0 '000 GUTTER FLOW= 0 .630 GUTTER SLOPE = 0 '0700 FT/FT PAVEMENT CROSS SLOPE = 0 .0200 FT/|l SPREAD W W/T SW SW/SX Eo a 5511 'sE 1 '64 2 .0 1 '22 0 '080O 3 '8 1 '00 3 '4 0 . 143 0 '1�3 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 0 .9 EFFICIENCY= 1 '00 CEO INTERCEPTED= 0 '63 CVS CARRYOVER= 0 '00 INLET NUMBER 413A LENGTH 10 '0 STATION 10+00 DRAINAGE AREA ' 0 .300 ACRES C VALUE = '600 CA = 0 '100 SUM CA= 0 ' 180 INT-, 6 '50 CFS= 1 '170 CO-,,, 0 '000 GUTlEK FLOW1 . 1 './0 GUTTER SLOPE = 0 '0700 FT/FT PAVEMENT CROSS SLOPE 0 '0208 FT/FT SPREAD W W/T SW SW/SX E* a S `W SE 2 .25 2 .0 0 '09 0 '0000 3 .0 1 .00 3 .4 0 ' 143 0 . 163 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 11 '6 EFFICIENCY0 '97 CES INTERCEPTED= 1 ' 14 CEO CARRYOVER- 0 '03 . INV 00V Q - r o \ fJCJ t11 \1 11 5 '39 . o ts (0 .3 . co k Nv4 4, Td 11.1 , 3 L r 1 (01 . 37 NV ovy = 53S , ( _ceps (Mit ) - Ae.orkt— ,1 ao 3) 1 5 To Di 4- 4-- L ' 5-4 • SS' 1,14V o tiTT' = 5 3 , = k , '` rN 1 r = 55c, Qt 0 . 4 Z �.• 1 .� C�.1Z:7o .76 — 4. 88 � s v`S ‘ 51' is G ek To ,DI,ie"5 L. ‘,07, 3 i 1NQ 001 S 5 .. = t5.4-o ,o r->) 4 N = 530. 0 SS (C)I GA7 t OtS :Z. Co 4 0 to U k �� 1Nv e_ v-c- 52.a( . "1-. -4‘ jQ Nr/ v►-4 5ze, . 0 (;)to z 40 4- C)+9 ]•Ifl • 15 7. 3C;. �: S tS " QCT 1144 ©k.)-r- s . 7V ~— o 21 0 7� - � s (M4-) c-,-o„ "5 7 1 letf' ---" i.► ; r Ro i•A 7<k . -m. .G- 1 PG GLO 4 7. 47 e,Qs srC,0 °1 ® .Y . tom = o.5S5 I:) r -T7c' e-s . -1 t rl ) 001- ( 1`t 01"( N • 0 7 47 - Ft-i3A) Qic) � o0-r w SZo -G �= c'Z .� , off QC) r�J „J = s12 .o Q -Niz -�*`7 +. . �5 7.► c 4; = 5 . c- C 13C/4- 12. ‘ 52- 45 ' LT- i or s 1 t . e) " _ Z. 3t7� t3 i ► kvi Sto �► , Z qt0 = c (ojjo .oct) •r ~3" (0.41-7,1- r 14 L, ' rNv ova = ‘ o . 51 � � o /0 N r1 = 5 0% _¢t -- 7. ► l 6. -. - 4 1 i) Q,o o. = �. ��-c < .o ll� � r e.s (Cc)ar, 4- T 12 A ---ro i Z. 4 2 Z2 4 8 8 INV ocir = ► 3, C? 11-4,\.) ► 1y ‘-‘/(0 .4 iv 1- CC2-s tb 13:14- 'To i i 3 1..-,z 2.S INV 001" = St1 , 11,1 it-1 ,510 . 0=. oC© % k t)(o ) e — 1 i s�► R�-� eo C-N1 to .S51(4).ZfV, ccitkikp. 1 jr 024-1m_c,I.c EX i T►t � -- i s " cz- `Z.);) D1-it+ (7- 10 • 4-4 -- C ?.c ,t i- (c),.5\ki.40,4() r-": /83.43 nt fi ! • DITCH CALCULATIONS: NORMAL CRITICAL. SLOPE (FT/FT): .0148 .0055 FLOW(CFS): 2.61 VELOCITY(FT/SEC): 5.7625 4.0005 LENGTH(FT): 67.68 DEPTH (FT): 0.4955 0.6561 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.20 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 7.87328 CFS DITCH CALCULATIONS: NORMAL CRI'T'ICAL SLOPE (FT/FT): .0178 .0055 FLOW(CFS): 2.61 VELOCITY (FT/SEC): 6.1614 4.0005 LENGT'II(FT): 101.37 DEPTH (FT): 0.4715 0.6561 MANNINGS N: .0130 TRAVEL TIME (MN): 0.27 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACTTY = 8.631092 CFS Pl Pe. DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0146 .0075 FLOW(CIS): 4.88 VELOCITY (FT/SEC): 6.7230 5.1346 LENGTH (FT): 54.85 DEPTII (FT): 0.7151 0.9040 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.14 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACI`T'Y- 7.822384 CFS ¶0 AD1 -5 DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0540 .0097 FLOW(CFS): 6.40 VELOCITY (FT/SEC): 11.7716 5.9198 LENGTH(FT): 107.33 DEPTH(FT): 0.5690 1.0293 MANNINGS N: .0130 TRAVEL TIME (MEN): 0.15 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY- 15.05701 CFS .1:::)‘ S -ro MA s A DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0441 .0117 FLOW(CFS): 7.36 VELOCITY (FT/SEC): 11.3072 6.4814 LENGTH(FT): 40.77 DEPTH(FT): 0.6549 1.0900 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.06 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY 13.60975 CFS Pt 9 M 45 At -TO k DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT'): .1021 .0117 FLOW(CFS); 7.36 VELOCITY(FT/SEC): 15.4358 6.4814 LENGTH(FT'): 96.00 DEPTH (FT): 0.5150 1.0900 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.10 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY = 20.69488 CFS FRo t)eN or P 7A `''co DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT'): .0200 .0040 FLOW (CFS): 7.47 VELOCITY(FT/SEC): 8.0567 4.4223 LENGTH (FT): 6.00 DEPTH (FT): 0.5850 0.8925 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.01 TRAPEZOIDAL CHANNEL WIDTH= 1 ft Left Side Slope= 1 :1 Right Side Slope= 1 :1 DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FTlFT): .0773 .0120 FLOW(CFS): 7.47 VELOCITY (FT/SEC): 13.9887 6.5487 LENGTH(FT): 49.17 DEPTH (FT): 0.5612 1.0962 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.06 CIRCULAR CI-HANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 18.0064 CFS i , --rte D i DTTCH CALCULATIONS: NORMAL CRTTICAL SLOPE (FT/FT): .0200 .0054 FLOW(CFS): 2.47 VELOCITY(FT/SEC): 6.3363 3.9271 LENGTH (FT): 25.00 DEPTH (FT): 0.4434 0.6373 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.07 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY - 9.160112 CFS RETURN FOR ANOTHER PROBLEM- ANY OTHER ICEY ENDS: • tD1 11 To I1 12- DTTCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0913 .0082 FLOW (CFS): 5.49 VELOCITY(FT/SEC): 13.6888 5.4437 LENGTH(FT): 85.39 DEPTH (FT): 0.4528 0.9573 MANMNGS N: .0130 TRAVEL TIME (MIN): 0.10 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACI'T'Y= 19.57624 CFS ?iz'E, DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0230 .0111 FLOW (CFS): 7.10 VELOCITY(FT/SEC): 8.7141 6.3266 LENGTH (FT): 52.25 DEPTH (FT): 0.7878 1.0744 MANNINGS N: .0130 TRAVEL'TIME (MIN): 0.10 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACTTY= 9.815897 CFS ID TO k4 DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0100 .0077 FLOW(CFS): 8.64 VELOCITY(FT/SEC): 6.6513 5.9561 LENGTH(FT): 60.00 DEPTH (FT): 1.0339 1.1475 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.15 CIRCULAR CHANNEL DIAMETER- 1.5 FT PIPE CAPACTTY = 10.53266 CFS T2)1 P' - .. `j )1 t 2-A -To ID.► 1'Z DITCII CALCULATIONS: NORMAL. CRITICAL SLOPE (FT/FT): .0346 .0050 FLOW(CFS): 1.22 VELOCITY (FT/SEC): 6.3026 3.1594 LENGTH(FT): 28.88 DEPTH(FT): 0.2686 0.4403 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.08 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 12.05278 CFS z ► 1::) 1 - 13 DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT!FT): .0160 .0050 FLOW (CFS): 1.28 VELOCITY (FT/SEC): 4.8583 3.2055 LENGTH (FT): 25.00 DEPTH (FT): 0.3340 0.4513 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.09 CIRCULAR CHANNEL DIAMETER= 1.25 FT PIPE CAPACITY = 8.19299 CFS CA * ,x\ T c- ' s RC-F' s • DITCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT/FT): .0100 .0098 FLOW(CFS): 6.44 VELOCTI'Y(FT/SEC): 6.0170 5.9412 LENGTH (FT): 18.00 DEPTH (FT): 1.0181 1.0323 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.05 CIRCULAR CIANNEL DIAMETER= 1.25 FT PIPE CAPACITY= 6.477044 CFS ac-g©�� R�1�t �1 `�i�► ,,Ne( DTTCH CALCULATIONS: NORMAL CRITICAL SLOPE (FT!FT): .0219 .0148 FLOW(CIS): 8.43 VELOCITY (FT/SEC): 8.8201 7.1745 LENGTII(FT): 36.00 DEPTH (FT): 0.9088 1.1410 MANNINGS N: .0130 TRAVEL TIME (MIN): 0.07 CIRCULAR CHANNEL DIAMETER-- 1.25 FT PIPE CAPACITY = 9.595119 CFS