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Storm Sewer Analysis
SPRING CREEK TERRACE PHASE ONE STORM SEWER ANALYSIS 010 & Q100 STORM EVENTS wF• a $ `o Z inn m to d ti co =�a < d a m a 6 L E U z 2co 0 FD C W Z W ` W a W O 6L 141 0 W 0 ' N W 0- A Cr) CO ' 0 Q) 0 0 D 11 Z 8 in W E m Q v 2. .= CO = c � � N w v fb I, ' : 2 Q N 9 - d m 1 0 0 15 d 2 0 TO A CO 1 O— M 1 z 0 0 co a M E W w 0 (n W N a 4k 0 cc °' g g C i l * o8 - I-o Calculation Results Summary Scenario: Base »» Info: Subsurface Network Rooted by: 0 -1 »» Info: Subsurface Analysis iterations: 2 »» Info: Convergence was achieved. CALCULATION SUMMARY FOR SURFACE NETWORKS Label Inlet Inlet Total Total Capture Gutter Gutter Type Intercepted Bypassed Efficiency Spread Depth Flow Flow ( %) (ft) (ft) (cfs) (cfs) #DS -3 Generic Inlet Generic Default 100% 7.87 0.00 100.0 9.65 0.77 #DS -4 Generic Inlet Generic Default 100% 8.35 0.00 100.0 10.10 0.78 #DS -2 Generic Inlet Generic Default 100% 3.55 0.00 100.0 3.75 0.59 #DS -1 Generic Inlet Generic Default 100% 11.99 0.00 100.0 12.85 0.86 CALCULATION SUMMARY FOR SUBSURFACE NETWORK WITH ROOT: 0 -1 Label Number Section Section Length Total Average Hydraulic Hydraulic of Size Shape (ft) System Velocity Grade Grade Sections Flow (ft /s) Upstream Downstream (cfs) (ft) (ft) P -5 1 30 inch Circular 30.00 22.46 5.89 277.07 277.00 P -4 1 30 inch Circular 39.28 19.46 3.96 277.66 277.57 P -6 1 24 inch Circular 92.92 8.35 2.66 278.27 278.16 P -3 1 30 inch Circular 36.14 13.34 2.72 278.19 278.16 P -8 1 24 inch Circular 286.80 13.41 10.54 282.93 278.69 P -7 1 24 inch Circular 238.85 13.47 10.64 288.19 283.43 P -1 1 24 inch Circular 33.75 11.99 6.20 288.72 288.69 Label Total Ground Hydraulic Hydraulic System Elevation Grade Grade Flow (ft) Line In Line Out (cfs) (ft) (ft) 0 -1 22.44 280.00 277.00 277.00 #DS -3 22.46 280.00 277.57 277.07 J -2 19.46 280.00 278.16 277.66 #DS -4 8.35 280.00 278.77 278.27 J -1 13.34 281.00 278.69 278.19 J -3 13.41 288.80 283.43 282.93 #DS -2 13.47 290.87 288.69 288.19 #DS -1 11.99 290.87 290.02 288.72 Completed: 05/11/2011 02:33:42 PM 010 Title: SPRING CREEKTERRAC E PHASE ONE Project Engineer: Michael G. Hester, P.E. c:\...yc walhdocfileskstormcad\sct.stm Hester Engineering Company StormCAD v5.5 (5.5003J 05/11 /11 02 :33:53 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 & a/o � $ Egg 1 60 CO q QL 8 8 8 ; 8 ■ )) ■ 8 . o ■ ■ § � ; m r 2 k ° $0 . d!§ 2 E 77 ; «;8 \ 3 I .t . 2 ) ■ # Iii ., - x a d / 58•8:44 k ; .. . . . . E § ) | 2U;|�k § ..�,� ■; � !:.■�� $ �� a� � ... . . . . .. . . . | + $ 2 8 • ) ■ 10 $ / 0 ® 2 . 8 8 uk e : l � � c ■ ig c — © 2 2 ■ 7� e .� EL § 0- .2 ` § o � ; • ij a. 2 | | a m \ c o % ■ 2 OW §§ & a o as k - ° 2 %# 13 w § § « �k �, ' . 8 ) | . � s 40 r E � �� §� 0 ■. ° aft: § §� ,qa� 222 ;:[ : fƒ § \. | Q1O »: rt u a §`o d to m +�+ a w— x u�a C (. ° O s L E co O� O Ott) v O N 0 0 N N U M p o � p 0 0 t1) "E "E CM 0 a .0 t E O it') Q„ N N O p co O J N N C C N O N — O O N .cM N 0 + DOJ0565 V 04 MV CO O 100 + (/100 tr Ni 0 Ni r n C ;N. 1 ti ti 4t N. N NN UO P. N N :: & vi .0 .0 4= c 0 n 1 � - = a » E_ C W . - - O d • is 6. .L O.0 N M � v J nt]JV)0' S m a s O 4. m � V W� 00 v L_ o N °' 4 C = 1 p j# 0 m .L ��N 0 N. n' . C N N O' ♦ d 0 JCeCO i N— co 0 -o L 4" ti 0.. 1.0 1.0 toM 0 v 66 s tn NN UN w ' 00to O .C U w �� O d O G) N�N a O » p) N O n E �N � C CN p w n U a) L'. ala=°'Np JDOJV)V) € se 0 wa 0 U o O ♦ z - O a Q10 0 • Scenario: Base Pipe Report Label Upstream Upstream System Total Length Constructed Section Mannings Full Velocity Hydraulic Hydraulic System Inlet Inlet Intensity System (ft) Slope Size n Capacity In Grade Grade Flow Time Area CA (in/hr) Flow (ft/ft) (cfs) (ft/s) Une In Une Out (min) (acres) (acres) (cfs) (ft) (ft) P-3 N/A N/A 3.17 13.34 36.14 0.002767 30 inch 0.012 23.37 2.72 278.19 278.16 60.42 P-4 N/A N/A 3.16 19.46 39.28 0.003819 30 inch 0.013 25.35 3.96 277.66 277.57 60.64 P-5 1.68 0.96 3.15 22.46 30.00 0.003333 30 inch 0.012 25.65 4.59 277.07 277.00 60.81 P-6 3.22 1.93 429 8.35 92.92 0.002152 24 inch 0.012 11.37 2.66 278.27 278.16 37.80 P -1 7.86 3.72 320 11.99 33.75 0.006519 24 inch 0.013 18.26 4.64 288.72 288.69 59.50 P -7 0.77 0.46 3.19 13.47 238.85 0.021604 24 inch 0.012 36.02 6.11 288.19 283.43 59.59 P-8 N/A N/A 3.18 13.41 286.80 0.021130 24 inch 0.012 35.62 6.10 282.93 278.69 59.96 0 0 Title: SPRING CREEKTERRAC E PHASE ONE Project Engineer: Michael G. Hester, P.E. c:1...1jc walhdocfileslstormcedlsct.stm Hester Engineering Company StormCAD v5.5 [5.5003) 05/11/11 02:35:56 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 • Scenario: Base Node Report Label Area Inlet Inlet System Time System System System Total Ground Rim Hydraulic Hydraulic (acres) C CA CA of Flow Time Intensity Rational System Elevation Elevation Grade Grade (acres) (acres) Concentration (min) (in/hr) Flow Flow (ft) (ft) Line In Line Out (min) (cfs) (cfs) (ft) (ft) 0-1 7.07 60.89 3.15 22.44 22.44 280.00 280.00 277.00 277.00 #DS-3 1.68 0.57 0.96 7.07 11.40 60.81 3.15 22.46 22.46 280.00 279.83 277.57 277.07 J -2 6.11 60.64 3.16 19.46 19.46 280.00 279.98 278.16 277.66 J -1 4.18 60.42 3.17 13.34 13.34 281.00 280.66 278.69 278.19 #DS-4 3.22 0.60 1.93 1.93 37.80 37.80 4.29 8.35 8.35 280.00 279.38 278.77 278.27 J-3 4.18 59.96 3.18 13.41 13.41 288.80 288.80 283.43 282.93 #DS -2 0.77 0.60 0.46 4.18 13.30 59.59 3.19 13.47 13.47 290.87 290.87 288.69 288.19 #DS -1 7.86 0.47 3.72 3.72 59.50 59.50 3.20 11.99 11.99 290.87 290.87 290.02 288.72 Q 10 Title: SPRING CREEKTERRAC E PHASE ONE Project Engineer: Michael G. Hester, P.E. c:l..ljc walhdocfiles\stormcad\sct.stm Hester Engineering Company StormCAD v5.5 15.50031 05/11/11 02:36:29 PM ® Haestad Methods, Inc. 37 Brookside Road 1Naterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 • Calculation Results Summary aaa= a..===== aa= aaaaaaa.=.....aaaaaa=.=====aa== =.aria.. =a =a =a = ==a Scenario: Base »» Info: Subsurface Network Rooted by: 0 -1 »» Info: Subsurface Analysis iterations: 2 »» Info: Convergence was achieved. CALCULATION SUMMARY FOR SURFACE NETWORKS Label Inlet Inlet Total Total Capture Gutter Gutter Type Intercepted Bypassed Efficiency Spread Depth Flow Flow ( %) (ft) (ft) (cfs) (cfs) #DS -3 Generic Inlet Generic Default 100% 10.62 0.00 100.0 11.91 0.84 #DS -4 Generic Inlet Generic Default 100% 11.46 0.00 100.0 12.50 0.85 #DS -2 Generic Inlet Generic Default 100% 4.79 0.00 100.0 5.99 0.66 #DS -1 Generic Inlet Generic Default 100% 16.63 0.00 100.0 15.47 0.94 CALCULATION SUMMARY FOR SUBSURFACE NETWORK WITH ROOT: 0 -1 Label Number Section Section Length Total Average Hydraulic Hydraulic of Size Shape (ft) System Velocity Grade Grade Sections Flow (ft /s) Upstream Downstream (cfs) (ft) (ft) P -5 1 30 inch Circular 30.00 31.23 6.36 277.15 277.00 P -4 1 30 inch Circular 39.28 27.04 5.51 277.82 277.65 P -6 1 24 inch Circular 92.92 11.46 3.65 278.52 278.32 P -3 1 30 inch Circular 36.14 18.53 3.77 278.38 278.32 P -8 1 24 inch Circular 286.80 18.61 11.46 283.16 278.88 P -7 1 24 inch Circular 238.85 18.68 11.57 288.43 283.66 P -1 1 24 inch Circular 33.75 16.63 6.59 289.07 288.93 Label Total Ground Hydraulic Hydraulic System Elevation Grade Grade Flow (ft) Line In Line Out (cfs) (ft) (ft) 0 -1 31.20 280.00 277.00 277.00 #DS -3 31.23 280.00 277.65 277.15 J -2 27.04 280.00 278.32 277.82 #DS -4 11.46 280.00 279.02 278.52 J -1 18.53 281.00 278.88 278.38 J -3 18.61 288.80 283.66 283.16 #DS -2 18.68 290.87 288.93 288.43 #DS -1 16.63 290.87 290.37 289.07 =====....aa aaaaa== a=====___......= = =aa =aaaaaa = =a = = =a = =a.a....aa.a Completed: 05/11/2011 02:38:24 PM 0100 Title: SPRING CREEKTERRAC E PHASE ONE Project Engineer: Michael G. Hester, P.E. c:1...1jc waWdocflleslstormcadlsct.stm Hester Engineering Company StormCAD v5.5 [5.50031 05/11/11 02:38:38 PM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 aF•- I �§ƒ 2 la e Rk) ■ 9 CO 8 8 8 4" 8 8 }) | 8 2 A f g � ■' E " / "" 2 $6 . d 4 i E ; ;« ii 2 $ § , k |d « = f 2| w ' 4fq Q 0 _ . ! #tee 7 k E 8 . , s et 00 40 q E Eƒ /\ ■ § _ _8o r . % !.. !#a2 .. . . . a ■ (0 D 2 8 R E n c) e 6 \& @ . d ®3 i:74:.; ! 02 w 1 ,# oi - 22 ■ o © I. ® °� E. ■ a.: , �� V. 0 07 0) = 8 .. : k a � m , -. E. 8 % %! . t , ' 0 % ■ -- d §[ ■ a 1 k/ it % 1��| uJ 0 w �£ w, u ... .. k 8 /{ lei . . : 2 2 ■ w aa CO a \ % 0 . , 2� aii ).2 @ 2 n' a $ ,- `-" ® # 5 k Q100 � ' r t B C1 o vui; ^+ dui CA y- x Iti t. 9 > C U Q Td O L€ 2 oL° N e u $ O d' W ..4:4 c N. n w O N 0 0 N N v M O Q � N Q O O t o * E 'E C M 0 a ,p E E O tf) Q„ O (Do O co O J cV) N N C C N O N — — O 6 O RI O.0 ,N � + J00JV)U) § 9- 4 CO V (O CO to 0 + (�) 00 ~ v co Q I tiN. P. 'kN. 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Nr 'C C 00 r v 0 1 0 tE �NN OOO M PS J (A " • 0 8m V CO ^, N - -CA �, ic O W 0 fl.C N _ O e a �� v JDoJ(A iv m C 4- W� W d ii 0 L 0 N 0)et C a , aj �' O m a) Q + ( ) V ��� ui 0 O 1` " " 4, ^ Loco LL Lo M A v Lo 6 �VLO NN UN z Lo 00 CO C � w 0M� a N N NetN a � N •• C CQ?N� a E N - -N w�+ U .0 E E ai a N O g JCe V) Y $2 w w a 0 U �g 0 Z e N 0 a 41 0 ■ Q100 Tr H U O Scenario: Base Pipe Report Label Upstream Upstream System Total Length Constructed Section Mannings Full Velocity Hydraulic Hydraulic System Inlet Inlet Intensity System (ft) Slope Size n Capacity In Grade Grade Flow Time Area CA (in/hr) Flow (ft/ft) (cfs) (ft/s) Line In Line Out (min) (acres) (acres) (cfs) (ft) (ft) P-3 N/A N/A 4.39 18.53 36.14 0.002767 30 inch 0.012 23.37 3.77 278.38 278.32 60.35 P-4 N/A N/A 4.39 27.04 39.28 0.003819 30 inch 0.013 25.35 5.51 277.82 277.65 60.51 P-5 1.68 0.96 4.38 31.23 30.00 0.003333 30 inch 0.012 25.65 6.36 277.15 277.00 60.62 P-6 3.22 1.93 5.89 11.46 92.92 0.002152 24 inch 0.012 11.37 3.65 278.52 278.32 37.80 P -1 7.86 3.72 4.43 16.63 33.75 0.006519 24 inch 0.013 18.26 5.43 289.07 288.93 59.50 P -7 0.77 0.46 4.43 18.68 238.85 0.021604 24 inch 0.012 36.02 7.12 288.43 283.66 59.59 P-8 N/A N/A 4.41 18.61 286.80 0.021130 24 inch 0.012 35.62 7.11 283.16 278.88 59.93 Q100 Title: SPRING CREEKTERRAC E PHASE ONE Project Engineer: Michael G. Hester, P.E. c:\...yc walPdocfileslstormcad\sct.stm Hsster Engineering Company StormCAD v5.5 [5.5003] 05/11/11 02:39:32 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 • . Scenario: Base Node Report Label Area Inlet Inlet System Time System System System Total Ground Rim Hydraulic Hydraulic (acres) C CA CA of Flow Time Intensity Rational System Elevation Elevation Grade Grade (acres) (acres) Concentration (min) (in/hr) Flow Flow (ft) (ft) Line In Line Out (min) (cfs) (cfs) (ft) (ft) 0-1 7.07 60.70 4.38 31.20 31.20 280.00 280.00 277.00 277.00 #DS-3 1.68 0.57 0.96 7.07 11.40 60.62 4.38 31.23 31.23 280.00 279.83 277.65 277.15 J -2 6.11 60.51 4.39 27.04 27.04 280.00 279.98 278.32 277.82 J -1 4.18 60.35 4.39 18.53 18.53 281.00 280.66 278.88 278.38 #DS-4 3.22 0.60 1.93 1.93 37.80 37.80 5.89 11.46 11.46 280.00 279.38 279.02 278.52 J-3 4.18 59.93 4.41 18.61 18.61 288.80 288.80 283.66 283.16 #DS -2 0.77 0.60 0.46 4.18 13.30 59.59 4.43 18.68 18.68 290.87 290.87 288.93 288.43 #DS -1 7.86 0.47 3.72 3.72 59.50 59.50 4.43 16.63 16.63 290.87 290.87 290.37 289.07 0100 Title: SPRING CREEK TERRAC E PHASE ONE Project Engineer: Michael G. 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Friday, Jun 10 2011 SPRING CREEK TERRACE COMMON AREA TRENCH DRAIN 0100 Rectangular Highlighted Bottom Width (ft) = 1.50 Depth (ft) = 0.92 Total Depth (ft) = 1.00 Q (cfs) = 7.790 Area (sgft) = 1.38 Invert Elev (ft) = 286.40 Velocity (ft/s) = 5.64 Slope ( %) = 0.80 Wetted Perim (ft) = 3.34 N -Value = 0.013 Crit Depth, Yc (ft) = 0.95 Top Width (ft) = 1.50 Calculations EGL (ft) = 1.42 Compute by: Known Q Known Q (cfs) = 7.79 Elev (ft) Section Depth (ft) 288.00 - 1.60 287.50 1.10 287.00 0.60 286.50 0.10 286.00 -0.40 285.50 -0.90 0 .5 1 1.5 2 2.5 Reach (ft) ■ . r Li. Id — 0 w O w • U) J _ Li w D Q °II II 0 0 m (/) w 0 0 Z 0 0 F- C� O w U Q 0 �w (n U Z W a_ 0 Z EL Ni 0 0 O w W 0 F- Z 0 F W _> (fX0 (±).. (r) 0w( Z // 3NH 1 �/ 0� 2��i Qo wwp __ ____ U) L ` 0 F- Z A s _ 00 W w w -� . _ \,, Q Q w —, s■iiiim_ ■ �� Z - D J - .. �...�. .,w ■■___ ■ �Z^ (n ■ ...__.� _.._._.._....___._..._. _... 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FAX (979) 846 -8252 S x a `` 2 0, COLLEGE STATION, BRAZOS COUNTY, TEXAS \� G� \\ Back Lot Drainage Rational SCT Backlot Tc BrazosCounty 100 -Year Duration -16 min, /nten= 9.43 /n /hr Prepared by Hester Engineering Company Printed 6/7/2011 HvdroCAD® 9.00 s/n 05170 © 2009 HvdroCAD Software Solutions LLC Page 1 Summary for Subcatchment 2S: (new Subcat) [48] Hint: Peak <CiA due to short duration Runoff = 0.60 cfs @ 0.27 hrs, Volume- 0.013 af, Depth= 1.24" Runoff by Rational method, Rise /Fall =1.0/1.0 xTc, Time Span= 0.00 -0.75 hrs, dt= 0.01 hrs BrazosCounty 100 -Year Duration -16 min, Inten -9.43 in /hr Area (ac) C Description 0.130 0.60 0.130 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft /ft) (ft /sec) (cfs) 19.5 120 0.0250 0.10 Sheet Flow, Grass: Bermuda n- 0.410 P2= 4.50" Subcatchment 2S: (new Subcat) Hydrograph 0.65i / 1 0.60 cfs LO Runoff` 0.6= Brazos County 100-Year 0.55-E D uration =l6 min, 0.5: Inters =9.43 in /hr 0.457: ; ` Runoff Are a= 0.130ac N 0.4=' t Runoff Volume =0.013 of lir 3 0.35= Runoff Depth =1.24" 0 0.3 Flow L ength= 120' U 0.25: Slope =0.0250 '1' 0.2= # Tc=19.5 min 0.15-i # C =0.60 0.1 0.05 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 Time (hours) , . . 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' J ZVO9Z '13 well 1 1 Ca L 1 l1 • 01139+0 BIS 0 \I 1 1 14■ u1 90•9LZ 13 'Aul 0 PV6L.Z '13 'P00 1.■ IMMO • 0000+0 BIS EL o L 43.) 8. 8 8. 8 8 8 . 8 <, ,■ CV E 1+ ( D a ' CI ) E 2 lil 0 +FP CI) 62 FITTINGS °'V� t)p�5t DROP-IN GRATES DROP-1N GRATES PRODUCT CODE 6" (150mm) 0601D1 8" (200mm) 0801D1 i' 7 1O ( 0mm) 100101 11 IT (3OOmm) 1201DI 15 (375rnm) 1501DI _ - 18' (4 1801D1 24° (600mm) 2401D1 Fits inside Sewer SDR 35 Fits inside N -12 Dual Wait Pipe Pipe and IPS SCH 40 Pipe BACK TOINDEX 1 50 FITTINGS frlS et td let?' iNsERTA TEE® FITTINGS SDR35 INTO SDR35 INTO N12 PLAIN END/N-12 ST/N-12 WT N-12 PLAIN END/N-12 ST/N-12 WT PRODUCT PRODUCT DIAMETER DIAMETER CODE CODE -4, 4 into 6" (100mm into 150mm) 4P26F56N12 10" S0R35 into 12 (250mm into 300mm) 10P3512N12 4" SDR35 into 8" (100mm into 200mm) 4P26FB8N12 10' SDR35 into 15 (250mm into 375mm) 10P3515N12 4* S0R35 into 10" (100mm into 250mm) 4P26F810N12 10' S0R35 into 18" (250mm into 450mm) 10P3518N12 4" S0R35 into 12* (100mm into 300mm ) 4P26F1312N12 10" SDR3irito24* (250mm into 600mm} 10P3524N12 4 SIDR35 into15 into 375mm) 4P26F8151412 10 S 0R35 nto 36" (25iin m i rtio750Mm ) 10P3530N12 4' SDR35 into 18" (100mrn into 450mrn) 4P26F818N12 10 SDR35 into 36" (250mm into 900mm) , 10P3536N12 4* SDR35 into 24" (100mrn into 60Ornm) 4P26F824N12 10" SDR35 into 42" (250mm into 1050mm) ', 10P3542N12 4 into into 750 4P26F630N12 " SDR35 nto 30" (100mm nto mm) 10" SDR35 into 48" (250mm into 1200mm) 10P3548N12 4 SDR35 into 36' (100mm into 900mm) 4P26F836N12 10' $01335 into 60" (250mm into 1500mm) 12P3560N12 4' SOR35 IMO 42' (100mm into :1050mm) 4P26F842N12 12" S01135 Into 15' (300mm into 375mm} , 12P3515N12 4" SOR35 into 48 *(100mm into 1200mm) 4P26FB48N12 12 SDR35 into 18" (300mm into 450mm) ' 12P3518N12 4" S0R35 into 60* (100mm into 1500mm) 4P26F860N12 12 S0R35 (n10 24 *" (300MM into 600MM) 12P35245112 6' SDR35 into 8' (150mm into 200mm) 6P26FB8N12 124SDR35 into, 30(300mm into 750mr(21_,A2P3530N12 6' SDR35 into 10" (150mm into 250mm) 61:26F810N12 12 SDR35 into46 (300mm into 900rnm) 12P3536N12 6" SDR25 into 12* (150mm into 300mm) 6P26FB12N12 1? SDR35 into 42" (300mm into 1050mm) 12P3542N12 6" SDR35 into 15' (150mm into 375mm) 6P26F815N12 12'' SDR35 into 48 (300mm into 1200mm) , 12P3548N12 6 SDF135 into 18' (150mm into 450mm) 6P26F818N12 12 SDR35 into 60" (300mm into 1500mm) 12P3560N12 6' SDR35 into 24" (150mm into 600mm) 6P26F1324N12 15" SDR35 into 18" (375mm into 450mm} 15P3518N12 6' SDR35 into 30* (150mm into 750mm) 6P26F1330N12 15" SDR35 into 24' (375mm into 600mm) 15P3524N12 6" SDR35 into 36* (150mm into 900mm) 6P26F836N12 15" SDR35 into 30" (375mm into 750mm) ' 15P3530N12 6' SDR35 into 4T 150mm into 1050mm) 6P26F842N12 15" SDR35 into 36' (375mm into 900mm 15P3536N12 6" SDR35 into 48 into1200mm) 6P26F848N12 15" SDR35 into 42 (375mm into 1050mm) , 15P3542N12 6* SOR35 into 60* (150mm auto 1500mm) 6P26FB60N12 15" SDR35 into 48" (375mm into 1200mm) ' 15P3548N12 8" SDR35 into 10" (200mm into 250mm) 8P3510N12 15" SDR35 into 60' (375mm into 1500mm) ' 15P3560N12 84SDR25 into124(200mml5to, 300(Tim) 8P3512N12 18" SDR35 into 24' (45Orpm into 600mm) 18P3524N12 8 into 15' (200mm no 375mm) 8e3515ra 18:DR35 into 16 (450mm into 750mm) 18P3530N12,, 8* SDR35 into 18" (200mm into 450mm} 8P3518N12 18 "S61335 into 36' (45 intO900mm) 18P3536N12 8' SDR35 into 24' (200mm into 600mm) 8P3524N12 18" SDR35 into 42 (450mm into 1050mm) 18P3542N12 8' SOR35 into 30 (200rnm into 750mm) 8P3530N12 18 S0R35 into 48 (45Ornm into 1200mm) 18P3548-N112 „_...-- 8 SDR35 into 36" (200mm into 9 00mm} 8 P3536N12 18" SDR35 into 60 (450mm into 15Domm) 11303550N12 8' S0R35 into 42 (200mm into 1050mm) 8P3542N12 8' SDR35 into 48 (200mm into 1200mm) 8P3548N12 8 SDR35 into 60' (200mm into 1500mm) 8P3560N12 ift , 4 , . 0 R ,.., leit Bap< TO INCe< I 30 FITTINGS Dud, Lyda END CAPS & ADAPTERS TO SMOOTH HDPE N-12 12" - 60" END CAPS* DIAMETER N-12 PLAIN END N-12 WT (-, , ' V V Includes 1 :asket 12" (300mm) 1201AN 1201AN658 lillreanMESMIIIIIIIIIIIIEZEZIIIIIIIII 1501AN658 18* (450mm( 1801AN 1801AN658 24 (600mm) 2401AN 2401AN6513 „. 30* (750mm) 3001AN 3001AN658 36" (900mm) 3601AN 3601AN658 42 105Ornal) 4201AN 4201AN656 , 48 (1200mm) 4801AN 4801AN658 N-12 PLAIN END N-12 WT 60' 1500mm 6001AN 6001*4658 END CAP END CAP END CAPS ARE FOR HORIZONTAL APPLICATIONS ONLY END CAPS ARE NOT PERMITTED TO BE USED /N ANY VERTICAL APPLICATIONS. MISUSE OR FAILURE TO PROPERLY SECURE ENO CAPS MAY RESULT IN DAMAGE TO PERSONS OR PROPERTY OR MAY RESULT IN /NARY OR DEATH, DUAL WALL SNAP END CAPS SEWER & DRAIN ADAPTER DIAMETER PRODUCT CODE DIAMETER PRODUCT CODE 6" 150mm) 0667M 4' 100mm 0467AA 8" (200mm) 0867AA 10' 250mm) 1067M ' f - = ' I I '' = I' 1 1 SNAP END CAP SEWER & DRAIN ADAPTER 8" - 60" NON-PRESSURE PIPE END PLUG WITH GASKETS* DIAMETER PRODUCT CODE it 8' (200mm) 0833AA — I I ' 10" (250mm) 1033AA a-7=r-- , l ,\ -,*, ,., 12" 300mm 1233AA ,-, IIIIIEZEEIECMIII 1533AA , - 18" (450mm) 1833M — 24 (600mm) 2433AA 36" (900mm) 3633M 42" (1050mm) 4233AA 48" (1200mm) 4833AA 60* (1500mm 6033AA END PLUG * iNOT INTENDED FOR PERMANENT USE OR VERTICAL ORIENTATION. NOTE. CONTACT YOUR LOCAL SALES REPRESENTATIVE FOR AVAILABILITY OF SIZES NOT LISTED ABOVE. BACKTOINDEX I • FITTINGS 31 REDUCER L7lat Walt' N22 DUAL WALL FABRICATED REDUCERS -- D" - 30" DIAMETER N -12 PLAIN END N-12 ST N-12 WT ' : ! BELL-AND-SPIGOT Includes 2 gaskets Includes 2 gaskets 6 x 4 (150mm x 100mm) O67OAN1. 8" x 4" (200mm x 100mm) 0870AN , 8' x 6" (200mm x 150mm) 087141 p .. , . ti '- 10" x 4" (250mm x 100mm) 1O7OAN 10 x 6" (250mm x 150mm) 1O71AN N - PLAIN END REDUCER 10" x 8" (250mm x 200mm) 1072AN 12" x 4" (300mm x 100mm) 1270AN 1270AN65B 12" x 6" (300mm x 150mm) 1271AN 1271AN65B 12" x 8" (300mm x 200mm) 1272AN 1272AN65B i _ „.„ ,_--. ...„.w —. .... 12" x 10" (300mm x 250mm) 1273AN 1273AN65B x 4' (375mm x 15" ••. 100mm) 1570AN 157OAN65B 15" x 6" (375mm x 150mm) 1571AN 1571.AAN65B 15" x 8" (375mm x 200mm) 1572AN 1572AN650 15" x 10" (375mm x 250mm) 1573AM 1573AN65E3 15" x 12" (375mm x 300mm) 1574AN 1574AN85B 1574AN65B 18 x 4 (450mm x 100mm) 1870AN 1870AN65B N. ST AND .___ __ _...m_ . _.e�W. m N 12 WT REDUCER 18" x 6" (450mm x 150mm) 1871AN 1871AN65B 18" x 8," (450mm x�200mm) _ 1872AN - �mw.��. -__ .�.�,u.0 1872016513 ........._ 18" x 10' (450mm x 250mm) 1873AN 1873AN65B 18" x 12" (450mm x 300mm) 1874AN 1874AN856 1874AN65B 18" x 15" (450mm x 375mm) 1875AN 1E 75AN856 1875AN65B 24" x 4" (600mm x 100mm) 2470AN 2470AN658 24" x 6" (600mm x 150mm) 247 2471AN656 24" x 8" (600mm x 200mm) 2472AN 2472AN658 24" x 10" (600mm x 250mm) 2473AN 2473AN165B 24" x 12" (600mm x 300mm) 2474AN 2474AN85B 2474AN65B 24' x 15" (600mm x 375mm) 2475AN 2475AN85B 2475AN658 24' x 18' (600mm x 450mm) 2476AN 2476AN85B 2476AN65B 30" x 4" (750mm x 100mm) 30701N ,m..., 3070AN65B 30" x 6" (750mm x 150mm) 3O71AN 3071AN65B 30" x 8" (750mm x 200mm) 3072AN 3072AN656 30' x 10" (750mm x 250mm) 3073AN 3073AN65B 30" x 12' (750mm x 300mm) 3074AN 3074AN85B 3074AN658 330" x 15" (750mm x 375mm) 3075AN 3075AN858 3075AN65B 30" x 18' (750mm x 450mm) 307641 3076AN85B 3076AN6561 30" x 24' (750mm x 600mm) 3077AN 3077AN85B 3077AN658 NOTE, CONTACT YOUR LOCAL SALES REPRESENTATIVE FOR :AVAILABILITY OF SIZES NOT LUSTED ABOVE. r (1) e■la 0 . m 3 Cn ts.) 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El. 288.58 Out 0 CA CD CO g CO 0 I M ....... 0 ,....S: °..,/ CD in 7 • • *..? 3 = KS\ Back Lot Drainage Rational SCT Backlot Tc BrazosCounty 900 - Year Duration min, inten=9.43 in/hr Prepared by Hester Engineering Company Printed 6/7/2011 HvdroCAO0 9.00 sin 05170 O 2009 HvdroCAD Software Solutions LLC Noe 1 Summary for Subcatchment 2S: (new Subcat) (48) Hint: Peak<CIA due to short duration Runoff - 0.60 cfs 0 0.27 hrs, Volume- 0.013 af, Depth- 1.24° Runoff by Rational method, Rise/Fall-1.0/1.0 xTc, Time Span- 0.00 -0.75 hrs, dt- 0.01 hrs BrazosCounty 100 -Year Duration -16 min, Inten -9.43 in /hr Area (ac) C Description 0.130 0.60 0.130 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft /sec) (cfs) 19.5 120 0.0250 0.10 Sheet Flow, Grass: Bermuda n- 0.410 P2- 4.50' Subcatchment 2S: (new Subcat) Hydrograph 0.65 0.60 cfs D Runoff 0.6 BrazosCounty 100 -Year 0.55 Duration =16 min, 0.57 Inten =9.43 in /hr 0.45 Runoff Area =0.130 ac w 0.4= Runoff Volume =0.013 af Runoff Depth= 1.24" • 0.3 Flow Length -120' u- 0.25 Slope= 0.0250 '1' 0.2= Tc =19.5 min 0.15 C =0.60 0.1 0.05 - ] O f ry 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 Time (hours) • FITTINGS 31 REDUCERS N-12* DUAL WALL FABRICATED REDUCERS - 6" - 30'' N-12 ST DIAMETER N-12 PLAIN END N-12 WT BELL-AND-SPIGOT Inch/ries 2 gaskets Inc:IL:ties 2 gaskets 6' x 4' 1150mm x 100mm! 067048 !' ' 8' x 4" 1200mm x 100mm; 0870AN 8' x 6" ;200mr; x 150rirr; 0871"i ay x 4" 1250m el x 10Or'in I 103 N-12 PLAIN ENO REDUCER 10' x 6' 1250mm x 150mir; 107148 10 x 8" 1250mm x 200tr 10i2AN 12'' x 4' ;300mrt x 100ntell 12/DAN 12TOAN658 12' x 6' ;300'nel x 150rtrr: 1271A'i 12714\1658 12' K a' 1300mel x 200n 127: 1272AN65B 12' x 10" 1300mm x 250nt1 1272,AN 1273AN65B 15' % .1' t3751 x l001 1570AN 16704N65B 15' x 6' i375rrry x 150;rrn, 1571AN 15714N658 I 15' x 8" :375n x 200mrn 117:72AN 157241,1615B 1 1 lb' x 10" ;311.;mer x 2b0ttimi lb /MN lb /34N6b1:1 I lb' x 12' 13/brtur x 300'nm'; 1314,N 140,8 b 8 lb/448658 N ST AND 16' x 4' ;45O3' x 100mm: 1870AN 18704N658 N WT REDUCER 18' x 6' 14504 x 150n;T: 1871AN 18714\65B 8" ;490mrlx 20'3171): 18724N 18774N65B 18' x 10" ;450411 x 25Oivm: 1P73AN 18734865B '---------- 18' x 12' ;450teri x 3001 1874AN 187448856 18744865B 18' x 15' 1450411•1 N 37 511n11 18/SAN 18164N858 18754N6513 24' x 4" 1600mn N 100mm; 24(048 243'048658 24' x 6'' :e001111 I A 1501'311 ; 2471AN 2471AN6L)B 24' x 8" 1600mm x 200tr 24t2AN 24 ■248653 24' x 10" ;600mm x 250rr 24(34N 24 i3ANU.1)8 24' x 12' i600 x 300tr-n: 2474AN 247448858 24744N658 24' x 15' 1600 x 375 24754N 2475AN8513 24754\1658 24' x 18' 16100rem x 45 Orr T:: 2•76AN 24764885B 2476AN6511 30" x 4" ;750mm x 100mm; 3070AN 3070AN65B 30' x 6" 1750mm x 150mir; 3071A\ 30714N658 30' x 8' :750mm x 203irm' 3072AN 3072AN656 30' x 10" ;7501111 x 2531 n 3073AN 30734N658 30' x 12' ; fbOult x 300rte' 30/4AN 30i4AN8bEI 30144,Nu58 30' x E.' ;750 x 3715'irm 30/SAN 3015AN858 3075AN658 30' x 18' ; x 450e-r 3076AN 30 3Q 35' 3, 26' ;750rnel li 600rr re:. 307IAN _ 307748853 3077AN6511 OIL. CYJNIACI YOUR LOCAL SALES REPRLSENTArivt_ T Ok AMIABILITY Of SIZES %Or LIS ITO ABOvt.. 30 FITTINGS END CAPS & ADAPTERS TO SMOOTH HDPE N-12' 12" - GO" END CAPS* DIAMETER N-12 PLAIN END N-12 WT li 1 gasket 1 i2'00rir 201.AN 1201.AN65B 1. 1.601AN 1.1.101AN1858 18' 14b()!Irll 1801A\ 1801) 24 ' ;600.neni 2401AN 2401AN65F1 • 30' 1j750mir 3001AN 300140/65B 36 (900 rn :3601A\ 36014N658 42" , :101:10rtt-w. 4201AN 4201AN1668 48' ■:1200n urti 4801A\ 4801A N6bE1 N-12 PLAIN END N-12 WT 60' :15(..10rn 6001.A% 600141\165B END CAP END CAP rijfi tolt%!0•11',0NS r %,7) , 7'0 pr LiStrn fl ANY VERif(14/. APPLiCAT)ONS MrSUcE Of? FA it URE TO PROPEMY SETAIRF Fev0 CAPS WV RFsto. T MAGF Tr) PERSONS OR PROPFRTY OR MAY RF.50 T Iry POOR OR 1.3FATH. DUAL WALL SNAP END CAPS SEWER & DRAIN ADAPTER DIAMETER PRODUCT CODE DIAMETER PRODUCT CODE 6' f:110rrni 06670,4 4' i1001 0467AA 8 '1200mrit 086 ?M , :250trro: 106 SNAP END CAP SEWER & DRAIN ADAPTER 8" - 60" NON-PRESSURE PIPE END PLUG WITH GASKETS* DIAMETER PRODUCT CODE 8' (20Ornrr 0833AA ' 1 11r1250m!To 1033AA 12" t300rrimi 1233AA 15' f37.51rrn1 1533AA 18' 450 1.833AA 24" :600rrrl■ 2433AA 30'1750mtii 30334A 36" :530Ornrit 3633.4A 42' (1050Trup: 42334A 48" 1, 120Orrm 4-833AA 60'111500m rn 6033AA END PLUG • Nar INTF7tonf FOR FFRMANFNT i,SF OR I/FR. ORIFNTATON. NO(L. CONIACIYOL.I? LOCAL SALES PEPRES1NTAJWL AvAIL.48 Of SIZES ■'40? L/SILV AUOVL I BAG< TOINDEX 50 FITTINGS eree iNsERTA TEE® FITTINGS SDR35 INTO SDR35 INTO N-12 PLAIN END/N-12 ST/N-12 WT N-12 PLAIN END/N-12 ST/ N-12 WT PRODUCT PRODUCT DIAMETER DIAMETER CODE CODE 4 SD:135 into 6' i00) rn into 15Orritn'y 4P26FT36N12 ' 10' SDR39 :nto 171250Trn into 300rntro 10P35121\ 12 4' SOR36 into 8' 1100.11nt ■nto 200rmin 4P261-88N12 10' SDR35 rito15" :21,10rprt1 into 3151 10P35151\12 4' Sp. into 10' ;100it nr into 250inrit 4P26F910N12 10' SDR35 18' i250-nrn into 450m-n:. 10P35181%.12 4' 50;35 into 12 1100-nin nto 300m ni 4P2617312 N12 10' SDR35 .nr,o 24' (250mm into 600mm: 101 4' SDR36 into 15' LQflm nto 375mrn t 4P26I315%12 ID' SDR35 , nto 30" :250 into 750-ntrn 10P3530N12_, 4' SDR3 : into 18 1100'nril,riti 45,0mrin 4P261-818N12 10' SDR35 _tit() 36":250rimi into 90Ornrit) 101'35361112 4' SD;i:3.5 into 2 into 600rmr: 4P26H32 10' SDR35; 42":2501 into 1050rron! 10/ soR35 into 30' i100-im nto 750r 4P2611:330\112 10' SDR35 , nto 48' :2501 into 1200mmt 10P3548N12 SDR35 into :35 mornri nto 90Or1rn) 4P26rE136N12 10' SDR35 , nto 60" ;250rnrn into 1500tnmi 12P3560N12 -1' SD933 into 42 100-nm nto 101iOrnrrn 4P:261 2' SDR:15 Into 15' (300rnm .nto 3Thrrtrr: 12P13515N12 4' SDR35 into 48 i100min rito 1200mrr. 4:Y261'8487'412 12' SDRLib into 18'1 ,rito 4bOrnmi 12P3518N 12 4' SDR31itito 60' 1.100'rini •rito 1500rinr; 4P26F1360N12 12' SDR3b into 24' , :300rnrti into 600rrrrii 12P3524N12 6' SDR3 5 into 8' 1150mm -'to 200mrn 6P26F138N12 12' SDR35 into 30' f300rnrri to 750mm 12P3530N12 6' SDR35 into 10' : ink"; 250trirn■ 6P261 12' SDR36 into 36'1 into 9OOmrij 12P3536N1 2 6' SDR25 into 12 1150mir cr to 300mml 6P26F 12' SDR35 into 42' i300mni into 1050mrn 12P3542N12 6' SDR3o into 1•D' '150 rth) 31brirr: 6P26F815N12 12' SDR3b into 48' 1300pint into 1200trrn: 121 6' SD R,:35 into 18"1 to 450 wim 6P26F818N12 12' SDR35 into 60'1300rnm 1500ront1 12P3560N12 6' SDR35 into 24" 150n tr, into 60 Orr, rtri 6P26F 12 15''SDR35 irto 18"1375mrr irto 45Ornm; 16P:151AN12 6' SDR35 into 30 it:to - 760mirl 6P26F630N12 15" SDR35 irlo 24' (375-nrn nto 600-nrro 15P3•24N12 6' SDR31 into 36 i:1b0rt1rr irtri 900rrintl 6P26F836N12 15" SDR3b irto 30'13 / bmur into 1501 IbP3b30N12 6' SOR35 into 42' 15Oint'n , nto 1050mm 6P26F842N12 15" SDR35 into 36' i375inn tnto 900nirr: 15 2 6' SDR35 into 48' i 130011. rr: 6P2617348 N12 15" SDR35 irto 42' 1375mrn into 1050r 15P3542N12 G' SDR35 into GC` f.11. 6P26FE360N12 15" S13R35 irto 48'137rJmrr into 120Om 15P3548N12 8' S0R36 into 10' i200.nri rito 213011m 819510N12 15" SL)R3b irlo 60'13 ibrrirtr into 1500irrn: 15P3560N12 8 SDR25 into 12 (200otre 1rto 300rn re 81 18' SDR35 into 24' ,;450rnm into 600ntr 18P3524N12 8' SDR35 into 15'1200rnr 3751 8P3515N 18" SDR35 into 30' (45Ornm -nto 750mml 18P3530N12 8' SDR35 into 18' i200rwr rto 460nrm 8P3518N12 18" SDR3L3 into 36' (460rnm ,nto 900mntri 18: 8' SDR3::, into 24' :200'irn into 600rnmi 81'3524%12 SDR35 into 4T 1450rnm nit) 10501rini 181'3542r:112 SDR35 into 30 .1200rnrr into 75Ornii: 8R3530 N12 18' SDR35 into 48' i450min ,nto 1200ritrit:. ;81 2 8' SDR35 into 3F.' r into 5 SP3536N1'2 SDR35 into 60'145Ornm nto 1500mrm 18P3560N12 8' SDR33 into 42' (200ntrr irto 10b0rirr: P3542 N12 8' SDR35 into 48' 11200Thur irto 1200rn 8P3b48N12 8' SDR3.5 into (3c.;' i2001 into 1600nrm: 6P3560N12 41611E mo...4 I BAG< TO 11■Ce, Nylo 12' op In Grate Inlet Capacity Chart 1.00 1.10 Weir Few 1.20 Nice flaw 1.00 0.80 V O.W 0.10 0.20 a00 0.00 0.05 0.10 0.16 0.20 0.26 0.90 0.96 0.40 0.16 0.60 0.66 0.00 0.06 0.70 0.76 0.60 0.5 0.00 0.0.6 1.00 1.06 1.10 Head (1h rl�ici Ny1oilast 3130 Verona Avenue • Buford, Geerpe 30518. 888-8479 / 070) 932 -243• Fa: 070) 932 -2490 WOO Grate Intel CpciyChaAe• Mach 200 Nylop 11Y D • In Grate inlet Capacity Chart 1.10 1.20 Weir Row 1.00 Orrice Row 0.00 0.00 0.10 0.20 0.00 0.00 0.00 0.10 0.15 0.20 0.25 0.30 0.36 0.40 O.46 010 0.06 0.00 0.15 0.70 0.75 0.00 010 0.00 OA6 1.00 1.05 1.10 Head (f!( Nylo 3130 Verona Avenue • Buford, George 30619• 8888479f V7O)932 -2443• Fez: Q70) 932-2490 NOoplael Grde Into' Cap cdy crone• Mach 20010 62 FITTINGS DROP-IN GRATES DROP-IN GRATES MIIIIEOMI PRODUCT CODE 6' iOrrm 060D1 LC; t250ri rr 1001D1 12' 300 r 1201Di 15" ;3 5nt r 150101 18' ,4SOii' 1801D1 21' :6OOnn 210101 Fits inside Sewer SDR 35 Fits inside N-12 Dual Wall Pipe Pipe and IPS SCH 40 Pipe I BACK TONDO( I in 4-- s Nlyloplast Tomorrow's Storm Drainage Structures Today. Nyloplast Grate Inlet Capacity Charts These charts are based on equations from the USDOT/FAA Advisory Circular pertaining to Surface Drainage Design, AC No: AC150 /5320 -5C and the USDOT /FHWA Urban Drainage Design Manual, Hydraulic Engineering Circular No. 22, Second Edition, Publication No. FHWA- NHI -01 -021. Certain assumptions have been made, and no two installations will necessarily perform the same way. Safety factors should change with site conditions and is left to the discretion of the design engineer. Ili , ....„..., ,,,-"-: .\ - 1 .� / \ /%j „�i�� \ � ,jam.. „ . ij r �- . jam / / �j / It Nyloplast® 3130 Verona Avenue • Buford, Georgia 30518 • (866) 888 -8479 / (770) 932 -2443 • Fax (770) 932 -2490 I' • 1t Nyloplast0 is a registered trademark of Nyloplsst. ® 2010 Nyloplast Ltd 3. I March 2010 3 t5 W