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Home My WebLink About03330 - Technical Information Report - Onsite Conveyance System Analysis � ,.... �, ,. ., :- � . _ .., ._-,.: . _ . -: . _ . . -- I O M m m Technical In formation Report for Barbee Mill Onsite Conveyance System Analysis _ � ��1 ..' 1 : 2007 Prepared for: Conner Homes 846 108th Avenue NE Belle��e,��'1� 98004 Pre pared by: Otak, Inc. Ray Smalling, PE Daniel I��loore, EIT 01y�L.S1�j,� 10230 NE Points Drii-e, Suite 400 �� F WASyjh�G,��'� Kirkland,V�'A 98033 �Q' o� Otak Project No. 30788 a ��: �i .�� ,;:�� w � �� GIST �� G ' .a,� '�;v�LEN t��1 �� Januar��9, 2007 �- ►�•� � �� 3330 Barbee Mill Onsite Conveyance System Analysis The Barbee 1�Iill project site is located�vest of Lake Washington Boulei-ard and south of I-405 and the 44�` Street interchange and adjacent to Lake Vi�'ashington. The e:sisting Barbee I�-1ill site has an e�sting drainage basin of approxitnately 19.95 acres. T`his drainage basin consists of e:iisting unpervious pa�-ed areas totaling 16.82 acres and 3.13 acres of e�sting per�rious areas. Future Conditions North of May Creek The onsite drainage basin north of I��fay Creek discharges to Lake��'ashington,via a 18" LCPE pipe,located within Tract E (see Figure 1}. Flo�vs to this discharge pipe originate I from two separate pipe systems�vhich comTerge at CB 25 located�vithin Tract E. The tu�o pipe systems consist of a roof drain b��ass s��stem,�vhich enters from the north, and a pipe sj�stem which con�e}�s the outfall from a�vater qualit�r facilit��located��ithin Tract F. The drainage basins��Thich correspond with these conve}-ance systems are Basins A and B respecri�-e1��. Basin A—Roof Drain Bypass The onsite roof drain b�pass s�-steni conve��s the unpen�ious portions (roof areas) of the proposed onsite parcels (13-48) which reside north of 1�Ta�Creek (Basin A in Figure 1). The effecrive imper�-ious area was assumed to be 65% of the Basin A area, or 1.98 acres. Basin B—Conveyance to Water Quality Facility Tract F The con�reyance s5-stem��hich flo�vs to the�z�ater quality facilitF= (Tract F� con�-e�rs flo�vs generated from the proposed onsite parcels, (lots 1-12 and 49-98) and R.O.�I�' areas north of I�4ajT Creek (Basin B in Figure 2). In addirion, flows are conve}red from the per�-ious areas of i Basin�, (Figure 1) �vhich are collected in Catch Basins located�vithin Street A. T'he flows genexated from the onsite pen-ious areas�rere assumed to be 35°'0 of the proposed onsite parcel areas. The corresponding surface areas are as follows: ONSITE PERVIOUS ac ONSITE IMPERVIOUS ac 3 6.69 Barbee :11i !! Onrite Conveyance Anal)� .rit 1 January 8 , 2007 otak K\project\307(b\30788\Reports\1'IR\ONSITE\TIR_ONSI7'E.doc Barbee Mill �, Onsite Conveyance System Analysis Basin C—South of May Creek The conce��ance s`-stem south of I�-fay Creek con�-e�-s flo�vs�vhich are generated from Basin C. Flo�vs generated from Basin C are generated from the per�>ious lot areas,u-hich flov�- to catch basins located�vithin Street C, and onsite R.O.�'. areas south of 1�4a�� Creek (Figure 3). The lot areas«�ithin Basin C were assumed to be 15°'o penrious. Flo�vs generated from this ! basin are con�reyed to a watet quality facilit�located onsite�tiithin Tract G. The corresponding surface areas are as follo�vs: I ONSITE PERVIOUS ac ONSITE IMPERVIOUS ac ' 0.15 0.85 I Backwater Analysis I A back�vatex analy sis u�as conducted fot each of the proposed convevance s}�stems using i StormShed h�-draulic modeling software b� Engenious S�=stems. Each comre�-ance s}'stem �ra� re�Ted f��r hnth the ?5 and lflll�-ear smrnl c�-ents. Summary Each of the proposed convey�ance systems successfully conveys both the 27 and 1O0 year storm e�rents without any overtopping occurring within the sy stem (see the attached Com-e�-ance Suinmary Table and StormShed reports in Appendi.�A). Barbee 111i1/ Onlite Corra� ey� a �ree Anal�- ris 2 january 8 , 2047 otak I�:\Froject\30700\307RR\Reports\TIR\ONSI'IZ;��I'IR_ONSITF,.dcx � N L � b.0 LL — — � � � — — — — — — — — — — — — — — �:`::'�T." B ARB EE MILL ,�.�a�. , r+a.oiwe °'°°B'90- Onsite By-pass Basin Exhibit: Figure 1 OTANNOTC 57BBY220 C7BBT130 C78BG132 C7BER270 C7ppR500 C78Br�J0 / c�eansai c19aHa6o Y�'�• Sa3i05D PARCELS I 1:7B8G460 � . ��eea'9, BAS I N A � C7BBU630 _ I . � . . ,� .. . ' ., '.�. _ _ _ � .. .' �.� j . �' ' . ... .' ._::. . .,� � ... .. '�� . � . .____'�- ____ ' . .. � � "_'_' _'_' '_", '_"' _" ,. '_'""_ "' " ,.�: _ � .. .._.. '._ ____ ___ __"_ '__'_'_ _" '-_'� , � � � r� � r-� � -� � � �J - � � �;r.. � �r� � iz, --- ,'I � zz zi �� 9 � I ie i� �� ie �s �� u �s � � �'� �� % �\ � � , ,� ; � � , ; ; � ' �� _r_ ________.'____J I 1 � I 1 I I /%� � u �� I'I �o ' o I'I e ' � I'I d ' s I'I . ' � I'I z �. ; , � � � � � � � � � � � ,%� � � -- � I � �- - — ---- ,., � , , ; �' ��s - _�- ,�.- .- �,� --- -- --� ---- ---- --- �a.- _-- - — — — � � � — — — — — — — -- — — — — — � xaE==`_STa= B A R B E E M I L L ��,�o�. � Nn�olv�tl °'BBB'9° - Onsite Basin for Tract 'F' WQ facility: Figure 2 (J fAKNOiE S/FIBY7�0 (;]B971J0 r,70BG�32 � C78BR270 C1tltlR500 / C]0911130 C]9BH3D1 C�B9N<60 "a�K` 5a}ZpSD PARCELS I C7BBG460 -� ,' (:/d8B191 .�� .� ...............i ,.. ' . C/9BU670__ I .. _ BASIN B � � ._ ,. ;- _ . , , � � .,� � ., � �,, ...-..,. '• ' u ` ' ' 'f ,� .�: �H�� __ ., `_ ,a - - - - � ..r � �. . 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THE FiNAL PLAN Internet: WWW.Otak.COM WY DIFFER FROM TMIS CONCEPTUAL PIAN, THE AS THEPPUNESE�NAIZEDRANDTiYPLEM NTED�CES 7anuary 8� ZOO7 ,_ #., . .�, ...,,. . ,. ...,....,.,, Onsite Basin for Tract 'F' WQ facility: Figure 2 � .� � � � _� XRE:�=== B ARB EE MILL <<,�o�. , Reeoive0 tO7fa(NOiE Onsite Basin for Tract 'G' WQ facility: Figure 3 S7BBY270 C/8Bi1J0 [:7d8G432 � C7BBR270 C78BR500 / C]BBHa30 C7BBH301 C 1d8N460 `��' 54.1205D PARCELS I c:788G660 � C]H99191 . . ...�. .. C7BBU630__ I � ,�' i/ .I, .,.... ,.. ... ....... ,., ., . ._�_.. .. ,� .� ,. . ..: � .... .. ..., „�,. �, j. '� ., ....... . .�, . / . ,'. � , , � � , i , f , i f � .� '�.,. 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THE January $� �oo/ OEVELOPER RESERVES THE RICHi TO AWCE CwWGES AS TME PIAN iS FlNAUZEO AND�YPLEMEN7ED. � "„°� ' , �, ��"''u Onsite Basin for Tract 'G' WQ facility: Figure 3 StormShed Report for � Onsite Bypass Conveyance System Backwater Summary Table: Project number: 30788 I Conveyance to Tract "F": _: Structure Flow(cfs Rim E1ev ft} I.E.; ft H ! �� CB 105 3.42 27.4 24.03 25.07 CB 110 3.42 26.65 2421 25.62 CB 111 0.50 26.65 24.36 25.63 CB 115 2.21 27.86 24.8 26.19 CB 120 1.50 28.18 25.12 26.33 CB 121 0.42 28.19 25.69 26.45 CB 125 0.53 29.61 25.87 26.30 i CB 126 0.12 29.61 26.02 26.35 CB 128 0.37 30.32 26.18 26.43 I CB 130 0.34 31.34 26.45 26.29 CB 135 0.32 32.74 28.94 29.05 CB 136 0.05 32.73 29.01 29.13 CB 140 0.20 35.59 31.81 32.07 CB 141 0.16 36.59 31.97 32.23 CB 142 0.12 35.71 32.51 32.72 ' CB 145 0.06 35.71 32.67 32.81 CB 200 0.65 27.03 24.53 25.65 , CB 201 0.08 27.03 24.68 25.65 CB 205 0.55 27.36 24.81 25.54 CB 210 0.48 27.68 25.17 25.77 I CB 211 0.35 27.68 25.32 25.88 CB 300 0.45 27.81 24.98 26.19 CB 301 0.07 27.79 25.24 26.20 CB 305 0.35 28.25 25.4 26.23 CB 306 0.10 28.25 25.76 26.32 CB 400 7.43 26.2 22.07 24.38 CB 401 2.71 26.6 22.17 24.66 CB 403 0.88 27.1 23.16 24.58 CB 405 2.23 26.4 23.47 25.69 CB 410 1.08 26.21 23.82 25.76 CB 415 0.99 26.2 23.97 25.82 CB 420 0.88 26.94 24.55 25.88 CB 425 0.84 27.67 24.96 25.86 CB 426 0.29 27.67 25.11 25.96 CB 430 0.51 28.07 25.18 25.95 CB 435 0.43 29.56 25.73 26.04 CB 436 0.05 29.56 25.89 26.07 CB 440 0.34 30.52 26.05 26.28 CB 445 0.29 31.14 26.38 26.68 CB 446 0.17 31.14 27.91 28.15 CB 450 0.05 30.95 26.73 26.86 CB 455 0.00 30.04 27.16 0.00 CB 499 0.22 26.1 23.93 25.69 CB 500 0.15 26.1 24.08 25.69 CB 503 1.29 27.05 22.17 24.47 CB 504 0.79 26.4 23.7 24.52 CB 505 0.73 26.38 23.85 24.71 CB 510 0.65 26.9 24.19 24.71 CB 515 0.61 27.17 24.49 24.87 CB 520 0.57 27.47 24.71 25.08 CB 521 0.09 27.41 24.86 25.13 CB 522 0.11 28.24 24.82 25.14 CB 525 0.35 27.71 24.99 25.25 CB 530 0.27 28.32 25.48 25.78 CB 531 0.14 28.32 25.64 25.85 CB 600 0.13 26.3 24.1 25.76 CB 601 0.10 26.3 24.19 25.76 CB 605 0.20 26.52 24.01 25.76 CB 610 0.82 27.2 23.83 25.76 CB 611 0.39 27.2 23.99 25.77 CB 612 0.17 27.86 24.23 25.76 , CB 613 0.09 27.86 24.39 25.76 ce szz CB 525 CB 530 CB 305 CB 300 CB 115 CB 120 CB 125 CB 128CB 130 CB 135C8 140 CB 145 CB 515 <5 5 P P � 306 C 301 7 C 13� 1741 Pl S42 � C�� 8 521 C 531 F1 5 � 1Z1 C 126 C 05 CB 105 �� CB 111 I CB 504 CB d03 CB 503 C 00 p C CB 905 � �CB 201 5 CB �� 20 F � C CB 42F�8 600 CB 6 B 610 CB 612 �CB 211 � 1 7 � C 430 C 601 C 611 C 673 CB 136 C 435 �� . F C �40 CB�46 F S C � ' P 450 C 455 Conveyance to Tract"G": d. 'Structu�e `�'� Fl�t;:� "_ � .'!�:E�v ft i.E. ft `°.H i � > CB895 0.11 25.25 22.58 23.02 CB896 0.06 25.31 23.03 23.19 CB898 0.84 23.5 19.8 19.79 CB900 0.84 25.7 22.22 22.93 CB905 0.73 28.02 23.24 23.12 CB910 0.66 32.6 28.45 28.71 C6911 0.04 32.6 29.33 29.41 CB915 0.58 33.62 29.14 29.08 CB916 0.05 32.39 29.46 29.60 CB917 0.03 32.39 29.6 29.69 CB920 0.53 33.87 30.42 30.67 CB921 0.04 33.87 30.58 30.71 C6925 0.43 34.64 31.19 31.41 C6930 0.40 34.98 31.52 31.77 C6931 0.04 34.98 31.68 31.81 C6935 0.28 36.06 32.6 32.82 C6936 0.04 36.06 32.76 32.88 C6940 0.18 37.31 33.85 34.08 C6941 0.12 37.35 34.01 34.24 C6945 0.09 37.86 34.18 34.37 C6950 0.09 38.03 34.33 34.51 C6951 0.04 38.03 34.5 34.62 C8945 CB951 I CB940 C89 dg �$ CB 936 CB916 CB 8931 CB� 7 �B� OUTFA�L P 921 `p CB� CB �911 CB8 896 ' f Street A: Station 26+99.15 to 8+72.06 Onsite B pass S stem t"��,�i�# �,��.. �� '�, �� 1��k�, ,.[ �f,�, N-1A 10.70 27.00 18.98 20.85 N-25 10.70 27.00 19.31 21.75 N-30 8.95 25.70 19.62 22.61 M-OUT N-lA N-25 N-30 --i I i j ;_ j �--� �� ' �I � I � I '� � I � � I I StormShed Report Monday,January 08,2007 Project:30788 BW_BYPASS Page 1 Appendix A: StormShed Report for Onsite Bypass Conveyance System Project Precips [2 yr] 2.00 in [5 yr] 2.50 in [10 yr] 2.90 in [25 yr] 3.40 in [100 yr] 3.90 in [Other] 1.27 in Reach Records Reach ID: P-1A Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 18" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss ' 71.0000 ft 0.50 °-� Groove End Projecting � Diam 1.5000 ft Up Node Dn No�e Up Im,�ert Dn Invert N-1A N-OUT 18.9600 ft 18.6050 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth � 13.5400 ac 10.7026 cf 8.0683 cf 6.0564 fUs -1.0000 ft Ent Loss Exit Loss Frict Loss Start TVV 0.113914 ft 0.569570 ft 0.624488 ft 20.1050 ft comment: Hydr�graph not shifted, 0.59 min forwarded.Submerged or overtop bank condition. Reach ID: P-25 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 18" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 70.0000 ft 0.50°lo Groove End Projecting Diam 1.5000 ft Up Node Dn Node Up Invert Dn Invert N-25 N-1 A 19.3100 ft 18.9600 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO StormShed Report Monday.January 08.2007 Project:30788 BW_BYPASS Page 2 Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 13.5400 ac 10.7026 cf 8.0683 cf 6.0564 ft/s -1.0000 ft Ent Loss Exit Loss Frict Loss Start TW 0.113914 ft 0.569570 ft 0.615693 ft 20.8475 ft comment: Hydrograph not shifted, 0.40 min forwarded.Submerged or overtop bank condition. Reach ID: P-30 ' Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 18" Diam Smooth CDEP 0.0120 Mannings Formula � Length Slope Entrance Loss 62.0000 ft 0.50 % Groove End Projecting �, Diam 1.5000 ft Up Node Dn Node Up Invert Dn Invert il N-30 N-25 19.6200 ft 19.3100 ft � Conduit Constraints: I Min Vel Max Vel Min Cov Min Slope Max Slope Min drop � 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller j 0.0000 in/hr NO NO YES NO I, Conduit Summary: ! Trib Area Flow Capacity Velocity Normal Depth 11.5600 ac 8.9476 cf 8.0683 cf 5.0633 ft/s -1.0000 ft Ent Loss Exit Loss Frict Loss Start TW 0.079618 ft 0.398089 ft 0.381145 ft 21.7525 ft comment: Hydrograph not shifted, 0.20 min forwarded.Submerged or overtop bank condition. StormShed Report Monday,January 08,2007 Project:30788 BW_BYPASS Page 3 Node Records Node ID: N-1A Desc: Manhole structure Start EI: 18.9800 ft Max EI: 27.0000 ft Contrib Basin: B-1A Contrib Hyd: Hgl Elev: 20.8475 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.5696 ft Node ID: N-25 Desc: Manhole structure Start EI: 19.3100 ft Max EI: 27.0000 ft Contrib Basin: B-25 Contrib Hyd: Hgl Elev: 21.7525 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.3981 ft Node ID: N-30 Desc: Manhole structure Start EI: 19.6200 ft Max EI: 25.7000 ft Contrib Basin: B-30 Contrib Hyd: Hgl Elev: 22.6114 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: N-OUT Desc: Manhole structure Start EI: 18.6000 ft Max EI: 108.0000 ft Contrib Basin: Contrib Hyd: � Hgl Elev: 18.6000 ft � StormShed Report Monday,January 08,2007 Project:30788 BW_BYPASS Page 4 Contributing Drainage Areas Drainage Area: B-1A Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 78.00 0.11 hrs Impervious 0.0000 ac 0.00 0.11 hrs Total 0.0000 ac Supporting Data: Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-2� Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 78.OQ 0.11 hrs Impervious 1.9800 ac 98.00 0.11 hrs Total 1.9800 ac Supporting Data: Impervious CN Data: None Entered 98.00 1.9800 ac , Pervious TC Data: ' Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°/a 6.3000 6.30 min Drainage Area: B-30 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 4.4300 ac 86.00 0.11 hrs Impervious 7.1300 ac 98.Oo 0.11 hrs Total 11.5600 ac Supporting Data: Pervious CN Data: None Entered 86.00 4.4300 ac Impervious CN Data: None Entered 98.00 7.1300 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min StormShed Report Monday,January 08,2007 Project:30788 BW_BYPASS Pa e 5 , StormShed Report Monday,January O8,2007 Project:30788 BW BYPASS Page 6 Layout Hydrographs Hydrograph ID: N-OUT - 100 yr Area: 13.5400 ac Hyd Int: 10.00 min Base Flow: Pending tt translation: 0.59 min Peak Flow: 10.7026 cfs Peak Time: 8.00 hrs Hyd Vol: 3.6891 acft Time Flow Time Flow Time Flow hr cfs hr cfs hr cfs 0.67 0.0213 8.83 3.9686 16.67 1.5243 0.83 0.0926 9.00 3.8989 16.83 1.5249 1.00 0.1875 9.17 3.4687 17.00 1.5256 1.17 0.2957 9.33 2.9944 17.17 1.4812 1.33 0.4017 9.50 2.9453 17.33 1.4315 1.50 0.4784 9.67 2.8144 17.50 1.4263 1.67 0.5594 9.83 2.6734 17.67 1.4261 I 1.83 0.6348 10.00 2.6611 17.83 1.4266 i, 2.00 0.6857 10.17 2.5324 18.00 1.4271 2.17 0.7498 10.33 2.3898 18.17 1.3825 2.33 0.8118 10.50 2.3763 18.33 1.3326 2.50 0.8480 10.67 2.2898 18.50 1.3272 2.67 0.8771 10.83 2.1946 18.67 1.3270 2.83 0.9019 11.00 2.1859 18.83 1.3274 3.00 0.9234 11.17 2.1430 19.00 1.3278 3.17 0.9448 11.33 2.0961 19.17 1.2829 3.33 0.9703 11.50 2.0926 19.33 1.2329 I 3.50 0.9978 11.67 2.0499 19.50 1.2274 I 3.67 1.0529 11.83 2.0026 15.67 1.2271 3.83 1.1107 12.00 1.9987 19.83 1.2274 � 4.00 1.1395 12.17 1.9556 20.00 1.2277 I 4.17 1.2253 12.33 1.9079 20.17 1.2280 4.33 1.3186 12.50 1.9037 20.33 1.2283 4.50 1.3516 12.67 1.8602 20.50 1.2287 4.67 1.4415 12.83 1.8121 20.67 1.2290 4.83 1.5387 13.00 1.8077 20.83 1.2293 5.00 1.5720 13.17 1.8083 21.00 1.2296 5.17 1.6649 13.33 1.8095 21.17 1.2299 5.33 1.7653 13.50 1.8108 21.33 1.2302 5.50 1.7985 13.67 1.7675 21.50 1.2305 5.67 1.8939 13.83 1.7189 21.67 1.2308 5.83 1.9967 14.00 1.7143 21.83 1.2311 6.00 2.0297 14.17 1.7147 22.00 1.2314 6.17 2.2006 14.33 1.7156 22.17 1.1863 6.33 2.3892 14.50 1.7166 22.33 1.1359 6.50 2.4343 14.67 1.6729 22.50 1.1303 6.67 2.6895 14.83 1.6239 22.67 1.1299 6.83 2.9718 15.00 1.6190 22.83 1.1301 7.00 3.0320 15.17 1.6192 23.00 1.1303 7.17 3.3390 15.33 1.6200 23.17 1.1305 7.33 3.6775 15.50 1.6208 23.33 1.1307 7.50 3.7483 15.67 1.5767 23.50 1.1310 7.67 6.7445 15.83 1.5274 23.67 1.1312 7.83 10.1497 16.00 1.5224 23.83 1.1314 8.00 10.7026 16.17 1.5224 24.00 1.1316 8.17 8.3555 16.33 1.5230 24.17 0.6310 8.33 5.6145 16.50 1.5237 24.33 0.0726 8.50 5.3244 16.67 1.5243 24.50 0.0084 8.67 4.6707 16.83 1.5249 24.67 a.0010 StormShed Report for Onsite Conveyance to Tract " F " StormShed Report h4onday. January 08, 2007 Project: 30788 BW WQ1 Page 1 Appendix A: I�, StormShed Report for Onsite Conveyance to Tract `F' Project Precips I� [2 yr] 2.00 in I [5 yr] 2.50 in ' [10 yr] 2.90 in ' [25 yr] 3.40 in ' [100 yr] 3.90 in [Other] 1.27 in Reach Records Reach ID: P105 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 173.0000 ft 1.13 % Groove End Projecting ' Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 105 CB 400 24.0300 ft 22.0751 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 4.3200 ac 3.4245 cf 4.1140 cf 5.8598 ft/s 0.6969 ft Ent Loss Exit Loss Frict Loss Start TVN 0.059042 ft 0.295210 ft 1.354204 ft 24.3847 ft Reach ID: P110 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 16.0000 ft 1.13 % Groove End Projecting Diam 1.0000 ft �I Up Node Dn Node Up Invert Dn In�ert CB 110 CB 105 24.2100 ft 24.0292 ft Conduit Constraints: I Min Vel Max Vel Min Cov Min Slope Max Slope Min drop ! 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth StormShed Report Monday,January 08,2007 Project:30788 BW WQ1 Page 2 4.3200 ac 3.4245 cf 4.1140 cf 5.8598 fUs 0.6969 ft Ent Loss Exit Loss Frict Loss Start TW 0.059042 ft 0.295210 ft 0 125244 ft 25.0713 ft Reach ID: P111 Section Properties: ' .Sflap@. CIfC.�lidr RU�IiiilC�' ��2iilOU. Tf�c:`Jc3lTlf'�(' Tr��f��5�' lll� I Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 111 CB 110 24.3600 ft 24.2050 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.6100 ac 0.4967 cf 2.7366 cf 2.6463 ft/s 0.2885 ft Ent Loss Exit Loss Frict Loss Start TW 0.001242 ft 0.006211 ft 0.005105 ft 25.6198 ft Reach ID: P115 �'' Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 118.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 115 CB 110 24.8000 ft 24.2100 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft tn/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 2.7600 ac 2.2118 cf 2.7366 cf 3.8782 fUs 0.6817 ft Ent Loss Exit Loss Frict Loss Start TW 0.024630 ft 0.123150 ft 0.385323 ft 25.6198 ft Reach ID: P120 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 54.0000 ft 0.59 °/a Groove End Projecting StormShed Report P,4onday. January 08.20�7 Project: 30788 BW WQ1 Page 3 Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 120 CB 115 25.1186 ft 24.8000 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 1.8200 ac 1.4988 cf 2.9727 cf 3.7929 ft/s 0.5025 ft Ent Loss Exit Loss Frict Loss Start N.' Reach ID: P121 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Manr � Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projectir� Diam 1.0000 ft Up Node Dn Node Up Invert Dn Inver. CB 121 CB 120 25.6900 ft 25.5350 Conduit Constraints: Min Vel Max Vel Min Cov Min Slop� f�.1�� ,, .� �,• � ��;��.�. 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft u uu�U ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 inlhr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.5100 ac 0.4169 cf 2.7366 cf 2.5173 fUs 0.2638 ft Ent Loss Exit Loss Frict Loss Start TW 0.019680 ft 0.098399 ft 0.003596 ft 26.3312 ft Reach ID: P125 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 144.0000 ft 0.52 °�b Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 125 CB 120 25.8700 ft 25.1212 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft I In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth � StormShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 4 0.6500 ac 0.5322 cf 2.7908 cf 2.7372 ft/s 0.2959 ft Ent Loss Exit Loss Frict Loss Start TV1l 0.001426 ft 0.007129 ft 0.027220 ft 26.3312 ft Reach ID: P126 � Section Properties Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert � CB 126 CB 125 26.0250 ft 25.8700 ft Conduit Constraints: I Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft InlExfil Hold Up Hold Dn Match Inv Allow Smaller � 0.0000 in/hr NO NO YES NO I Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth ' 0.1500 ac 0.1154 cf 2.7366 cf 1.7259 fbs 0.1400 ft Ent Loss Exit Loss Frict Loss Start TW 0.009251 ft 0.046253 ft 0.000275 ft 26.2971 ft ! Reach ID: P128 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 61.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up �nvert Dn Invert CB 128 CB 125 26.1800 ft 25.8750 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 inlhr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.4400 ac 0.3724 cf 2.7366 cf 2.4371 ft/s 0.2491 ft Ent Loss Exit Loss Frict Loss Start TW 0.018446 ft 0.092231 ft 0.005647 ft 26.2971 ft Reach ID: P130 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 46.0000 ft 0.50 % Groove End Projecting StormShed Rspert G.9onday. Januar�� p8.2L'�07 Project: 3�788 BW b'JQ1 Page 5 Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 130 CB 128 26.4100 ft 26.1800 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.3900 ac 0.3369 cf 2.7366 cf 2.3669 ft/s 0.2369 ft Ent Loss Exit Loss Frict Loss Start TV11 0.017398 ft 0.086988 ft 0.003485 ft 26.4335 ft Reach ID: P135 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 47.0000 ft 5.30 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 135 CB 130 28.9400 ft 26.4490 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.3700 ac 0.3192 cf 8.9096 cf 5.3521 ft/s 0.1295 ft Ent Loss Exit Loss Frict Loss Start TW 0.088958 ft 0.444792 ft 0.003196 ft 26.6819 ft ' Reach ID: P136 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 136 CB 135 29.0100 ft 28.8550 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth StormShed Report h1onday,January 08, 2007 Project:30788 BW_WQ1 Page 6 0.0600 ac 0.0473 cf 2.7366 cf 1.3205 ft/s 0.0914 ft Ent Loss Exit Loss Frict Loss Start TW 0.005415 ft 0.027076 ft 0.000046 ft 29.0478 ft Reach ID: P140 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 94.0000 ft 3.05 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 140 CB 135 31.8100 ft 28.9430 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft � In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO � Conduit Summary: �� Trib Area Flow Capacity Velocity Normal Depth ' 0.2200 ac 0.1950 cf 6.7588 cf 3.8047 ft/s 0.1167 ft ' Ent Loss Exit Loss Frict Loss Start TW 0.044955 ft 0.224777 ft 0.002386 ft 29.1237 ft � Reach ID: P141 � Section Properties: '�,, Shape: Circular Routing Method: Travel Time Translation I Size Material Mannings n Hyd params By � 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss � 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft � Up Node Dn Node Up Invert Dn Invert CB 141 CB 140 31.9700 ft 31.8150 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft InlExfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth , 0.1800 ac 0.1595 cf 2.7366 cf 1.9011 fUs 0.1638 ft Ent Loss Exit Loss Frict Loss Start TVU ' 0.011224 ft 0.056118 ft 0.000527 ft 32.0670 ft Reach ID: P142 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By I 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 109.0000 ft 0.50 °ro Groove End Projecting - - , �� _ _ � � �. . � I Pro�e�� - - _ P,,;r_ Diam 1.0000 f; Up Node Dn Noce Up I�n:ert Dn Ir��,ert I CB 142 CB 141 32.5100 ft 31.9650 ft ' Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop ' 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft , InlExfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.1400 ac 0.1241 cf 2.7366 cf 1.7641 fUs 0.1450 ft Ent Loss Exit Loss Frict Loss Start TW 0.009665 ft 0.048324 ft 0.001120 ft 32.2263 ft Reach ID: P145 , Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 145 CB 142 32.6700 ft 32.5150 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.0700 ac 0.0620 cf 2.7366 cf 1.4330 ft/s 0.1040 ft Ent Loss Exit Loss Frict Loss Start TW 0.006377 ft 0.031885 ft 0.000080 ft 32.7193 ft Reach ID: P200 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 77.0000 ft 0.42 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 200 CB 110 24.5300 ft 24.2066 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.000�ft 0.5000 ft 2.0000 ft 0.0000 ft ' In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth StormShed Report Monday, January 08,2007 Project: 30788 BW_WQ1 Page 8 0.8700 ac 0.6451 cf 2.5081 cf 2.6753 ft/s 0.3459 ft Ent Loss Exit Loss Frict Loss Start TW 0.002095 ft 0.010475 ft 0.021387 ft 25.6198 ft Reach ID: P201 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 201 CB 200 24.6800 ft 24.5250 ft , Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 inlhr NO NO YES NO � Conduit Summary: ! Trib Area Flow Capacity Velocity Normal Depth 0.1300 ac 0.0800 cf 2.7366 cf 1.5475 fUs 0.1174 ft Ent Loss Exit Loss Frict Loss Start TW 0.000032 ft 0.000161 ft 0.000133 ft 25.6472 ft Reach ID: P205 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 56.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 205 CB 200 24.8100 ft 24.5300 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.7200 ac 0.5473 cf 2.7366 cf 2.7204 fUs 0.3033 ft Ent Loss Exit Loss Frict Loss Start TW 0.001508 ft 0.007540 ft 0.011196 ft 25.6472 ft Reach ID: P210 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 56.0000 ft 0.64 % Groove End Projecting StormShed Report Monday,January 08,2007 Project:30788 BW WQ1 Pa e 9 Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 210 CB 205 25.1700 ft 24.8116 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 inlhr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.6200 ac 0.4763 cf 3.0961 cf 2.8555 fUs 0.2651 ft Ent Loss Exit Loss Frict Loss Start TW � 0.025323 ft 0.126613 ft 0.008478 ft 25.5442 ft Reach ID: P211 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam � 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 211 CB 210 25.3200 ft 25.1650 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.4400 ac 0.3519 cf 2.7366 cf 2.3968 fUs 0.2422 ft Ent Loss Exit Loss Frict Loss Start TW 0.017840 ft 0.089202 ft 0.002562 ft 25.7702 ft Reach ID: P300 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 36.0000 ft 0.51 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 300 CB 115 24.9800 ft 24.7964 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.00OQ ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth StormShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 10 0.6300 ac 0.4529 cf 2.7638 cf 2.5960 ftls 0.2738 ft Ent Loss Exit Loss Frict Loss Start TW 0.001033 ft 0.005163 ft 0.004928 ft 26.1862 ft Reach ID: P301 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 301 CB 300 25.2400 ft 25.0850 ft Conduit Constraints: Min Vel Max Vei Min Co� Min Slope Max Slope Min drop � 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.1000 ac 0.0710 cf 2.7366 cf 1.4923 ftls 0.1110 ft Ent Loss Exit Loss Frict Loss Start TW 0.000025 ft 0.000127 ft 0.000104 ft 26.1948 ft Reach ID: P305 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 98.0000 ft 0.43 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 305 CB 300 25.4000 ft 24.9786 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.4800 ac 0.3463 cf 2.5378 cf 2.2615 fUs 0.2495 ft Ent Loss Exit Loss Frict Loss Start TW , 0.000604 ft 0.003019 ft 0.007844 ft 26.1948 ft Reach ID: P306 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 36.0000 ft 1.18 % Groove End Projecting �� StormShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 11 Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 306 CB 305 25.8248 ft 25.4000 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/E�cfil Hold Up Hold Dn Match Inv Allow Smaller a.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.1400 ac 0.0977 cf 4.2040 cf 2.2182 fUs 0.1052 ft Ent Loss Exit Loss Frict Loss Start TW 0.015281 ft 0.076406 ft 0.000229 ft 26.2316 ft Reach ID: P400 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 18" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 13.0000 ft 0.49 % Groove End Projecting Diam 1.5000 ft Up Node Dn Node Up Invert Dn Invert CB 400 OUTFALL 21.5600 ft 21.4963 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft InlExfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth I 9.3400 ac 7.4314 cf 7.9872 cf 5.1341 fUs 1.1450 ft Ent Loss Exit Loss Frict Loss Start TW I 0.054921 ft 0.274604 ft 0.055127 ft 24.0000 ft Reach ID: P401 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 19.0000 ft 0.49 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 401 CB 400 22.1700 ft 22.0769 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth StormShed Report f�ionday. January 08,2007 Project:30788 BW_WQ1 Page 12 3.3800 ac 2.7145 cf 2.7091 cf 3.9318 ft/s 0.8215 ft Ent Loss Exit Loss Frict Loss Start TVI/ 0.037096 ft 0.185482 ft 0.093447 ft 24.3847 ft comment: Hydrograph not shifted, 5.15 min forwarded.Submerged or overtop bank condition. Reach ID: P403 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Materiai Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 203.0000 ft 0.49 °/a Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 403 CB 503 23.1600 ft 22.1653 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 1.1800 ac 0.8847 cf 2.7091 cf 3.0856 ft/s 0.3932 ft Ent Loss Exit Loss Frict Loss Start TW 0.003940 ft 0.019701 ft 0.106045 ft 24.4696 ft Reach ID: P405 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 266.0000 ft 0.49 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 405 CB 401 23.4734 ft 22.1700 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flo�v Capacity Velocity Normal Depth 2.8300 ac 2.2270 cf 2.7Q91 cf 3.8505 ft,s 0.6904 ft Ent Loss Exit Loss Frict Loss Start TW 0.024968 ft 0.12�}8-12 ". 0 880537 ft 24 6590 ft Reach ID: P410 Section Properties: Shape: Circular Routing Method: Tr��.�el Tin�e Tr�n;l�t'on Size Material Mannings n Hyd params By �:'" �i-,,, c„�, ,��, r�nFp r n-�n n9�ir .,.,�.� �.-„�, � StormShed Report Monday,January O8,2007 Project:30788 BW_WQ1 Page 13 Length Slope Entrance Loss 74.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 410 CB 405 23.8200 ft 23.4500 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.00a0 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 1.3700 ac 1.0795 cf 2.7366 cf 3.2783 ft/s 0.4364 ft Ent Loss Exit Loss Frict Loss Start TW 0.005866 ft 0.029332 ft 0.057555 ft 25.6852 ft Reach ID: P415 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting I� Diam , 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 415 CB 410 23.9700 ft 23.8150 ft ' Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Sl�pe Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 inJhr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 1.2700 ac 0.9908 cf 2.7366 cf 3.2048 ft/s 0.4161 ft Ent Loss Exit Loss Frict Loss Start TW 0.004943 ft 0.024713 ft 0.020314 ft 25.7559 ft Reach ID: P420 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 116.0000 ft 0.50 °'o Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 420 CB 415 24.5500 ft 23.9700 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO � StormShed Report h4onday,January 08.2007 Project: 30788 BW_WQ1 Page 14 Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth , 1.1200 ac 0.8843 cf 2.7366 cf 3.1081 ft/s 0.3909 ft , Ent Loss Exit Loss Frict Loss Start TV1J ' 0.003937 ft 0.019683 ft 0.060541 ft 25.8153 ft ' Reach ID: P425 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 96.0000 ft 0.43 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 425 CB 420 24.9600 ft 24.5472 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hotd Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 1.0700 ac 0.8399 cf 2.5378 cf 2.9009 ft/s 0.3961 ft Ent Loss Exit Loss Frict Loss Start TW 0.003552 ft 0.017759 ft 0.045207 ft 25.8818 ft Reach ID: P426 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 426 CB 425 25.1100 ft 24.9550 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.3600 ac 0.2898 cf 2.7366 cf 2.2659 fUs 0.2197 ft Ent Loss Exit Loss Frict Loss Start TW 0.015944 ft 0.079722 ft 0.001737 ft 25.8631 ft Reach ID: P430 ' Section Properties: ' Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula StormShed Report P�1onday.January 08. 2007 Project:30788 BW_WQ1 Page 15 Length Slope Entrance Loss 50.0000 ft 0.66 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 430 CB 425 25.2900 ft 24.9600 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.6600 ac 0.5146 cf 3.1441 cf 2.9524 fbs 0.2736 ft Ent Loss Exit Loss Frict Loss Start TW 0.027070 ft 0.135352 ft 0.008839 ft 25.8631 ft Reach ID: P435 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 102.0000 ft 0.43 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 435 CB 430 25.7300 ft 25.2914 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft InlExfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.5500 ac 0.4347 cf 2.5378 cf 2.4142 ft/s 0.2801 ft Ent Loss Exit Loss Frict Loss Start TW 0.018100 ft 0.090501 ft 0.012867 ft 25.9452 ft Reach ID: P436 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 436 CB 435 25.8850 ft 25.7300 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO StormShed Report Monday,January 08,2007 I Project:30788 BW_WQ1 Page 16 Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth , 0.0600 ac 0.0532 cf 2.7366 cf 1.3672 ft/s 0.0967 ft Ent Loss Exit Loss Frict Loss Start TVV 0.005805 ft 0.029027 ft 0.000059 ft 26.0376 ft Reach ID: P440 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss ' 58.0000 ft 0.55 % Groove End Projecting !I Diam � 1.0000 ft Up Node Dn Node Up Invert Dn Invert , CB 440 CB 435 26.0486 ft 25.7296 ft ''� Conduit Constraints: ' Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.4300 ac 0.3372 cf 2.8701 cf 2.4488 fUs 0.2314 ft Ent Loss Exit Loss Frict Loss Start TV1l 0.018623 ft 0.093116 ft 0.004401 ft 26.0376 ft Reach ID: P445 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 56.0000 ft 0.59 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 445 CB 440 26.3800 ft 26.0496 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.3700 ac 0.2928 cf 2.9727 cf 2.4095 fUs 0.2120 ft Ent Loss Exit Loss Frict Loss Start TW 0.018030 ft 0.090149 ft 0.003204 ft 26.2814 ft Reach ID: P446 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula i I StormShed Report Monday,January 08,2007 Project:30788 BW WQ1 Page 17 Length Siope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn invert CB 446 CB 445 27.9100 ft 27.7550 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.1900 ac 0.1684 cf 2.7366 cf 1.9314 ft/s 0.1682 ft Ent Loss Exit Loss Frict Loss Start TVV 0.011585 ft 0.057924 ft 0.000587 ft 27.9232 ft Reach ID: P450 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 94.0000 ft 0.37 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 450 CB 445 26.7300 ft 26.3822 ft Conduit Constraints: , Min Vel Max Vel Min Cov Min Slope Max S�ope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft InlExfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.0800 ac 0.0533 cf 2.3541 cf 1.2314 fUs 0.1040 ft Ent Loss Exit Loss Frict Loss Start TW 0.004709 ft 0.023545 ft 0.000178 ft 26.6787 ft Reach ID: P455 Section Properties: Shape: Circular Routing Method: Travel Time Translation ' Size Material Mannings n Hyd params By !I 12" Diam Smooth CDEP 0.0120 Mannings Formula 'I Length Slope Entrance Loss i, 63.0000 ft 0.68 % Groove End Projecting ' Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 455 CB 450 27.1600 ft 26.7316 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.00Q0 ft 0.0000 ft ' In/Exfil Hold Up Hold Dn Match Inv Allow Smaller I 0.0000 in/hr NO NO YES NO � � StormShed Report Monday,January 08,2007 Pr�ect:30788 BW WQ1 Page 18 Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.0000 ac 0.0000 cf 3.1914 cf 0.0000 fUs 0.0000 ft Ent Loss Exit Loss Frict Loss Start TW 0.000000 ft 0.000000 ft 0.000000 ft 26.8623 ft Reach ID: P499 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 73.0000 ft 0.63 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 499 CB 405 23.9299 ft 23.4700 ft ' Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft InlExfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.2900 ac 0.2189 cf 3.0718 cf 2.2642 fUs 0.1807 ft Ent Loss Exit Loss Frict Loss Start TW 0.000241 ft 0.001207 ft 0.002336 ft 25.6852 ft Reach ID: P500 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert , CB 500 CB 499 24.0800 ft 23.9250 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop ' 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.2100 ac 0.1480 cf 2.7366 cf 1.8591 ft/s 0.1580 ft Ent Loss Exit Loss Frict Loss Start TW 0.000110 ft 0.000552 ft 0.000453 ft 25.6884 ft Reach ID: P503 ' Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula StormShed Report ti1onday. January 08, 2007 Project:30788 BW_WQ1 Page 19 Length Slope Entrance Loss 21.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 503 CB 400 22.17Q0 ft 22.0650 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop __ 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO _ Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 1.6400 ac 1.2924 cf 2.7366 cf 3.4346 fUs 0.4836 ft Ent Loss Exit Loss Frict Loss Start TW 0.008409 ft 0.042046 ft 0.023412 ft 24.3847 ft Reach ID: P504 � Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 112.0000 ft 0.48 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 504 CB 403 23.6976 ft 23.1600 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop �I 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 1.0700 ac 0.7872 cf 2.6813 cf 2.9664 fUs 0.3712 ft Ent Loss Exit Loss Frict Loss Start TW 0.003120 ft 0.015598 ft 0.046321 ft 24.5839 ft Reach ID: P505 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula : Length Slope Entrance Loss II ' 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 505 CB 504 23.8550 ft 23.7000 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft InlExfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 inlhr NO NO YES NO StormShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 20 Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 1.0000 ac 0.7251 cf 2.7366 cf 2.9434 ft/s 0.3514 ft Ent Loss Exit Loss Frict Loss Start TW 0.026905 ft 0.134524 ft 0.010880 ft 24.5235 ft Reach ID: P510 , Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Galv Iron 0.0160 Mannings Formula Length Slope Entrance Loss 82.0000 ft 0.41 % Groove End Projecting Diam ' 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 510 CB 505 24.1900 ft 23.8538 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.8900 ac 0.6481 cf 1.8586 cf 2.1546 ft/s 0.4076 ft Ent Loss Exit Loss Frict Loss Start TW ' 0.014416 ft 0.072082 ft 0.040876 ft 24.7081 ft Reach ID: P515 Section Properties: ' Shape: Circular Routing Method: Travel Time Translation ' Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula ' Length Slope Entrance Loss 48.0000 ft 0.62 % Groove End Projecting I Diam i 1.0000 ft ' Up Node Dn Node Up Invert Dn Invert CB 515 CB 510 24.4900 ft 24.1924 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop ' 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.8400 ac 0.6126 cf 3.0473 cf 3.0340 fUs 0.3041 ft Ent Loss Exit Loss Frict Loss Start TW 0.028588 ft 0.142942 ft 0.012024 ft 24.7146 ft Reach ID: P520 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula StormShed Report Monday.January 08,2007 Project:30788 BW_WQ1 Page 21 Length Slope Entrance Loss 43.0000 ft 0.51 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 520 CB 515 24.7100 ft 24.4907 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.7700 ac 0.5652 cf 2.7638 cf 2.7647 ft/s 0.3068 ft Ent Loss Exit Loss Frict Loss Start TW 0.023738 ft 0.118691 ft 0.009170 ft 24.8738 ft Reach ID: P521 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 21.0000 ft 0.50 °/a Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 521 CB 520 24.8150 ft 24.7100 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/fir NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.1200 ac 0.0888 cf 2.7366 cf 1.5961 fUs 0.1234 ft Ent Loss Exit Loss Frict Loss Start TW 0.007912 ft 0.039560 ft 0.000110 ft 25.0842 ft Reach ID: P522 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 21.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 522 CB 520 24.8150 ft 24.7100 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO StormShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 22 Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.1600 ac 0.1096 cf 2.7366 cf 1.6992 ft/s 0.1366 ft Ent Loss Exit Loss Frict Loss Start TVV 0.008966 ft 0.044831 ft 0.000168 ft 25.0842 ft Reach ID: P525 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smo�th CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 55.0000 ft 0.51 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up In�ert Dn Invert CB 525 CB 520 24.9900 ft 24.7095 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller O.OQ00 in/hr NO NO YES NO Conduit Summary: , Trib Area Flow Capacity Velocity Normal Depth 0.4700 ac 0.3492 cf 2.7638 cf 2.4082 ft/s 0.2401 ft Ent Loss Exit Loss Frict Loss Start TW 0.018010 ft 0.090052 ft 0.004476 ft 25.0842 ft Reach ID: P530 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 94.0000 ft 0.52 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 530 CB 525 25.4800 ft 24.9912 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.3500 ac 0.2663 cf 2.7908 cf 2.2407 ft/s 0.2087 ft Ent Loss Exit Loss Frict Loss Start TW 0.015593 ft 0.077964 ft 0.004448 ft 25.2496 ft Reach ID: P531 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula StormShed Report Monday.January 08,2007 Project:30788 BW_WQ1 Pa e 23 Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft , Up Node Dn Node Up Invert Dn Invert , CB 531 CB 530 25.6350 ft 25.4800 ft i, Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft ' In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.1900 ac 0.1420 cf 2.7366 cf 1.8359 fUs 0.1548 ft Ent Loss Exit Loss Frict Loss Start TW 0_010468 ft 0.052338 ft 0.000417 ft 25J827 ft �, Reach ID: P600 I Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params�By 12" Diam Smooth CDEP 0.0120 Mannings Formula ' Length Slope Entrance Loss 27.0000 ft 0.33 % Groove End Projecting Diam ' 1.0000 ft ' Up Node Dn Node Up Invert Dn Invert CB 600 CB 605 24.1000 ft 24.0109 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft InlExfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth ' 0.1700 ac 0.1331 cf 2.2232 cf 1.5564 fUs 0.1660 ft Ent Loss Exit Loss Frict Loss Start TW 0.000089 ft 0.000446 ft 0.000319 ft 25.7621 ft Reach ID: P601 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.29 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 601 CB 600 24.1900 ft 24.1001 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO _ StormShed Report Monday,January 08,2007 I Project:30788 BW WQ1 Page 24 I Conduit Summary: II Trib Area Flow Capacity Velocity Normal Depth 0.1300 ac 0.0976 cf 2.0841 cf 1.3564 fUs 0.1473 ft I Ent Loss Exit Loss Frict Loss Start TVV 0.000048 ft 0.000240 ft 0.000197 ft 25.7630 ft � � Reach ID: P605 Section Properties: � Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By ! 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss , 61.0000 ft 0.29 % Groove End Projecting , Diam �, 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 605 CB 610 24.0100 ft 23.8331 ft I Conduit Constraints: ' Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth �I 0.2600 ac 0.1953 cf 2.0841 cf 1.6649 fUs 0.2068 ft � Ent Loss Exit Loss Frict Loss Start T1N �� 0.000192 ft 0.000960 ft 0.001553 ft 25.7599 ft ' i � Reach ID: P610 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 121.0000 ft 0.30 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 610 CB 405 23.8300 ft 23.4670 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 1.0500 ac 0.8222 cf 2.1197 cf 2.5282 ft/s 0.4323 ft Ent Loss Exit Loss Frict Loss Start TW 0.003404 ft 0.017018 ft 0.054599 ft 25.6852 ft Reach ID: P611 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula StormShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 25 Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft � Up Node Dn Node Up Invert Dn Invert CB 611 CB 610 23.9850 ft 23.8300 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.4600 ac 0.3901 cf 2.7366 cf 2.4700 fUs 0.2551 ft Ent Loss Exit Loss Frict Loss Start TW 0.000766 ft 0.003832 ft 0.003149 ft 25.7599 ft Reach ID: P612 Section Properties: Shape: Circular Routing Method: Travei Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 68.0000 ft 0.59 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB 612 CB 610 24.2300 ft 23.8288 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 inlhr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.2300 ac 0.1657 cf 2.9727 cf 2.0372 ft/s 0.1603 ft Ent Loss Exit Loss Frict Loss Start TW 0.000138 ft 0.000692 ft 0.001247 ft 25.7599 ft Reach ID: P613 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft , Up Node Dn Node Up Invert Dn Invert CB 613 CB 612 24.3900 ft 24.2350 ft � Conduit Constraints: Min Vel Max Vel Min Co� Min Slope Max Slope Min drop I 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO I StormShed Report Monday,January 08,2007 Project:30788 BW WQ1 Page 26 Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.1200 ac 0.0858 cf 2.7366 cf 1.5798 fbs 0.1215 ft Ent Loss Exit Loss Frict Loss Start TW 0.000037 ft 0.000185 ft 0.000152 ft 25.7620 ft StormShed Report Monday,January 08,2007 Project:30788 BW WQ1 Paqe 27 Node Records Node ID: CB 105 Desc: Manhole structure Start EI: 24.0300 ft Max EI: 27.4000 ft Contrib Basin: Contrib Hyd: Hgl Elev: 25.0713 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.2952 ft Node ID: CB 110 Desc: Manhole structure Start EI: 24.2100 ft Max EI: 26.6500 ft Contrib Basin: B-110 Contrib Hyd: Hgl Elev: 25.6198 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.1232 ft Bend Loss: 0.1500 ft Junction Loss: 0.0422 ft Node ID: CB 111 Desc: Manhole structure Start EI: 24.3600 ft Max EI: 26.6500 ft Contrib Basin: B-111 Contrib Hyd: Hgl Elev: 25.6324 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 115 Desc: Manhole structure Start EI: 24.8000 ft Max EI: 27.8600 ft Contrib Basin: B-115 Contrib Hyd: Hgl Elev: 26.1862 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0566 ft Bend Loss: 0.0773 ft Junction Loss: 0.0125 ft Node ID: CB 120 Desc: Manhole structure Start EI: 25.1200 ft Max EI: 28.1800 ft Contrib Basin: B-120 Contrib Hyd: Hgl Elev: 26.3312 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin StormShed Report Monday,January 08,2007 Project:30788 BW WQ1 Page 28 Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 I�' Catch Depth: 1.5000 ft Bot Area: 12.5664 sf ' Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0071 ft Bend Loss: 0.0000 ft Junction Loss: 0.0033 ft Node ID: CB 121 Desc: Manhole structure Start EI: 25.6900 ft Max EI: 28.1900 ft Contrib Basin: B-121 Contrib Hyd: Hgl Elev: 26.4529 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 125 Desc: Manhole structure Start EI: 25.8700 ft Max EI: 29.6100 ft Contrib Basin: B-125 Contrib Hyd: Hgl Elev: 26.2971 ft StructType: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0922 ft Bend Loss: 0.0015 ft Junction Loss: 0.0208 ft Node ID: CB 126 Desc: Manhole structure Start EI: 26.0200 ft Max EI: 29.6100 ft Contrib Basin: B-126 Contrib Hyd: Hgl Elev: 26.3524 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 128 Desc: Manhole structure Start EI: 26.1800 ft Max EI: 30.3200 ft Contrib Basin: B-128 Contrib Hyd: Hgl Elev: 26.4335 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0870 ft Node ID: CB 130 Desc: Manhole structure Start EI: 26.4500 ft Max EI: 31.3400 ft StormShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 29 Contrib Basin: B-130 Contrib Hyd: Hgl Elev: 26.2926 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.4448 ft Node ID: CB 135 Desc: Manhole structure Start EI: 28.9400 ft Max EI: 32.7400 ft Contrib Basin: B-135 Contrib Hyd: Hgl Elev: 29.0478 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 02248 ft Bend Loss: 0.0025 ft Junction Loss: 0.0409 ft Node ID: CB 136 Desc: Manhole structure Start EI: 29.0100 ft Max EI: 32.7300 ft Contrib Basin: B-136 Contrib Hyd: Hgl Elev: 29.1339 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf , Condition: No particular shape. Status: Proposed Structure , Approach Credit: 0.0000 ft Node ID: CB 140 Desc: Manhole structure Start EI: 31.8100 ft Max EI: 35.5900 ft Contrib Basin: B-140 Contrib Hyd: Hgl Elev: 32.0670 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0561 ft Node ID: CB 141 Desc: Manhole structure Start EI: 31.9700 ft Max EI: 36.5900 ft Contrib Basin: B-141 Contrib Hyd: Hgl Elev: 32.2263 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall 8�Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0483 ft Node ID: CB 142 StormShed Report Monday,January 08,2007 , Project:30788 BW_WQ1 Page 30 ' Desc: Manhole structure Start EI: 32.5100 ft Max EI: 35.7100 ft Contrib Basin: B-142 Contrib Hyd: Hgl Elev: 32.7193 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0319 ft Node ID: CB 145 Desc: Manhole structure Start EI: 32.6700 ft Max EI: 35.7100 ft Contrib Basin: B-145 Contrib Hyd: Hgl Elev: 32.8123 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: O.00QO ft Node ID: CB 200 Desc: Manhole structure Start EI: 24.5300 ft Max EI: 27.0300 ft Contrib Basin: B-200 Contrib Hyd: Hgl Elev: 25.6472 ft StructType: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: o.0075 ft Bend Loss: 0.0001 ft Junction Loss: 0.0009 ft Node ID: CB 201 Desc: Manhole structure Start EI: 24.6800 ft Max EI: 27.0300 ft Contrib Basin: B-201 Contrib Hyd: Hgl Elev: 25.6475 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 205 Desc: Manhole structure Start EI: 24.8100 ft Max EI: 27.3600 ft Contrib Basin: B-205 Contrib Hyd: Hgl Elev: 25.5442 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.1266 ft � StormShed Report Monday.January 08,2007 Project:30788 BW WQ1 Page 31 Node ID: CB 210 I�I Desc: Manhole structure Start EI: 25.1700 ft Max EI: 27.6800 ft Contrib Basin: B-210 Contrib Hyd: Hgl Elev: 25.7702 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 , Catch Depth: 1.5000 ft Bot Area: 12.5664 sf I� Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0892 ft Node ID: CB 211 Desc: Manhole structure Start EI: 25.3200 ft Max EI: 27.6800 ft Contrib Basin: B-211 Contrib Hyd: Hgl Elev: 25.8798 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 300 Desc: Manhole structure Start EI: 24.9800 ft Max EI: 27.8100 ft Contrib Basin: B-300 Contrib Hyd: Hgl Elev: 26.1948 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwali or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0030 ft Bend Loss: 0.0001 ft Junction Loss: 0.0005 ft Node ID: CB 301 Desc: Manhole structure Start EI: 25.2400 ft Max EI: 27.7900 ft Contrib Basin: B-301 Contrib Hyd: Hgl Elev: 26.1951 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 305 Desc: Manhole structure Start EI: 25.4000 ft Max EI: 28.2500 ft Contrib Basin: B-305 Contrib Hyd: Hgl Elev: 26.2316 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf StormShed Report Monday.January 08,2007 I Project: 30788 BW WQ1 Page 32 I Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0764 ft I Node ID: CB 306 Desc: Manhole structure Start EI: 25.7600 ft Max EI: 28.2500 ft Contrib Basin: B-306 Contrib Hyd: Hgl Elev: 26.3235 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 400 Desc: Manhole structure Start EI: 22.0700 ft Max EI: 26.2000 ft Contrib Basin: Contrib Hyd: Hgl Elev: 24.3847 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP_ Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 401 Desc: Manhole structure Start EI: 22.1700 ft Max Ei: 26.6000 ft Contrib Basin: B-401 Contrib Hyd: Hgl Elev: 24.6590 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.1248 ft Node ID: CB 403 Desc: Manhole structure Start EI: 23.1600 ft Max EI: 27.1000 ft Contrib Basin: B-403 Contrib Hyd: Hgl Elev: 24.5839 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0156 ft Node ID: CB 405 Desc: Manhole structure Start EI: 23.4700 ft Max EI: 26.4000 ft Contrib Basin: B-405 Contrib Hyd: Hgl Elev: 25.6852 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 StormShed Report Monday,January 08,2007 Pro�ect:30788 BW WQ1 Page 33 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0293 ft Bend Loss: 0.0094 ft Junction Loss: 0.0158 ft �� Node ID: CB 410 I Desc: Manhole structure Start EI: 23.8200 ft Max EI: 26.2100 ft Contrib Basin: B-410 Contrib Hyd: Hgl Elev: 25.7559 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0247 ft Node ID: CB 415 Desc: Manhole structure Start EI: 23.9700 ft Max EI: 26.2000 ft Contrib Basin: B-415 Contrib Hyd: Hgl Elev: 25.8153 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0197 ft Node ID: CB 420 Desc: Manhole structure Start EI: 24.5500 ft Max EI: 26.9400 ft Contrib Basin: B-420 Contrib Hyd: Hgl Elev: 25.8818 ft Struct Type: CB-TYPE 1-48 Classification Catch Bas;n Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition� No oarticular shape Status� Pror�o��' �� , ,��:�� q;,t Node ID: CB 425 Desc: M< Start EI: 24.96U0 ft fviax EI: Contrib Basin: B-425 Contrib Hyc Hgl Elev: 25.8631 ft Struct Type: CB-TYPE 1-48 Classificatic Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=U.S Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.1354 ft Bend Loss: 0.0005 ft Junction Loss: 0.0497 ft Node ID: CB 426 Desc: Manhole structure Start EI: 25.1100 ft Max EI: 27.6700 ft Contrib Basin: B-426 Contrib Hyd: StormShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 34 Hgl Elev: 25.9605 ft StructType: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 430 Desc: Manhole structure Start EI: 25.1800 ft Max EI: 28.0700 ft Contrib Basin: B-430 Contrib Hyd: Hgl Elev: 25.9452 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0905 ft Node ID: CB 435 Desc: Manhole structure Start EI: 25.7300 ft Max EI: 29.5600 ft Contrib Basin: B-435 Contrib Hyd: Hgl Elev: 26.0376 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0931 ft Bend Loss: 0.0006 ft Junction Loss: 0.0115 ft I Node ID: CB 436 Desc: Manhole structure Start EI: 25.8900 ft Max EI: 29.5600 ft Contrib Basin: B-436 Contrib Hyd: Hgl Elev: 26.0724 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 440 Desc: Manhole structure Start EI: 26.0500 ft Max EI: 30.5200 ft Contrib Basin: B-440 Contrib Hyd: Hgl Elev: 26.2814 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwal� sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0901 ft Node ID: CB 445 Desc: Manhole structure StormShed Repori �vlonday, January 08.2007 Project:30788 BW WQ1 Page 35 Start EI: 26.3800 ft Max EI: 31.1400 ft Contrib Basin: B-445 Contrib Hyd: Hgl Elev: 26.6787 ft StructType: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 446 Desc: Manhole structure Start EI: 27.9100 ft Max EI: 31.1400 ft Contrib Basin: B-446 Contrib Hyd: Hgl Elev: 28.1477 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 450 Desc: Manhole structure Start EI: 26.7300 ft Max EI: 30.9500 ft Contrib Basin: B-450 Contrib Hyd: Hgl Elev: 26.8623 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 455 Desc: Manhole structure Start EI: 27.1600 ft Max EI: 30.0400 ft Contrib Basin: B-455 Contrib Hyd: Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwail &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 499 Desc: Manhole structure Start EI: 23.9300 ft fv1ax EI: 26.1000 ft ' Contrib Basin: B-499 Contrib Hyd: Hgl Elev: 25.6884 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: Noparticularshape. Status: Proposed �'��:��1�� Desc: Manhole : StormShed Report Monday,January O8,2007 Project:30788 BW_WQ1 Page 36 Start EI: 24.0800 ft Max EI: 26.1000 ft Contrib Basin: B-500 Contrib Hyd: Hgl Elev: 25.6896 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 503 Desc: Manhole structure Start EI: 22.1700 ft Max EI: 27.0500 ft Contrib Basin: B-503 Contrib Hyd: Hgl Elev: 24.4696 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0197 ft Node ID: CB 504 Desc: Manhole structure Start EI: 23.7000 ft Max EI: 26.4000 ft Contrib Basin: B-504 Contrib Hyd: Hgl Elev: 24.5235 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.1345 ft Node ID: CB 505 Desc: Manhole structure Start EI: 23.8500 ft Max EI: 26.3800 ft Contrib Basin: B-505 Contrib Hyd: Hgl Elev: 24.7081 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0721 ft Node ID: CB 510 Desc: Manhole structure Start EI: 24.1900 ft Max EI: 26.9000 ft Contrib Basin: B-510 Contrib Hyd: Hgl Elev: 24.7146 ft Struct Type: CB-TYPE 1 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.4160 ft Bot Area: 3.9700 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.1429 ft Node ID: CB 515 StormShed Report Monday,January O8,2007 Project:3�788 BW_WQ1 Page 37 Desc: Manhole structure Start EI: 24.4900 ft Max EI: 27.1700 ft Contrib Basin: B-515 Contrib Hyd: Hgl Elev: 24.8738 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.1187 ft Node ID: CB 520 Desc: Manhole structure Start EI: 24.7100 ft Max EI: 27.4700 ft Contrib Basin: B-520 Contrib Hyd: Hgl Elev: 25.0842 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Neadwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0901 ft Bend Loss: 0.0059 ft Junction Loss: 0.0333 ft Node ID: CB 521 Desc: Manhole structure Start EI: 24.8600 ft Max EI: 27.4100 ft Contrib Basin: B-521 Contrib Hyd: Hgl Elev: 25.1315 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 522 Desc: Manhole structure Start EL- 24.8200 ft Max EI: 28.2400 ft ' Contrib Basin: B-522 Contrib Hyd: Hgl Elev: 25.1378 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 ', Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 525 � Desc: Manhole structure I Start EI: 24.9900 ft P.1ax EI: 27.7100 ft Contrib Basin: B-525 Contrib Hyd: Hgl Elev: 25.2496 ft , Struct Type: CB-TYPE 1-48 Classification Catcn r-'�,� � I Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0 Catch Depth: 1.5000 ft Bot Area: 12.56i:: <� Condition: No particular shape Status Prop � , Approach Credit: 0.0784 � I StormShed Report Monday,January 08,2007 Project:30788 BW WQ1 Page 38 Node ID: CB 530 Desc: Manhole structure Start EI: 25.4800 ft Max EI: 28.3200 ft Contrib Basin: B-530 Contrib Hyd: Hgl Elev: 25.7827 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0523 ft Node ID: CB 531 Desc: Manhole structure Start EI: 25.6400 ft Max EI: 28.3200 ft Contrib Basin: 8-531 Contrib Hyd: Hgl Elev: 25.8527 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 600 Desc: Manhole structure Start EI: 24.1000 ft Max EI: 26.3000 ft Contrib Basin: B-600 Contrib Hyd: Hgl Elev: 25.7630 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 I� Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure ' Approach Credit: 0.0002 ft Node ID: CB 601 Desc: Manhole structure Start EI: 24.1900 ft Max EI: 26.3000 ft Contrib Basin: B-601 Contrib Hyd: Hgl Elev: 25.7635 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 605 Desc: Manhole structure Start EI: 24.0100 ft Max EI: 26.5200 ft Contrib Basin: B-605 Contrib Hyd: Hgl Elev: 25_7621 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure StormShed Report Monday,January 08,2007 Pro�ect:30788 BW WQ1 Pa e 39 Approach Credit: 0.0004 ft Node ID: CB 610 Desc: Manhole structure Start EI: 23.8300 ft Max EI: 27.2000 ft Contrib Basin: B-610 Contrib Hyd: Hgl Elev: 25.7599 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0038 ft Bend Loss: 0.0014 ft Junction Loss: 0.0020 ft Node ID: CB 611 Desc: Manhole structure Start EI: 23.9900 ft Max EI: 27.2000 ft Contrib Basin: B-611 Contrib Hyd: Hgl Elev: 25.7676 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: fvo particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB 612 Desc: Manhole structure Start EI: 24.2300 ft Max EI: 27.8600 ft Contrib Basin: B-612 Contrib Hyd: Hgl Elev: 25.7620 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0002 ft Node ID: CB 613 Desc: Manhole structure Start EI: 24.3900 ft Max EI: 27.8600 ft Contrib Basin: B-613 Contrib Hyd: Hgl Elev: 25.7623 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: OUTFALL Desc: Manhole structure Start EI: 24.0000 ft Max EI: 108.0000 ft Contrib Basin: Contrib Hyd: Hgl Elev: 24.0000 ft StormShed Report Monday,January O8,2007 � Project:30788 BW_WQ1 Page 40 Contributing Drainage Areas Drainage Area: B-110 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.Q0 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0800 ac 98.00 0.11 hrs 'i Total 0.0800 ac ' Supporting Data: Impervious CN Data: , None Entered 98.00 0.0800 ac I Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time II Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Trave►Time i Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min ' Drainage Area: B-111 ' Hyd Method: SBUH Hyd Loss Method: SCS CN Number j Peak Factor: 484.00 SCS Abs: 0.20 �i Storm Du�: 24.00 hrs Intv: 10.00 min ' Area CN TC Pervious 0.1500 ac 86.00 0.11 hrs Impervious 0.4600 ac 98.00 0.11 hrs I Total 0.6100 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.1500 ac Impervious CN Data: None Entered 98.00 0.4600 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-115 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0500 ac 86.00 0.11 hrs Impervious 0.2600 ac 98.00 0.11 hrs Total 0.3100 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0500 ac Impervious CN Data: None Entered 98.00 0.2600 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min �- StormShed Report tilonday,January 08, 2007 Project:30788 BW_WQ1 Page 41 Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-120 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.1200 ac 86.00 0.11 hrs Impervious 0.5400 ac 98.00 0.11 hrs Total 0.6600 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.1200 ac Impervious CN Data: None Entered 98.00 0.5400 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-121 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.0a min Area CN TC Pervious 0.1200 ac 86.00 0.11 hrs Impervious 0.3900 ac 98.00 0.11 hrs Total 0.5100 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.1200 ac Impervious CN Data: None Entered 98.00 0.3900 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°/a 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-125 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0300 ac 86.00 0.11 hrs Impervious 0.0300 ac 98.00 0.11 hrs Total 0.0600 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0300 ac StormShed Report Monday.January 08. 2007 Project:30788 BW_WQ1 Page 42 Impervious CN Data: None Entered 98.00 0.0300 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-126 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0600 ac 86.00 0.11 hrs Impervious 0.0900 ac 98.0o 0.11 hrs Total 0.1500 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0600 ac Impervious CN Data: None Entered 98.00 0.0900 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°% 6.3000 6.30 min Drainage Area: B-128 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0300 ac 86.00 0.11 hrs Impervious 0.0200 ac 98.00 0.11 hrs Total 0.0500 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0300 ac Impervious CN Data: None Entered 98.00 0.0200 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°ia 6.3000 6.30 min Drainage Area: B-130 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs StormShed Report Monday,January O8,2007 Project:30788 BW WQ1 Page 43 ' Impervious 0.0200 ac 98.00 0.11 hrs Total 0.0200 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0200 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-135 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0100 ac 86.00 0.11 hrs Impervious 0.0800 ac 98.00 0.11 hrs Total 0.0900 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0100 ac Impervious CN Data: None Entered 98.00 0.0800 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: S�ope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°% 6.3000 6.30 min Drainage Area: B-136 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur. 24.00 hrs Intv: 10.00 min � Area CN TC Pervious 0.0200 ac 86.00 0.11 hrs Impervious 0.0400 ac 98.00 0.11 hrs Total 0.0600 ac I Supporting Data: Pervious CN Data: None Entered 86.00 0.0200 ac Impervious CN Data: � None Entered 98.00 0.0400 ac ' Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min � Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min i Drainage Area: B-140 Hyd Method: SBUH Hyd Loss Method: SCS CN Number , Peak Factor: 484.00 SCS Abs: 0.20 StormShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 44 Storm Dur: 24.00 hrs Intv: 10.00 min , Area CN TC ' Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0400 ac 98.00 0.11 hrs Total 0.0400 ac Supporting Data: Impervious CN Data: i None Entered 98.00 0.0400 ac '� Pervious TC Data: I Flow type: Description: Length: Slope: Coeff: Travel Time � Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-141 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0400 ac 98.00 0.11 hrs Total 0.0400 ac Supporting Data: Impervious CN Data: , None Entered 98.00 0.0400 ac Pervious TC Data: ' Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-142 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0700 ac 98.00 0.11 hrs Total 0.0700 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0700 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-145 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min StormShed Report Monday,January O8,2007 Project:30788 BW_WQ1 Page 45 Area CN TC PerviQus 0.0000 ac 86.00 0.11 hrs Impervious 0.0700 ac 98.00 0.11 hrs Total 0.0700 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0700 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time ', Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min 'I Impervious TC Data: ' Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-200 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0200 ac 98.00 0.11 hrs ' Total 0.0200 ac �I Supporting Data: !, Impervious CN Data: !I None Entered 98.00 0.0200 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time � Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-201 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.1200 ac 86.00 0.11 hrs Impervious 0.0100 ac 98.00 0.11 hrs Total 0.1300 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.1200 ac Impervious CN Data: None Entered 98.00 0.0100 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-205 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 StormShed Report Monday,January O8, 2007 Project:30788 BW_WQ1 Page 46 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0600 ac 86.00 0.11 hrs Impervious 0.0400 ac 98.00 0.11 hrs Total 0.1000 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0600 ac Impervious CN Data: None Entered 98.00 0.0400 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°io 6.3000 6.30 min Drainage Area: B-210 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.1200 ac 86.00 0.11 hrs Impervious 0.0600 ac 98.00 0.11 hrs Total 0.1800 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.1200 ac Impervious CN Data: None Entered 98.00 0.0600 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-211 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.1300 ac 86.00 0.11 hrs Impervious 0.3100 ac 98.00 0.11 hrs Total 0.4400 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.1300 ac Impervious CN Data: None Entered 98.00 0.3100 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time StormShed Report P.londay,January 08,2007 II Project:30788 BW_WQ1 Page 47 Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-300 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur. 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0300 ac 86.00 0.11 hrs � Impervious 0.0200 ac 98.00 0.11 hrs Total 0.0500 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0300 ac Impervious CN Data: None Entered 98.00 0.0200 ac , Pervious TC Data: ' Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-301 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0600 ac 86.00 0.11 hrs Impervious 0.0400 ac 98.00 0.11 hrs Total 0.1000 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0600 ac Impervious CN Data: None Entered 98.00 0.0400 ac Pervious TC Data: . Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-305 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.1800 ac 86.00 0.11 hrs Impervious 0.1600 ac 98.00 0.11 hrs Total 0.3400 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.1800 ac ■ Impervious CN Data: None Entered 98.00 0.1600 ac StormShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 48 Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-306 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0900 ac 86.00 0.11 hrs Impervious 0.0500 ac 98.00 0.11 hrs Total 0.1400 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0900 ac Impervious CN Data: None Entered 98.00 0.0500 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min �I Impervious TC Data: i Flow type: Description: Length: Slope: Coeff: Travel Time �', Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-401 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 78.00 0.11 hrs Impervious 0.5500 ac 98.00 0.11 hrs Total 0.5500 ac Supporting Data: Pervious CN Data: i None Entered 86.00 0.0000 ac Impervious CN Data: None Entered 98.00 0.5500 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-403 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 78.00 0.11 hrs Impervious 0.1100 ac 98.00 0.11 hrs Total 0.1100 ac StormShed Report Monday,January 08,2007 i Project:30788 BW WQ1 Page 49 'i Supporting Data: I Impervious CN Data: None Entered 98.00 0.1100 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: , Flow type: Description: Length: Slope: Coeff: Travel Time '�I Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-405 Hyd Method: SBUH Hyd Loss Method: SCS CN Number � Peak Factor: 484.00 SCS Abs: 0.20 I Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 78.00 0.11 hrs Impervious 0.1200 ac 98.00 0.11 hrs Total 0.1200 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.1200 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-410 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur. 24.00 hrs Intv: 10.00 min Area CN TC ' Pervious 0.0000 ac 78.00 0.11 hrs Impervious 0.1000 ac 98.00 0.11 hrs Total 0.1000 ac Supporting Data: , Impervious CN Data: None Entered 98.00 0.1000 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-415 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0900 ac 86.00 0.11 hrs Impervious 0.0600 ac 98.00 0.11 hrs Total 0.1500 ac Supporting Data: StormShed Report Monday,January 08,2007 Project: 30788 BW WQ1 Page 50 Pervious CN Data: None Entered 86.00 0.0900 ac Impervious CN Data: None Entered 98.00 0.0600 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°/a 6.3000 6.30 min Drainage Area: B-420 Hyd Method: SBUH Hyd Loss Methad: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 78.00 0.11 hrs Impervious 0.0500 ac 98.00 0.11 hrs Total 0.0500 ac Supporting Data: �I Impervious CN Data: None Entered 98.00 0.0500 ac I Pervious TC Data: � , Flow type: Description: Length: Slope: Coeff: Travel Time j Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min ,- Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min � Drainage Area: B-425 Hyd Method: SBUH Hyd Loss Method: SCS CN Number - Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0300 ac 86.00 0.11 hrs Impervious 0.0200 ac 98.00 0.11 hrs Total 0.0500 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0300 ac Impervious CN Data: None Entered 98.00 0.0200 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-426 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.1000 ac 86.00 0.11 hrs StormShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 51 Impervious 0.2600 ac 98.00 0.11 hrs Total 0.3600 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.1000 ac Impervious CN Data: None Entered 98.00 0.2600 ac ii Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time i Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min I Impervious TC Data: ' Flow type: Description: Length: Slope: Coeff: Travel Time ' Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min � Drainage Area: B-430 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0600 ac 86.00 0.11 hrs Impervious 0.0500 ac 98.00 0.11 hrs Total 0.1100 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0600 ac Impervious CN Data: None Entered 98.00 0.0500 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-435 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0300 ac 86.00 0.11 hrs Impervious 0.0300 ac 98.00 0.11 hrs Total 0.0600 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0300 ac Impervious CN Data: None Entered 98.00 0.0300 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None �ntered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-436 StormShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 52 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs � Impervious 0.0600 ac 98.00 0.11 hrs Total 0.0600 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0600 ac Pervious TC Data: , Flow type: Description: Length: Slope: Coeff: Travel Time � Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min � Impervious TC Data: I Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min , Drainage Area: B-440 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur. 24.00 hrs Intv: 10.00 min �� Area CN TC Pervious 0.0300 ac 86.00 0.11 hrs Impervious 0.0300 ac 98.00 0.11 hrs Total 0.0600 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0300 ac Impervious CN Data: None Entered 98.00 0.0300 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-445 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0600 ac 86.00 0.11 hrs Impervious 0.0400 ac 98.00 0.11 hrs Total 0.1000 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0600 ac Impervious CN Data: None Entered 98.00 0.0400 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time StormShed Report Monday.January 08,2007 Project:30788 BW WQ1 Page 53 Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-446 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.1900 ac 98.00 0.11 hrs Total 0.1900 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.1900 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-450 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0600 ac 86.00 0.11 hrs Impervious 0.0200 ac 98.00 0.11 hrs Total 0.0800 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0600 ac Impervious CN Data: None Entered 98.00 0.0200 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°/a 6.3000 6.30 min Drainage Area: B-455 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0000 ac 98.00 0.11 hrs Total 0.0000 ac Supporting Data: Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min StorrnShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 54 Drainage Area: B-499 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0800 ac 98.00 0.11 hrs Total 0.0800 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0800 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-500 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 020 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.1300 ac 86.00 0.11 hrs Impervious 0.0800 ac 98.00 0.11 hrs Total 0.2100 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.1300 ac Impervious CN Data: None Entered 98.00 0.0800 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-503 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.4600 ac 98.00 0.11 hrs Total 0.4600 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.4600 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time StoRnShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Page 55 Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-504 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0700 ac 98.00 0.11 hrs Total 0.0700 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0700 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°/a 6.3000 6.30 min Drainage Area: B-505 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0700 ac 86.00 0.11 hrs Impervious 0.0400 ac 98.00 0.11 hrs Total 0.1100 ac Supporting Data: Pervious CN Data: None Entered 86.40 0.0700 ac Impervious CN Data: None Entered 98.00 0.0400 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-510 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0300 ac 86.00 0.11 hrs Impervious 0.0200 ac 98.�0 0.11 hrs Total 0.0500 ac Supporting Data: Pervious CN Data: ', None Entered 86.00 0.0300 ac � Impervious CN Data: None Entered 98.00 0.0200 ac , Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time StormShed Report Monday,January 08,2007 II Project:30788 BW WQ1 Page 56 I Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Siope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-515 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0500 ac 86.00 0.11 hrs Impervious 0.0200 ac 98.00 0.11 hrs Total 0.0700 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0500 ac Impervious CN Data: None Entered 98.OQ 0.0200 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-520 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0200 ac 98.00 0.11 hrs Total 0.0200 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0200 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-521 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: o.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0600 ac 86.00 0.11 hrs Impervious 0.0600 ac 98.00 0.11 hrs Total 0.1200 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0600 ac . Impervious CN Data: StormShed Report Monday,January 08,2007 Project:30788 BW WQ1 Page 57 None Entered 98.Oo 0.0600 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time ' Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min I� Drainage Area: B-522 Hyd Method: SBUH Hyd Loss Method: SCS CN Number ', Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.1100 ac 86.00 0.11 hrs Impervious 0.0500 ac 98.00 0.11 hrs Total 0.1600 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.1100 ac Impervious CN Data: None Entered 98.00 0.0500 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-525 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0800 ac 86.00 0.11 hrs Impervious 0.0400 ac 98.00 0.11 hrs Total 0.1200 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0800 ac Impervious CN Data: None Entered 98.00 0.0400 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-530 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0600 ac 86.00 0.11 hrs Impervious 0.1000 ac 98.40 0.11 hrs StormShed Report Monday,January 08,2007 Project:30788 BW WQ1 Page 58 Total 0.1600 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0600 ac Impervious CN Data: None Entered 98.00 0.1000 ac Pervious TC Data: Fiow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-531 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor. 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0900 ac 86.00 0.11 hrs Impervious 0.1000 ac 98.00 0.11 hrs Total 0.1900 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0900 ac Impervious CN Data: None Entered 98.00 0.1000 ac Pervious TC Data: I Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-600 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0400 ac 98.00 0.11 hrs Total 0.0400 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0400 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-601 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min StormShed Report Monday, January 08,2007 Project:30788 BW_WQ1 Page 59 Area CN TC Pervious 0.0600 ac 86.00 0.11 hrs Impervious 0.0700 ac 98.00 0.11 hrs Total 0.1300 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0600 ac Irnpervious CN Data: None Entered 98.00 0.0700 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Tra�el Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-605 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0600 ac 86.00 0.11 hrs Impervious 0.0300 ac 98.00 0.11 hrs Total 0.0900 ac Supporting Data: Pervious CN Data: I None Entered 86.00 0.0600 ac Impervious CN Data: I None Entered 98.00 0.0300 ac ' Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-610 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0600 ac 86.00 0.11 hrs Impervious 0.0400 ac 98.00 0.11 hrs Total 0.1000 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0600 ac Impervious CN Data: None Entered 98.00 0.0400 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°/a 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min StormShed Report �ionday.January 08,2007 Project:30788 BW_WQ1 Page 60 Drainage Area: B-611 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0600 ac 86.00 0.11 hrs Impervious 0.4000 ac 98.00 0.11 hrs Total 0.4600 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0600 ac Impervious CN Data: None Entered 98.00 0.4000 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Tiri�e Fixed None Entered 0.00 ft 0.00°%� 6.3000 6.30 min Drainage Area: B-612 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0600 ac 86.00 0.11 hrs Impervious 0.0500 ac 98.00 0.11 hrs Total 0.1100 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0600 ac Impervious CN Data: None Entered 98.00 0.0500 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-613 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min i Area CN TC , Pervious OA700 ac 86.00 0.11 hrs '� Impervious 0.0500 ac 98.00 0.11 hrs Total 0.1200 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0700 ac Impervious CN Data: None Entered 98.00 0.0500 ac Pervious TC Data: StormShed Report Monday,January 08,2007 Project:30788 BW_WQ1 Pa e 61 Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min StormShed Report Monday,January 08,2007 Project:30788 BW WQ1 Page 62 Layout Hydrographs Hydrograph ID: OUTFALL - 100 yr Area: 9.3400 ac Hyd Int: 10.00 min Base Flow: Pending tt translation: 6.03 min Peak Flow: 7.4314 cfs Peak Time: 8.00 hrs Hyd Vol: 2.5614 acft Time Flow Time Flow Time Flow hr cfs hr cfs hr cfs 4.67 0.0134 8.67 3.2380 16.50 1.0536 0.83 0.0656 8.83 2.7508 16.67 1.0540 1.00 0.1328 9.40 2.7020 16.83 1.0544 ' 1.17 0.2093 9.17 2.4035 17.00 1 A548 � I 1.33 0.2844 9.33 2.0746 17.17 1.�241 I 1.50 0.3387 9.50 2.0403 17.33 0.9898 i - 1.67 0.3960 9.67 1.9494 17.50 0.9861 I 1.83 0.4494 9.83 1.8516 17.67 0.9860 2.00 0.4855 10.00 1.8430 17.83 0.9863 2.17 0.5308 10.17 1.7537 18.00 0.9866 2.33 0.5748 10.33 1.6548 18.17 0.9558 2.50 0.6004 10.50 1.6453 18.33 0.9213 2.67 0.6210 10.67 1.5853 18.50 0.9175 2.83 0.6386 10.83 1.5193 18.67 0.9174 3.00 0.6538 11.00 1.5132 18.83 0.9176 3.17 0.6672 11.17 1.4835 19.00 0.9179 3.33 0.6857 11.33 1.4509 19.17 0.8869 3.50 0.7050 11.50 1.4484 19.33 0.8522 3.67 0.7432 11.67 1.4188 19.50 0.8485 3.83 0.7834 11.83 1.3860 19.67 0.8482 � 4.00 0.8030 12.00 1.3832 19.83 Q.8484 4.17 0.8628 12.17 1.3533 20.00 0.8486 4.33 0.9277 12.33 1.3202 24.17 0.8488 4.50 0.9502 12.50 1.3173 20.33 0.8490 4.67 1.0127 12.67 1.2871 20.50 0.8492 4.83 1.0802 12.83 1.2538 20.67 0.8495 5.00 1.1028 13.00 1.2507 20.83 0.8497 5.17 1.1673 13.17 1.2511 21.00 0.8499 � 5.33 1.2368 13.33 1.2519 21.17 0.8501 � 5.50 1.2594 13.50 1.2527 21.33 0.8503 ' 5.67 1.3253 13.67 1.2227 21.50 0.8505 ' 5.83 1.3966 13.83 1.1891 21.67 0.8507 6.00 1.4189 14.0a 1.1858 21.83 0.8509 6.17 1.5375 14.17 1.1861 22.00 0.8511 ' 6.33 1.6684 14.33 1.1867 22.17 0.8199 6.50 1.6990 14.50 1.1873 22.33 0.7850 6.67 1.8761 14.67 1.1571 22.50 0.7812 6.83 2.0721 14.83 1.1232 22.67 0.7809 7.00 2.1130 15.00 1.1198 22.83 0.7810 7.17 2.3258 15.17 1.1199 23.00 a.7811 7.33 2.5604 15.33 1.1204 23.17 Q.7812 7.5� 2.6085 15.50 1.1209 23.33 0.7814 7.67 4.6899 15.67 1.0904 23.50 0.7816 7.83 7.0531 15.83 1.0563 23.67 0.7817 i 8.00 7.4314 16.00 1.0528 23.83 0.7818 8.17 5J985 16.17 1.�527 24.00 OJ820 ' 8.33 3.8945 16.33 1.0531 24.17 �.4360 i 8.50 3.6921 16.50 1.0536 24.33 0.05Q1 I StormShed Report for Onsite Conveyance to Tract " G " _ StormShed Report Monday,January 08,2007 I, Project:30788 BW WQ2 Page 1 Appendix A: StormShed Report for Onsite Conveyance to Tract `G' Project Precips [2 yr] 2.00 in [5 yr] 2.50 in [10 yr] 2.90 in ! [25 yr] 3.40 in [100 yr] 3.90 in [Other] 1.27 in Reach Records I Reach ID: P895 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By , 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 33.0000 ft 1.03 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert C6895 CB900 22.5599 ft 22.2200 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop � 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft ', In/Exfil Hold Up Hold Dn Match Inv Allow Smaller '� 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth , 0.1200 ac 0.1064 cf 3.9277 cf 2.1709 ft/s 0.1132 ft Ent Loss Exit Loss Frict Loss Start TW 0.014636 ft 0.073182 ft 0.000249 ft 22.9349 ft Reach ID: P896 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 8" Diam Galv Iron 0.0160 Mannings Formula Length Slope Entrance Loss 19.0000 ft 0.50 % Groove End Projecting Diam 0.6667 ft Up Node Dn Node Up Invert Dn Invert CB896 C6895 23.0300 ft 22.9350 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/E�I Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth StormShed Report Monday,January 08,2007 Project:30788 BW_WQ2 Page 2 0.0700 ac 0.0620 cf 0.6961 cf 1.2337 ft/s 0.1344 ft Ent Loss Exit Loss Frict Loss Start TV11 0.004727 ft 0.023636 ft 0.000754 ft 23.0694 ft Reach ID: P898 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 8.0000 ft 8.00 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB898 OUTFALL 19.8400 ft 19.1600 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.9800 ac 0.8364 cf 10.9463 cf 8.2352 ft/s 0.1870 ft Ent Loss Exit Loss Frict Loss Start TVN 0.210618 ft 1.053092 ft 0.003736 ft 19.5426 ft Reach ID: P900 Section Properties: Shape: Circular Routing Method: Travel Time Translation � Size Material Mannings n Hyd params By I 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 42.U000 ft 5.77 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB900 C6898 22.2200 ft 19.7966 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO � Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.9800 ac 0.8364 cf 9.2963 cf 7.3376 ft/s 0.2027 ft Ent Loss Exit Loss Frict Loss Start TV11 0.167205 ft 0.836026 ft 0.019611 ft 20.1792 ft Reach ID: P905 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 42.0000 ft 2.35 % Groove End Projecting StormShed Report Monday,January 08,2007 Project:30788 BW WQ2 Page 3 Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB905 C6900 23.2400 ft 22.2530 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft InlExfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.8600 ac 0.7300 cf 5.9327 cf 5.1308 ftls 0.2369 ft Ent Loss Exit Loss Frict Loss Start TW 0.081755 ft 0.408774 ft 0.014941 ft 22.9349 ft Reach ID: P910 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Forrl�ula Length Siope Entrance Loss 118.0000 ft 4.42 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert C6910 CB905 28.4500 ft 232344 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.7800 ac 0.6650 cf 8.1364 cf 6.2442 ftls 0.1933 ft Ent Loss Exit Loss Frict Loss Start TW 0.121086 ft 0.605428 ft 0.034829 ft 23.5741 ft Reach ID: P911 Section Properties: Shape: Circular Routing Method: Travel Time Translation I Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 2.80 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert C6911 CB910 29.3180 ft 28.4500 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth StormShed Report Monday,January 08.2007 Project:30788 BW WQ2 Page 4 0.0400 ac 0.0355 cf 6.4759 cf 2.2012 fUs 0.0532 ft Ent Loss Exit Loss Frict Loss Start TW 0.015047 ft 0.075234 ft 0.000026 ft 28.7104 ft Reach ID: P915 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 68.0000 ft 1.01 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB915 CB910 29.1400 ft 28.4532 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.6800 ac 0.5793 cf 3.8894 cf 3.5545 ft/s 0.2608 ft Ent Loss Exit Loss Frict Loss Start TVN 0.039238 ft 0.196192 ft 0.015231 ft 28.7695 ft Reach ID: P916 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 64.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert C6916 CB915 29.4600 ft 29.1400 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.0600 ac 0.0532 cf 2.7366 cf 1.3672 fUs 0.0967 ft Ent Loss Exit Loss Frict Loss Start TVN 0.005805 ft 0.029027 ft 0.000121 ft 29.2367 ft Reach ID: P917 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 27.0000 ft 0.50 % Groove End Projecting � StormShed Report Monday. January 08. 2007 Project:3o788 BW V�JQ2 Pa e 5 Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB917 CB916 29.6000 ft 29.4650 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.00Q0 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.0300 ac 0.0266 cf 2.7366 cf 1.1101 ft/s 0.0696 ft Ent Loss Exit Loss Frict Loss Start TW 0.003827 ft 0.019134 ft 0.000013 ft 29.5958 ft Reach ID: P920 I Section Properties: � Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 28.0000 ft 4.59 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB920 CB915 30.4200 ft 29.1348 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.6200 ac 0.5261 cf 8.2914 cf 5.9033 fUs 0.1708 ft Ent Loss Exit Loss Frict Loss Start TW 0.108225 ft 0.541125 ft 0.005173 ft 29.4358 ft Reach ID: P921 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB921 CB920 30.5800 ft 30.4250 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth _ _ _ � StormShed Report Monday,January 08,2007 Project:30788 BW_WQ2 Page 6 0.0500 ac 0.0443 cf 2.7366 cf 1.2949 fUs 0.0886 ft Ent Loss Exit Loss Frict Loss Start TW 0.005207 ft 0.026035 ft 0.000041 ft 30.6699 ft Reach ID: P925 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula I Length Slope Entrance Loss , 84.0000 ft 0.92 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert ', C6925 CB920 31.1900 ft 30.4172 ft ' Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop , 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.5000 ac 0.4285 cf 3.7121 cf 3.1512 fUs 0.2294 ft i Ent Loss Exit Loss Frict Loss Start TW 0.030839 ft 0.154197 ft 0.010296 ft 30.6880 ft I Reach ID: P930 Section Properties: Shape: Circular Routing Method: Travel Time Translation ; Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 36.0000 ft 0.92 °/a Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert C6930 CB925 31.5200 ft 31.1888 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.4700 ac 0.4049 cf 3.7121 cf 3.0995 ft/s 0.2230 ft Ent Loss Exit Loss Frict Loss Start TW 0.029835 ft 0.149174 ft 0.003939 ft 31.4517 ft Reach ID: P931 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting StormShed Report Monday,January 08,2007 Project:30788 BW_WQ2 Page 7 Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB931 CB930 31.6800 ft 31.5250 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.0500 ac 0.0443 cf 2.7366 cf 1.2949 ft/s 0.0886 ft Ent Loss Exit Loss Frict Loss Start TW 0.005207 ft 0.026035 ft 0.0�0041 ft 31.7725 ft Reach ID: P935 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 124.0000 ft 0.87 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert C6935 CB930 32.6000 ft 31.5212 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.3200 ac 0.2836 cf 3.6098 cf 2.7387 ft/s 0.1896 ft Ent Loss Exit Loss Frict Loss Start TW 0.023293 ft 0.116467 ft 0.006659 ft 31.7725 ft Reach ID: P936 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB936 CB935 32.7600 ft 32.6050 ft , Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth StormShed Report Monday,January 08,2007 Pro1ect:30788 BW WQ2 Page 8 0.0500 ac 0.0443 cf 2.7366 cf 1.2949 ft/s 0.0886 ft Ent Loss Exit Loss Frict Loss Start TW ! 0.005207 ft 0.026035 ft 0.000041 ft 32.8208 ft � Reach ID: P940 I� Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 142.0000 ft 0.88 % Groove End Projecting Diam 1.0000 ft � Up Node Dn Node Up Invert Dn Invert CB940 C6935 33.8500 ft 32.6004 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop �i 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller I 0.0000 in/hr NO NO YES NO Conduit Summary: I Trib Area Flow Capacity Velocity Normal Depth 0.2000 ac 0.1773 cf 3.6305 cf 2.3920 fUs 0.1503 ft Ent Loss Exit Loss Frict Loss Start TVV 0.017770 ft 0.088848 ft 0.002979 ft 32.8208 ft Reach ID: P941 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 31.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB941 C6940 34.0100 ft 33.8550 ft Conduit Constraints: � Min Vel Max Vel Min Cov Min Slope Max Slope Min drop � 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.1400 ac 0.1241 cf 2.7366 cf 1.7641 fUs 0.1450 ft Ent Loss Exit Loss Frict Loss Start TW 0.009665 ft 0.048324 ft 0.000319 ft 34.0841 ft Reach ID: P945 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 35.0000 ft 0.50 % Groove End Projecting StormShed Report Monday,January 08,2007 Project:30788 BW_WQ2 Page 9 Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert C6945 CB941 34.1800 ft 34.0050 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.OQ00 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.1000 ac 0.0886 cf 2.7366 cf 1.5960 ftls 0.1233 ft Ent Loss Exit Loss Frict Loss Start TW 0.007911 ft 0.039553 ft 0.000184 ft 34.2373 ft Reach ID: P950 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 30.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB950 CB945 34.3300 ft 34.1800 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth 0.1000 ac 0.0886 cf 2.7366 cf 1.5960 ft/s 0.1233 ft Ent Loss Exit Loss Frict Loss Start TW 0.007911 ft 0.039553 ft 0.000157 ft 34.3729 ft Reach ID: P951 Section Properties: Shape: Circular Routing Method: Travel Time Translation Size Material Mannings n Hyd params By 12" Diam Smooth CDEP 0.0120 Mannings Formula Length Slope Entrance Loss 34.0000 ft 0.50 % Groove End Projecting Diam 1.0000 ft Up Node Dn Node Up Invert Dn Invert CB951 C6950 34.5000 ft 34.3300 ft Conduit Constraints: Min Vel Max Vel Min Cov Min Slope Max Slope Min drop 2.0000 ft 15.0000 ft 3.0000 ft 0.5000 ft 2.0000 ft 0.0000 ft In/Exfil Hold Up Hold Dn Match Inv Allow Smaller 0.0000 in/hr NO NO YES NO Conduit Summary: Trib Area Flow Capacity Velocity Normal Depth StorrnShed Report Monday,January O8,2007 Project:30788 BW_WQ2 Page 10 0.0500 ac 0.0443 cf 2.7366 cf 1.2949 fUs 0.0886 ft Ent Loss Exit Loss Frict Loss Start TV1/ 0.005207 ft 0.026035 ft 0.000045 ft 34.5104 ft StormShed Report Monday,January 08,2007 Prolect:30788 BW WQ2 Page 11 _ Node Records Node ID: CB895 Desc: Manhole structure � Start EI: 22.5800 ft Max EI: 25.2500 ft I, Contrib Basin: B-019 Contrib Hyd: � Hgl Elev: 23.0230 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB896 I Desc: Manhole structure ' Start EI: 23.0300 ft Max EI: 25.3100 ft Contrib Basin: B-896 Contrib Hyd: Hgl Elev: 23.1928 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB898 Desc: Manhole structure Start EI: 19.8000 ft Max EI: 23.5000 ft Contrib Basin: Contrib Hyd: ,i Hgl Elev: 19.7912 ft , Struct Type: CB-TYPE 2-48 Ciassification Catch Basin , Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 ' Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure � Approach Credit: 0.8360 ft Node ID: CB900 Desc: Manhole structure Start EI: 22.2200 ft Max EI: 25.7000 ft Contrib Basin: Contrib Hyd: Hgl Elev: 22.9349 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.4088 ft Bend Loss: 0.5758 ft Junction Loss: 0.0468 ft Node ID: CB905 Desc: Manhole structure Start EI: 23.2400 ft Max EI: 28.0200 ft Contrib Basin: B-905 Contrib Hyd: Hgl Elev: 23.1175 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 StormShed Report Monday,January 08,2007 Project:30788 BW WQ2 Page 12 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.6054 ft Node ID: CB910 Desc: Manhole structure Start EI: 28.4500 ft Max EI: 32.6000 ft Contrib Basin: B-910 Contrib Hyd: Hgl Elev: 28.7104 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.1962 ft Bend Loss: 0.0018 ft Junction Loss: 0.0099 ft Node ID: CB911 Desc: Manhole structure Start EI: 29.3300 ft Max EI: 32.6000 ft Contrib Basin: B-911 Contrib Hyd: Hgl Elev: 29.4063 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB915 Desc: Manhole structure Start EI: 29.1400 ft Max EI: 33.6200 ft Contrib Basin: Contrib Hyd: Hgl Elev: 29.0829 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure I Approach Credit: 0.5411 ft ' Bend Loss: 0.0117 ft Junction Loss: 0.0440 ft Node ID: CB916 Desc: Manhole structure Start EI: 29.4600 ft Max EI: 32.3900 ft Contrib Basin: B-916 Contrib Hyd: Hgl Elev: 29.5958 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0191 ft Node ID: CB917 Desc: Manhole structure Start EI: 29.6000 ft Max EI: 32.3900 ft Contrib Basin: B-917 Contrib Hyd: StormShed Report Monday, January 08,2007 Project:30788 BW_WQ2 Page 13 Hgl Elev: 29.6925 ft StructType: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB920 Desc: Manhole structure Start EI: 30.4200 ft Max EI: 33.8700 ft Contrib Basin: B-920 Contrib Hyd: Hgl Elev: 30.6699 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.1542 ft Bend Loss: 0.0027 ft Junction Loss: 0.0128 ft Node ID: CB921 Desc: Manhole structure Start EI: 30.5800 ft Max EI: 33.8700 ft Contrib Basin: B-921 Contrib Hyd: Hgl Elev: 30.7050 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particu►ar shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB925 Desc: Manhole structure Start EI: 31.1900 ft Max EI: 34.6400 ft Contrib Basin: B-925 Contrib Hyd: Hgl Elev: 31.4074 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.1492 ft Node ID: CB930 Desc: Manhole structure Start EI: 31.5200 ft Max EI: 34.9800 ft Contrib Basin: B-930 Contrib Hyd: Hgl Elev: 31.7725 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.1165 ft Bend Loss: 0.0015 ft Junction Loss: 0.0142 ft Node ID: C6931 StormShed Report Monday,January 08,2007 Project:30788 BW_WQ2 Page 14 Desc: Manhole structure Start EI: 31.6800 ft Max EI: 34.9800 ft Contrib Basin: B-931 Contrib Hyd: Hgl Elev: 31.8070 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall & Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: CB935 Desc: Manhole structure Start EI: 32.6000 ft Max EI: 36.0600 ft Contrib Basin: B-935 Contrib Hyd: Hgl Elev: 32.8208 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0888 ft Bend Loss: 0.0007 ft Junction Loss: 0.0166 ft Node ID: CB936 Desc: Manhole structure Start EI: 32.7600 ft Max EI: 36.0600 ft Contrib Basin: B-936 Contrib Hyd: Hgl Elev: 32.8799 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: C6940 Desc: Manhole structure Start EI: 33.8500 ft Max EI: 37.3100 ft Contrib Basin: B-940 Contrib Hyd: Hgl Elev: 34.0841 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0483 ft Node ID: CB941 Desc: Manhole structure Start EI: 34.0100 ft Max EI: 37.3500 ft Contrib Basin: B-941 Contrib Hyd: Hgl Elev: 34.2373 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 I Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0396 ft StormShed Report Monday,January 08,2007 Project:30788 BW_WQ2 Page 15 Node ID: CB945 Desc: Manhole structure Start EI: 34.1800 ft Max EI: 37.8600 ft Contrib Basin: Contrib Hyd: Hgl Elev: 34.3729 ft Struct Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 2.0000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0396 ft Node ID: CB950 Desc: Manhole structure Start EI: 34.3300 ft Max EI: 38.0300 ft Contrib Basin: B-950 Contrib Hyd: Hgl Elev: 34.5104 ft 'I Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0260 ft Node ID: CB951 Desc: Manhole structure Start EI: 34.5000 ft Max EI: 38.0300 ft Contrib Basin: B-951 Contrib Hyd: Hgl Elev: 34.6199 ft Struct Type: CB-TYPE 1-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall &Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Proposed Structure Approach Credit: 0.0000 ft Node ID: OUTFALL Desc: Manhole structure Start EI: 100.0000 ft Max EI: 108.0000 ft Contrib Basin: Contrib Hyd: Hgl Elev: 19.5426 ft StormShed Report Monday,January 08,2007 Project:30788 BW_WQ2 Page 16 Contributing Drainage Areas j Drainage Area: B-019 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 � Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs � Impervious 0.0500 ac 98.00 0.11 hrs ' Total 0.0500 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0500 ac � Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-896 '� Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0700 ac 98.00 0.11 hrs Total 0.0700 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0700 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-905 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0200 ac 86.00 0.11 hrs Impervious 0.0600 ac 98.00 0.11 hrs Total 0.0800 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0200 ac Impervious CN Data: None Entered 98.00 0.0600 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time StormShed Report Monday,January 08,2007 Project:30788 BW WQ2 Page 17 Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-910 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0100 ac 86.00 0.11 hrs Impervious 0.0500 ac 98.00 0.11 hrs Total 0.0600 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0100 ac Impervious CN Data: None Entered 98.00 0.0500 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time I Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-911 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur. 24.00 hrs Intv: 10.00 min ' Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0400 ac 98.00 0.11 hrs Total 0.0400 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0400 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-916 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0300 ac 98.00 0.11 hrs Total 0.0300 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0300 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: StormShed Report Monday,January 08,2007 Project:30788 BW WQ2 Page 18 Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°io 6.3000 6.30 min Drainage Area: B-917 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0300 ac 98.00 0.11 hrs Total 0.0300 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0300 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°io 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°% 6.3000 6.30 min Drainage Area: B-920 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0300 ac 86.00 0.11 hrs Impervious 0.0400 ac 98.00 0.11 hrs Total 0.0700 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0300 ac Impervious CN Data: None Entered 98.00 0.0400 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travef Time Fixed None Entered 0.00 ft 0.00°�a 6.3000 6.30 min Drainage Area: B-921 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0500 ac 98.00 0.11 hrs Total 0.0500 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0500 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min StormShed Report Monday,January 08, 2007 Pro�ect:30788 BW_WQ2 Page 19 Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-925 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0100 ac 86.00 0.11 hrs Impervious 0.0200 ac 98.00 0.11 hrs Total 0.0300 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0100 ac Impervious CN Data: None Entered 98.00 0.0200 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-930 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.0a min Area CN TC Pervious 0.0400 ac 86.00 0.11 hrs Impervious 0.0600 ac 98.00 0.11 hrs Total 0.1000 ac Supporting Data: Pervious CN Data: None Entered 86.00 0.0400 ac Impervious CN Data: None Entered 98.00 0.0600 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00°/a 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-931 Fiyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0500 ac 98.00 0.11 hrs Total 0.0500 ac Supporting Data: � Impervious CN Data: None Entered 98.00 0.0500 ac StormShed Report Monday,January 08.2007 Project:30788 BW_WQ2 Page 20 Pervious TC Data: ' Flow type: Description: Length: Siope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-935 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0700 ac 98.00 0.11 hrs Total 0.0700 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0700 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: ', Flow type: Description: Length: Slope: Coeff: Travel Time ' Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-936 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0500 ac 98.00 0.11 hrs T�tal 0.0500 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0500 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-940 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0600 ac 98.00 0.11 hrs Total 0.0600 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0600 ac Pervious TC Data: StormShed Report Monday,January 08,2007 Project:30788 BW_WQ2 Page 21 Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min ' Drainage Area: B-941 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0400 ac 98.00 0.11 hrs Total 0.0400 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0400 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fix.ed None Enterec� 0.00 ft 0.00`.� 6.3000 6.30 min Drainage Area: B-950 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0500 ac 98.00 0.11 hrs Total 0.0500 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0500 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Drainage Area: B-951 Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.0000 ac 86.00 0.11 hrs Impervious 0.0500 ac 98.00 0.11 hrs Total 0.0500 ac Supporting Data: Impervious CN Data: None Entered 98.00 0.0500 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time StormShed Report Monday,January 08,2007 Project: 30788 BW_WQ2 Page 22 Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed None Entered 0.00 ft 0.00% 6.3000 6.30 min StormShed Report Monday,January 08,2007 Project:30788 BW WQ2 Page 23 Layout Hydrographs Hydrograph ID: OUTFALL - 25 yr Area: 0.9800 ac Hyd Int: 10.00 min Base Flow: Pending tt translation: 5.10 min Peak Flow: 0.7218 cfs Peak Time: 8.00 hrs Hyd Vol: 0.2480 acft Time Flow Time Flow Time Flow hr cfs hr cfs hr cfs 0.83 0.0044 8.83 0.2630 16.50 0.0985 1.00 0.0113 9.00 0.2579 16.67 0.0986 1.17 0.0198 9.17 0.2291 16.83 0.0986 1.33 0.0283 9.33 0.1975 17.00 0.0986 1.50 0.0347 9.50 0.1941 17.17 0.0957 1.67 0.0415 9.67 0.1853 17.33 0.0925 1.83 0.0478 9.83 0.1758 17.50 0.0921 2.00 0.0523 10.00 0.1749 17.67 0.0921 2.17 0.0578 10.17 0.1663 17.83 0.0921 2.33 0.0631 10.33 0.1568 18.00 0.0921 2.50 0.0664 10.50 0.1558 18.17 0.0892 2.67 0.0690 1Q.67 0.150a 18.33 0.0860 2.83 Q.0714 14.83 0.1437 18.50 0.0856 3.00 0.0734 11.00 0.1430 18.67 0.0856 3.17 0.0751 11.17 0.1401 18.83 0.0856 3.33 0.0767 11.33 0.1370 19.00 0.0856 3.50 0.0781 11.50 0.1367 19.17 0.0827 3.67 0.0816 11.67 0.1338 19.33 0.0795 3.83 0.0855 11.83 0.1307 19.50 0.0791 4.00 0.0872 12.00 0.1304 19.67 0.0791 4.17 0.0932 12.17 0.1275 19.83 0.0791 4.33 0.0999 12.33 0.1243 20.00 0.0791 4.50 0.1018 12.50 0.1240 20.17 0.0791 4.67 0.1079 12.67 0.1211 20.33 0.0791 4.83 0.1146 12.83 0.1179 20.50 0.0791 5.00 a.1164 13.�0 0.1176 20.67 0.0791 5.17 0.1226 13.17 0.1176 20.83 0.0791 5.33 0.1293 13.33 0.1176 21.00 0.0792 5.50 0.1311 13.50 0.1177 21.17 0.0792 5.67 0.1373 13.67 0.1148 21.33 0.0792 5.83 0.1441 13.83 0.1116 21.50 0.0792 6.00 0.1458 14.Q0 0.1113 21.67 0.0792 6.17 0.1573 14.17 0.1113 21.83 0.0792 6.33 0.1700 14.33 0.1113 22.00 0.0792 6.50 0.1724 14.50 0.1114 22.17 0.0763 6.67 0.1896 14.67 0.1085 22.33 0.0730 6.83 0.2086 14.83 0.1053 22.50 0.0727 7.00 0.2118 15.00 0.1049 22.67 0.0726 7.17 0.2322 15.17 0.1049 22.83 0.0726 7.33 0.2546 15.33 0.1049 23.00 0.0727 7.50 0.2583 15.50 0.1050 23.17 0.0727 7.67 0.4614 15.67 0.1021 23.33 0.0727 7.83 0.6899 15.83 0.0989 23.50 0.0727 8.00 0.7218 16.00 0.0985 23.67 0.0727 8.17 0.5605 16.17 0.0985 23.83 0.0727 8.33 0.3749 16.33 0.0985 24.00 0.0727 8.50 0.3544 16.50 0.0985 24.17 0.0405 8.67 0.3101 16.67 O.Q986 24.33 O.OQ44 Hydrograph ID: OUTFALL - 100 yr Area: 0.9800 ac Hyd Int: 10.00 min Base Flow: Pending tt translation: 4.75 min Peak Flow: 0.8364 cfs Peak Time: 8.00 hrs Hyd Vol: 0.2882 acft Time Flow Time Flow Time Flow hr cfs hr cfs hr cfs 0.67 0.0016 8.67 0.3586 16.50 0.1135 0.83 0.0088 8.83 0.3040 16.67 0.1135 I StormShed Report Monday,January 08,2007 � Project:30788 BW_WQ2 Page 24 j 1.00 0.0179 9.00 0.2981 16.83 0.1135 I 1.17 0.0282 9.17 0.2647 17.00 0.1136 1.33 0.0384 9.33 0.2282 17.17 0.1102 , 1.50 0.0457 9.50 0.2242 17.33 0.1065 , 1.67 0.0534 9.67 0.2140 17.50 0.1061 1.83 0.0606 9.83 0.2030 17.67 0.1061 � 2.00 0.0655 10.00 0.2019 17.83 0.1061 2.17 0.0716 10.17 0.1920 18.00 0.1061 �, 2.33 0.0775 10.33 0.1810 18.17 0.1027 I� 2.50 0.0810 10.50 0.1798 18.33 0.0990 2.67 0.0838 10.67 0.1731 18.50 0.0986 2.83 0.0861 10.83 0.1658 18.67 0.0986 3.00 0.0882 11.00 0.1650 18.83 0.0986 3.17 0.0900 11.17 0.1617 19.00 0.0986 3.33 0.0917 11.33 0.1581 19.17 0.0952 3.50 0.0935 11.50 0.1577 19.33 0.0915 � 3.67 0.0976 11.67 0.1544 19.50 0.0911 3.83 0.1023 11.83 0.1507 19.67 0.0910 � 4.00 0.1040 12.00 0.1504 19.83 0.0911 II 4.17 0.1110 12.17 0.1470 20.00 0.0911 ', 4.33 0.1185 12.33 0.1434 20.17 0.0911 ' 4.50 0.1205 12.50 0.1430 20.33 0.0911 4.67 0.1276 12.67 0.1397 20.50 0.0911 4.83 0.1352 12.83 0.1360 20.67 0.0911 5.00 0.1372 13.00 0.1356 20.83 0.0911 5.17 0.1443 13.17 0.1356 21.00 0.0911 5.33 0.1521 13.33 0.1356 21.17 0.0911 5.50 0.1540 13.50 0.1357 21.33 0.0911 5.67 0.1611 13.67 0.1324 21.50 0.0911 5.83 0.1689 13.83 0.1287 21.67 0.0912 6.00 0.1707 14.00 0.1283 21.83 0.0912 6.17 0.1840 14.17 0.1283 22.00 0.0912 6.33 0.1987 14.33 0.1283 22.17 0.0878 6.50 0.2014 14.50 0.1283 22.33 0.0841 6.67 0.2212 14.67 0.1250 22.50 0.0837 6.83 0.2432 14.83 0.1213 22.67 0.0836 7.00 0.2468 15.00 0.1209 22.83 0.0836 7.17 0.2703 15.17 0.1209 23.00 0.0836 7.33 0.2961 15.33 0.1209 23.17 0.0836 7.50 0.3003 15.50 0.1209 23.33 0.0836 7.67 0.5358 15.67 0.1176 23.50 0.0836 7.83 0.8003 15.83 0.1139 23.67 0.0836 8.00 0.8364 16.00 0.1135 23.83 0.0836 8.17 0.6490 16.17 0.1135 24.00 0.0837 8.33 0.4338 16.33 0.1135 24.17 0.0466 8.50 0.4099 16.50 �.1135 24.33 0.0053