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Home My WebLink About41 Dev. Permit 00-00500080 University Park 1101 Universityuft-~/7 iJ,_ ~<?L__ Texas Department of Transportation 1300 N . TEXAS AVE . • BRYAN, TEXAS 778 03-2760 • (409) 778-2165 D'~ ~ tj Project: Highway: CSJ: County: STP 2000(253)UM FM60 0506-01-069 Brazos Mr. Thomas V . Vennochi, Jr. City of College Station P. 0 . Box 9960 College Station, Texas 77842 Dear Mr. Vennochi : February 23, 2001 I\) iJ dl Cd; :.~ )~,~OU' \/\ 0 We have reviewed the driveway permit submitted for this property improvement. We agree with the driveway locations and geometrics as submitted . We have discussed with the design engineer, Ms . Deborah Keating of Urban Design Group, that the sequencing of our ongoing roadway improvement project with the private property improvement is critical. Our road way contractor has initiated work along the front of this property and will be removing the .existing (east) driveway to place the new driveway as roadway widening progresses. As they devel op this driveway ahead of our contractor, I recommend placing only a temporary pavement structure on the State right of way rather than the expensive concrete driveway proposed. Our contractor will be paid to place the final concrete driveway after the roadway is widened. It is my recommendation that the new location (west) driveway not be built ahead of our roadway widening as it would have to be removed and reconstructed in our roadway widening efforts. If the property owner can wait, our contractor will construct the west driveway. Therefore, they will not pay the cost to construct it and we will not pay our contractor to remove it. I also discussed with Ms . Keating the need to submit a separate utility permit (TxDOT Form 1023) for the proposed drainage · tie to the State 's storm sewer system. Again I stressed the importance of the construction sequencing. She may elect to tie to an existing curb inlet until our contractor breaks the line to tie it into the proposed storm sewer system. All proposed details and hydraulic calculations will be submitted through your offices. If we ca n provide further assistance in this matter, please contact Karl Nelson at 778-6233. KRN/bja cc: Project File Project Inspector District Construction Sincerely, Catherine Hejl, PE Area Engineer An Equal Opportunity Employer Permit to Construct Access Driveway Facilities Fonn 1058 (Rev. 12-96) Previous versions are obsolete . on Highway Right of Way f:/11 loo Hwy. - Control 0~ 0 0 Section To: Permit No. of The Texas Department of Transportation, hereinafter called the State, hereby authorizes _s S /'(, S J L tJ c_ , hereinafter called e Grantee, to. (re) construct an access ~riveway op,~J~77rig,tlt of v-;.9-Y <Jbutting highw~. ~~ a S t-C~_.%~o;a~'jlah, "3 ~ IJA-J-~ hff~ Subject to the following: ---r ---0 cns-r 1. The Grantee is responsible for all costs associated with the construction of this access driveway. 2. Design of facilities shall be as follows and/or as shown. on sketch: . One drive entrance into property (30' wide) One drive entrance on adjacent property (28' wide) All construction and materials shall be subject to inspection and approved by the State . 3 . Maintenance of facilities constructed hereunder shall be the responsibility of the Grantee , and the State reserves the right to require any changes, maintenance, or repairs as may be necessary to provide protection of life or property on or adjacent to the highway. Changes in design will be made only with approval of the State . 4. The Grantee shall hold harmless the State and its duly appointed agents and employees against any action for person al injury or property damage sustained by reason of the exercise of this permit. 5. Except for regulatory and guide signs at county roads and city streets , the Grantee shall not erect any sign on or extending over any portion of the highway right of way, and vehicle service fixtures such as service pumps, vendor stands, or tanks shall be located at least 3.6 meters (12 feet) from the right -of-way line to ensure that any vehicle services from these fixtures will be off the highway. 6. This permit will become null and void if the above-referenced driveway facilities are not constructed within six (6) months from the issuance date of this permit. 7. The Grantee will contact the Stat~ rep~~ntative /J1r · J./e_ 11 l fll/u tJ t../ , telephone ~11' 7 7i-~O S~ at least twenty-four (24) hours prior to beginning the work authorized by this permit. Texas Department of Transportation -~ tJ r f. ~I The undersigned hereby agrees to comply with the terms and conditions set forth in this perm it for construction of an access driveway on the highway right-of-way. SJ/(.. J' /,.Jc ·c-~·· !,__!IL-/_/ Signed: 1 /J, rl-1 ,w.f.l~.-4,..,.,. (Property owner or owner 's representative) fr/01 Date : __ l _:~_t.!_/_eJ_o _________ _ Fonn 1058 (Rev. 12-96) Bade Access Driveway Regulations The Texas Transportation Commission, in recognition of its responsibility for the safety and utility of public highways under '.. its jurisdiction, has directed the adoption of rules and regulations to accomplish a coordinated development between highways and abutting property. For this purpose, the booklet entitled "Regulations for Access Driveways to State Highways" was published and adopted, setting out departmental policies to regulate construction and maintenance of access driveway facilities . Sketch of Installation See attached construction plan s /jj:·, '- Date: February 21, 2001 FM 60 -W. of Spring Loop University Park II Block T, Lot 15 1101 University Dr. College Station, Tx. Driveway Permit GENERAL SPECIAL PROVISIONS (Driveway Permit) : 1) Traffic Control plan is required per TMUTCD prior to start of construction work in the FM 60 right-of-way. 2) Areas within ROW disturbed by construction shall be restored to equal or better conditions than existing prior to construction. 3) Contractor shall be responsible for locating all utilities within the right-of-way construction site. Contacts with local utility companies and utility locators are required. 4) Lane closure allowed between 9:00 a.m. and 4:00 p.m. only. 5) Reinforcing for concrete driveways shall consist of No. 4 bars, 18" o.c.b.w. 6) Contractor shall notify Mr. Karl Nelson at TxDOT (778-6233) at least 48 hours in advance of any work to coordinate site improvement activities with ongoing FM 60 construction. PROJECT REVIEW COMMITTEE (PRC) MEETING October 19, 2000 TO: FROM : Debbie Keating, Urban Design Group, Via fax 696-9752 Fred Bayliss , Via fax 846-8569 PRC Review Subcommittee: Karl Mooney, P &Z Commis sioner Ray Harris, P &Z Commissioner Carolyn Williams , P&Z Commissioner Staff Attending: Natalie Ruiz, Development Review Manager Ted Mayo, Assistant City Engineer Tammy Macik:, Secretary SUBJECT: Driveway Variance for property located at University Park, Section II -Th e proposal of a driveway variance for a planned commercial development on the north side of University Drive west of the intersection of University Drive and Spring Loop. The PRC held a meeting on Wednesday, October 11 , 2000 to review the above-mentioned project. Assistant City Engineer Ted Mayo opened the discussion and said that the staff denied the request for the driveway variance because University Drive is a major arterial. Mr. Mayo stated that another reason for denial is the nature of University Drive and the fact traffic is increasing. Mr. Mayo said that TXdot is planning to widen University Drive to include raised medians. The west driveway would be located in a proposed median cut by TXdot which means the additional access would only be right tum in and right tum out which is adjacent to Holiday Inn Express. Applicant Debbie Keating stated that they needed the driveway for the safety of their customers . Commissioner Harris motioned to grant a total of 2 access points for both the subject property and the adjacent property to the west contingent upon one of the 3 driveways shown on the plan being closed. Commissioner Williams seconded and the motion passed 3-0. / I . -\, ' ' ' ' \ -rx. pol f fl.-Of ost= D FM (, 0 ( t)NI"· l> f.) ·. -·~-.,; ""_,...r·_,r ,·- ' .... '""" .. -" , ·, I · ·· 1'!,<!;V~!~~ ___ J'!1_Ep[1u.1s ...... f D({I v~s ; ... ,, ..... /·... •" ') '·' ) '"'·:/;:·:'>"• ..... ..:.-.~> cedar creek condominiums .. ~' of {.: Bert W reel er, - 1:-.,,;--·;1 • 1· • .:0-.~"' .. ··--... .... ' HOT A B!ODlHG OOCIJEHT Marloe l.laness, P. E. •8109~ om , .. -.~ David W. scarmardo 8' sam J. campTse Pulling Permit Type: Inspection Type : Reinsp: Contractor: Address: Message: Building Electric Roof Sign New Repair } g_,: -rowr Y. Mechanical Plumbing Value: Gas Pool Only Lawn / pi) Irrigation Vacuum Breakers Plumbing Fixtures WC OF LT WH UR FD LAV IW WAT KS ST SEW us GT ST BT HB WM GAS SH ow OPNG Entered By: TO: File DATE: May 7 , 2001 FROM: Tom Vennochi RE: University Park Phase 2 -SW3P I received message of a phone call from Lance in regards to erosion from the project site on to the Holiday Express property. I w ent to visit the site at 1000 hrs. A two-man crew was shoveling and hosing the motel property. I talked to Bo Miles, Project Manager, and Mark Ward, Project Superintendent with W. M . Klunkert , Inc., General Contractors. Mark said they are re-establishing the fence, fortifying it with rock. It rained very hard this weekend. Jam es Trotter Robbie Owens DATE: 3/12/01 Letter written to Fred Bayliss from Tom V . DATE: 3/14/01 Letter written to Diane Keaton from Ted M., regards TxDOT Utility (Storm Sewer) Permit. ' TO: File FROM: Tom Vennochi RE: University Park Phase 2 -Driveway issues Relevant files - 00-219 SP 01-023 FP 00-201 REZ 00-184 VAR DATE: 2/23/01 Approved TxDOT Driveway Permit with cover letter. DATE: 3/2/01 General Info: West of University Park Phase 2 (Block T , Lot 15)- 1021 Joint Venture: Mike Hoelscher-Attorney 1021 University Drive (979) 846-4 726, FAX 846-4 725 Block U, Lot 10 -Plat file 84-202 co owner of lot & building w/ Cully Lipsey-Attorney, and Celia Goode-Haddock University Title Co. P.O. BoxDT College Station, TX 77841-5079 (979) 260-9818 Lehtonen Investments, Ltd: Alfred Lehtonen 700 Dominik Drive College Station, TX 77840 (979) 693-0261 , FAX 693-3828 LOT Investment Inc. Mike Laine (979) 846-2992 I Texas Department of Transportation 1300 N. TEXAS AVE. • BRYAN, TEXAS 77803-2760 • (409) 778-2165 Project: Highway: CSJ: County: STP 2000(253)UM FM60 0506-01-069 Brazos Mr. Thotnas V . Vennochi, Jr. City of College Station P . 0 . Box 9960 College Station, Texas 77842 Dear Mr. Vennochi : February 23, 2001 We have reviewed the driveway permit submitted for this property improvement. We agree with the driveway locations and geometrics as submitted . We have discussed with the design engineer, Ms . Deborah Keating of Urban Design Group, that the sequencing of our ongoing roadway improvement project with the private property improvement is critical. Our roadway contractor has initiated work along the front of this property and will be removing the .existing (east) driveway to place the new driveway as roadway widening progresses . As they develop this driveway ahead of our contractor, I recommend placing only a temporary pavement structure on the State right of way rather than the expensive concrete driveway proposed. Our contractor will be paid to place the final concrete driveway after the roadway is widened. It is my recommendation that the new location (west) driveway not be built ahead of our roadway widening as it would have to be removed and reconstructed in our roadway widening efforts. If the property owner can wait, our contractor will construct the west driveway. Therefore, they will not pay the cost to construct it and we will not pay our contractor to remove it. I also discussed with Ms. Keating the need to submit a separate utility permit (TxDOT Form 1023) for the proposed drainage tie to the State 's storm sewer system . Again I stressed the importance of the construction sequencing. She may elect to tie to an existing curb inlet until our contractor breaks the line to tie it into the proposed storm sewer system . All proposed details and hydraulic calcu lations will be submitted through your offices. If we can provide further assistance in this matter, please contact Karl Nelson at 778-6233 . KRN/bja cc: Project File Project Inspector District Construction Sincerely , c~ w -~f.6 Catherine Hejl, PE Area Engineer An Equal Opportunity Employer Permit to Construct Access Driveway Facilities Fonn 1058 (Rev. 12-96) Previous versions are obsolete . on Highway Right of Way of To: /:/J1 loo Hwy. - Control 0..50 {p Section Permit No. The Texas Department of Transportation, hereinafter called the State, hereby authorizes -.S S R S J L tJ c_ , hereinafter called e Grantee, to (re) construct an access ~riveway on th8?~rigt1t of :.crY <tbutting highw~. ~~ d S y--C~_)j~~~~ "ff ~AUJ-~h,1~ Subject to the following: --r---0 ~ 1. The Grantee is responsible for all costs associated with the construction of th is access dri vew ay. 2. Design of facilities shall be as follows and/or as shown on sketch : One drive entrance into prope r ty (30' wide ) One drive entrance on adjacent proper ty (28' wide) All construction and materials shall be subject to inspection and approved by the State . 3. Maintenance of facilities constructed hereunder shall be the responsibility of the Grantee, and th e State reserv es the rig ht to require any changes, maintenance , or repairs as may be necessary to provide protecti on of li fe or pro perty on or adjacent to the highway. Changes in design will be made only with approval of the State . 4. The Grantee shall hold harmless the State and its duly appointed agents and employees ag ain st a ny ac tio n fo r personal injury or property damage sustained by reason of the exercise of this permit. 5. Except for regulatory and guide signs at county roads and city streets , the Grantee shall not erect any sign on or extend ing over any portion of the highway right of way, and vehicle service fixtures such as service pumps, vendor stands , or tanks shall be located at least 3 .6 meters (12 feet) from the right-of-way line to ensure that any vehicle services from these fixtures will be off the highway. 6. This permit will become null and void if the above-referenced driveway facilities are not constructed within six (6) months from the issuance date of this permit. 7. The Grantee will contact the Stat~ rep~~ntative d/r · A/e. Al tJl/u. tJ Af , telephone W11> 7 7i-~o s~ at least twenty-four (24) hours prior to beginning the work authorized by this permit. Texas Department of Transportation t f. E I The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction of an access driveway on the highway right-of-way. SJ If_ J' /,.Jc ~-!Ii--?./ S(gned 4 /2 rl-/&c-.f,l.-.J,-----fl_,.,,.. (Property own er or own er's representative) jr/01 Date : __ 1_0_t---'/_.eJ_o ________ _ Date: February 21, 2001 FM 60 -W. of Spring Loop University Park II Block T, Lot 15 1101 University Dr. College Station, Tx. Driveway Permit GENERAL SPECIAL PROVISIONS (Driveway Permit ) : 1) Traffic Control plan is required per TMUTCD prior to start of construction work in the FM 60 right-of-way. 2) Areas within ROW disturbed by construction shall be restored to equal or better conditions than existing prior to construction. 3) Contractor shall be responsible for locating all utilities within the right-of-way construction site. Contacts with local utility companies and utility locators are required. 4) Lane closure allowed between 9:00 a.m. and 4:00 p.m. only. 5) Reinforcing for concrete driveways shall consist of No. 4 bars, 18" o.c.b.w. 6) Contractor shall notify Mr. Karl Nelson at TxDOT (n8-6233) at least 48 hours in advance of any work to coordinate site improvement activities with ongoing FM 60 construction. PROJECT REVIEW COMMITTEE (PRC) MEETING October 19, 2000 TO: FROM: Debbie Keating, Urban Design Group, Via fax 696-9752 Fred Bayliss, Via fax 846-8569 PRC Review Subcommittee: Karl Mooney , P&Z Commissioner Ray Harris, P&Z Commissioner Carolyn Williams, P&Z Commissioner Staff Attending: Natalie Ruiz, Development Review Manager Ted Mayo, Assistant City Engineer Tammy Macik, Secretary SUBJECT: Driveway Variance for property located at University Park, Section II -The proposal of a driveway variance for a planned commercial development on the north side of University Drive west of the intersection of University Drive and Spring Loop. The PRC held a meeting on Wednesday, October 11, 2000 to review the above-mentioned project. Assistant City Engineer Ted Mayo opened the discussion and said that the staff denied the request for the driveway variance because University Drive is a major arterial. Mr. Mayo stated that another reason for denial is the nature of University Drive and the fact traffic is increasing. Mr. Mayo said that TXdot is planning to widen University Drive to include raised medians. The west driveway would be located in a proposed median cut by TXdot which means the additional access would only be right turn in and right turn out which is adjacent to Holiday Inn Express. Applicant Debbie Keating stated that they needed the driveway for the safety of their customers . Commissioner Harris motioned to grant a total of 2 access points for both the subject property and the adjacent property to the west contingent upon one of the 3 driveways shown on the plan being closed. Commissioner Williams seconded and the motion passed 3-0. Form 1058 (Rev. 12-96) Back Access Driveway Regulations Tue Texas Transportation Commission, in recognition of its responsibility for the safety and utility of public highways under ;_ its jurisdiction, has directed the adoption of rules and regulations to accomplish a coordinated development between highways and abutting property. For this purpose, the booklet entitled "Regulations for Access Driveways to State Highways" was published and adopted, setting out departmental policies to regulate construction and maintenance of access driveway facilities. Sketch of Installation See attached construction plans f ~ COLLlGl STATION SITE LEGAL DESCRIPTION: DATE OF ISSUE: OWNER: ROSSCO HOLDINGS INC P 0 BOX 10539 BEYERL Y HILLS, CA 90213 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: DEVELOPMENT PERMIT PERMIT NO. 500080 DP-UNIVERSTIY PARK SITE ADDRESS: 1101 UNIVERSITY DRE DRAINAGE BASIN: CARTER CREEK VALID FOR 6 MONTHS CONTRACTOR: FULL DEVELOPMENT PERMIT W/SPECIAL CONDITIONS Construction within TxDOT R .O.W. is not allowed pending receipt of an approved TxDOT Form 1058. The Certificate of Occupancy will not be issued until site plan as-builts with utilities is submitted to the City of College Station, and, the final plat has been filed at the Brazos County Courthouse . All construction must be in compliance with the approved construction plans. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site. This shall be in accordance with the approved erosion control plan, Chapter 13 of the Code of Ordinances of the City of College Station, as well as the City of College Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. I hereby grant this permit for development of an area outside the special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply . 02.-/t-0 J Owner/ Agent/ Contractor Date SUPPLEMENTAL DE VELOPMENT PERMIT INFORMATION Application is hereby made for the fo ll owing development specific waterway alterations: · Construction o(site im provements (o r three (3) office buildings including onsite storm sewer and detention pond A CKNOWLEDGMENTS: !, J, f 4 P t/t)C/l ~es;gn engineer/own..-, h.,.eby acknowledge o.-affirm that' I The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards. As a condition of approval of this permit application, I agr e to construct th improvements proposed in this application according to these documents and ireme sofChapter 13 oft~: Coll eStation i ode. \\ ~~~~•:fi~--~k~~~~ . ---.v ~\ .N\ .'\<..\~~~~~ Con a or 2... M<01 CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.) A. I, , certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the l 00 year storm. Engineer Date B. I, certify that the finished floor elevation of the lowest floor, including any basement of any residential structure, proposed as part of this application is at or above the base flood elevation established in the Latest Federal Insurance Administration Flood Hazard Study and maps, as amended. Engineer Date C. I, certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of ColJege Station City Code, Chapter 13 concerning encroachments of floodways and of floodway fringes . Engineer Date D . I, do certify that the proposed alterations do not raise the level of the I 00 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval : In accordance with Chapter 13 of the Code of Ordinances of the City ofCoUege Station, measures shaU be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of ColJege Station shall apply. SITE PLAN APPLICATION SITEAPP.DOC 03/25/99 l of 1 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name: University Park Comment: 12" pipes from pond Solve For Actual Depth Given Input Data: Diameter ......... . Slope ............ . Manning's n ...... . Discharge ........ . Computed Results: Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.940 ....... . Froude Number .... . 1.00 ft 0.0100 ft/ft 0.013 1.73 cfs 0.49 ft 4.50 fps 0.38 sf 0.56 ft 0.0065 ft/ft 49.15 % 3.56 cfs 3.83 cfs 1.28 (flow is Supercritical) REVI ·w FOR \ C()l\~PLll\ ICE MAR 0 9 2001 COLLEGE s -1A 11(;1\I ENGINEERING ~ Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 --------------------- .. Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 28 Feb 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 4 12" OUT OF POND Qin= 3.45 CFS@ 12.11 HRS, VOLUME= 1.03 AF Qout= 3.46 CFS@ 12.11 HRS, VOLUME= 1.03 AF, ATTEN= 0%, LAG= 0.0 MIN DEPTH END AREA (FT) 0.00 . 10 .20 .30 .70 .80 .90 .94 .97 1.00 (SQ-FT) 0.00 .08 .22 .40 1.17 1.35 1.49 1.53 1.56 1.57 DISCH (CFS) 0.00 . 15 .62 1.40 5.97 6.97 7.59 7.66 7.59 7 .13 12" PIPE X 2 n= .013 LENGTH= 35 FT SLOPE= .01 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .48 FT PEAK VELOCITY= 4.6 FPS TRAVEL TIME= .1 MIN SPAN= 0-24 HRS, dt=.05 HRS ~Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 28 Feb 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 4 OUTFLOW PEAK= 3.46 CFS@ 12.11 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 . 01 .01 .01 .01 .01 . 01 .01 .01 . 01 1.50 .01 . 01 . 01 .02 .02 .02 .02 .02 .02 .02 2.00 .02 .02 .03 .03 .03 .03 .03 .03 .03 .04 2.50 .04 .04 .04 .04 .04 .04 .04 .04 .05 .05 3.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 3.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 4.00 .07 .07 .07 .07 .07 .07 .07 .08 .08 .08 4.50 .08 .08 .08 .09 .09 .09 .09 .09 .09 . 10 5.00 . 10 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 11 5.50 .12 . 12 . 12 . 12 . 12 . 12 . 13 . 13 . 13 . 13 6.00 . 13 . 14 .14 . 14 . 14 . 14 .14 . 15 . 15 . 15 6.50 . 15 . 15 . 16 .16 . 16 . 16 . 16 . 16 .17 .17 7.00 .17 .17 .17 . 18 . 18 . 18 . 18 .18 . 19 . 19 7.50 .19 . 19 . 19 . 19 .20 .20 .20 .20 .20 . 21 8.00 .21 .21 .21 .22 .22 .23 .23 .23 .23 .24 8.50 .24 .24 .25 .25 .25 .26 .26 .27 .27 .28 9.00 .28 .29 .29 .30 .30 .31 .31 .32 .32 .32 9.50 .33 .33 .33 .34 .34 .35 .35 .36 .36 .37 10.00 .38 .38 .39 .40 . 41 .42 .43 .44 .45 .46 10.50 .47 .48 .49 .50 .52 .53 .54 .56 .57 .59 11. 00 .61 .62 .64 .66 .68 . 71 .73 .76 .78 . 81 11.50 .84 .88 .94 1.02 1. 13 1. 22 1.30 1.41 1. 78 2.68 12.00 3.17 3.35 3.46 3.41 3.36 3.30 3.26 3.21 3.17 3. 11 12.50 3.06 3.00 2.94 2.87 2.81 2.74 2.67 2.60 2.53 2.45 13.00 2.38 2.29 2.21 2. 13 2.03 '1. 93 1.83 1. 74 1.67 1. 61 13.50 1.56 1. 53 1.51 1.50 1.49 1.48 1.48 1.47 1.46 1.45 14.00' 1.45 1.44 1.43 1.42 1.42 1.41 1.40 1.39 1.38 1. 37 14.50 1.37 1.36 1.35 1.34 1.33 1.32 1.32 1. 31 1.30 1. 29 15.00 1.28 1. 27 1.27 1.26 1. 25 1.24 1.23 1. 22 1. 22 1. 21 15.50 1.20 1. 19 1. 18 1.17 1. 15 1.13 1. 12 1.10 1.08 1.06 16.00 1.05 1.03 1. 01 .99 .98 .96 .94 .93 .91 .88 16.50 .86 .83 .80 .78 .75 .73 .71 .68 .66 .64 17.00 .62 .59 .57 .55 .53 .52 .50 .48 .46 .45 17.50 .43 .42 .40 .39 .38 .37 .36 .35 .34 .33 18.00 .32 .31 .31 .30 .30 .29 .29 .28 .28 .27 18.50 .27 .27 .26 .26 .26 .26 .25 .25 .25 .25 19.00 .24 .24 .24 .24 .23 .23 .23 .23 .22 .22 19.50 .21 .21 .21 . 21 .20 .20 .20 .20 .20 . 19 20.00 .19 . 19 . 19 . 19 .19 . 19 . 19 . 19 . 18 .18 20.50 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 21.00 .18 . 18 . 18 . 18 . 18 .18 . 18 . 18 . 18 .18 21.50 .18 . 18 . 18 . 18 . 18 . 18 .17 .17 .17 .17 22.00 .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 22.50 .17 .17 .17 .17 .17 . 17 .17 .17 .17 .17 23.00 .17 .17 .17 .17 . 16 . 16 . 16 . 16 . 16 .16 23.50 . 16 . 16 . 16 . 16 .16 . 16 .16 . 16 . 16 . 16 24.00 .16 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name: University Park Comment: 12" pipes from pond Solve For Actual Depth Given Input Data: Diameter ......... . Slope ............ . Manning's n ...... . Discharge ........ . Computed Results: Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 1. 00 ft 0.0100 ft/ft 0.013 3.09 cfs 0.72 ft 5.11 fps 0.60 sf 0.75 ft 0.0089 ft/ft 71. 95 % 3.56 cfs 3.83 cfs 1.10 (flow is Supercritical) Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 .Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 28 Feb 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 4 12" OUT OF POND Qin= 6.18 CFS@ 12.07 HRS, VOLUME= 1.33 AF Qout= 6.18 CFS@ 12.07 HRS, VOLUME= 1.33 AF, ATTEN= 0%, LAG= .1 MIN DEPTH END AREA (FT) 0.00 . 10 .20 .30 .70 .80 .90 .94 .97 1.00 (SQ-FT) 0.00 .08 .22 .40 1.17 1.35 1.49 1.53 1.56 1.57 DISCH (CFS) 0.00 . 15 .62 1.40 5.97 6.97 7.59 7.66 7.59 7. 13 12" PIPE X 2 n= .013 LENGTH= 35 FT SLOPE= .01 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .72 FT PEAK VELOCITY= 5.1 FPS TRAVEL TIME= .1 MIN SPAN= 0-24 HRS, dt=.05 HRS • Data for upark TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 28 Feb 01 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 4 OUTFLOW PEAK= 6.18 CFS@ 12.07 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 .01 . 01 1.00 . 01 . 01 .01 . 01 . 01 .02 .02 .02 .02 .02 1.50 .02 .02 .02 .03 .03 .03 .03 .04 .04 .04 2.00 .04 .04 .05 .05 .05 .05 .05 .05 .05 .06 2.50 .06 .06 .06 .06 .06 .06 .06 .06 .07 .07 3.00 .07 .07 .07 .07 .07 .07 .08 .08 .08 .08 3.50 .08 .09 .09 .09 .09 .09 .09 . 10 . 10 .10 4.00 . 10 . 10 . 11 . 11 . 11 . 11 . 11 . 12 . 12 . 12 4.50 . 12 . 13 . 13 . 13 .13 . 14 . 14 .14 . 14 . 14 5.00 . 15 . 15 . 15 . 15 . 16 . 16 . 16 . 16 . 16 .17 5.50 .17 .17 .17 . 18 . 18 . 18 . 18 . 18 . 19 . 19 6.00 . 19 .19 .20 .20 .20 .20 .21 .21 .21 .21 6.50 .22 .22 .22 .22 .22 .23 .23 .23 .23 .23 7.00 .23 .23 .24 .24 .24 .24 .24 .24 .25 .25 7.50 I .25 .25 .25 .26 .26 .26 .26 .26 .27 .27 8.00 : .27 .27 .28 .28 .28 .29 .29 .30 .30 .31 8.50 .31 .32 .33 .33 .34 .35 .35 .36 .37 .37 9.00 .38 .39 .39 .40 .40 .41 .41 .42 .42 .43 9.50 .43 .44 .44 .44 .45 .46 .46 .47 .48 .48 10.00 .49 .50 .51 .52 .53 .54 .55 .56 .57 .58 10.50 .60 . 61 .62 .64 .65 .67 .69 .70 .72 .74 11. 00 .76 .78 .80 .82 .85 .87 .90 .93 .95 .96 11. 50 .99 1.02 1.08 1.17 1.24 1.32 1.42 1.84 2.83 4.30 12.00 5.71 6.14 6.10 5.96 5.74 5.52 5.26 4.99 4.67 4.32 12.50 3.95 3.64 3.41 3.30 3.23 3.17 3.10 3.04 2.98 2.92 13.00 2.85 2.78 2.71 2.64 2.57 ·2.50 2.43 2.35 2.27 2. 19 13.50 2. 11 2.01 1. 92 1.82 1. 74 1.67 1. 61 1.57 1.54 1. 51 14.00' 1.50 1.50 1.49 1.48 1.47 1.47 1.46 1.45 1.44 1.44 14.50 1.43 1.42 1.42 1. 41 1.40 1.39 1.39 1.38 1.37 1. 36 15.00 1.36 1.35 1.34 1.33 1.33 1.32 1.31 1.30 1. 29 1.29 15.50 1.28 1.27 1.26 1.26 1. 25 1.24 1.23 1.22 1.22 1. 21 16.00 1.20 1.19 1. 18 1. 17 1. 16 1. 14 1. 12 1. 11 1.09 1.07 16.50 1.06 1.04 1.02 1. 01 .99 .98 .96 .95 .93 .92 17.00 .90 .87 .85 .82 .80 .78 .76 .74 .72 .69 17.50 .67 .65 .64 .62 .60 .58 .57 .55 .53 .52 18.00 I .50 .49 .48 .46 .45 .44 .42 .41 .40 .39 18.50 .39 .38 .37 .36 .36 .35 .34 .34 .33 .33 19.00 .32 .32 .31 .31 .30 .30 .30 .29 .29 .29 19.50 .28 .28 .28 .28 .27 .27 .27 .27 .26 .26 20.00 .26 .26 .25 .25 .25 .25 .25 .24 .24 .24 20.50 .24 .24 .24 .24 .24 .24 .23 .23 .23 .23 21.00 .23 .23 .23 .23 .23 .23 .23 .22 .22 .22 21.50 .22 .22 .22 .22 .22 .22 .22 .22 .22 .22 22.00 .22 .22 .22 .22 .22 .22 .22 . 21 .21 . 21 22.50 .21 .21 . 21 . 21 .21 . 21 . 21 .21 . 21 . 21 23.00 .21 .21 .21 .21 .21 . 21 . 21 .21 . 21 ."21 23.50 .20 .20 .20 .20 .20 .20 .20 .20 .20 .20 24.00 .20 ,, I SITE PLAN APPLICATION MINIMUM SUBMITTAL REQUIREMENTS / Site plan application completed in full. ..,...---$100 .00 Application Fee . .,....----$100 .00 Development Permit Application Fee. ,.........-$300.00 Public Infrastructure Inspection Fee if applicab le . (This fee is payable if construction of a public waterline, sewerline, sidewalk, street or drainage facilities is invo lved.) _c Ten (I 0) folded copies of site plan . v A copy of the attached site plan checklist with all items checked off or a brief explanation as to why they are not checked off. APPLICATI ON DATA NAME OF PROJECT University Park ADDRESS 1101 University Drive LEGAL DESCRIPTION Lot 15. Block T. University Park APPLICANT (Primary Contact for the Project): Name ____ ~S=S='RS~S=t~ev~e'--'R~o=s~s~a~n~d~F~r~ed~B~qy~l=~~s ____________________ _ Street Address _ __,4C.:.l-"-O-"S=o=u=th'--'T,'""""'e=x=as"-'A=-'-'ve~n=u~e __ _ City __ C=o=l""'le°"g...:.e-"S""'ta=t=io=n'------------ E-Mai1 Address --~N,~/A~--------State Texas ___ _ Zip Code ___ 7~78~4~0 __ _ Phone Number --'-"(9-'-7"'-'9)~8~4~6--4~6~0~1 ___ Fax Number __ __.C~9~79'-'-)~8~4~6-~8~5~96~---------- PROPERTY OWNER'S INFORMATION : Name ____ __,S=a=m""'e~a=s'--'A~b=o~v-"'e __________________________ _ Street Address _______________ City _________________ _ State Zip Code ______ E-Mail Address ____________ _ Phone Number ___________ Fax Number __________________ _ ARCHITECT OR ENGINEER'S INFORMATION: Name _____ U=r'-'b=a~n-=D~e=s~ig~n~G=r~o~u~P------------------------- Street Address ---"'9-"'0"""-9-==S=o=ut,,_,h"""w-"'e=s t_,_P~a"'-r=kw'"'"-qy~E=.'-'S=u=it=e-=E'°--City College Station State_~T,~ex~a=s ___ _ Zip Code --~7_7~8~40~---E-Mail Address dkeating@udgcs.com FaxNumber _ __.(~9~79~)~6=9-"-6_,_-9-'-7=-52=-------------Phone Number --'("'-9-'-7=--<9 )'--'6""9-"6-"-9'"'""6'""-5-=-3 __ _ OTHER CONTACTS (Please specify type of contact, i.e . project manager, potential buyer, local contact, etc): Name _____________________________________ _ Street Address ___________________ City _____________ _ State Zip Code ______ E-Mail Address ____________ _ Phone Number Fax Number ______________ _ SITE PLAN APPLICAT ION SITEAPP .DOC 3/25/99 I of2 , ,• I CURRENT ZONING C-B PRESENT USE OF PROPERTY The is currently partially developed with an existing gas distribution center. PROPOSED USE OF PROPERTY Proposed use will consist of/hree (3) buildings. all of which will be used as offices. V ARIANCE(S) REQUESTED AND REASON(S) Variance to driveway access policy, to accommodate new TxDOT access o(adjacent prop erty. #OF PARKING SPACES REQUIRED __ 11_7 __ _ D MULTI-FAMILY RESIDENTIAL Total acreage ____ _ Floodplain Acreage __ _ Housing Units ____ _ # of 1 Bedroom Units # of2 Bedroom Units # of3 Bedroom Units # of 4 Bedroom Units FOR 2 BEDROOM UNITS ONLY ___ #Bedrooms~ 132 sq.ft. ___ #Bedrooms< 132 sq.ft . #OF PARKING SPACES PROVIDED -~1~2~7 ____ _ .../ COMMERCIAL Total Acreage 3.2 19 Building Square Feet ~2~9~.3~3 __ Floodplain Acreage _ _,O'-'-. O"""O"---- The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct . ..> .s tt.t ,..J c. ~; (L __ f/k;:f,/~, 11/1{/tJo ------'------------------ SITE PLAN APPLICATION SITE .APP .DOC 3125199 Date 2 of2 DEVELOPMENT SERVICES TRANSMITIAL LEITER Name/Finn: Address : Urban Design Group 2700 Earl Rudder Frwy S. Ste 4300 College Station, Texas 77845 Date : Phone : Fax : February 13, 2001 (979) 696-9653 (979) 696-9752 We are transmitting the Following for Development Services to review and comment: (Check all that apply.): 0 Master Development Plan w/O Redlin es 0 Preliminary Plat w/O Redlines x Final Plat w/O Redlin es 0 FEMA CLOMA/CLOMP,/LOMAILOMR w/O Redlin es 0 Site Plan w/O Redlines 0 Grading Plan w/O Redlines 0 Landscape Plan w/O Redlines 0 Irrigation Plan w/0 Redlines 0 Building Construction Documents w/O Redlines INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: 0 Waterline Construction Documents 0 Sewerline Construction Documents 0 Drainage Construction Documents 0 Street Construction Documents w/O w/O w/O w/O Redlines Redlines Redlin es Redlines 0 Easement application with metes & bounds description 0 Drainage Letter or Report w/ 0 Redlines 0 Fire Flow Analysis w/ 0 Redlines Special Instructions: PROJECT: University Park Project 0 Development Permit App. 0 Conditional Use Permit 0 Rezoning Application 0 Variance Request x Other-Please Specify 10 conies revised Mylar origfilal 0 Ix.DOT Driveway Permit 0 Ix.DOT Utility Permit 0 Other -Please Specify 10 Copies of Revised Final Plat, Mylar original with owner's signature Supplemental Development Permit Information Sheet. l. Scale = 1: 11 (Feet) 1 N 18° 25' 22" W 36.16 2 s 68° 55' 33" w 32.03 3 S 18° 25' 22" E 36 .16 4 N 68° 55' 33" E 32.03 3 4 J STAFF REPORT Prepared by: Ted Mayo Date: February 7, 2001 Item: Discussion, and possible action on a Final Plat (Replat) for the University Park Sec. II Subdivision Block T, Lot 15 (3.219 acres) (FP) located at 1101 University Drive East. (01-23) Applicant: Urban Design Group Staff Recommendations: Staff recommends approval of the final plat as submitted with the condition that proof of the off-site waterline easement on Lot 10, Block U, University Park Section II is substantiated. Item Summary: The applicant is requesting this replat into two lots (Lot 15A, 3.219 acres; and Lot 15B, 0.172 acres) in order to prepare the property for office development. Because a 7500 sq. ft. (0.172 acre) TXU gas distribution and transmission facility presents challenges to the lot's development, multiple buildings are being proposed for the site. On January 11, 2001 the City Council approved rezoning of this property from R-4 Apartment Low Density to A-P Administrative Professional. This replat includes the relocation of an existing gas line on the south side of the TXU facility and the addition of a private access easement from Lot 10, Block U to the north side of the TXU facility. This replat meets all technical requirements. Comprehensive Plan Considerations: The subject property is located in the OV Corridor Overlay District and is shown on the Land Use Plan as Regional Retail. The Thoroughfare Plan designates University Drive as a major arterial. Item Background: On October 19, 2000 the Project Review Committee considered a Driveway Variance for this development. The ruling was to allow a second shared access driveway into Lot 10, Block U subject to an adjacent existing driveway to the west being closed. Commission Action Options: The Commission has final authority over the final plat. The options regarding the final plat are: • Approval with conditions; • Approval as submitted; • Denial; • Defer action only at applicant's request; or, • Table only at applicant's request. Supporting Materials: 1. Location Map 2. Application 3. Infrastructure and Facilities 4. Copy of Final Plat 5. PRC Minutes INFRASTRUCTURE AND FACILITIES Water: Service will be extended from an existing 12" line on the north side of University Drive and a 6" waterline running north-south thru Lot 10, Block U. Sewer: Adequate sewer service is provided to the site by an existing 8" line at the northeast corner of the property. Streets: No Public streets , only the driveways off of University Drive Off-site Easements: Approximate 32'x36' waterline easement is required across Lot 10, Block U. Drainage: Site Plan will have to meet the Drainage Ordinance . Flood Plain: None on this property. NOTIFICATION: None required ~JJ]B Urban Design Group Natalie Ruiz or Bridgette George Development Coordinator Department of Development Services City of College Station PO Box 9960 College Station, Texas 77842-9960 February 8, 2001 Re: University Park Section II , Block T , Lot 15 Dear Bridgette , Attached please find final plans revised per staff comments# 3 , received February 2"d via fax . We have addressed the two comments as requested. The owner of the project would like to start the site work as soon as possible . Would it be possible for us to obtain a development permit for the project excluding work in the right of way , since TxDOT has not issued a permit? cc : Steve Ros s, Fred Bayliss C :\r ui z5 .doc Sincerely , ~~ URBAN DESIGN GROUP Deborah L. Keating , P.E., Partner P o s t 0 ff i c e B o x 1 0 1 5 3 • C o 11 e g e S t a t i o n, T e x a s 7 7 8 4 2 • 4 0 9 • 6 9 6 • 9 6 5 3 • COLLEGE STATION P. 0 . Box 9960 February 1, 2001 Texas Department of Transportation ATTN: Catherine Hejl, P.E. 2102 Tabor Road Bryan, Texas 77803 RE: Driveway Permit for University Park on FM 60 westbound west of Spring Loop Dear Ms. Hejl : 1101 Texa s Avenu e Tet. 409 764 3500 College Station , TX 77842 Please find enclosed three copies of the driveway permits for the above referenced project. The applicant is proposing two access points from his development onto the state R.O.W . One is in line with a proposed median opening (our reference per your Preliminary Design Schematic file , ... \050601 \069\gpktp\schematis.dgn, dtd. March 31, 2000). The other is just east of this, which will be a slight relocation of the existing TXU access point for their utility station on Rassco Holdings. Included with this letter are three copies of the applicant's site plan and a set of construction plans. Also attached are the minutes from our Project Review Committee meeting in reference to these proposed driveways. Originally they wanted 3 drives, but the Committee has limited them to 2 drives. The east drive has a 30 foot radius, the west drive has a 24 foot radius. Please return two signed copies of the permit for our distribution. Please make us aware if there are any concerns with their proposed drainage intentions. The plans have received preliminary approval by the city pending your review. Please review at your earliest convenience and if you have any questions feel free to contact me at 979-764-3570 SincJ'ely, 1 J; / / . ---rl~#'J j/ ~ 1r/tu . Thomas V. Vennochi Jr. Graduate Engineer xc: Natalie Ruiz, Development Coordinator TxDOT Utility Permit File encl. Form 1058 (3) Set of Construction Plans (1) PRC Meeting minutes o :\group\dev _ serv\txdot\UnivPark.doc Home of Texas A&M University PROJECT REVIEW COMMITTEE (PRC) MEETING October 19, 2000 TO: FROM : Debbie Keating, Urban Design Group, Via fax 696-9752 Fred Bayliss, Via fax 846-8569 PRC Review Subcommittee: Karl Mooney, P&Z Commissioner Ray Harris, P&Z Commissioner Carolyn Williams, P&Z Commissioner Staff Attending: Natalie Ruiz, Development Review Manager Ted Mayo, Assistant City Engineer Tammy Macik, Secretary SUBJECT: Driveway Variance for property located at University Park, Section II - The proposal of a driveway variance for a planned commercial development on the north side of University Drive west of the intersection of University Drive and Spring Loop. The PRC held a meeting on Wednesday, October 11, 2000 to review the above- mentioned project. Assistant City Engineer Ted Mayo opened the discussion and said that the staff denied the request for the driveway variance because University Drive is a major arterial. Mr. Mayo stated that another reason for denial is the nature of University Drive and the fact traffic is increasing. Mr. Mayo said that TXdot is planning to widen University Drive to include raised medians. The west driveway would be located in a proposed median cut by TXdot which means the additional access would only be right turn in and right turn out which is adjacent to Holiday Inn Express. Under any conditions of opening or closing the curb cuts and driveways farthest to the east and west, the center driveway is one the Board agree to be one of the access points. Applicant Debbie Keating stated that they needed the driveway for the safety of their customers. Commissioner Harris motioned to grant a total of 2 access points for both the subject property and the adjacent property to the west contingent upon one of the 3 driveways shown on the plan being closed. Commissioner Williams seconded and the motion passed 3-0. ( Pmject Name j;{,, .~ fa, J Review Date: I I/ 28 ~~/~~~~~~~~~~ Drainage Reports Location Primary drainage system identified Surrounding developments shown Local streets, drainage systems shown ""'-nescription ""-. "€1 Acreage of project ""'-'[] Land cover described "-.... ~ Primary/secondary systems within property shown ~ General description \. Drainage Basins ---Reviewer: V '\. \{] References to FIRMs if applicable . . ' -~ Secondary system flow patterns and impact of development on existing system "ID Proposed pathways to Primary system shown or described p Design Criteria yJ_ t;' ~ Q Any deviation from standards being requested? ~ ~ s Discussion of site constraints and capacities (streets, existing structures, etc.) t."1"'f Discussion of any applicable previous drainage studies and how this plan will affect it 1 B /' ~n 7X1Jo/ I~ \. Hydrologic Criteria "iJ Rainfall/runoff calculation method described and calculations provided j/ 6 b 1 "-... 0 Detention discharge I storage calculation method I calculations f <n-.o/ J~--f ' \ ~ Storm recurrence intervals used "\0 Discussion of other drainage facility design criteria used if not referenced in Standards Hydaulic Criteria Identify capacity of systems used Specify velocities at critical points in system Identify detention I retention outlet and routing Discussion of other drainage facility design criteria used not referenced in Standards Drainage Facility Design Discuss drainage patterns I flows (pre vs. post) Are they draining water onto another property owner? -if so, is it where the water flowed before? and is it not more than what flowed there before? and no faster than it flowed before? Discuss erosion control measures employed Discuss detention pond design (sideslope, low flow channels, outlet works, freeboard, emergency spillway) Discuss maintenance access and responsibilities \ Conclusions '\. ~ Verify compliance with DPDS (signed and sealed certification) 1iJ Explain effectiveness of improvements with regard to controlling discharges of 5 -l 00 year storm by a) Detaining b) Accommodating runoff in existing I proposed easements or ROW discharging into primary system c) Combination of a & b 9ofl2 Project Name: ___________ _ Review Date: ___________ _ Reviewer: -------------- Drainage Reports(cont.) Appendices References (all criteria and technical infonnation used) Hydrologic computations Land use assumptions for adjacent property Minor/major storm runoff at specific points """ID .fiistDric/fully developed runoff specific points E Hydrographs at critical points 0 Hydraulic computations 0 Culvert capacities (headwater and tailwater assumptions) Storm sewer capacities f ...Q..~ ..-\'XD~ Street capacities Storm inlet capacities (inlet control rating) Open channel design Detention area I volume capacity I outlet capacity Attached Drawings Location map with drainage patterns Floodplain map if any Drainage plan with topo (existing and proposed with arrows if needed) 0 Details of outlet structures o:\dcve _ IC[\forms\cngr\chklst.doc 3/lS/99 10 ofl2 FIRE FLOW CALCULATIONS University Park Project Urban Design Group Project No . 00-364 Project Description: Office Development (three separate one story buildings). Two northern buildings (18 ,080 total square feet) to be served by a new fire hydrant near the building . The nearest existing hydrant is Fire Hydrant No. B-27 , located west of the building off an existing 6" waterline . Recent flow tests were performed on this hydrant by COCS on 10/03/00 (results attached). Where: QR = Flow available at desired residual pressure QF = Flow during test hR = Pressure drop to desired residual pressure hF = Pressure drop during test (70.78 psi)/(2 .31 ft)= 30 .64 ft of head Head loss along 6 " = (4 .512 '/100 ')(305 ') = 13.76' head loss Ignoring minor losses , 30.64 ' -13.76 ' = 16 .87' = 38 .99 psi > 20 psi required Third Building of Project: The third building (1 , ·5U'sf) to the south is to be served by existing Fire Hydrant B-28 . Using a 2500 gpm -ire demand for this structure, and using information from an old flow tesL a isting Fire Hydrant B- 28 (also attached), QR = (2965)(70°·54)/(60°·54) = 3 ,222 GPM Therefore , at fire hydrant B-28 , 3222 GPM is available at 20 psi. OR , a 2500 GPM demand at the hydrant results in a 46.3 psi residual pressure. C :\00 -364\Firefl ows.doc t : _i5 ; e . ~ :5 == r:~ .iS : ~ I !I 1~ I . - 1---:~ .... ... ... .. ·--.. • • ! . l ~ 64 ~ IUt le: . ----r--. -... ---......... . ......... Flow 661 pa~ psi ......... .. -..... -I I I ~ i: ::i = = J:I --.m The SFPC and NFiPA 24 Standard for tht Installa tion of'.J>rivau: Fru Serviu Mairu and Their Appurunanc~ States that the fire flow tor a bUilding Is to be de<oonlned by the fire official. First what is fire flow'? This Is the e~timated amount ot w3t01 ~ulred to . extinguish a fully lnvol11ed complex . This amount ot water bl expr~ In gaJtoos per rnlru.Jte . TM Insurance Se Mee omce has cl~ tne foftowing formula to assist In calculating the tire nO<H: Fire Mow • 1 BC(A}'os I ~ L {ft)"> Where: c-Coottident related to the type ol conscructfbn ·. 1.5 for wood frame constructiOn · -:·. , .. · 1.0 for ordinary COtlStttJCtlon · . ~: r;.:• .... · :' 0.9 fOi' heavy :timbar type constnJCtlOn '·· a.a for~ construction ·· ··• . o.e tor fife.ratsttve construction , : · · .: · . · ::n:· ·· A:.-i:. ?:mle'tota1 ·11oor.:~~i {lndOOng 'illl stO<les, ~ BXdidng ba58ni8otS). ~ Nottr.~~Ecii fire resbtivtrconstructior{With tin eciad ~ . . . -... -. . .· ; . . pC"Ol - . openings. consldO(tN she largest auce~ noot aieas. . If vertJcaJ '':~':· '-:;;; ;:: ,,,·Operilrigs .arel)rote<::ted;. coOslder the thrOO ~ successtVt(noor ·~~r.:~~ ~-~·~,~ ;~-~. ·-...... · ~~.·.~·t:T.·i::..';:...1J...' :~~.:~~·;····.-:-.~. ::;. ;· .-:.·:<:.·. ·-_ ~: .. ~ ~>··-;-. ··'!· ;,;~ ! ..... .: ••• •••• ,:.~.-.:·.= ::-(1~ .. --j to 51 f,: '-.i •. J . : .~.1n.:.i..~t.s,) .r. • .,.,.rrh·'"'·:"' ., ... · ,.. . , ·;·-·, ~ -, ··; ._ :;.;. · ,.-. ·.-·:.;~::::.::.::~~:; .. · .·. -~-.. :. ·:·~·~ .. -···;:·· .. ·.··· ~~\~: ... ·: -:.:.:. '-·,:·-.. :.:.-·.;:"}....:; .. , I' .... · .. ·, .. .JB.(.Q.4.t_g.?~2 ... ~.~~~l.· ~~-,.~?9 . T~J. .. ~·t,R .T: ··:--, -:~:; ···~ .. ~P}.~~~: .. ~T~J:.l:PN .ru~JH!.~~-t:'.-"' L .?.'·:··::-_"·" .· '. _ .. ,. ·::-'..-.'._.-' ·-r :: : "".: ::. " '· ~,. . . -. ,, . ". ".:·-" ,--....... Date I Test made 9Y : Location: ; ' l Purpose of tpst : Representa~e : . ' Flow. Test Report i w.tness: 1 TY\. Cf\rS-Oi\' Flow hydran{ number:_B-=----=-~-1-=--.. __ Nozzle siz.e~:;_..,.=Q._:_So~-~ 1oq< Pitot readbi d: _/~O=-·-___ G.P.M. : \ Static hydra¥ number_..: ...... 8...;;;..--~---- Static: l ~O. P.S.I. -~~idual: / 8 P.S.I. Remarks : -;-:..(--')-'-r-~--H~~ -=J ...:.-< .:.2.P. ~" 4.:..--!.-;.!..!n___.b..u.ew~~k~J..:.i Y'_;_,,i.-h~Mt.!.:f d::.:.:e~d ____ _ ... i l i ) I ! I ~ ~ i ' I ! ; \ ; j / ! i ! I .. ! .. ! l . I . ~ l ... >. t.1 , ... . ·1·_~·: .. .. " - ·:; 'I -~~;~ .. :~~::::.~~. ·: "·· .: .. ~ .. .-'' '':~:_·-:'·::-' .~:·.:·.:-·-·· ·: .. ~ ·._ -.··..;. . ·.: ... .:\:.. ' ..... i ' ·, ~ ,' . · .. ,_ .. _ · .. ~· •' .-· ---srzE STATI\Ja,r' FLOW RESI ou~I ,,. HYDRANT OIITL'f'.T' (:l 'M ·MAIN co .s OCATION NtmBER PRESS. PRESS. PRESS SIZE FL0WET) ,J .. ·-8 REEK.SIDE (SOUI'H) B-2'0 4~ 95 48 3750 30 c c REEKS IDE (NORTH) i3-22 4~ 100 40 3423 30 8 UN IVERSITY AT. K-BOB' S B-1~ 4~ 90 48 3750 35 8 ·-----· 1 000 WIVE RSI TY B-24 4~ 85 52 3903 40 12 021 UN!VERSITY (REAR) B-27 4~ 85 20 2420 20 12 CENT RAL TECH OFFICE B-26 4~ 85 18 2297 10 6 / CE wNTRAL TECH OFFICE (N. CORNER) B-25 4~ 80 22 2239 20 6 0 NE LIN o::rrn PLACE (ENT RAN ct) C-56 4~ 90 40 3423 35 12 ON E UN CLON PLACE (REAR) C-57 4~ 90 26 2760 25 8 ON E LIN COLN PLACE CREAR.) C-45 4J.s 90 30 2965 32 8 ~ -1 100 BU<.. OF UNIVEF.sITY B-28 4~ 90 30 2965 30 12 l 00' WEST OF SPRING LOOP B-29 4~ 95 50 3828 45 12 2 SO' EAST OF SPRING LOOP B-30 4~ 95 54 3978 50 12 -----· UN I~RSITY & FOREST DR. (FLUSH) C-54 4~. 95 35 3202 40 6 --··-, FOREST DR,. (MIDDLE) C-53 4J.s 85 20 2421 25 6 -'£._ INN Kr CllI.MMNEY HILL (NORTH) B-23 4~ 90 30 2965 20 8 };:_ ,_, i INN AT. O:l!Ml'NEY HILL (SOUI'H) B-21 4J.s 90 36 3248 30 8 .. -.. __ ··-· University Park PROBABLE COST ESTIMATE (Public Improvements Only) PUBLIC IMPROVEMENTS 1 ir n 2 Reinforced Concrete Handica EA 3 6" Reinforced Concrete Pavin SY 4 Reinforced Concrete Curb & Gutter LF 5 12"X6" MJ Ta in Sleeve & Valve EA 6 6"X6" MJ Tap in Sleeve & Valve EA 7 18" RCP Storm Sewer LF 8 6" MJ Plu EA 9 6" 45• MJ WYE w/ thrust block i n EA 10 6" 45• MJ Bend w/ thrust blockin EA 11 6" MJ Gate Valve W/ Box EA ' .0 $2,500.00 4 $500.00 $2 ,000.00 185 $45.00 $8,325.00 155 $20.00 $3,100.00 1 $2 ,500 .00 $2 ,500.00 1 $2 ,000.00 $2,000.00 13 $40.00 $520.00 2 $500.00 $1 ,000.00 1 $400.00 $400.00 1 $400.00 $400.00 3 $600.00 $1 ,800.00 12 6" PVC C900,CL200 Waterline Structural Fill LF 415 $60.00 $24,900.00 13 Reinforced Concrete Junction Box EA 1 $3,000.00 $3,000.00 14 1 1/2" Water Meter EA 3 $4,000.00 $12,000.00 //. 27. oe::> ESTIMATED CONSTRUCT ION COS T Contingency (153) TOTAL CONSTRUCTION COST NOTES CONCERNING OPINIONS OF PROBABLE CONSTRUCTION COST Urban Design Group's (UDG) opinions of probable construction cost provided for herein are made $16,565.00 $2 ,484.75 $19,049.75 on the basis of our experience and qualifications and represent our best judgment as an experienced and qualified professional engineering firm generally familiar with the construction industry and applicable development regulations. However, since UDG has not obtained approval from the appropriate jurisdiction and UDG has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor's methods of determining prices , or over competitive bidding or market conditions, UDG cannot and does not guarantee that proposals, bids or actual construction cost will not vary from opinions of probable construction cost prepared by UDG. 1 '\ .'..., r , . J DEVELOPMENT SERVICES TRANSMITTAL LETTER Name/Firm: Address : Urban Design Group 909 Southwest Parkway East, Suite E College Station, Texas 77840 Date: November 27, 2000 Phone: ( 409) 696-9653 Fax: (409) 696-9752 We are transmitting the Following for Development Services to review and comment: (Check all that apply.): D Master Development Plan w/D Redlines ./ Development Permit App. D Preliminary Plat w/D Red lines D Conditional Use Permit D Final Plat w/O Redlines D Rezoning Application D FEMA CLOMA/CLOMP,/LOMA/LOMR w/D Redlines D Variance Request ./ Site Plan w/D Redlines ./ Other-Please Specify ./ Grading Plan w/O Redlines Cost Estimate ./ Landscape Plan w/O Redlines D Irrigation Plan w/D Red lines D Building Construction Documents w/D Redlines INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: D Waterline Construction Documents w/ D Redlines D Sewerline Construction Documents w/ D Redlines ./ Tx.DOT Driveway Permit 0 Tx.DOT Utility Permit D Drainage Construction Documents w/ D Redlines D Other -Please Specify D Street Construction Documents w/ D Redlines D Easement application with metes & bounds description ./ Drainage Letter or Report w/ D Redlines ./ Fire Flow Analysis w/ D Redlines Special Instructions : PROJECT: University Park Project NATALIE/BRIDGET -Attached please find a submittal for the University Park Project. If the staff needs anything or would like to meet to discuss. please us know . Thanks . Travis Scott. TRANSMIT AL LETTER TRANSMIT .DOC 03/23/99 ' I ,, '• u' I' t -'• FOR OFF I C E ,U~NL Y CASE NO d .Jlfa- DAT E SUBM ITTED : ( Al\ L , u SITE PLAN APPL !CATION MINI MUM SUBM ITTAL REQ UIH.EMENTS ~S i te p lan app licat ion comp leted in ful l. _ $100.00 App lica tion Fee. ~$I 00.00 Deve lo pm e nt Permit Application Fe e. _· $300.00 Public Infrastructure Inspection F ee if applicable . (Tl iis fee is payable if construction of a pub! ic waterlin e , se we rl in e, s idewalk , street or d ra in age fac iliti es is involved.) ~Te n (I 0) fo ld ed copies of s ite plan. :/ A copy of th e artac hed s ite p lan c heck li st with a ll ite m s check ed off or a br ief explanation as to wh y th ey are not checked off. APP LT CATION D ATA NAME OF PROJECT Universi Park ADDRESS J J 0 J University Drive LEGAL DESCRJPTION Lot J 5 Block T Universitv Park APPLI CANT (Primary Contact fo r th e Project): Name ----~S=S~R=S-=S~te'-v~e~R~o=s=s~a~n=d~F-'-r~ed~=B=av-'-'l~is=s- Street Address __ 4_/_0_S~o_u_th_T,_ex_a~s_A_v_e_n_u_e __ _ City College Stati on State Texas ___ _ Z ip Code --~77~8~4=-0-E-Ma il Address NIA Phon e Number ---"-'{f)-'"7""""9_,_l =8-'-4 6=---'"4=6""-0 ,_! ___ Fax Nu m be r {f)79l 846-8596 PROPERTY OWNER'S INFORMATION : Nam e _____ ~S_m_n~e_a~s _A~b~o_v_e _______ _ City Street Address --------------- St ate --------Zip Code ____ _ E -Ma il Address Ph one N u mber Fa x N um b e r ----------- ARCH ITECT OR ENG INEER'S INFORMA TfON: Name _____ _,,U"-r=b=m"-1 =D-=e=s1'""'.g"""'n-'G""'1""°'-0'"""11=p _____ _ St re e t Ad dress 909 Soulhwesl Parkwav £. Suit e E C ity Co ll eg e Stat ion State Texas Z ip Code --~7~7~8-'-4 O=---E-Mail Add ress dkeating (ii).udgcs . co m Phone um be r -~(9~7-'"9~)~6~9~6~-9-'6~5~3 __ _ Fax 1umbe r {f)79l 696-9752 OTHER CONTACTS (Pl ease s pec ify type of contact , i.e . proj e ct ma nage r, potential buye r, loca l contact, etc): Name _________________ _ Stree t Addre ss _____________ _ ______ C ity E-Mai l Addre ss -Sta te Z ip Code -----·- P hon e N umber ____________ _ SIT E l'LAN APPLICATIO N SITEAPP.DOC 3/25/99 Fax Number -- -- I of2 .-- (& ~URREN T ZONING C-8 PRES EN T US E OF PROPERTY Th e is curr en tlv partiall v developed with an ex is ting gas dis tribution center. PROPOSED USE OF PROP ERTY Pr oposed use will co ns ist o(lhree (3 ) bu il d in gs. all of which w ill be us ed as offices. V ARJANCE(S) REQUESTED AND REASON(S) Var iance to driveway access po li cv. to accommodate new Tx DOT access of adjacent propertv. #OF PARK ING SPACES REQUIRED -~11_7 __ _ #OF PARKIN G SPAC ES PROVIDED --~/2~7 ____ _ 0 MUL TI-F AMILY RESID ENT IAL Tota l acreage _____ _ F loodp la in Acreage __ _ Hou sin g Units _____ _ # of I Bedroom Unit s # of2 Bedroom Unit s #of 3 Bedroom Units #of 4 Bedroom Units FOR 2 BEDROOM UNITS ONLY ___ #Bedrooms ;::: 13 2 sq .ft. ___ #Bedrooms < 13 2 sq .ft. ,/ COMME RC IAL Tot a l Acreage 3.2 19 Building Squa re Feet __,2°""'9-".3"-'3~- Floodp la in Acr eage -~O~.O~O~-- Th e applicant has prepared th is app licat ion and cert ifies that th e facts stated h erein an d ex hib its attached hereto are tr ue and correct. 5 .f ,t ",)t' r:· c ' ,4 _, • ; ') , t I ;:; / c / ·' ; • ' I "' . U ; •' r ~ ~ .• j /'L-t.; .; 'J . IS ,J 1 ' [ ' .' t' I v,:) -----~------------------· s i g I rn tu re of Own er, Agent or Applicant Date SITE PLAN APPLICATION SITE APP .DO C 3125199 2 o f2 SUPPLEMENT AL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific waterway alterations : Constru ction of site improvements for thre e (3) office buildings including onsite storm s ew er and detention pond. ACKNOWLEDGMENTS: I ,_~ ____ bL""'""'"---af;__.,""""'~---' design engineer/owner, hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards. As a condition of approval of this permit application, I agree to construct the improvements proposed in this application according to se docu ents and requirements of Chapter 13 of the College Station City Code. llJ·. c Contractor CERTIFICATIONS: (for proposed alterations within designated flood hazard areas .) A . I, , certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm . Engineer Date B. I, , certify that the finished floor elevation of the lowest floor , including any basement of any residential structure, proposed as part of this application is at or above the base flood elevation established in the Latest Federal Insurance Administration Flood Hazard Study and maps, as amended. Engineer Date C. I , , certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of floodways and offloodway fringes . Engineer Date D. I, , do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study . Engineer Date Conditions or comments as part of approval : In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction , erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply . SITE PLAN APPLICATION SITEAPP .DOC 03 /25 /99 1 of I Permit to Construct Access Driveway Facilities on Highway Right of Way Fonn 1058 (Rev. 12-96) Previous versions are obsolete. To: Hwy. Control ' Permit No. Section The Texas Department of Transportation, hereinafter called the State, hereby authorizes , hereinafter called the Grantee, to (re) construct an access driveway on the highway right of way abutting highway no. in County, located ______________________ _ Subject to the following: 1. The Grantee is responsible for all costs associated with the construction of this access driveway. 2. Design of facilities shall be as follows and/or as shown on sketch: One drive into property (30~ wide) One drive on adjacent property (28' wide) All construction and materials shall be subject to inspection and approved by the State. 3. Maintenance of facilities constructed hereunder shall be the responsibility of the Grantee, and the State reserves the right to require any changes, maintenance, or repairs as may be necessary to provide protection of life or property on or adjacent to the highway. Changes in design will be made only with approval of the State. 4. The Grantee shall hold harmless the State and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of this permit. 5. Except for regulatory and guide signs at county roads and city streets , the Grantee shall not erect any sign on or extending over any portion of the highway right of way, and vehicle service fixtures such as service pumps, vendor stands, or tanks shall be located at least 3.6 meters (12 feet) from the right-of-way line to ensure that any vehicle services from these fixtures will be off the highway. 6. This permit will become null and void if the above-referenced driveway facilities are not constructed within six (6) months from the issuance date of this permit. 7. The Grantee will contact the State's representative , telephone ( ) at least twenty-four (24) hours prior to beginning the work authorized by this permit. Texas Department of Transportation Date of Issuance District Engineer The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction of an access driveway on the highway right-of-way. )t/L.I,' c:.... Signed : _t_i,~; ____ {l _______ _ Dat e: __ li_'l_/_i_t_/_o_~ _______ _ City of College Station Public Utilities Department Electrical Division P.O. Box 9960 College Station, TX 77842 409/764-3452 FAX Contacts: Tony Michalsky, Operations Coordinator, 409-764-3438 RE: ELECTRICAL SERVICE REQUEST We the undersigned of hereby request electric service for: Business name _ __::S._,.S=R=s'-------------------- Location. __ C_o_l_l.;...;e'-g""""e:;........::Sc....:t=-=a:...::t=i:..:::o=n,,...,----=-T"""e ..... x ..... a...._s ______________ _ Owner's name f'c 1,'I] ~ I Steven Ross Billing address ___ 4_l_O_T_e_x_a""'s"--'A"'"v'"""'e"""n=u=e"----------------- College Station, Texas 77840 Phone number ( 9 7 9 ) 8 4 6 - 4 2 4 2 ____ .;__ ____________________ ~ Fax number ___ -'-'919) 8 4 6 - 8 5 9 6 Estimated Date C<:mstruction begins _________________ _ Estimated Construction completion date ___ ~_-'M"---' &A.._A/2___.;;.r __ Z_oo_ ..... 1 _____ _ Anticipated date permanent service required ______________ _ We further understan~ that we are to pay the City of College Station 20% (plus sales tax) of the total estimated cost of electric service installation and furnish either "blanket" or "as-built" easement before any work will be done by the City. THIS IS NOT A REQUEST FOR METER INSTALLATION. Thank you, ~~IL/, '/j ~lt • / /A ,((__ Ownlr (Letter must be signed) MAIL OR FAX TO ABOVE ADDRESS n2 f l9 /0l 17: 09 FAX 97984""'6~8;..;:8'""9..;;;.0_=---__ UNIVERSITY TILE I UNIVERSITY "' TITLE COMPANY FAX: (979) 268-3080 FROM: UNIVERSITY TITLE COMPANY TELECOPY TRANSMITTAL PAGE TOTAL NUMBER OF PAGES (Including transmittal page) ----~-~---Date: c2-f ~di IF YOU DO NOT RECEIVE ALL OF THE PAGES, OR IF YOU HA VE ANY QUESTIONS PLEASE CALL (979) 260-9818. '!'. SENT BY :~d:~liiil~:·_._:,· __ Confidentiality Notice: The information contained in this facsimile transmission is privileged and confidential, and is intended only for the use of the individual and/or entity named above. If the reader or receiver of this message is not the intended recipient, you are hereby notified that any dissemination, distribution, or copy of this telecopy is strictly prohibited. If you have received this telecopy in error, please immediately notify University Title Company,by telephone (979) 260-9818 and return the original message to us at P.O. Drawer DT, College Station, TX 77841-5079, via United States Postal Service. Thank You. Celia Goode, President 1021 University Drive East Post Offficc Drawer DT College Station, Tcx.a.5 77841-5079 ~-•--L ---· tt'\..,n\ ..,£n no10 c---· tn"7a\ "lt:O _~ncan ~001 ~~o~:,19 /01 16 :13 FAX 9798468890 UN I VE RS I TY TILE GF Number: 00010134 Effective Date: February 5, 2001 STATE OF TEXAS COUNTY OF BRAZOS ABSTRACTOR'S CERTIFICATE TIIlS IS TO CERTIFY: That we have examined the records of the County Clerk of Brazos County, Texas as they are reflected in the geographically indexed title plant of University Title Company as to the following property, to-wit: Lots Seven (7), Eight (8) and Nine (9), Block "U", University Park Section Il, City of College Station, according to plat thereof recorded in Volume 538, Page 721 of the Deed Records of Brazos County, Texas. and that our records reflect that the last conveyance of title on said property to be in the name of ROSSCO HOLDINGS INCORPORATED, a California corporation, by Warranty Deed dated October 16, 1990 , executed by RPM Investments, Inc., a California corporation, recorded in Volume 1216 , Page 37, Official Records of Brazos County, Texas . This certificate is issued with the express understanding, evidenced by the acceptance of same that the undersigned does not undertake to give or express any opinion as to the validity of the title to the property above, but is simply reporting briefly herein as to the instrument listed above found of record pertaining to said property, and it is expressly understood and agreed that this Certificate is neither a guaranty nor warranty of the title. By acceptance of this Certificate it is understood that the liabil ity of the issuer hereof is expressly limited to the actual monetary consideration paid for same . We have not made any examination as to property taxes, tax suits, special assessments or conflicts . University Title Company ~002 r , .. ' METES AND BOUNDS DESCRIPfION OFA 1157 SQUARE FOOT UTILITY EASEMENT PORTION OF LOT 10, BLOCK U UNIVERSITY PARK, SECTION II SUBDIVISION COLL'EGE STATION, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF A UTILITY EASEMENT LYING AND BEING SITUATED IN COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID UTILITY EASEMENT BEING A PORTION OF LOT 10, BLOCK U, UNIVERSITY PARK, SECTION 11 SUBDIVISION, ACCORDING TO THE PLAT RECORDED IN VOLUME 705, PAGE 615 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 5/8 INCH IRON ROD SET ON THE NORTHWEST LINE OF UNIVERSITY DRIVE MARKING THE EAST CORNER OF SAID LOT 10 AND THE SOUTH CORNER OF LOT 15, BLOCK T, UNIVERSITY PARK, SECTION II SUBDIVISION, ACCORDING TO THE PLAT RECORDED IN VOLUME 523, PAGE 439 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 5/8 INCH IRON ROD FOUND MARKING THE EAST CORNER OF SAID LOT 15 BEARS: N 68° 55' 33" E FOR A DISTANCE OF 275.27 FEET; THENCE: N 18° 25' 22" W ALONG THE COMMON LINE OF SAID LOT 10 AND LOT 15 FOR A DISTANCE OF 227.12 FEET TO A POINT MARKING THE POINT OF BEGINNING OF THIS HEREIN DESCRIBED EASEMENT; THENCE: N 18° 25' 22" W CONTINUING ALONG THE COMMON LINE OF SAID LOT 10 AND LOT 15 FOR A DISTANCE OF 36.16 FEET TO A POINT MARKING THE NORTH CORNER OF SAID LOT 10 AND THE EAST CORNER OF LOT 9, BLOCK U (523/439); THENCE: S 68 ° 55' 33" W ALONG THE COMMON LINE OF SAID LOT 10 AND LOT 9 FOR A DISTANCE OF 32.03 FEET TO A POINT ON THE NORTHEAST LINE OF AN EXISTING 15.00 FOOT WIDE WATER LINE EASEMENT; THENCE: S 18 ° 25' 22" E THROUGH SAID LOT 10 AND ALONG THE NORTHEAST LINE OF SAID WATER LINE EASEMENT FOR A DISTANCE OF 36.16 FEET TO A POINT MARKING THE SOUTH CORNER OF THIS HEREIN DESCRIBED EASEMENT; THENCE: N 68° 55' 33" E CONTINUING THROUGH SAID LOT 10 FOR A DISTANCE OF 32.03 FEET TO THE POINT OF BEGINNING CONTAINING 1157 SQUARE FEET OF LAND , MORE OR LESS. FOR MORE DESCRIPTIVE INFORMATION SEE PLAT PREPARED FEBRUARY, 2001. BEARING SYSTEM SHOWN HEREIN IS BASED ON THE PLAT CALL BEARINGS OF UNIVERSITY PARK, SECTION II SUBDIVISION , 523/439 AND 705 /615. BRAD KERR REGISTERED PROFESSIONAL LAND SURVEYOR No. 4502 D:\ WORK\MAB \O 1-0 I 75A.MAB UNIVERSITY PARK JOB # 00 -364 Drainage Report UNIVERSITY PARK Drainage Report Prepared By : Urban Design Group Crystal Park Plaza 2700 Earl Rudder Frwy S , Ste 4300 College Station , Texas 77845 (979) 696-9653 ph (979) 696-9752 fax www.udg .com Prepared for : SSRS Steven Ross Fred Bayliss 410 South Texas Avenue College Station , Texas 77840 (979) 846-4242 November 2000 page I UNIVERSITY PARK Drainage Report TABLE OF CONTENTS I. Certification II. General Location and Description Ill. Drainage Basins IV. Drainage Design Criteria V. Drainage Facility Design Figure 1. Figure 2. Figure 3. Figure 4. JOB # 00-364 Location Map Overall Drainage Area Map Existing Drainage Patterns Developed Drainage Patterns page 2 UNIVERSITY PARK Drainage Report page 3 I. CERTIFICATION I hereby certify that this report for the drainage des ign of improvements for University Park, was prepared by me in accordance with the provisions of the City of College Station Dra inage Policy and Design Standards , fo r the owners thereof. II . '21-oo Reg istered Professional Engineer State of Texas No . 68243 JOB # 00 -364 UNIVERSITY PARK Drainage Report page 4 II. GENERAL LOCATION AND DESCRIPTION A. Location Primary drainage system identified This development lies within the Burton Creek drainage system . The location of the project is shown on the map included in this report . Surrounding developments shown Surrounding developments include University Drive to the South, Holiday Inn Express to the East , Spring Heights apartments to the North, and an office building to the West. This development is located within the University Drive Overlay District. Local streets, drainage systems shown Existing drainage systems include an exist ing 18 " storm sewer to the Southeast along University Drive . Widening of University Drive by TxDot is planned for construction in the near future , i ncluding drainage improvements with a 24 " storm sewer. The site is located near the top of a hi ll with a small amount of offsite flow coming from the Southeast corner of the adjacent undeveloped lot. Our plans reflect the future improvements on University Drive by TxDot. 8. Description of Property Acreage of project The acreage of the site is 3.218 acres . Land cover described The site is currently partially developed with an existing gas distribution center . The existing land cover surround i ng the distribut ion center is grassland with a few large trees . Primary/secondary systems within property shown No primary or secondary systems are currently on the subject tract. The project will include a detention pond , underground storm sewer from the parking lots to the detention pond , and underground storm sewer from the pond enter ing the proposed (secondary) TxDot storm sewer . However, there is an existing 18 " (to be improved to a 24 " by TxDot) storm sewer (secondary system) at the Southeast corner of the site . Genera l description The project consists of 3 office buildings with associated parking , utility , and drainage improvements . JOB # 00-364 UNIVERSITY PARK Drainage Report page s Ill. DRAINAGE BASINS AND SUB-BASINS A. Drainage Basins References to FIRMS if applicable The subject tract is located in FIRM# 48041 C0142C , but is not located within the limits of the 100 year floodplain as determined by FEMA. Secondary system flow patterns and impact of development on existing system Because the project is proposing onsite detention , no increase in runoff is expected to the adjacent downstream system or properties . Proposed pathways to Primary system shown or described The proposed pathway to the primary system (tributary to Burton Creek) is via proposed onsite storm sewer and public rights of way. IV. DRAINAGE DESIGN CRITERIA Any deviation from standards being requested? We are not aware of any deviations from the requirements in the DPDS . Discussion of site constraints and capacities (streets, existing structures , etc .) The grades are set to match existing elevations along the perimeter of the property . The pond depth and outflow structures are constrained by the elevation of the downstream receiving facilities (TxDOT's existing 18 " storm sewer/proposed 24 "). Discussion of any applicable previous drainage studies and how this plan will affect it No previous drainage studies were available for the existing 18 " other than TxDot plans . JOB # 00-364 UNIVERSITY PARK Drainage Report page 6 Hydrologic Criteria Rainfall/runoff calculation method described and calculations provided The So il Conservation Service Curve Number Procedure was used to determine the runoff rates . Curve Numbers were estimated using Table 111-4 of the DPDS . 24 hour rainfall depths were estimated using Table 111 -3 of the DPDS . A minimum time of concentration of ten minutes was used in the calculations . The results (hydrographs) for the peak runoff for the pre-and post-developed areas are included in the appendix. Existing Basin Area QS Q10 Q25 QSO Q100 (-) (SF) (cfs) (cfs) (cfs) (cfs) (cfs) A1 23518 2 .3 3 .2 4.2 4.9 5.8 A2 81125 8 .5 11.4 15 .0 17.3 20 .8 A3 34107 3 .6 4 .9 6 .5 7.7 9.0 Develo~ed Basin Area QS Q10 Q25 QSO Q100 (-) (SF) (cfs) (cfs) (cfs) (cfs) (cfs) A1 11325 2 .2 2 .7 3 .3 7 .7 4 .3 A2 44431 8.1 10.1 12.4 14 .0 16 .0 A3+A4 80039 3 .6 4.5 5 .8 7 .6 9.0 Detent ion d ischarge/storage calculation method/calculations The rating tables for reservoir storage/elevation (reservoir rout ing) procedure is provided below. The end area method was used to calculate the storage volumes . Elev Storage Storage 7 (-) (cf) (ac-ft) 30~.s f o~0 t>'-f-v._ . 296 .2 00 0.000 ~ Ls+G'\~6 296 .5 119 0.003 297.4 1876 0.043 ",Co 297.5 2222 0 .051 298 .0 3798 0.087 298 .5 6951 0 .167 299 .0 1015 0.232 300 .0 13258 0 .304 301 .0 16412 0 .377 302.0 19565 0 .449 302 .3 20511 0.470 302 .8 22087 0 .506 JOB # 00-3 64 UNIVERSITY PARK Drainage Report page 7 Storm recurrence intervals used Return periods used in the analysis include the 5, 10, 25, 50 , and 100 year storm events. Discussion of other drainage facility design criteria used if not referenced in Standards The program used for hydrologic computations of the runoff hydrographs and the modeling (routing) of the hydrographs through the detention pond is Hydr5°R D (version 5.11 ), a hydrologic modeling tool for civil engineers . The SCS unit hydrograph procedure is used in the hydrologic analysis. The program models multi outlet controls on detention/storage ponds. Calculations used for inlet and flume sizing were taken from DPDS as follows: Q = 3 .0 L Y 1 5 Where Q is the capacity in cfs, L is the length of the opening , and Y is the total depth of the water. Capacities were calculated using the 100 year storm for inlets and the 25 yr storm for flumes. Hydraulic Criteria Identify capacity of systems used The maximum capacity of the 18 " RCP exiting the detention pond during the 100 yr storm event is 10 .5 cfs . Specify velocities at critical points in system The velocity of the 18 " RCP is 5 ft/sec which is acceptable (15 ft/sec max) in concrete pipe . Landscaped areas have slopes and velocities similar to that pre-developed. No runoff velocities from these areas exceed that allowable for landscaped areas . Identify detention/retention outlet and routing .3 The pond outlet rating table is provided below . A multi-stage outlet system (~ openings) was utilized to control release rates for each design storm . JO B # 00-3 64 Elev (-) 296 .2 296.5 297.4 297.5 298.0 298 .5 299 .0 300 .0 301.0 302.0 302.3 Storage (cf) 0 119 1876 2222 3798 6951 10105 13258 16412 19565 20511 Outflow (cfs) 0 .00 0 .23 0 .92 0.97 1.18 1.35 1.51 2 .6 3 .27 5 .8 6.49 UNIVERSITY PARK Drainage Report page 8 The results of the various storm routings through the detention pond are provided in the appendix . In summary , Storm QpoNo Elev (yr) (cfs) (-) 5 2.29 299.7 10 2.91 300.4 25 3.83 301 .3 50 5.31 301 .8 100 6.49 302 .3 Discussion of other drainage facility design criteria used not referenced in Standards N/A V. DRAINAGE FACILITY DESIGN Discuss drainage patterns/flows (pre vs .post) Existing and proposed drainage patterns are shown on the map provided in this report . Are they draining water onto another property owner?-if so, is it where the water flowed before? and is it not more than what flowed there before? and not faster than it flowed before? The pre-developed runoff exits the site on three sides : University Drive , Holliday Inn , and Spring He ights apts. The developed runoff is less than or equal to the existing amount of the pre-developed runoff onto all adjacent properties . Discuss erosion control measures employed During the construction , temporary erosion control measures include placement of rock rubble at construction entrances , and placement of silt fencing around the perimeter of the downstream ends of the property to prevent erosion until permanent structures have been constructed and sufficient vegetation has been established. The detention pond will also act to help filtrate sediment from runoff . Discuss detention pond design (sideslope , low flow channels, outlet works, freeboard, emergency spillway) There are 3 outlets proposed : 6 " opening@ elevation 296 .2 , a 6 " open ing at elevation 299 and a 1 O"@ elevation 301 .0 . There is .5 ft (6") of freeboard with the 100 yr storm event. Discuss maintenance access and responsibilities Maintenance responsibilities of the proposed detention pond are with the landowner and would transfer to any new landowners should the facility change ownership . JOB # 00 -364 UNIVERSITY PARK Drainage Report page 9 Conclusions In each storm frequency, the post-developed flow was at or below the pre- developed rates. Storm (yr) 5 10 25 50 100 Appendices QPOND (cfs) 13.99 19.2 21.57 25.4 29.18 Hydrographs at critical points Attached Culvert capacities Attached Storm sewer capacities Attached Parking Capacities Attached acities inlet control ratin ~~ Location map with drainage patterns In report Floodplain map if any attached QPRE (cfs) 14.5 19 .5 25 .7 29.9 35.7 Drainage plan with topo (existing and proposed with arrows if needed) On construction drawing sheet G1 attached Details of outlet structures On construction drawing sheet P1 attached JOB # 00-364 HYDROGRAPHS AT CRITICAL POINTS Data for upark TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX Al 2 YEAR PEAK= 1.28 CFS@ 12.08 HRS, VOLUME= .09 AF ACRES CN C= .98 .53 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.50 IN Page 3 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 17 .5 Grass: Short n=.15 L=235' P2=4.5 in s=.017 '/' Data for upark Page 4 TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 1.28 CFS@ 12.08 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 .01 .01 . 01 . 01 .01 . 01 . 01 .01 .01 . 01 10.50 .01 . 01 . 01 .02 .02 .02 .02 .02 .02 .02 11.00 .03 .03 .03 .03 .03 .04 .04 .04 .05 .05 11.50 .06 .06 .07 .09 . 13 . 18 .27 .38 .56 .80 12.00 1.07 1.26 1. 27 1. 12 .90 .70 .55 .45 .37 .32 12.50 .28 .25 .22 . 19 . 18 . 16 . 15 . 14 . 14 . 13 13.00 . 13 . 12 . 12 . 11 . 11 . 11 . 10 . 10 . 10 .09 13.50 .09 .09 .09 .09 .08 .08 .08 .08 .08 .07 14.00 .07 .07 .07 .07 .07 .07 .06 .06 .06 .06 14.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 15.00 .06 .06 .05 .05 .05 .05 .05 .05 .05 .05 15.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .04 16.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 16.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.50 .04 .04 .04 .04 .04 .04 .03 .03 .03 .03 18.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.00 .03 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 .02 Data for upark TYPE II 24-HOUR RAINFALL= 6.20 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A1 5 YEAR PEAK= 2 .36 CFS@ 12.05 HRS, VOLUME= .15 AF ACRES CN C= .98 .53 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 6.20 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 14.9 Grass: Short n=.15 L=235' P2=6.2 in s=.017 '/' Data for upark TYPE II 24-HOUR RAINFALL= 6.20 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 2.36 CFS @ 12.05 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 8.50 . 01 .01 . 01 . 01 .01 .01 . 01 . 01 . 01 . 01 9.00 .01 . 01 . 01 . 01 .01 .01 . 01 .02 .02 .02 9.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 10.00 .03 .03 .03 .03 .03 .03 .03 .03 .04 .04 10.50 .04 .04 .04 .05 .05 .05 .05 .06 .06 .06 11.00 .07 .07 .08 .08 .09 .09 . 10 . 11 . 11 . 12 11.50 . 13 . 14 .17 .22 . 31 .45 .64 .89 1. 25 1. 73 12.00 2. 19 2.36 2. 13 1.67 1. 23 .92 .72 .59 .50 .43 12.50 .38 .34 .30 .27 .25 .23 .22 . 21 .20 .20 13.00 . 19 . 18 . 18 .17 . 16 . 16 . 16 . 15 . 15 . 14 13.50 . 14 . 14 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 11 14.00 . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 14.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 15.00 .09 .08 .08 .08 .08 .08 .08 .08 .08 .08 15.50 .08 .08 .07 .07 .07 .07 .07 .07 .07 .07 16.00 .07 .07 .07 .06 .06 .06 .06 .06 .06 .06 16.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 17.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 17.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 19.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 24.00 .03 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX Al 10 YEAR PEAK= 3.19 CFS@ 12.03 HRS, VOLUME= .20 AF ACRES CN C= .98 .53 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 13.6 Grass: Short n=.15 L=235' P2=7.4 in s=.017 '/' Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 3.19 CFS@ 12.03 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.50 .01 .01 .01 .01 . 01 . 01 .01 . 01 . 01 . 01 8.00 .01 .01 .01 . 01 . 01 . 01 .01 . 01 . 01 . 01 8.50 .01 .02 .02 .02 .02 .02 .02 .02 .02 .02 9.00 .02 .02 .03 .03 .03 .03 .03 .03 .03 .03 9.50 .03 .03 .03 .03 .03 .03 .04 .04 .04 .04 10.00 .04 .04 .05 .05 .05 .05 .05 .06 .06 .06 10.50 .06 .07 .07 .07 .08 .08 .08 .09 .09 . 10 11. 00 . 10 . 11 . 11 . 12 . 13 .14 . 15 . 16 .17 . 18 11.50 . 19 . 21 .25 .33 .48 .69 .96 1.33 1.85 2.53 12.00 3.09 3.14 2.64 1.95 1. 39 1.04 .82 .68 .58 .51 12.50 .45 .40 .36 .33 .30 .29 .27 .26 .25 .24 13.00 .23 .23 .22 . 21 .20 .20 . 19 . 19 . 18 . 18 13.50 . 17 .17 .17 . 16 . 16 . 15 . 15 . 15 . 14 . 14 14.00 . 14 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 12 14.50 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 15.00 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 15.50 . 10 .09 .09 .09 .09 .09 .09 .09 .09 .08 16.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 16.50 .08 .08 .08 .08 .07 .07 .07 .07 .07 .07 17.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 17.50 .07 .07 .07 .07 .07 .07 .07 .07 .06 .06 18.00 I .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 18.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 19.00 .06 .06 .05 .05 .05 .05 .05 .05 .05 .05 19.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .04 20.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.50 : .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 24.00 : .04 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A1 25 YEAR PEAK= 4.20 CFS@ 12.01 HRS, VOLUME= .25 AF ACRES CN C= .75 .53 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 12.5 Grass: Short n=.15 L=235' P2=8.8 in s=.017 '/' Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov oo HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 4.20 CFS@ 12.01 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 . 01 . 01 . 01 . 01 .01 .01 . 01 .01 . 01 7.00 . 01 . 01 . 01 . 01 . 01 . 01 .01 .01 .01 . 01 7.50 .01 . 01 .01 .02 .02 .02 .02 .02 .02 .02 8.00 .02 .02 .02 .02 .02 .02 .02 .02 .03 .03 8.50 .03 .03 .03 .03 .03 .03 .03 .04 .04 .04 9.00 .04 .04 .04 .04 .04 .04 .05 .05 .05 .05 9.50 .05 .05 .05 .05 .05 .05 .06 .06 .06 .06 10.00 .07 .07 .07 .07 .08 .08 .08 .08 .09 .09 10.50 .10 . 10 . 10 . 11 . 11 . 12 . 12 . 13 . 14 . 14 11.00 . 15 . 16 . 16 . 17 . 18 .20 . 21 .22 .24 .26 11. 50 .27 .29 .35 .49 .72 1.02 1.39 1.90 2.63 3.53 12.00 4.17 4.00 3. 15 2.20 1.55 1. 16 .93 .77 .67 .59 12.50 .53 .47 .42 .39 .37 .35 .33 .32 . 31 .30 13.00 .29 .28 .27 .26 .25 .24 .24 .23 .23 .22 13.50 . 21 .21 .20 .20 . 19 . 19 . 18 . 18 . 18 .17 14.00 .17 . 16 . 16 . 16 . 15 . 15 . 15 . 15 . 15 . 15 14.50 .14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 13 . 13 15.00 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 12 15.50 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 10 . 10 16.00 . 10 .10 . 10 . 10 . 10 . 10 . 10 . 10 .09 .09 16.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 17.00 .09 .09 .09 .09 .09 .09 .09 .08 .08 .08 17.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 18.00 .08 .08 .08 .08 .08 .08 .08 .07 .07 .07 18.50 I .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 19.00 .07 .07 .07 .07 .07 .07 .06 .06 .06 .06 19.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 20.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 20.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 24.00 .05 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A1 50 YEAR PEAK= 4.96 CFS @ 12.01 HRS, VOLUME= .29 AF ACRES CN C= .98 .53 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 11. 8 Grass: Short n=.15 L=235' P2=9.8 in s=.017 '/' Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov oo HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 4.96 CFS @ 12.01 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 .01 . 01 . 01 .01 . 01 .01 .01 . 01 . 01 6.50 .01 .01 .01 .01 . 01 . 01 .01 . 01 .01 . 01 7.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.50 .02 .02 .02 .02 .02 .02 .02 .02 .03 .03 8.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .04 8.50 .04 .04 .04 .04 .04 .04 .05 .05 .05 .05 9.00 .05 .05 .06 .06 .06 .06 .06 .06 .06 .06 9.50 .06 .06 .06 .07 .07 .07 .07 .07 .08 .08 10.00 .08 .09 .09 .09 . 10 . 10 . 10 . 11 . 11 . 12 10.50 . 12 . 12 . 13 . 13 . 14 . 15 . 15 . 16 .17 . 18 11.00 . 18 . 19 .20 . 21 .23 .24 .26 .27 .29 .31 11. 50 .33 .36 .44 .62 .91 1. 28 1. 73 2.35 3.24 4.30 12.00 4.95 4.57 3.43 2.33 1. 63 1. 23 .99 .84 .73 .65 12.50 .58 .52 .47 .44 . 41 .39 .37 .36 .35 .34 13.00 .32 . 31 .30 .29 .28 .27 .27 .26 .25 .25 13.50 .24 .24 .23 .22 .22 . 21 . 21 .20 .20 . 19 14.00 . 19 . 19 . 18 . 18 .17 .17 .17 .17 .17 .17 14.50 . 16 . 16 . 16 . 16 . 16 . 16 . 15 . 15 . 15 . 15 15.00 . 15 . 15 . 14 . 14 . 14 . 14 . 14 . 14 . 13 . 13 15.50 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 12 16.00 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 16.50 . 11 . 11 . 10 . 10 . 10 . 10 . 10 .10 . 10 . 10 17.00 I . 10 . 10 . 10 .10 . 10 . 10 . 10 . 10 . 10 .09 17.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 18.00 .09 .09 .09 .09 .09 .09 .08 .08 .08 .08 18.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 19.00 .08 .08 .08 .07 .07 .07 .07 .07 .07 .07 19.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 20.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 20.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 21.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 21.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 22.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 22.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 23.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 23.50 .06 .05 .05 .05 .05 .05 .05 .05 .05 .05 24.00 .05 Data for upark TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A1 100 YEAR PEAK= 5.87 CFS @ 12.00 HRS, VOLUME= .34 AF ACRES CN C= .98 .53 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 11 . 2 Grass: Short n=.15 L=235' P2=11 in s=.017 '/' Data for upark TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 5.87 CFS @ 12.00 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 .01 . 01 . 01 . 01 . 01 .01 . 01 .01 . 01 .01 6.00 . 01 . 01 . 01 . 01 .01 . 01 . 01 .01 .02 .02 6.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.00 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 7.50 .03 .03 .03 .03 .03 .03 .03 .03 .04 .04 8.00 .04 .04 .04 .04 .04 .04 .04 .05 .05 .05 8.50 .05 .05 .05 .06 .06 .06 .06 .06 .06 .07 9.00 .07 .07 .07 .07 .07 .08 .08 .08 .08 .08 9.50 .08 .08 .08 .08 .09 .09 .09 . 10 . 10 . 10 10.00 . 10 . 11 . 11 . 12 . 12 . 12 . 13 . 13 . 14 . 14 10.50 . 15 . 15 . 16 .17 .17 . 18 . 19 .20 . 21 .22 11. 00 .23 .23 .25 .26 .28 .30 .32 .34 .36 .38 11. 50 .40 .44 .54 .78 1. 14 1. 59 2. 14 2.89 3.97 5.23 12.00 5.87 5.21 3.76 2.49 1. 74 1. 32 1.08 .92 . 81 .72 12.50 .65 .58 .53 .49 .46 .44 .43 .41 .40 .38 13.00 .37 .35 .34 .33 .32 .31 .30 .30 .29 .28 13.50 .27 .27 .26 .25 .25 .24 .24 .23 .23 .22 14.00 .22 . 21 . 21 .20 .20 .20 . 19 . 19 . 19 . 19 14.50 . 19 . 19 . 18 . 18 . 18 . 18 . 18 .17 . 17 . 17 15.00 .17 .17 . 16 . 16 . 16 . 16 . 16 . 16 . 15 . 15 15.50 . 15 . 15 . 15 . 14 . 14 . 14 . 14 . 14 . 13 . 13 16.00 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 12 16.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 11 17.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 17.50 . 11 . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 18.00 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 .09 18.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 19.00 .09 .09 .09 .09 .08 .08 .08 .08 .08 .08 19.50 .08 .08 .08 .08 .08 .08 .08 .08 .07 .07 20.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 20.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 21.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 21.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 22.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 22.50 .07 .07 .06 .06 .06 .06 .06 .06 .06 .06 23.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 23.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 24.00 .06 Data for upark TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A2 2 YEAR PEAK= 4.67 CFS@ 12.05 HRS, VOLUME= .31 AF ACRES CN C= .75 1 . 80 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.50 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 15.4 Grass: Short n=.15 L=257' P2=4.5 in s=.028 '/' Data for upark TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 4.67 CFS @ 12.05 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.50 .01 . 01 . 01 . 01 .01 . 01 . 01 . 01 .02 .02 10.00 .02 .02 .02 .02 .03 .03 .03 .03 .04 .04 10.50 .04 .05 .05 .05 .06 .06 .07 .07 .08 .08 11. 00 .09 .10 .10 . 11 . 12 . 13 .14 . 16 . 17 . 19 11.50 .20 .22 .26 .34 .50 .74 1.07 1. 54 2.25 3.21 12.00 4.20 4.67 4.35 3.52 2.65 2.00 1.58 1. 30 1. 10 .95 12.50 .84 .74 .67 .60 .55 . 51 .48 .46 .45 .43 13.00 .41 .40 .38 .37 .36 .35 .34 .33 .32 .32 13.50 . 31 .30 .29 .29 .28 .27 .27 .26 .25 .25 14.00 .24 .24 .23 .23 .22 .22 .22 .21 .21 . 21 14.50 . 21 . 21 .20 .20 .20 .20 .20 . 19 . 19 . 19 15.00 . 19 . 19 . 19 . 18 . 18 . 18 . 18 . 18 .17 .17 15.50 .17 .17 .17 . 16 . 16 . 16 . 16 . 16 . 15 . 15 16.00 . 15 . 15 . 15 . 14 . 14 . 14 . 14 . 14 . 14 . 14 16.50 . 14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 17.00 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 17.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 18.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 18.50 . 11 . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 19.00 . 10 . 10 . 10 . 10 . 10 . 10 . 10 .09 .09 .09 19.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 20.00 .09 .08 .08 .08 .08 .08 .08 .08 .08 .08 20.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 21.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 21.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 22.00 I .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 22.50 : .08 .08 .08 .07 .07 .07 .07 .07 .07 .07 23.00 : .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 23.50 : .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 24.00 : .07 Data for upark TYPE II 24-HOUR RAINFALL= 6.20 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A2 5 YEAR PEAK= 8 .47 CFS@ 12.03 HRS, VOLUME= .52 AF ACRES CN C= .75 1.80 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 6.20 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 13. 1 Grass: Short n=.15 L=257' P2=6.2 in s=.028 '/' Data for upark TYPE II 24-HOUR RAINFALL= 6.20 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov oo HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 8.47 CFS @ 12.03 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 . 01 8.00 I . 01 .01 .01 .01 . 01 . 01 .01 .02 .02 .02 8.50 .02 .02 .02 .03 .03 .03 .03 .03 .03 .04 9.00 .04 .04 .04 .05 .05 .05 .05 .05 .06 .06 9.50 .06 .06 .06 .06 .07 .07 .07 .08 .08 .08 10.00 .09 .09 . 10 . 10 . 11 . 11 . 12 . 12 . 13 . 13 10.50 . 14 . 15 . 15 . 16 .17 . 18 . 19 .20 .21 .22 11.00 .24 .25 .26 .28 .30 .32 .35 .37 .40 .43 11. 50 .46 . 51 .61 .84 1. 23 1. 78 2.49 3.48 4.92 6.78 12.00 8.28 8.28 6.80 4.92 3.49 2.62 2.09 1. 74 1.50 1.32 12.50 1. 18 1.05 .94 .86 .80 .76 .73 .70 .68 .65 13.00 .63 . 61 .59 .57 .55 .54 .52 . 51 .50 .48 13.50 .47 .46 .45 .44 .43 .42 . 41 .40 .39 .38 14.00 .37 .36 .35 .35 .34 .34 .33 .33 .33 .32 14.50 .32 .32 . 31 . 31 . 31 .30 .30 .30 .30 .29 15.00 .29 .29 .28 .28 .28 .27 .27 .27 .26 .26 15.50 .26 .26 .25 .25 .25 .24 .24 .24 .23 .23 16.00 .23 .22 .22 .22 .22 . 21 . 21 . 21 .21 .21 16.50 .21 . 21 . 21 .20 .20 .20 .20 .20 .20 .20 17.00 .20 .20 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 17.50 . 19 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 18.00 .17 .17 .17 .17 . 17 . 17 .17 .17 .17 . 16 18.50 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 15 . 15 19.00 . 15 . 15 . 15 . 15 . 15 . 15 .14 . 14 . 14 . 14 19.50 . 14 . 14 . 14 . 14 . 14 . 13 . 13 . 13 . 13 . 13 20.00 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 12 . 12 20.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 21.00 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 21.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 22.00 . 12 . 12 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 11 22.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 23.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 23.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 24.00 . 11 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A2 10 YEAR PEAK= 11.42 CFS@ 12.01 HRS, VOLUME= .67 AF ACRES CN C= .75 1. 80 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN 15 Nov oo SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 12.0 Grass: Short n=.15 L=257' P2=7.4 in s=.028 '/' Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 11.42 CFS@ 12.01 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 7.00 .01 .01 .01 . 01 . 01 . 01 .01 . 01 .02 .02 7.50 .02 .02 .02 .02 .02 .02 .03 .03 .03 .03 8.00 .03 .03 .03 .04 .04 .04 .04 .04 .05 .05 8.50 .05 .05 .06 .06 .06 .06 .07 .07 .07 .08 9.00 .08 .08 .09 .09 .09 .09 . 10 . 10 . 10 . 10 9.50 . 11 . 11 . 11 . 11 . 12 . 12 . 13 . 13 . 14 . 14 10.00 . 15 . 15 . 16 .17 .17 . 18 . 19 .20 .21 . 21 10.50 .22 .23 .24 .25 .27 .28 .29 .31 .33 .34 11.00 .36 .38 .40 .42 .45 .48 .52 .56 .59 .64 11. 50 .68 .74 .91 1.28 1. 89 2.70 3.71 5. 11 7 .17 9.69 12.00 11. 36 10.69 8. 18 5.62 3.94 2.98 2.40 2.03 1. 77 1. 57 12.50 1.41 1. 26 1 . 14 1.05 .99 .94 .90 .87 .84 . 81 13.00 .78 .75 .73 .70 .68 .67 .65 .63 .62 .60 13.50 .59 .57 .56 .54 .53 .52 . 51 .49 .48 .47 14.00 .46 .45 .44 .43 .42 .42 .41 .41 .41 .40 14.50 .40 .39 .39 .39 .38 .38 .38 .37 .37 .36 15.00 .36 .36 .35 .35 .34 .34 .34 .33 .33 .32 15.50 .32 .32 . 31 . 31 .30 .30 .30 .29 .29 .28 16.00 .28 .28 .27 .27 .27 .27 .26 .26 .26 .26 16.50 .26 .26 .26 .25 .25 .25 .25 .25 .25 .25 17.00 .24 .24 .24 .24 .24 .24 .24 .23 .23 .23 17.50 .23 .23 .23 .23 .22 .22 .22 .22 .22 .22 18.00 .22 .22 . 21 .21 . 21 . 21 . 21 . 21 .21 .20 18.50 .20 .20 .20 .20 .20 . 19 . 19 . 19 . 19 . 19 19.00 . 19 . 19 . 18 . 18 . 18 . 18 . 18 . 18 . 18 .17 19.50 .17 .17 .17 . 17 . 17 .17 . 16 . 16 . 16 . 16 20.00 . 16 . 16 . 16 . 15 . 15 . 15 . 15 . 15 . 15 . 15 20.50 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 21.00 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 21.50 . 15 . 15 . 15 . 15 . 15 . 15 . 14 . 14 . 14 . 14 22.00 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 22.50 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 23.00 . 14 . 14 . 14 . 14 . 14 . 14 . 14 .14 . 14 . 14 23.50 . 14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 24.00 . 13 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A2 25 YEAR PEAK= 15.02 CFS @ 12.00 HRS, VOLUME= .86 AF ACRES CN C= .75 1 . 80 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 11. 0 Grass: Short n=.15 L=257' P2=8.8 in s=.028 '/' Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 15.02 CFS @ 12.00 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0 .00 0.00 0.00 0.00 0 .00 0.00 0.00 0 .00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 .01 .01 . 01 . 01 . 01 . 01 . 01 . 01 6.50 .02 .02 .02 .02 .02 .02 .03 .03 .03 .03 7.00 .03 .03 .03 .04 .04 .04 .04 .04 .04 .05 7.50 .05 .05 .05 .05 .05 .06 .06 .06 .06 .06 8.00 .06 .07 .07 .07 .07 .08 .08 .08 .09 .09 8.50 .09 .10 . 10 . 11 . 11 . 11 . 12 . 12 . 13 . 13 9.00 . 14 . 14 . 14 . 15 . 15 . 15 . 16 . 16 . 16 . 16 9.50 .17 .17 .17 . 18 . 18 . 19 .20 .20 .21 .22 10.00 .22 .23 .24 .25 .26 .27 .28 .29 .31 .32 10.50 .33 .34 .36 .37 .39 . 41 .43 .45 .47 .49 11 .00 . 51 .54 .56 .60 .64 .69 .73 .78 .84 .89 11. 50 .95 1.04 1.30 1.89 2.78 3.91 5.30 7.24 10.07 13.37 12.00 I 15 .02 13.23 9.43 6.23 4.36 3.34 2.74 2.35 2.08 1.86 12.50 1.67 1. 51 1.37 1. 27 1. 20 1. 15 1. 11 1.07 1.03 .99 13.00 .96 .92 .89 .86 .84 .82 .80 .78 .76 .74 13.50 .72 .70 .68 .66 .65 .63 .62 . 61 .59 .58 14.00 .56 .55 .54 .53 .52 .52 .51 .50 .50 .49 14.50 .49 .49 .48 .48 .47 .47 .46 .46 .45 .45 15.00 .44 .44 .43 .43 .42 .42 .41 .41 .40 .40 15.50 .39 .39 .38 .38 .37 .37 .36 .36 .35 .35 16.00 .34 .34 .33 .33 .33 .33 .32 .32 .32 .32 16.50 .32 .32 .31 .31 . 31 .31 . 31 . 31 .30 .30 17.00 .30 .30 .30 .29 .29 .29 .29 .29 .29 .28 17.50 I .28 .28 .28 .28 .28 .27 .27 .27 .27 .27 18.00 .27 .26 .26 .26 .26 .26 .25 .25 .25 .25 18.50 .25 .25 .24 .24 .24 .24 .24 .23 .23 .23 19.00 .23 .23 .23 .22 .22 .22 .22 .22 .22 .21 19.50 . 21 . 21 . 21 .21 .20 .20 .20 .20 .20 .20 20.00 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 20.50 . 19 . 19 . 19 . 19 . 18 . 18 . 18 . 18 . 18 . 18 21.00 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 21.50 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 22.00 . 18 . 18 . 18 . 17 .17 .17 .17 .17 . 17 .17 22.50 .17 .17 .17 .17 . 17 . 17 .17 '17 .17 .17 23.00 .17 .17 .17 . 17 .17 .17 . 17 . 17 .17 .17 23.50 .17 . 17 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 24.00 . 16 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A2 50 YEAR PEAK= 17.31 CFS@ 12.00 HRS, VOLUME= 1.00 AF ACRES CN C= .75 1. 80 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 11. 0 Grass: Short n=.15 L=257' P2=8.8 in s=.028 '/' Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 17.31 CFS@ 12.00 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 . 01 . 01 .01 .01 .01 .01 .02 6.00 .02 .02 .02 .02 .02 .02 .03 .03 .03 .03 6.50 .03 .04 .04 .04 .04 .04 .04 .05 .05 .05 7.00 .05 .05 .06 .06 .06 .06 .06 .06 .07 .07 7.50 .07 .07 .07 .08 .08 .08 .08 .08 .09 .09 8.00 .09 .09 . 10 . 10 . 10 . 11 . 11 . 11 . 12 . 12 8.50 . 13 . 13 . 14 . 14 . 15 . 15 . 16 . 16 .17 .17 9.00 . 18 . 18 . 19 . 19 .20 .20 .20 . 21 .21 .21 9.50 . 21 .22 .22 .23 .23 .24 .25 .26 .27 .27 10.00 .28 .29 .30 . 31 .33 .34 .35 .37 .38 .39 10.50 I .41 .42 .44 .46 .48 .50 .53 .55 .58 .60 11.00 .63 .65 .69 .73 .78 .83 .89 .95 1. 01 1.07 11. 50 1. 14 1.24 1. 56 2.25 3.30 4.63 6.24 8.48 11.72 15.47 12.00 17 .31 15.21 10.83 7. 14 4.99 3.81 3. 12 2.68 2.37 2. 12 12.50 1.90 1. 71 1.56 1.45 1.37 1. 31 1. 26 1. 21 1.17 1. 13 13.00 1.09 1.05 1. 01 .98 .95 .93 .90 .88 .86 .84 13.50 .82 .79 . 77 .75 .74 .72 .70 .69 .67 .66 14.00 .64 .62 . 61 .60 .59 .58 .58 .57 .57 .56 14.50 .56 .55 .54 .54 .53 .53 .52 .52 .51 . 51 15.00 .50 .50 .49 .48 .48 .47 .47 .46 .46 .45 15.50 .45 .44 .43 .43 .42 .42 . 41 .41 .40 .40 16.00 .39 .38 .38 .38 .37 .37 .37 .37 .36 .36 16.50 .36 .36 .36 .35 .35 .35 .35 .35 .34 .34 17.00 .34 .34 .34 .33 .33 .33 .33 .33 .32 .32 17.50 .32 .32 .32 .31 .31 .31 . 31 .31 .30 .30 18.00 .30 .30 .30 .29 .29 .29 .29 .29 .28 .28 18.50 .28 .28 .28 .27 .27 .27 .27 .27 .26 .26 19.00 .26 .26 .26 .25 .25 .25 .25 .25 .24 .24 19.50 .24 .24 .24 .23 .23 .23 .23 .23 .22 .22 20.00 .22 .22 .22 .21 . 21 . 21 .21 . 21 .21 .21 20.50 .21 . 21 . 21 .21 . 21 . 21 .21 . 21 . 21 .21 21.00 . 21 . 21 . 21 .21 . 21 .20 .20 .20 .20 .20 21.50 .20 .20 .20 .20 .20 .20 .20 .20 .20 .20 22.00 .20 .20 .20 .20 .20 .20 .20 .20 .20 .20 22.50 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 23.00 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 23.50 . 19 . 19 . 19 . 19 . 19 . 18 . 18 . 18 . 18 . 18 24.00 . 18 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A2 100 YEAR PEAK= 20.84 CFS@ 11.99 HRS, VOLUME= 1.17 AF ACRES CN C= .75 1. 80 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN 15 Nov oo SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 9.8 Grass: Short n=.15 L=257' P2=11 in s=.028 '/' Data for upark TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov oo HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 20.84 CFS@ 11.99 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 . 01 . 01 .01 . 01 .01 . 01 .02 5.50 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 6.00 .04 .04 .04 .04 .04 .05 .05 .05 .05 .06 6.50 .06 .06 .06 .06 .07 .07 .07 .07 .07 .08 7.00 .08 .08 .08 .09 .09 .09 .09 . 10 . 10 . 10 7.50 . 10 . 10 . 11 . 11 . 11 . 11 . 12 . 12 . 12 . 12 8.00 . 13 . 13 . 13 . 14 . 14 . 14 . 15 . 16 . 16 .17 8.50 .17 . 18 . 18 . 19 .20 .20 .21 .21 .22 .23 9.00 .23 .24 .25 .25 .26 .26 .26 .27 .27 .27 9.50 .27 .28 .28 .29 .30 .31 .32 .33 .34 .35 10.00 .36 .37 .38 .40 .41 .43 .45 .46 .48 .50 10.50 . 51 .53 .55 .58 .60 .63 .66 .69 .72 .75 11.00 .78 .81 .85 .90 .96 1 .03 1. 10 1. 17 1. 25 1.32 11. 50 1.40 1.55 2.02 3.00 4.39 6.06 8.07 10.96 15. 11 19.52 12.00 20.63 16.57 10.82 6.91 4.90 3.85 3.24 2.85 2.55 2.30 12.50 2.08 1. 89 1. 72 1. 61 1. 53 1.47 1 .42 1. 37 1. 32 1.27 13.00 1. 23 1. 18 1 . 14 1. 11 1.08 1.05 1.02 1.00 .97 .95 13.50 .92 .90 .87 .85 .83 .82 .80 .78 .76 .74 14.00 .72 . 71 .69 .68 .67 .66 .66 .65 .64 .64 14.50 .63 .63 .62 . 61 . 61 .60 .59 .59 .58 .58 15.00 .57 .56 .56 .55 .54 .54 .53 .52 .52 .51 15.50 . 51 .50 .49 .49 .48 .47 .47 .46 .45 .45 16.00 .44 .44 .43 .43 .42 .42 .42 .42 .41 . 41 16.50 .41 . 41 .40 .40 .40 .40 .40 .39 .39 .39 17.00 .39 .38 .38 .38 .38 .37 .37 .37 .37 .37 17.50 .36 .36 .36 .36 .35 .35 .35 .35 .35 .34 18.00 .34 .34 .34 .33 .33 .33 .33 .32 .32 .32 18.50 .32 .32 . 31 . 31 .31 . 31 .30 .30 .30 .30 19.00 .29 .29 .29 .29 .29 .28 .28 .28 .28 .27 19.50 .27 .27 .27 .26 .26 .26 .26 .26 .25 .25 20.00 .25 .25 .24 .24 .24 .24 .24 .24 .24 .24 20.50 .24 .24 .24 .24 .24 .24 .24 .24 .24 .24 21.00 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 21.50 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 22.00 .23 .23 .22 .22 .22 .22 .22 .22 .22 .22 22.50 .22 .22 .22 .22 .22 .22 .22 .22 .22 .22 23.00 .22 .22 .22 .22 .22 .21 . 21 .21 .21 .21 23.50 . 21 . 21 . 21 . 21 . 21 .21 . 21 . 21 . 21 .21 24.00 . 21 Data for upark TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www .hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A3 2 YEAR PEAK= 2.03 CFS@ 12.05 HRS, VOLUME= .13 AF ACRES CN C= .75 .78 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.50 IN 15 Nov oo SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 15 .3 Grass: Short n=.15 L=265' P2=4.5 in s=.03 '/' Data for upark TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 2.03 CFS@ 12.05 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.50 0.00 0.00 0.00 0.00 0.00 0.00 .01 .01 . 01 . 01 10.00 . 01 . 01 . 01 .01 .01 . 01 . 01 . 01 .02 .02 10.50 .02 .02 .02 .02 .03 .03 .03 .03 .03 .04 11. 00 .04 .04 .04 .05 .05 .06 .06 .07 .07 .08 11. 50 .09 . 10 . 11 . 15 .22 .32 .47 .67 .98 1.40 12.00 1.83 2.03 1.88 1.52 1. 14 .86 .68 .56 .47 .41 12.50 .36 .32 .29 .26 .24 .22 .21 .20 . 19 . 19 13.00 . 18 .17 .17 . 16 . 16 . 15 . 15 . 14 .14 . 14 13.50 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 11 . 11 . 11 14.00 . 11 . 10 . 10 . 10 . 10 . 10 .09 .09 .09 .09 14.50 I .09 .09 .09 .09 .09 .09 .09 .08 .08 .08 15.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .07 15.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 16.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 16.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 17.00 .06 .06 .06 .06 .05 .05 .05 .05 .05 .05 17.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.50 .05 .05 .05 .05 .05 .04 .04 .04 .04 .04 19.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.50 .04 .04 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 24.00 .03 Data for upark TYPE II 24-HOUR RAINFALL= 6.20 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A3 5 YEAR PEAK= 3.67 CFS@ 12.03 HRS, VOLUME= .22 AF ACRES CN C= .75 .78 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 6.20 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 13. 1 Grass: Short n=.15 L=265' P2=6.2 in s=.03 '/' Data for upark TYPE II 24-HOUR RAINFALL= 6.20 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 3.67 CFS @ 12.03 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 t 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 : 0.00 0.00 0.00 0.00 . 01 . 01 .01 . 01 . 01 . 01 8.50 : . 01 .01 .01 . 01 . 01 .01 .01 .01 .02 .02 9.00 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 9.50 : .03 .03 .03 .03 .03 .03 .03 .03 .03 .04 10.00 I .04 .04 .04 .04 .05 .05 .05 .05 .06 .06 10.50 .06 .06 .07 .07 .07 .08 .08 .09 .09 . 10 11.00 .10 . 11 . 11 . 12 . 13 . 14 . 15 . 16 .17 . 19 11. 50 .20 .22 .26 .36 .53 .77 1.08 1. 51 2. 13 2.94 12.00 3.59 3.59 2.95 2. 13 1 . 51 1. 14 .90 .75 .65 .57 12.50 . 51 .46 .41 .37 .35 .33 .32 .30 .29 .28 13.00 .27 .26 .25 .25 .24 .23 .23 .22 . 21 .21 13.50 .20 .20 . 19 . 19 . 18 . 18 . 18 . 17 . 17 . 16 14.00 . 16 . 16 . 15 . 15 . 15 . 15 . 14 . 14 . 14 .14 14.50 . 14 . 14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 . 13 15.00 . 13 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 11 . 11 15.50 . 11 . 11 . 11 . 11 . 11 . 11 . 10 . 10 . 10 . 10 16.00 . 10 . 10 . 10 .09 .09 .09 .09 .09 .09 .09 16.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 17.00 .09 .08 .08 .08 .08 .08 .08 .08 .08 .08 17.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 18.00 .08 .08 .07 .07 .07 .07 .07 .07 .07 .07 18.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 19.00 .07 .07 .06 .06 .06 .06 .06 .06 .06 .06 19.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 20.00 .06 .06 .05 .05 .05 .05 .05 .05 .05 .05 20.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 24.00 .05 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A3 10 YEAR PEAK= 4.96 CFS @ 12.01 HRS, VOLUME= .29 AF ACRES CN C= .75 .78 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 11. 9 Grass: Short n=.15 L=265' P2=7 .4 in s=.03 '/' Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 4.96 CFS @ 12.01 HOURS HOUR 0.00 .05 .10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 .01 . 01 . 01 . 01 .01 7.50 . 01 . 01 . 01 .01 .01 .01 . 01 . 01 .01 .01 8.00 .01 . 01 . 01 .02 .02 .02 .02 .02 .02 .02 8.50 .02 .02 .02 .03 .03 .03 .03 .03 .03 .03 9.00 .03 .04 .04 .04 .04 .04 .04 .04 .04 .04 9.50 .05 .05 .05 .05 .05 .05 .05 .06 .06 .06 10.00 .06 .07 .07 .07 .07 .08 .08 .09 .09 .09 10.50 . 10 . 10 . 11 . 11 . 12 . 12 . 13 . 13 . 14 . 15 11.00 . 16 . 16 .17 . 18 . 19 .21 .22 .24 .26 .28 11. 50 .29 .32 .39 .56 .83 1. 18 1.62 2.23 3. 13 4.23 12.00 4.95 4.62 3.51 2.41 1.69 1.28 1. 03 .87 .76 .68 12.50 . 61 .54 .49 .45 .43 .41 .39 .38 .36 .35 13.00 .34 .33 .31 .30 .30 .29 .28 .27 .27 .26 13.50 .25 .25 .24 .23 .23 .22 .22 .21 .21 .20 14.00 .20 . 19 . 19 . 19 . 18 . 18 . 18 . 18 . 18 .17 14.50 .17 .17 .17 .17 .17 . 16 . 16 . 16 . 16 . 16 15.00 . 16 . 15 . 15 . 15 . 15 . 15 . 15 . 14 . 14 . 14 15.50 . 14 . 14 .14 . 13 . 13 . 13 . 13 . 13 . 13 . 12 16.00 . 12 . 12 . 12 . 12 . 12 . 12 . 11 . 11 . 11 . 11 16.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 17.00 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 17.50 .10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 .09 18.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 18.50 .09 .09 .09 .09 .09 .08 .08 .08 .08 .08 19.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 19.50 .08 .07 .07 .07 .07 .07 .07 .07 .07 .07 20.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 20.50 .07 .07 .07 .07 .07 .07 .07 .07 .06 .06 21.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 21.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 22.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 22.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 23.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 23.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 24.00 .06 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A3 25 YEAR PEAK= 6.51 CFS @ 12.00 HRS, VOLUME= .37 AF ACRES CN C= .75 .78 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 11 . 0 Grass: Short n=.15 L=265' P2=8.8 in s=.03 '/' Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 6.51 CFS @ 12.00 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 . 01 . 01 6.50 . 01 . 01 .01 .01 . 01 . 01 . 01 . 01 .01 . 01 7.00 . 01 . 01 . 01 .02 .02 .02 .02 .02 .02 .02 7.50 .02 .02 .02 .02 .02 .02 .02 .03 .03 .03 8.00 .03 .03 .03 .03 .03 .03 .03 .04 .04 .04 8.50 .04 .04 .04 .05 .05 .05 .05 .05 .05 .06 9.00 .06 .06 .06 .06 .07 .07 .07 .07 .07 .07 9.50 .07 .07 .07 .08 .08 .08 .08 .09 .09 .09 10.00 . 10 . 10 . 10 . 11 . 11 . 12 . 12 . 13 . 13 . 14 10.50 I . 14 . 15 . 15 . 16 .17 . 18 . 19 . 19 .20 . 21 11. 00 .22 .23 .24 .26 .28 .30 .32 .34 .36 .39 11.50 .41 .45 .56 .82 1. 21 1. 70 2.30 3. 14 4.37 5.79 12.00 6.51 5.73 4.09 2.70 1.89 1.45 1 . 19 1. 02 .90 . 81 12.50 .72 .65 .59 .55 .52 .50 .48 .46 .45 .43 13.00 .41 .40 .39 .37 .36 .35 .34 .34 .33 .32 13.50 .31 .30 .29 .29 .28 .27 .27 .26 .26 .25 14.00 .24 .24 .23 .23 .23 .22 .22 .22 .22 . 21 14.50 . 21 .21 . 21 . 21 .20 .20 .20 .20 .20 . 19 15.00 . 19 . 19 . 19 . 19 . 18 . 18 . 18 . 18 .17 .17 15.50 .17 .17 .17 . 16 . 16 . 16 . 16 . 16 . 15 . 15 16.00 . 15 . 15 . 15 . 14 . 14 . 14 . 14 . 14 . 14 . 14 16.50 . 14 . 14 . 14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 17.00 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 17.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 18.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 18.50 . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 19.00 . 10 . 10 . 10 . 10 . 10 . 10 .09 .09 .09 .09 19.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .08 20.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 20.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 21.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 21.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 22.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .07 22.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 23.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 23.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 24.00 : .07 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 Cc) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A3 50 YEAR PEAK= 7.65 CFS@ 11.99 HRS, VOLUME= .43 AF ACRES CN C= .75 .78 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 10.4 Grass: Short n=.15 L=265' P2=9.8 in s=.03 '/' Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 7.65 CFS@ 11.99 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 . 01 .01 6.00 . 01 . 01 . 01 . 01 .01 . 01 . 01 . 01 . 01 . 01 6.50 . 01 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.00 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 7.50 .03 .03 .03 .03 .03 .04 .04 .04 .04 .04 8.00 .04 .04 .04 .04 .04 .05 .05 .05 .05 .05 8.50 .06 .06 .06 .06 .06 .07 .07 .07 .07 .08 9.00 .08 .08 .08 .08 .09 .09 .09 .09 .09 .09 9.50 .09 .09 .10 . 10 . 10 . 10 . 11 . 11 . 12 . 12 10.00 . 12 . 13 . 13 . 14 . 14 . 15 . 15 . 16 . 17 .17 10.50 . 18 . 19 . 19 .20 . 21 .22 .23 .24 .25 .26 11.00 .27 .29 .30 .32 .34 .36 .39 . 41 .44 .47 11. 50 .50 .55 .70 1 .03 1. 51 2. 11 2.83 3.85 5.33 6.99 12.00 7.63 6.43 4.39 2.84 2.00 1.55 1.28 1. 12 .99 .89 12.50 .80 .73 .66 .62 .59 .56 .54 .52 .50 .49 13.00 .47 .45 .43 .42 .41 .40 .39 .38 .37 .36 13.50 .35 .34 .33 .33 .32 .31 .30 .30 .29 .28 14.00 .28 .27 .26 .26 .26 .25 .25 .25 .25 .24 14.50 .24 .24 .24 .23 .23 .23 .23 .22 .22 .22 15.00 .22 . 21 .21 . 21 .21 .20 .20 .20 .20 .20 15.50 . 19 . 19 . 19 . 19 . 18 . 18 . 18 . 18 .17 .17 16.00 .17 . 17 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 16.50 . 16 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 17.00 . 15 . 15 . 15 . 14 . 14 . 14 .14 . 14 .14 . 14 17.50 . 14 . 14 . 14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 18.00 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 18.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 11 . 11 19.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 10 19.50 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 20.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 20.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 21 .00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 21.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 22.00 .09 .09 .09 .09 .09 .09 .09 .08 .08 .08 22.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 23.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 23.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 24.00 .08 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 Cc) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A3 100 YEAR PEAK= 9.03 CFS@ 11.99 HRS, VOLUME= .51 AF ACRES CN C= .75 .78 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 9.8 Grass: Short n=.15 L=265' P2=11 in s=.03 '/' Data for upark TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by urban design group HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV A1 TO SL PEAK= 1.08 CFS@ 12.02 HRS, VOLUME= .07 AF ACRES CN C= .86 .26 87 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.50 IN Page 1 17 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 13. 1 Grass: Dense n=.24 L=117' P2=4.5 in s=.0221 '/' Data for upark Page 2 TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 1.08 CFS@ 12.02 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.50 0.00 0.00 . 01 .01 .01 .01 . 01 .01 . 01 . 01 8.00 . 01 .01 .01 . 01 .01 . 01 . 01 .01 . 01 . 01 8.50 .01 . 01 .01 .01 .01 .01 . 01 . 01 . 01 .01 9.00 .01 . 01 .01 . 01 .01 .01 .01 . 01 .01 . 01 9.50 . 01 . 01 . 01 .02 .02 .02 .02 .02 .02 .02 10.00 .02 .02 .02 .02 .02 .02 .02 .02 .03 .03 10.50 .03 .03 .03 .03 .03 .03 .03 .04 .04 .04 11.00 .04 .04 .05 .05 .05 .05 .06 .06 .07 .07 11.50 .07 .08 .09 . 13 . 18 .26 .36 .48 .66 .89 12.00 1.06 1.05 .85 . 61 .43 .32 .25 .21 . 18 . 16 12.50 . 14 . 13 . 11 .10 . 10 .09 .09 .08 .08 .08 13.00 .07 .07 .07 .07 .06 .06 .06 .06 .06 .06 13.50 .06 .05 .05 .05 .05 .05 .05 .05 .05 .04 14.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 14.50 .04 .04 .04 .04 .04 .04 .04 .03 .03 .03 15.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 15.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 16.00 .03 .03 .03 .03 .02 .02 .02 .02 .02 .02 16.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 17.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 17.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.50 .02 .02 .02 .02 .02 .02 .02 .02 .01 . 01 20.00 . 01 . 01 . 01 . 01 . 01 . 01 .01 .01 . 01 .01 20.50 . 01 . 01 . 01 . 01 . 01 . 01 .01 . 01 . 01 . 01 21.00 . 01 .01 . 01 . 01 .01 . 01 .01 .01 .01 . 01 21.50 .01 . 01 .01 .01 .01 .01 . 01 .01 . 01 .01 22.00 . 01 . 01 . 01 . 01 .01 . 01 . 01 .01 . 01 .01 22.50 .01 .01 .01 . 01 . 01 . 01 .01 .01 .01 .01 23.00 .01 . 01 .01 . 01 . 01 . 01 .01 .01 . 01 .01 23.50 .01 .01 .01 . 01 .01 .01 .01 .01 . 01 .01 24.00 .01 Data for upark TYPE II 24-HOUR RAINFALL= 6.20 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO SPRING LOOP PEAK= 2.25 CFS@ 11.89 HRS, VOLUME= .10 AF ACRES CN C= .86 .26 87 Method TR-55 SHEET FLOW n=.022 L=117' Comment Segment ID: P2=4.5 in s=.017 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 6.20 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 2.2 Data for upark TYPE II 24-HOUR RAINFALL= 6.20 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 2.25 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 . 01 .01 . 01 . 01 . 01 . 01 . 01 6.00 . 01 . 01 .01 . 01 .01 . 01 . 01 . 01 . 01 . 01 6.50 . 01 . 01 . 01 .01 .01 .01 . 01 . 01 .01 . 01 7.00 . 01 .01 . 01 .01 .01 . 01 .01 . 01 .01 .01 7.50 .01 . 01 . 01 . 01 . 01 .01 .01 .01 .01 . 01 8.00 . 01 .01 .02 .02 .02 .02 .02 .02 .02 .02 8.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .03 9.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 9.50 .03 .03 .03 .03 .03 .03 .03 .03 .04 .04 10.00 .04 .04 .04 .04 .04 .05 .05 .05 .05 .05 10.50 .05 .06 .06 .06 .06 .07 .07 .07 .07 .08 11.00 .08 .08 .09 . 10 . 10 . 11 . 12 . 12 . 13 . 14 11. 50 . 16 .27 .42 .58 .75 .95 1.36 1.86 2.24 1.59 12.00 .60 .30 .27 .25 .24 .22 .20 . 19 .17 . 15 12.50 . 14 . 13 . 12 . 12 . 12 . 11 . 11 . 11 . 10 . 10 13.00 .09 .09 .09 .09 .08 .08 .08 .08 .08 .07 13.50 .07 .07 .07 .07 .07 .06 .06 .06 .06 .06 14.00 .06 .06 .06 .06 .05 .05 .05 .05 .05 .05 14.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 15.00 .05 .05 .05 .04 .04 .04 .04 .04 .04 .04 15.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 16.00 .04 .04 .04 .03 .03 .03 .03 .03 .03 .03 16.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.50 .03 .03 .03 .03 .03 .03 .02 .02 .02 .02 19.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 .01 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Nov oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO SPRING LOOP PEAK= 2.76 CFS@ 11.89 HRS, VOLUME= .13 AF ACRES CN C= .86 .26 87 Method TR-55 SHEET FLOW n=.022 L=117' Comment Segment ID: P2=4 .5 in s=.017 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 2.2 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Nov 00 HydroCAD 5 .11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 2 .76 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0 .00 0 .00 0.00 0.00 0.00 0.00 0.00 2 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0 .00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0 .00 0 .00 0 .00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 .01 .01 . 01 .01 5.00 . 01 . 01 . 01 .01 .01 . 01 .01 .01 . 01 .01 5.50 .01 . 01 . 01 . 01 .01 .01 .01 .01 .01 .01 6.00 . 01 .01 . 01 . 01 .01 . 01 .01 .01 .0 1 . 01 6.50 . 01 .01 . 01 .01 . 01 . 01 .01 .01 .01 .02 7.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 8.00 .02 .02 .02 .02 .02 .02 .02 .03 .03 .03 8.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 9.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 9.50 .04 .04 .04 .04 .04 .04 .05 .05 .05 .05 10.00 .05 .05 .05 .06 .06 .06 .06 .06 .07 .07 10.50 .07 .07 .08 .08 .08 .09 .09 .09 . 10 . 10 11.00 . 10 . 11 . 12 . 13 . 13 . 14 . 15 . 16 .17 .17 11. 50 .20 .34 .53 .73 .94 1. 19 1. 68 2.29 2 .75 1.94 12.00 .74 .36 .33 . 31 .29 .27 .25 .23 .21 . 18 12.50 .17 . 16 . 15 . 15 . 14 . 14 . 13 . 13 . 12 . 12 13.00 . 11 . 11 . 11 . 11 . 10 . 10 . 10 . 10 .09 .09 13.50 .09 .09 .08 .08 .08 .08 .08 .07 .07 .07 14.00 .07 .07 .07 .07 .07 .07 .07 .06 .06 .06 14.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 15.00 .06 .06 .05 .05 .05 .05 .05 .05 .05 .05 15.50 .05 .05 .05 .05 .05 .05 .05 .05 .04 .04 16.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 16 .50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.50 .04 .04 .04 .04 .04 .03 .03 .03 .03 .03 18.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .03 .02 .02 20.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 .01 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO SPRING LOOP PEAK= 3.36 CFS@ 11.89 HRS, VOLUME= .16 AF ACRES CN C= .86 .26 87 Method TR-55 SHEET FLOW n=.022 L=117 ' Comment Segment ID: P2=4.5 in s=.017 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 2.2 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 3.36 CFS® 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 .01 . 01 .01 .01 .01 .01 .01 . 01 4.50 .01 . 01 . 01 . 01 .01 .01 .01 .01 .01 .01 5.00 .01 .01 . 01 . 01 . 01 . 01 .01 .01 .01 . 01 5.50 . 01 .01 .01 . 01 .01 .01 .01 .01 .02 .02 6.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 8.00 .03 .03 .03 .03 .03 .03 .03 .03 .04 .04 8.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .05 9.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 9.50 .05 .05 .05 .05 .06 .06 .06 .06 .06 .06 10.00 .07 .07 .07 .07 .07 .08 .08 .08 .08 .09 10.50 .09 .09 . 10 . 10 . 11 . 11 . 11 . 12 . 12 . 13 11.00 . 13 . 14 . 15 . 16 .17 . 18 . 19 .20 . 21 .22 11.50 .25 .42 .66 .90 1. 16 1.46 2.06 2.80 3.34 2.35 12.00 .89 .44 .40 .37 .35 .32 .30 .27 .25 .22 12.50 .20 . 19 . 18 . 18 .17 .17 . 16 . 15 . 15 . 14 13.00 . 14 . 13 . 13 . 13 . 12 . 12 . 12 . 11 . 11 . 11 13.50 . 11 . 10 . 10 . 10 . 10 .09 .09 .09 .09 .09 14.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 14.50 .08 .07 .07 .07 .07 .07 .07 .07 .07 .07 15.00 .07 .07 .07 .06 .06 .06 .06 .06 .06 .06 15.50 .06 .06 .06 .06 .06 .06 .05 .05 .05 .05 16.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 16.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 17.00 .05 .05 .05 .05 .04 .04 .04 .04 .04 .04 17.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21. 50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.50 .03 .03 .03 .03 .03 .03 .03 .02 .02 .02 24.00 .02 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO SPRING LOOP PEAK= 3.78 CFS@ 11.89 HRS, VOLUME= .18 AF ACRES CN C= .86 .26 87 Method TR-55 SHEET FLOW n=.022 L=117' Comment Segment ID: P2=4.5 in s=.017 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 2.2 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 3.78 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 .01 . 01 . 01 . 01 .01 . 01 . 01 4.00 .01 .01 .01 .01 . 01 . 01 .01 .01 . 01 . 01 4.50 I . 01 .01 . 01 . 01 . 01 . 01 .01 .01 .01 .01 5.00 . 01 .01 . 01 .01 . 01 . 01 .02 .02 .02 .02 5.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.50 .02 .02 .02 .02 .02 .03 .03 .03 .03 .03 7.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 8.00 .03 .03 .04 .04 .04 .04 .04 .04 .04 .04 8.50 .04 .05 .05 .05 .05 .05 .05 .05 .05 .05 9.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 9.50 .06 .06 .06 .06 .07 .07 .07 .07 .07 .07 10.00 I .08 .08 .08 .08 .09 .09 .09 . 10 . 10 . 10 10.50 . 10 . 11 . 11 . 12 . 12 . 13 . 13 . 14 . 14 . 15 11.00 . 15 . 16 .17 . 18 . 19 .20 .22 .23 .24 .25 11.50 .29 .48 .75 1.03 1.32 1. 66 2.33 3. 15 3.76 2.64 12.00 1.00 .49 .45 .42 .39 .36 .33 .31 .28 .25 12.50 .22 . 21 .20 .20 . 19 . 19 . 18 . 17 .17 . 16 13.00 . 15 . 15 . 15 . 14 . 14 . 14 . 13 .13 . 13 . 12 13.50 . 12 . 12 . 11 . 11 . 11 . 11 . 10 . 10 . 10 . 10 14.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .08 14.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 15.00 .08 .07 .07 .07 .07 .07 .07 .07 .07 .07 15.50 .07 .07 .06 .06 .06 .06 .06 .06 .06 .06 16.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .05 16.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 17.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 17.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.00 I .05 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.50 .04 .04 .04 .03 .03 .03 .03 .03 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 24.00 .02 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO SPRING LOOP PEAK= 4.28 CFS@ 11.89 HRS, VOLUME= .20 AF ACRES CN C= .86 .26 87 Method TR-55 SHEET FLOW n=.022 L=117 ' Comment Segment ID: P2=4.5 in s=.017 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 2.2 Data for upark TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 4.28 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 . 01 .01 . 01 .01 . 01 3.50 . 01 . 01 . 01 . 01 . 01 . 01 .01 .01 .01 . 01 4.00 . 01 . 01 .01 .01 . 01 . 01 .01 .01 .01 . 01 4.50 .01 . 01 .01 . 01 .01 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.50 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.00 : .02 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.50 : .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.00 : .03 .03 .03 .03 .03 .03 .04 .04 .04 .04 7.50 : .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 8.00 I .04 .04 .04 .04 .05 .05 .05 .05 .05 .05 8.50 .05 .05 .06 .06 .06 .06 .06 .06 .06 .06 9.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 9.50 .07 .07 .07 .07 .08 .08 .08 .08 .09 .09 10.00 .09 .09 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 12 10.50 . 12 . 13 . 13 . 14 .14 . 15 . 15 . 16 . 16 . 17 11. 00 .17 . 19 .20 . 21 .22 .24 .25 .26 .28 .29 11.50 .33 .56 .86 1. 18 1. 51 1.89 2.65 3.58 4.26 2.99 12.00 1. 13 .56 .50 .47 .44 . 41 .38 .35 .31 .28 12.50 : .25 .24 .23 .22 .22 . 21 .20 . 19 . 19 . 18 13.00 : .17 .17 . 16 . 16 . 16 . 15 . 15 . 14 . 14 . 14 13.50 : . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 11 . 11 . 11 14.00 : . 11 .10 . 10 . 10 . 10 .10 . 10 . 10 . 10 . 10 14.50 : .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 15.00 : .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 15.50 : .08 .07 .07 .07 .07 .07 .07 .07 .07 .07 16.00 : .07 .06 .06 .06 .06 .06 .06 .06 .06 .06 16.50 : .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 17 .00 : .06 .06 .06 .06 .06 .06 .06 .06 .06 .05 17 .50 : .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.50 .05 .05 .05 .05 .05 .05 .05 .05 .04 .04 19.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.00 .04 .04 .04 .04 .04 .04 .04 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 24.00 .02 Data for upark TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO HOTEL PEAK= 5.35 CFS@ 11.90 HRS, VOLUME= .24 AF ACRES CN C= .84 1. 02 84 Method TR-55 SHEET FLOW n=.02 L=249' Comment Segment ID: P2=4.5 in s=.028 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.50 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 3.0 Data for upark TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 5.35 CFS@ 11.90 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 7.00 .01 . 01 .01 . 01 .01 .01 . 01 .01 .01 .01 7.50 . 01 . 01 . 01 . 01 . 01 . 01 .01 .01 . 01 .01 8.00 . 01 .02 .02 .02 .02 .02 .02 .02 .02 .02 8.50 .02 .02 .03 .03 .03 .03 .03 .03 .03 .03 9.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 9.50 .04 .04 .05 .05 .05 .05 .05 .06 .06 .06 10.00 .06 .06 .07 .07 .07 .08 .08 .08 .09 .09 10.50 .09 . 10 . 10 . 11 . 11 . 12 . 12 . 13 . 14 . 14 11.00 . 15 . 16 . 17 . 19 .20 .21 .23 .24 .26 .27 11.50 .30 .49 .80 1. 15 1.55 2.01 2.89 4. 13 5.34 4.48 12.00 2.08 .88 .71 .66 .62 .58 .53 .49 .45 .40 12.50 .36 .34 .32 .32 . 31 .30 .29 .28 .27 .26 13.00 .25 .24 .23 .23 .22 .22 .21 .21 .20 .20 13.50 . 19 . 19 . 18 . 18 .17 .17 .17 . 16 . 16 . 15 14.00 . 15 . 15 . 15 . 14 . 14 . 14 . 14 . 14 .14 . 14 14.50 . 14 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 15.00 . 12 . 12 . 12 . 12 . 12 . 12 . 11 . 11 . 11 . 11 15.50 . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 16.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 16.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .08 17.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 17.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .07 18.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 18.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .06 19.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 19.50 .06 .06 .06 .06 .06 .06 .06 .06 .05 .05 20.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 24.00 .04 Data for upark TYPE II 24-HOUR RAINFALL= 6.20 IN Prepared by urban design group 17 Nov oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO HOTEL PEAK= 8.14 CFS@ 11.90 HRS, VOLUME= .37 AF ACRES CN C= .84 1. 02 84 Method TR-55 SHEET FLOW n=.02 L=249 ' Comment Segment ID: P2=4.5 in s=.028 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 6.20 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 3.0 Data for upark TYPE II 24-HOUR RAINFALL= 6.20 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 8.14 CFS@ 11.90 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 .01 5.50 I .01 .01 . 01 . 01 . 01 . 01 .01 . 01 .01 . 01 6.00 .01 . 01 . 01 . 01 .02 .02 .02 .02 .02 .02 6.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .03 7.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.50 .03 .03 .03 .04 .04 .04 .04 .04 .04 .04 8.00 .04 .04 .04 .05 .05 .05 .05 .05 .05 .06 8.50 .06 .06 .06 .06 .07 .07 .07 .07 .07 .08 9.00 .08 .08 .08 .08 .08 .08 .08 .09 .09 .09 9.50 .09 .09 .09 . 10 . 10 . 10 . 11 . 11 . 11 . 12 10.00 . 12 . 13 . 13 . 14 .14 . 15 . 15 . 16 . 16 . 17 10.50 .17 . 18 . 19 .20 . 21 .22 .23 .24 .25 .26 11.00 .27 .28 .31 .33 .35 .37 .40 .42 .45 .47 11. 50 .52 .83 1.34 1. 91 2.52 3.23 4.55 6.39 8. 13 6.73 12.00 3. 10 1 . 31 1.05 .98 . 91 .85 .79 .72 .66 .59 12.50 .53 .49 .48 .46 .45 .43 .42 .40 .39 .37 13.00 .36 .35 .34 .33 .33 .32 . 31 .30 .29 .29 13.50 .28 .27 .26 .26 .25 .25 .24 .24 .23 .22 14.00 .22 .22 .21 .21 .21 . 21 .21 .20 .20 .20 14.50 .20 .20 . 19 . 19 . 19 . 19 . 19 . 18 . 18 . 18 15.00 . 18 . 18 .17 . 17 .17 . 17 .17 . 16 . 16 . 16 15.50 I . 16 . 15 . 15 . 15 . 15 . 15 . 14 . 14 . 14 . 14 16.00 . 14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 16.50 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 17.00 . 12 . 12 . 12 . 12 . 12 . 12 .12 . 12 . 12 . 12 17.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 18.00 . 11 . 11 . 11 .10 . 10 . 10 . 10 . 10 . 10 . 10 18.50 . 10 . 10 . 10 . 10 . 10 . 10 . 10 .09 .09 .09 19.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 19.50 .09 .08 .08 .08 .08 .08 .08 .08 .08 .08 20.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 20.50 .08 .08 .08 .08 .08 .08 .08 .08 .07 .07 21.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 21.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 22.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 22.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 23.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 23.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 24.00 .05 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO HOTEL PEAK= 10.10 CFS@ 11.90 HRS , VOLUME= .47 AF ACRES CN C= .84 1. 02 84 Method TR-55 SHEET FLOW n=.02 L=249 ' Comment Segment ID: P2=4.5 in s=.028 '/' SCS TR-20 METHOD TYPE II 24 -HOUR RAINFALL= 7 .40 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 3 .0 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 10.10 CFS@ 11.90 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 .01 .01 . 01 . 01 . 01 .01 5.00 .01 .01 .01 . 01 .01 .01 . 01 .02 .02 .02 5.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.50 .03 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.00 .04 .04 .05 .05 .05 .05 .05 .05 .05 .05 7.50 I .05 .05 .05 .06 .06 .06 .06 .06 .06 .06 8.00 .06 .06 .07 .07 .07 .07 .08 .08 .08 .08 8.50 .09 .09 .09 .09 . 10 . 10 . 10 . 10 . 11 . 11 9.00 . 11 . 11 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 9.50 . 12 . 13 . 13 . 14 .14 . 14 . 15 . 15 . 16 . 16 10.00 .17 .17 . 18 . 19 . 19 .20 .21 .21 .22 .23 10.50 .24 .25 .26 .27 .28 .29 . 31 .32 .33 .34 11.00 .36 .38 .40 .43 .46 .49 .52 .55 .58 . 61 11.50 .68 1.08 1. 73 2.46 3.23 4.10 5.74 8.00 10. 10 8.31 12.00 3.82 1. 61 1. 29 1. 20 1. 12 1.04 .96 .88 .81 .73 12.50 .65 . 61 .58 .57 .55 .53 . 51 .49 .48 .46 13.00 .44 .43 .42 .41 .40 .39 .38 .37 .36 .35 13.50 .34 .33 .32 .32 .31 .30 .30 .29 .28 .27 14.00 .27 .26 .26 .26 .26 .25 .25 .25 .25 .24 14.50 .24 .24 .24 .23 .23 .23 .23 .22 .22 .22 15.00 .22 . 21 . 21 .21 . 21 .20 .20 .20 .20 . 19 15.50 . 19 . 19 . 19 . 18 . 18 . 18 . 18 .17 . 17 . 17 16.00 .17 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 16.50 . 16 . 16 . 16 . 15 . 15 . 15 . 15 . 15 . 15 . 15 17.00 . 15 . 15 . 15 . 15 . 14 . 14 . 14 . 14 . 14 . 14 17.50 . 14 . 14 . 14 . 14 . 14 . 13 . 13 . 13 . 13 . 13 18.00 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 18.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 11 . 11 19.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 10 19.50 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 20.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 20.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 21.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 21. 50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 22.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 22.50 .09 .09 .08 .08 .08 .08 .08 .08 .08 .08 23.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 23.50 I .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 24.00 : .06 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 App li ed Microcomputer Systems SUBCATCHMENT 1 DV TO HOTEL PEAK= 12.38 CFS@ 11.90 HRS, VOLUME= .58 AF ACRES CN C= .84 1 .02 84 Method TR-55 SHEET FLOW n=.02 L=249 ' Comment Segment ID: P2=4.5 in s=.028 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 3.0 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 12.38 CFS@ 11.90 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 . 01 . 01 . 01 .01 .01 .01 . 01 . 01 .01 .01 4.50 . 01 .01 .02 .02 .02 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .03 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .04 .04 .04 .04 .04 .04 .04 6.00 .04 .04 .05 .05 .05 .05 .05 .05 .05 .05 6.50 .05 .06 .06 .06 .06 .06 .06 .06 .06 .06 7.00 .07 .07 .07 .07 .07 .07 .07 .07 .08 .08 7.50 .08 .08 .08 .08 .08 .08 .09 .09 .09 .09 8.00 .09 .09 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 12 8.50 . 12 . 12 . 13 . 13 . 13 . 14 . 14 . 14 . 15 . 15 9.00 . 16 . 16 . 16 . 16 . 16 . 16 . 16 .17 .17 .17 9.50 I .17 .17 . 18 . 18 . 19 . 19 .20 .21 . 21 .22 10.00 .22 .23 .24 .25 .26 .27 .27 .28 .29 .30 10.50 . 31 .32 .34 .35 .37 .38 .40 .41 .43 .45 11. 00 .46 .49 .52 .56 .60 .63 .67 . 71 .75 .78 11. 50 .86 1.37 2.20 3. 10 4.05 5. 12 7. 13 9.87 12.38 10. 14 12.00 4.65 1.96 1.57 1.46 1.36 1. 27 1.17 1 .07 .98 .88 12.50 .79 .73 .71 .69 .66 .64 .62 .60 .58 .55 13.00 .53 .52 .50 .49 .48 .47 .46 .45 .43 .42 13.50 . 41 .40 .39 .38 .37 .37 .36 .35 .34 .33 14.00 .32 .32 . 31 .31 .31 .31 .30 .30 .30 .29 14.50 .29 .29 .28 .28 .28 .28 .27 .27 .27 .26 15.00 .26 .26 .25 .25 .25 .25 .24 .24 .24 .23 15.50 .23 .23 .22 .22 .22 .22 . 21 . 21 . 21 .20 16.00 .20 .20 .20 .20 .20 . 19 . 19 . 19 . 19 . 19 16.50 .19 . 19 . 19 . 19 . 18 . 18 . 18 . 18 . 18 . 18 17.00 . 18 .18 . 18 . 18 . 17 .17 .17 .17 .17 .17 17.50 .17 .17 . 17 . 16 . 16 . 16 . 16 . 16 . 16 . 16 18.00 . 16 . 16 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 18.50 . 15 . 15 . 14 . 14 . 14 . 14 .14 . 14 . 14 . 14 19.00 . 14 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 19.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 11 20.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 20.50 I . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 21.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 21.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 22.00 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 22.50 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 23.00 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 23.50 . 10 . 10 . 10 . 10 . 10 . 10 . 10 .10 . 10 . 10 24.00 .08 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO HOTEL PEAK= 14.00 CFS@ 11.90 HRS, VOLUME= .67 AF ACRES CN C= .84 1 .02 84 Method TR-55 SHEET FLOW n=.02 L=249' Comment Segment ID: P2=4.5 in s=.028 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 3.0 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Nov 00 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 14.00 CFS@ 11.90 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 .01 . 01 . 01 . 01 .01 .01 .01 4.00 . 01 . 01 . 01 .01 .02 .02 .02 .02 .02 .02 4.50 .02 .02 .02 .03 .03 .03 .03 .03 .03 .03 5.00 .03 .03 .04 .04 .04 .04 .04 .04 .04 .04 5.50 .04 .05 .05 .05 .05 .05 .05 .05 .05 .06 6.00 .06 .06 .06 .06 .06 .06 .06 .07 .07 .07 6.50 I .07 .07 .07 .07 .08 .08 .08 .08 .08 .08 7.00 .08 .08 .09 .09 .09 .09 .09 .09 .09 . 10 7.50 . 10 . 10 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 11 8.00 . 11 . 11 . 12 . 12 . 12 . 13 . 13 . 13 .14 . 14 8.50 . 15 . 15 . 15 . 16 . 16 .17 .17 .17 . 18 . 18 9.00 . 19 . 19 . 19 . 19 . 19 .20 .20 .20 .20 .20 9.50 .20 . 21 .21 .22 .23 .23 .24 .25 .25 .26 10.00 .27 .27 .28 .29 .30 .31 .32 .33 .35 .36 10.50 .37 .38 .40 . 41 .43 .45 .47 .48 .50 .52 11.00 .54 .57 . 61 .65 .69 .73 .78 .82 .86 . 91 11. 50 1.00 1.58 2.53 3.56 4.64 5.85 8. 11 11.20 14.00 11. 45 12.00 5.24 2.20 1. 77 1.64 1.53 1.42 1.32 1. 21 1. 10 .99 12.50 .89 .83 .80 . 77 .75 .72 .70 .67 .65 .62 13.00 .60 .58 .57 .55 .54 .53 .51 .50 .49 .47 13.50 .46 .45 .44 .43 .42 . 41 .40 .39 .38 .37 14.00 .36 .36 .35 .35 .35 .34 .34 .34 .33 .33 14.50 .33 .32 .32 .32 .31 .31 . 31 .30 .30 .30 15.00 .29 .29 .29 .28 .28 .28 .27 .27 .27 .26 15.50 .26 .26 .25 .25 .25 .24 .24 .24 .23 .23 16.00 .23 .22 .22 .22 .22 .22 .22 .22 . 21 .21 16.50 . 21 . 21 .21 .21 .21 .21 .20 .20 .20 .20 17.00 .20 .20 .20 .20 .20 . 19 . 19 .19 . 19 . 19 17.50 . 19 . 19 . 19 . 18 . 18 . 18 . 18 . 18 . 18 . 18 18.00 . 18 .17 .17 .17 .17 .17 .17 .17 .17 .17 18.50 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 15 . 15 19.00 . 15 . 15 . 15 . 15 . 15 . 15 . 14 . 14 . 14 . 14 19.50 . 14 . 14 . 14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 20.00 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 12 20.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 21.00 . 12 . 12 . 12 . 12 . 12 . 12 .12 .12 . 12 . 12 21.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 22.00 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 22.50 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 23.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 23.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 24.00 .09 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 17 Nov 00 HydroCAD 5 .11 001705 (c) 1986-1999 Appl i ed Microcomputer Systems SUBCATCHMENT 1 DV TO HOTEL PEAK= 15.94 CFS@ 11.90 HRS, VOLUME= .77 AF ACRES CN C= .84 1. 02 84 Method TR-55 SHEET FLOW n=.02 L=249' Comment Segment ID: P2=4.5 i n s=.028 '/' SCS TR -20 METHOD TYPE II 24-HOUR RAINFALL=11 .00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 3.0 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 15.94 CFS@ 11.90 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 . 01 . 01 . 01 3.50 .01 . 01 . 01 .01 .01 .02 .02 .02 .02 .02 4.00 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 4.50 .03 .03 .04 .04 .04 .04 .04 .04 .04 .05 5.00 .05 .05 .05 .05 .05 .05 .06 .06 .06 .06 5.50 .06 .06 .06 .06 .07 .07 .07 .07 .07 .07 6.00 .08 .08 .08 .08 .08 .08 .08 .09 .09 .09 6.50 .09 .09 .09 .09 . 10 . 10 . 10 . 10 . 10 . 10 7.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 12 . 12 . 12 7.50 . 12 . 12 . 12 . 13 . 13 . 13 . 13 . 13 . 13 . 13 8.00 . 14 . 14 . 14 . 15 . 15 . 16 . 16 .17 .17 . 17 8.50 . 18 . 18 . 19 .19 .20 .20 .21 .21 .22 .22 9.00 : .23 .23 .23 .23 .23 .24 .24 .24 .24 .24 9.50 : .24 .25 .25 .26 .27 .28 .28 .29 .30 .31 10.00 : .32 .33 .34 .35 .36 .37 .38 .40 . 41 .42 10.50 : .43 .45 .47 .49 . 51 .53 .55 .57 .59 . 61 11.00 : .63 .67 . 71 .76 . 81 .86 . 91 .95 1.00 1.06 11. 50 1. 16 1.83 2.93 4. 12 5.35 6.73 9.30 12.79 15.94 13.00 12.00 5.95 2.50 2.00 1.86 1. 73 1. 61 1.49 1. 37 1.24 1. 12 12.50 1.00 .93 .90 .87 .85 .82 .79 .76 .73 . 71 13.00 .68 .66 .64 .63 . 61 .60 .58 .57 .55 .54 13.50 .52 .51 .50 .49 .47 .46 .45 .44 .43 .42 14.00 .41 .40 .40 .40 .39 .39 .38 .38 .38 .37 14.50 .37 .36 .36 .36 .35 .35 .35 .34 .34 .33 15.00 .33 .33 .32 .32 .32 .31 . 31 .30 .30 .30 15.50 .29 .29 .28 .28 .28 .27 .27 .27 .26 .26 16.00 .25 .25 .25 .25 .25 .25 .25 .24 .24 .24 16.50 .24 .24 .24 .24 .23 .23 .23 .23 .23 .23 17.00 .23 .22 .22 .22 .22 .22 .22 .22 .22 .21 17.50 .21 . 21 .21 . 21 . 21 .21 .20 .20 .20 .20 18.00 .20 .20 .20 . 19 . 19 . 19 . 19 . 19 . 19 . 19 18.50 . 19 . 18 . 18 . 18 . 18 . 18 . 18 . 18 .17 .17 19.00 .17 .17 .17 .17 .17 . 16 . 16 . 16 . 16 . 16 19.50 . 16 . 16 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 20.00 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 20.50 . 14 . 14 .14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 21.00 . 14 . 14 . 14 . 14 . 14 . 14 .14 .14 . 14 . 14 21.50 . 14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 22.00 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 22.50 : . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 23.00 : . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 23.50 : . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 24.00 : . 10 Data for upark TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO UNIVERSITY PEAK= .86 CFS@ 11.89 HRS, VOLUME= .04 AF ACRES CN C= .82 .16 83 Method TR-55 SHEET FLOW n=.024 L=115' Comment Segment ID: P2=4.5 in s=.047 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.50 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.5 Data for upark TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 Cc) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= .86 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.00 0.00 0.00 . 01 .01 .01 .01 .01 . 01 .01 . 01 9.50 .01 .01 . 01 .01 . 01 . 01 .01 . 01 . 01 .01 10.00 .01 . 01 . 01 .01 . 01 . 01 .01 . 01 .01 . 01 10.50 .01 . 01 .02 .02 .02 .02 .02 .02 .02 .02 11.00 .02 .02 .03 .03 .03 .03 .03 .04 .04 .04 11. 50 .05 .09 . 14 .20 .26 .35 .52 .72 .85 .53 12.00 .17 . 11 . 10 . 10 .09 .09 .08 .07 .07 .06 12.50 .05 .05 .05 .05 .05 .04 .04 .04 .04 .04 13.00 .04 .04 .04 .03 .03 .03 .03 .03 .03 .03 13.50 .03 .03 .03 .03 .03 .03 .03 .02 .02 .02 14.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 14.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 15.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 15.50 .02 .02 .02 .02 .02 .02 .02 .02 . 01 . 01 16.00 .01 .01 . 01 . 01 . 01 . 01 .01 .01 . 01 .01 16. 50 .01 .01 . 01 . 01 .01 . 01 .01 .01 .01 . 01 17.00 .01 .01 . 01 . 01 . 01 . 01 .01 .01 . 01 . 01 17.50 . 01 . 01 . 01 .01 . 01 . 01 .01 . 01 . 01 . 01 18.00 . 01 . 01 . 01 .01 . 01 . 01 .01 .01 .01 .01 18.50 .01 . 01 . 01 . 01 .01 .01 . 01 . 01 .01 . 01 19.00 . 01 .01 .01 .01 . 01 . 01 .01 . 01 .01 .01 19.50 .01 .01 . 01 . 01 . 01 . 01 . 01 .01 .01 . 01 20.00 .01 .01 .01 . 01 . 01 . 01 .01 .01 .01 . 01 20.50 . 01 . 01 .01 . 01 .01 . 01 . 01 . 01 .01 .01 21.00 . 01 . 01 .01 . 01 .01 .01 . 01 . 01 .01 . 01 21.50 . 01 . 01 . 01 .01 . 01 . 01 . 01 .01 .01 .01 22.00 . 01 .01 . 01 . 01 .01 . 01 .01 .01 .01 .01 22.50 .01 .01 . 01 . 01 .01 .01 . 01 . 01 .01 . 01 23.00 .01 .01 . 01 . 01 .01 .01 . 01 . 01 .01 . 01 23.50 .01 .01 . 01 . 01 .01 . 01 . 01 .01 .01 . 01 24.00 0.00 Data for upark TYPE II 24-HOUR RAINFALL= 6.20 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 1.31 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.50 0.00 0.00 0.00 0.00 .01 . 01 .01 . 01 . 01 .01 8.00 .01 . 01 . 01 . 01 .01 . 01 . 01 .01 . 01 . 01 8.50 . 01 . 01 . 01 .01 . 01 .01 .01 .01 . 01 . 01 9.00 . 01 . 01 . 01 .01 . 01 . 01 .01 .01 .01 .01 9.50 . 01 . 01 . 01 .01 . 01 .02 .02 .02 .02 .02 10.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .03 10.50 .03 .03 .03 .03 .03 .03 .03 .04 .04 .04 11.00 .04 .04 .05 .05 .05 .06 .06 .06 .07 .07 11. 50 .09 . 16 .24 .33 .43 .56 .82 1. 12 1. 29 .80 12.00 .26 .17 . 16 . 15 . 14 . 13 . 12 . 11 . 10 .09 12.50 .08 .08 .07 .07 .07 .07 .06 .06 .06 .06 13.00 .05 .05 .05 .05 .05 .05 .05 .05 .04 .04 13.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .03 14.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 14.50 I .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 15.00 .03 .03 .03 .03 .03 .03 .03 .03 .02 .02 15.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 16.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 16.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 17.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 17.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.50 .02 .02 .02 .02 .02 .01 .01 .01 .01 .01 19.00 I .01 .01 . 01 .01 . 01 . 01 . 01 .01 . 01 . 01 19.50 .01 .01 . 01 . 01 . 01 . 01 .01 .01 .01 .01 20.00 .01 .01 .01 . 01 . 01 . 01 .01 .01 .01 . 01 20.50 . 01 . 01 . 01 .01 . 01 . 01 .01 . 01 .01 .01 21.00 . 01 . 01 . 01 .01 . 01 . 01 .01 .01 .01 .01 21.50 . 01 .01 . 01 . 01 . 01 .01 .01 .01 .01 . 01 22.00 . 01 . 01 . 01 . 01 . 01 . 01 . 01 .01 .01 .01 22.50 .01 . 01 .01 . 01 .01 .01 .01 .01 . 01 . 01 23.00 . 01 .01 . 01 .01 .01 . 01 .01 .01 . 01 . 01 23.50 .01 .01 .01 . 01 . 01 .01 .01 . 01 . 01 .01 24.00 0.00 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 2.58 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 .01 .01 .01 .01 . 01 . 01 .01 5.00 . 01 . 01 . 01 .01 . 01 .01 . 01 . 01 . 01 .01 5.50 . 01 . 01 .01 .01 .01 .01 .01 .01 . 01 . 01 6.00 . 01 . 01 . 01 .01 .01 . 01 . 01 . 01 . 01 .01 6.50 .01 .01 .01 .01 . 01 .01 . 01 . 01 .02 .02 7.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 8.00 .02 .02 .02 .02 .02 .02 .02 .02 .03 .03 8.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 9.00 .03 .03 .03 .04 .04 .04 .04 .04 .04 .04 9.50 .04 .04 .04 .04 .04 .04 .04 .04 .05 .05 10.00 I .05 .05 .05 .05 .06 .06 .06 .06 .06 .06 10.50 : .07 .07 .07 .08 .08 .08 .08 .09 .09 .09 11.00 : . 10 . 11 . 11 . 12 . 13 . 13 .14 . 15 . 16 .17 11. 50 : .20 .35 .53 .72 .92 1.17 1.68 2.25 2.54 1.54 12.00 : .50 .32 .30 .28 .26 .24 .22 .20 . 19 .17 12.50 : . 15 . 14 . 14 . 13 . 13 . 13 . 12 . 12 . 11 . 11 13.00 . 10 . 10 . 10 . 10 .09 .09 .09 .09 .08 .08 13.50 .08 .08 .08 .08 .07 .07 .07 .07 .07 .06 14.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 14.50 .06 .06 .06 .06 .05 .05 .05 .05 .05 .05 15.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 15.50 .05 .04 .04 .04 .04 .04 .04 .04 .04 .04 16.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 16. 50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.00 .04 .04 .03 .03 .03 .03 .03 .03 .03 .03 17.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .02 .02 19.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 .01 Data for upark TYPE II 24-HOUR RAINFALL = 7.40 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO UNIVERSITY PEAK= 1.63 CFS@ 11.89 HRS, VOLUME = .07 AF ACRES CN C= .82 . 16 83 Method TR-55 SHEET FLOW n=.024 L=115' Comment Segment ID : P2=4.5 in s=.047 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN SPAN= 0-24 HRS, dt =.05 HRS Tc (min) 1.5 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 1.63 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 : 0.00 0.00 0.00 .01 . 01 . 01 .01 . 01 .01 .01 7.00 : . 01 . 01 . 01 .01 . 01 .01 .01 . 01 .01 . 01 7.50 : .01 .01 .01 . 01 . 01 . 01 .01 .01 .01 . 01 8.00 : .01 .01 .01 . 01 .01 . 01 .01 .01 .01 .01 8.50 : . 01 . 01 . 01 . 01 . 01 . 01 .01 .02 .02 .02 9.00 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 9.50 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 10.00 : .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 10.50 : .04 .04 .04 .04 .04 .04 .05 .05 .05 .05 11. 00 : .05 .06 .06 .07 .07 .08 .08 .09 .09 . 10 11. 50 : . 12 .21 . 31 .43 .55 . 71 1.03 1.40 1. 60 .98 12.00 I .32 .20 . 19 . 18 .17 . 16 . 14 . 13 . 12 . 11 12.50 . 10 .09 .09 .09 .08 .08 .08 .08 .07 .07 13.00 .07 .07 .06 .06 .06 .06 .06 .06 .05 .05 13.50 .05 .05 .05 .05 .05 .05 .05 .04 .04 .04 14.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 14.50 .04 .04 .04 .04 .04 .04 .03 .03 .03 .03 15.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 15.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 16.00 .03 .03 .03 .03 .03 .03 .02 .02 .02 .02 16.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 17.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 17.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.50 .02 .02 .02 .02 .02 .02 .02 .02 . 01 . 01 20.00 . 01 . 01 . 01 .01 . 01 .01 .01 .01 .01 . 01 20.50 .01 .01 .01 . 01 .01 .01 .01 . 01 .01 . 01 21.00 .01 . 01 .01 .01 .01 .01 . 01 . 01 . 01 . 01 21 .50 .01 .01 . 01 .01 . 01 . 01 .01 .01 . 01 . 01 22.00 .01 .01 . 01 .01 . 01 .01 .01 .01 . 01 .01 22.50 .01 .01 . 01 .01 .01 .01 . 01 . 01 . 01 . 01 23.00 . 01 . 01 .01 . 01 . 01 .01 .01 . 01 . 01 .01 23.50 . 01 . 01 .01 .01 . 01 . 01 . 01 .01 . 01 .01 24.00 . 01 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO UNIVERSITY PEAK= 2.00 CFS@ 11.89 HRS, VOLUME= .09 AF ACRES CN C= .82 .16 83 Method TR-55 SHEET FLOW n=.024 L=115' Comment Segment ID: P2=4.5 in s=.047 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.5 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 2.00 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 .01 . 01 . 01 . 01 .01 .01 6.00 .01 . 01 .01 .01 .01 . 01 .01 .01 .01 .01 6.50 . 01 . 01 . 01 . 01 . 01 . 01 .01 .01 .01 .01 7.00 . 01 .01 . 01 .01 . 01 . 01 . 01 .01 .01 .01 7.50 I . 01 .01 . 01 . 01 . 01 .01 .01 .01 .01 .01 8.00 . 01 .01 .01 .01 . 01 .02 .02 .02 .02 .02 8.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 9.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .03 9.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 10.00 .03 .04 .04 .04 .04 .04 .04 .04 .04 .05 10.50 .05 .05 .05 .05 .06 .06 .06 .06 .07 .07 11.00 .07 .08 .08 .09 .09 . 10 . 10 . 11 . 12 . 12 11.50 . 15 .26 .40 .54 .69 .89 1.29 1. 73 1.97 1.20 12.00 .39 .25 .23 .22 .20 . 19 . 18 . 16 . 15 . 13 12.50 . 12 . 11 . 11 . 11 . 10 . 10 . 10 .09 .09 .08 13.00 .08 .08 .08 .08 .07 .07 .07 .07 .07 .06 13.50 .06 .06 .06 .06 .06 .06 .05 .05 .05 .05 14.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 14.50 .05 .04 .04 .04 .04 .04 .04 .04 .04 .04 15.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 15.50 .04 .04 .03 .03 .03 .03 .03 .03 .03 .03 16.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 16.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.50 .03 .03 .03 .03 .03 .03 .03 .02 .02 .02 18.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21 .00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 . 01 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Nov oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO UNIVERSITY PEAK= 2.27 CFS@ 11.89 HRS, VOLUME= .10 AF ACRES CN C= .82 .16 83 Method TR-55 SHEET FLOW n=.024 L=115' Comment Segment ID: P2=4.5 in s=.047 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1. 5 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 2.27 CFS@ 11.89 HOURS HOUR 0.00 .05 .10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 .01 . 01 . 01 .01 .01 . 01 5.50 .01 .01 .01 . 01 . 01 .01 . 01 . 01 .01 .01 6.00 .01 .01 .01 .01 .01 .01 . 01 . 01 .01 . 01 6.50 . 01 .01 . 01 . 01 . 01 .01 . 01 .01 .01 .01 7.00 . 01 . 01 .01 . 01 . 01 . 01 . 01 . 01 .01 . 01 7.50 . 01 . 01 . 01 .01 .02 .02 .02 .02 .02 .02 8.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 8.50 .02 .02 .02 .02 .02 .02 .03 .03 .03 .03 9.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 9.50 .03 .03 .03 .03 .03 .04 .04 .04 .04 .04 10.00 .04 .04 .04 .05 .05 .05 .05 .05 .05 .05 10.50 .06 .06 .06 .06 .07 .07 .07 .07 .08 .08 11. 00 .08 .09 . 10 . 10 . 11 . 12 . 12 . 13 . 14 . 14 11.50 . 17 .30 .46 .62 .79 1.02 1.46 1.97 2.23 1.36 12.00 .44 .28 .26 .25 .23 . 21 .20 . 18 . 16 . 15 12.50 . 13 . 13 . 12 . 12 . 11 . 11 . 11 . 10 . 10 . 10 13.00 .09 .09 .09 .09 .08 .08 .08 .08 .07 .07 13.50 .07 .07 .07 .07 .06 .06 .06 .06 .06 .06 14.00 .06 .06 .05 .05 .05 .05 .05 .05 .05 .05 14.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 15.00 .05 .04 .04 .04 .04 .04 .04 .04 .04 .04 15.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 16.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 16.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.50 .03 .03 .03 .02 .02 .02 .02 .02 .02 .02 19.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.00 I .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50 .02 .02 .02 . Ot' .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 .01 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 17 Nov oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV TO UNIVERSITY PEAK= 2.58 CFS@ 11.89 HRS, VOLUME= .12 AF ACRES CN C= .82 .16 83 Method TR-55 SHEET FLOW n=.024 L=115' Comment Segment ID: P2=4.5 in s=.047 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.5 HYDRAULIC COMPUTATIONS Data for test TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 MAIN POND Qin= 8.92 CFS@ 11.90 HRS, VOLUME= .54 AF Qout= 1.43 CFS@ 12.27 HRS, VOLUME= .54 AF, ATTEN= 84%, LAG= 21.9 MIN ELEVATION (FT) 296.2 296.5 297.4 297.5 298.0 298.5 299.0 300.0 301.0 302.0 302.3 302.8 CUM.STOR (CF) 0 119 1876 2222 3798 6951 10105 13258 16412 19565 20511 22087 # ROUTE INVERT OUTLET DEVICES 1 p 296.2' 2 p 299.0' 3 p 301.0' 6" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) 6" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) 10" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) STOR-IND METHOD PEAK STORAGE = 8364 CF PEAK ELEVATION= 298.7 FT FLOOD ELEVATION= J.0.t-:1i' FT START ELEVATION= 296.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 47 MIN (.54 AF) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) Data for test TYPE II 24-HOUR RAINFALL= 4.50 IN Prepared by urban design group 20 Nov 00 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 TOTAL OUTFLOW PEAK= 1.43 CFS@ 12.27 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 . 01 .01 . 01 . 01 .01 .01 . 01 3.00 . 01 .01 .01 . 01 .01 . 01 . 01 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .04 4.50 .04 .04 .04 .04 .04 .04 .04 .04 .05 .05 5.00 .05 .05 .05 .05 .05 .05 .05 .05 .06 .06 5.50 .06 .06 .06 .06 .06 .06 .06 .06 .07 .07 6.00 .07 .07 .07 .07 .07 .07 .07 .07 .08 .08 6.50 .08 .08 .08 .08 .08 .08 .08 .09 .09 .09 7.00 .09 .09 .09 .09 .09 .09 .09 . 10 . 10 . 10 7.50 .10 . 10 .10 . 10 . 10 . 10 . 11 . 11 . 11 . 11 8.00 . 11 . 11 . 11 . 11 . 12 . 12 . 12 . 13 . 13 . 13 8.50 . 13 . 14 . 14 . 14 . 15 . 15 . 16 . 16 . 16 .17 9.00 .17 .17 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 9.50 . 19 . 19 . 19 . 19 .20 .20 .20 .21 .21 .22 10.00 .22 .23 .23 .23 .24 .24 .24 .25 .25 .26 10.50 .27 .27 .28 .29 .29 .30 . 31 .32 .33 .34 11. 00 .36 .37 .38 .39 . 41 .42 .44 .46 .48 .50 11. 50 .52 .55 . 61 .70 .81 .93 1.03 1 . 16 1.24 1. 31 12.00 1.36 1.39 1 . 41 1.42 1.42 1.42 1.42 1.42 1.42 1.42 12.50 1.41 1. 41 1 .40 1. 39 1.39 1.38 1.37 1.36 1.36 1. 35 13.00 1.34 1.33 1.32 1.32 1. 31 1. 30 1.29 1.28 1.27 1. 26 13.50 1.25 1.25 1. 24 1. 23 1. 22 1. 21 1. 20 1. 19 1. 18 1. 16 14.00 1. 15 1 . 13 1 . 11 1.09 1.07 1.05 1.03 1. 01 .99 .97 14.50 .96 .94 .92 .89 .87 .84 . 81 .78 .75 .72 15.00 .69 .67 .64 . 61 .59 .56 .53 .51 .49 .46 15.50 .44 .42 .39 .38 .36 .34 .32 .30 .29 .28 16.00 .27 .26 .25 .24 .23 .21 . 19 . 18 .17 . 17 16.50 .17 . 17 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 17.00 . 16 . 16 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 17.50 . 15 . 15 . 15 . 14 . 14 . 14 . 14 . 14 .14 . 14 18.00 . 14 . 14 . 14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 18.50 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 12 . 12 19.00 . 12 . 12 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 11 19.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 10 . 10 . 10 20.00 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 20.50 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 .09 .09 21.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 21.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 22.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 22.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 23.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 23.50 .09 .09 .08 .08 .08 .08 .08 .08 .08 .08 24.00 .08 Data for test TYPE II 24-HOUR RAINFALL= 6.20 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 MAIN POND Qin= 11.77 CFS@ 11 .90 HRS, VOLUME= .78 AF Qout= 2.29 CFS@ 12.25 HRS, VOLUME= .78 AF , ATTEN= 81%, LAG= 20.7 MIN ELEVATION (FT) 296.2 296 .5 297 .4 297.5 298.0 298.5 299 .0 300.0 301 .0 302 .0 302.3 302.8 # ROUTE 1 p 2 p 3 p CUM.STOA (CF) 0 119 1876 2222 3798 6951 10105 13258 16412 19565 20511 22087 INVERT 296.2' 6" OUTLET DEVICES ORIFICE/GRATE Q=.6 PI r-2 SQR(2g) 299.0 ' 6" ORIFICE/GRATE Q=.6 PI r-2 SQR(2g) 301.0 ' 10" ORIFICE/GRATE Q=.6 PI r -2 SQR(2g) SQR(H-r) SQR(H-r) SQR(H-r) STOR-IND METHOD PEAK STORAGE = 12162 CF PEAK ELEVATION= 299.7 FT FLOOD ELEVATION= J.e.4:70 FT START ELEVATION= 296.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 56.7 MIN (.77 AF) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) Data for test TYPE II 24-HOUR RAINFALL= 6.20 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 TOTAL OUTFLOW PEAK= 2.29 CFS @ 12.25 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 2.00 : .01 .01 . 01 . 01 .01 .01 . 01 .01 .02 .02 2.50 : .02 .02 .02 .02 .02 .02 .03 .03 .03 .03 3.00 : .03 .03 .04 .04 .04 .04 .04 .04 .05 .05 3.50 : .05 .05 .05 .05 .05 .05 .06 .06 .06 .06 4.00 .06 .06 .06 .06 .07 .07 .07 .07 .07 .07 4.50 .07 .07 .08 .08 .08 .08 .08 .08 .08 .09 5.00 .09 .09 .09 .09 .09 .09 . 10 . 10 . 10 . 10 5.50 . 10 . 10 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 12 6.00 . 12 . 12 . 12 . 12 . 12 . 12 . 13 . 13 . 13 . 13 6.50 . 13 . 13 . 13 . 14 . 14 . 14 . 14 . 14 . 14 . 14 7.00 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 16 . 16 . 16 7.50 . 16 . 16 . 16 . 16 .17 .17 .17 .17 .17 . 17 8.00 . 17 . 18 . 18 . 18 . 18 . 19 . 19 .20 .20 . 21 8.50 . 21 .22 .22 .23 .23 .23 .23 .23 .24 .24 9.00 .24 .25 .25 .25 .26 .26 .26 .26 .27 .27 9.50 .27 .27 .27 .28 .28 .28 .29 .29 .30 .30 10.00 . 31 .31 .32 .33 .33 .34 .35 .36 .37 .37 10.50 .38 .39 .40 .41 .42 .43 .45 .46 .47 .49 11. 00 .50 .51 .53 .54 .56 .58 .60 .62 .65 .67 11. 50 .70 .74 . 81 .91 .99 1. 09 1.20 1. 28 1. 37 1.46 12.00 1.57 1. 95 2. 17 2.25 2.28 2.29 2.28 2.26 2.22 2.17 12.50 2.11 2.04 1.96 1.87 1. 79 1. 72 1. 65 1. 60 1. 56 1.53 13.00 1. 51 1.50 1.49 1 .49 1 .48 1.47 1.46 1.45 1 .45 1.44 13.50 1.43 1 .42 1. 41 1. 41 1.40 1. 39 1.38 1.37 1. 36 1.35 14.00 1.34 1.34 1.33 1.32 1. 31 1.30 1.29 1.28 1. 27 1.26 14.50 1. 25 1.24 1. 24 1.23 1.22 1 . 21 1. 20 1 . 19 1. 18 1. 16 15.00 1. 15 1. 13 1. 11 1.09 1.07 1.05 1.04 1.02 1.00 .98 15.50 .96 .95 .93 .91 .88 .85 .82 .80 . 77 .74 16.00 t . 71 .69 .66 .63 . 61 .58 .56 .54 .51 .49 16.50 .47 .45 .42 .41 .39 .37 .36 .34 .33 . 31 17.00 .30 .29 .28 .27 .27 .26 .25 .25 .24 .24 17.50 .24 .23 .22 .21 . 21 .20 .20 .20 . 19 . 19 18.00 . 19 . 19 . 19 . 19 . 19 . 19 . 18 . 18 . 18 . 18 18.50 . 18 . 18 . 18 .17 .17 .17 .17 .17 .17 .17 19.00 .17 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 15 19.50 . 15 . 15 . 15 . 15 . 15 . 15 . 14 . 14 . 14 . 14 20.00 . 14 . 14 . 14 . 14 . 14 . 14 . 13 . 13 . 13 . 13 20.50 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 21.00 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 21. 50 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 22.00 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 12 .12 22.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 23.00 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 23.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 24.00 . 11 Data for test TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 MAIN POND Qin= 13.78 CFS@ 11.90 HRS, VOLUME= .94 AF Qout= 2.91 CFS @ 12.23 HRS , VOLUME= .94 AF , ATTEN= 79%, LAG= 19.8 MIN ELEVATION (FT) 296.2 296.5 297.4 297.5 298.0 298.5 299.0 300.0 301.0 302 .0 302.3 302.8 # ROUTE 1 p 2 p 3 p CUM.STOA (CF) 0 119 1876 2222 3798 6951 10105 13258 16412 19565 20511 22087 INVERT 296.2 ' 6" OUTLET DEVICES ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) 299.0' 6" ORIFICE/GRATE Q=.6 PI r A2 SQR(2g) 301.0' 10" ORIFICE/GRATE Q=.6 PI r A2 SQR(2g) SQR(H-r) SQR(H-r) SQR(H-r) STOR-IND METHOD PEAK STORAGE = 14584 CF PEAK ELEVATION= 300.4 FT FLOOD ELEVATION= J.G.+-:-o FT START ELEVATION= 296.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 57 .8 MIN (.94 AF) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) Data for test TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 20 Nov oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 TOTAL OUTFLOW PEAK= 2.91 CFS @ 12.23 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 .01 .01 .01 . 01 . 01 . 01 . 01 2.00 . 01 .02 .02 .02 .02 .02 .02 .03 .03 .03 2.50 .03 .04 .04 .04 .04 .05 .05 .05 .05 .05 3.00 .05 .06 .06 .06 .06 .06 .06 .07 .07 .07 3.50 .07 .07 .07 .08 .08 .08 .08 .08 .08 .08 4.00 .09 .09 .09 .09 .09 .09 .09 . 10 . 10 . 10 4.50 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 11 . 12 . 12 5.00 . 12 . 12 . 12 . 12 . 13 . 13 . 13 . 13 . 13 . 14 5.50 . 14 . 14 . 14 . 14 . 14 . 15 . 15 . 15 . 15 . 15 6.00 . 15 . 16 . 16 . 16 . 16 . 16 . 16 .17 . 17 . 17 6.50 . 17 .17 .17 . 18 . 18 . 18 . 18 . 18 . 18 . 19 7.00 . 19 . 19 . 19 . 19 . 19 .20 .20 .20 .20 .20 7,50 I .20 .21 . 21 .21 .21 . 21 .21 .22 .22 .22 8.00 : .22 .22 .23 .23 .23 .23 .23 .24 .24 .24 8.50 : .25 .25 .25 .26 .26 .27 .27 .28 .28 .29 9.00 : .29 .30 .30 .31 .31 .32 .32 .32 .33 .33 9.50 : .33 .33 .34 .34 .34 .35 .35 .36 .36 .37 10.00 : .38 .38 .39 .40 .40 . 41 .42 .43 .44 .45 10.50 : .46 .47 .48 .50 .51 .52 .53 .55 .56 .58 11.00 : .59 . 61 .62 .64 .66 .68 . 71 .73 .76 .78 11. 50 : .81 .86 .93 .99 1.09 1 . 19 1. 26 1.35 1.45 1. 81 12.00 : 2.41 2.67 2.81 2.88 2.90 2.91 2.90 2.88 2.85 2.81 12.50 : 2.76 2.70 2.64 2.57 2.51 2.44 2.36 2.28 2.20 2. 12 13.00 : 2.02 1.92 1.82 1. 73 1. 66 1. 60 1.56 1.53 1 . 51 1. 50 13.50 1.49 1 .48 1 .48 1.47 1.46 1.45 1.44 1.44 1.43 1 .42 14.00 1.41 1.40 1. 39 1.39 1.38 1.37 1.36 1.35 1.34 1.33 14.50 1.33 1. 32 1. 31 1. 30 1. 29 1.28 1. 27 1.26 1.26 1. 25 15.00 1. 24 1. 23 1. 22 1. 21 1. 20 1. 19 1. 18 1.17 1. 16 1. 14 15.50 1. 12 1. 10 1. 09 1.07 1.05 1. 03 1.01 1.00 .98 .96 16.00 .95 .93 .91 .88 .85 .83 .80 . 77 .75 .72 16.50 .69 .67 .65 .62 .60 .58 .55 .53 .51 .49 17.00 .47 .45 .43 .42 .40 .39 .37 .36 .35 .34 17.50 .32 .32 . 31 .30 .29 .28 .28 .27 .27 .26 18.00 .26 .26 .25 .25 .25 .24 .24 .24 .23 .23 18.50 .23 .22 .22 . 21 .21 .21 . 21 .20 .20 .20 19.00 .20 .20 .20 . 19 . 19 . 19 . 19 . 19 . 19 . 18 19.50 . 18 . 18 . 18 . 18 . 18 .17 .17 .17 .17 .17 20.00 I . 17 .17 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 20.50 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 21.00 . 16 . 16 . 16 . 16 . 16 . 16 . 15 . 15 . 15 . 15 21.50 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 22.00 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 22.50 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 14 . 14 23.00 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 23,50 I . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 24.00 : . 13 Data for test TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 MAIN POND Qin= 16.05 CFS@ 11.90 HRS, VOLUME= 1.14 AF Qout= 3.83 CFS@ 12.21 HRS, VOLUME= 1.14 AF, ATTEN= 76%, LAG= 18.6 MIN ELEVATION (FT) 296.2 296.5 297.4 297.5 298.0 298.5 299.0 300 .0 301.0 302.0 302.3 302.8 # ROUTE 1 p 2 p 3 p CUM.STOA (CF) 0 119 1876 2222 3798 6951 10105 13258 16412 19565 20511 22087 INVERT OUTLET DEVICES 296.2' 6" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) 299 .0' 6" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) 301.0' 10" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) SQR(H-r) SQR(H-r) STOR-IND METHOD PEAK STORAGE = 17425 CF PEAK ELEVATION= 301.3 FT FLOOD ELEVATION= ..304:"0 FT START ELEVATION= 296.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 58.9 MIN (1.14 AF) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) Data for test TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 20 Nov 00 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 TOTAL OUTFLOW PEAK= 3.83 CFS @ 12.21 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 . 01 1.50 .01 .01 .01 . 01 .02 .02 .02 .02 .02 .03 2.00 .03 .03 .03 .04 .04 .05 .05 .05 .05 .06 2.50 .06 .06 .06 .06 .07 .07 .07 .07 .08 .08 3.00 .08 .08 .08 .09 .09 .09 .09 .09 .09 . 10 3.50 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 11 . 12 4.00 . 12 . 12 . 12 . 12 . 12 . 13 . 13 . 13 . 13 . 13 4.50 . 14 . 14 . 14 . 14 . 14 . 15 . 15 . 15 . 15 . 15 5.00 . 16 . 16 . 16 . 16 .17 . 17 .17 . 17 .17 . 18 5.50 . 18 . 18 . 18 . 18 . 19 . 19 . 19 . 19 . 19 .20 6.00 .20 .20 .20 .20 . 21 .21 .21 . 21 .21 .22 6.50 .22 .22 .22 .22 .22 .23 .23 .23 .23 .23 7.00 I .23 .23 .23 .24 .24 .24 .24 .24 .24 .24 7.50 .25 .25 .25 .25 .25 .25 .26 .26 .26 .26 8.00 .26 .27 .27 .27 .27 .28 .28 .28 .29 .29 8.50 .30 .30 .31 .32 .32 .33 .33 .34 .35 .35 9.00 .36 .37 .37 .38 .38 .38 .39 .39 .40 .40 9.50 .40 .41 . 41 . 41 .42 .42 .43 .43 .44 .45 10.00 .46 .46 .47 .48 .49 .50 .51 .52 .53 .54 10.50 .55 .56 .57 .59 .60 . 61 .63 .64 .66 .68 11.00 .69 . 71 .73 .75 . 77 .80 .82 .85 .88 .91 11. 50 .93 .96 1 . 01 1.09 1. 19 1.25 1.33 1.43 1. 76 2.60 12.00 2.99 3.22 3.46 3.72 3.82 3.80 3.72 3.61 3.50 3.39 12.50 3.31 3.24 3. 19 3. 13 3.07 3.00 2.94 2.87 2.80 2.73 13.00 I 2.66 2.58 2.50 2.43 2.35 2.26 2.17 2.08 1.98 1.87 13.50 1. 78 1.69 1. 63 1.57 1.54 1. 51 1. 50 1.49 1.49 1.48 14.00 1.47 1 .46 1 .46 1.45 1.44 1.43 1 .42 1.42 1.41 1.40 14.50 1.39 1.38 1. 38 1.37 1.36 1.35 1.34 1. 33 1.33 1. 32 15.00 1. 31 1.30 1.29 1. 28 1.28 1. 27 1.26 1.25 1.24 1. 23 15.50 1. 22 1. 22 1 . 21 1. 20 1. 19 1. 18 1.17 1. 15 1. 13 1. 12 16.00 1 . 10 1.08 1. 06 1.05 1.03 1. 01 1.00 .98 .96 .95 16.50 .93 .91 .89 .86 .84 .81 .79 .76 .74 . 71 17.00 .69 .67 .65 .62 .60 .58 .56 .54 .52 .51 17 .50 I .49 .47 .46 .44 .42 . 41 .40 .39 .37 .37 18.00 .35 .34 .34 .33 .32 . 31 . 31 .30 .30 .29 18.50 .29 .28 .28 .27 .27 .27 .26 .26 .26 .26 19.00 .25 .25 .25 .25 .24 .24 .24 .24 .24 .23 19.50 .23 .23 .22 .22 .21 .21 . 21 . 21 .20 .20 20.00 .20 .20 .20 . 19 . 19 . 19 . 19 . 19 . 19 . 19 20.50 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 21.00 . 19 . 19 . 19 . 19 . 19 . 18 . 18 . 18 . 18 . 18 21.50 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 22.00 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 22.50 . 18 . 18 .17 . 17 .17 . 17 .17 . 17 .17 . 17 23.00 .17 .17 . 17 .17 . 17 .17 .17 .17 .17 .17 23.50 .17 . 17 . 17 . 17 .17 .17 .17 .17 .17 . 16 24.00 . 16 Data for test TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 MAIN POND Qin= 17.61 CFS@ 11.90 HRS, VOLUME= 1.28 AF Qout= 5.31 CFS@ 12.17 HRS, VOLUME= 1.28 AF, ATTEN= 70%, LAG= 16.3 MIN ELEVATION (FT) 296.2 296.5 297.4 297.5 298.0 298.5 299.0 300.0 301.0 302.0 302.3 302.8 # ROUTE 1 p 2 p 3 p CUM.STOR (CF) 0 119 1876 2222 3798 6951 10105 13258 16412 19565 20511 22087 INVERT 296.2' 6" OUTLET DEVICES ORIFICE/GRATE Q=.6 PI r-2 SQR(2g) 299.0' 6" ORIFICE/GRATE Q=.6 PI r -2 SQR(2g) 301.0' 10" ORIFICE/GRATE Q=.6 PI r-2 SQR(2g) SQR(H-r) SQR(H-r) SQR(H-r) STOR-IND METHOD PEAK STORAGE = 18880 CF PEAK ELEVATION= 301.8 FT FLOOD ELEVATION= ~ FT START ELEVATION= 296.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 57.6 MIN (1.28 AF) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) Data for test TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 TOTAL OUTFLOW PEAK= 5.31 CFS@ 12.17 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 .01 .01 .01 .01 . 01 1.50 .01 .02 .02 .02 .02 .03 .03 .03 .04 .04 2.00 .05 .05 .05 .06 .06 .06 .06 .07 .07 .07 2.50 .07 .08 .08 .08 .08 .09 .09 .09 .09 . 10 3.00 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 11 . 12 . 12 3.50 . 12 . 12 . 13 . 13 . 13 . 13 . 13 . 13 . 14 . 14 4.00 . 14 . 14 . 14 . 15 . 15 . 15 . 15 . 15 . 16 . 16 4.50 . 16 . 16 .17 .17 .17 .17 . 18 . 18 . 18 . 18 5.00 . 18 . 19 . 19 . 19 . 19 .20 .20 .20 .20 .20 5.50 . 21 . 21 . 21 .21 .22 .22 .22 .22 .22 .23 6.00 .23 .23 .23 .23 .23 .23 .23 .24 .24 .24 6.50 .24 .24 .24 .25 .25 .25 .25 .25 .26 .26 7.00 .26 .26 .26 .27 .27 .27 .27 .27 .28 .28 7.50 .28 .28 .28 .29 .29 .29 .29 .29 .30 .30 8.00 .30 .30 .30 . 31 .31 .31 .32 .32 .33 .33 8.50 .34 .35 .35 .36 .36 .37 .38 .38 .39 .40 9.00 .40 .41 .42 .42 .43 .43 .44 .44 .45 .45 9.50 .45 .46 .46 .47 .47 .48 .48 .49 .49 .50 10.00 . 51 .51 .52 .53 .54 .55 .56 .57 .58 .60 10.50 . 61 .62 .63 .65 .66 .68 .69 .71 .73 .74 11.00 .76 .78 .80 .82 .85 .87 .90 .93 .94 .96 11. 50 .98 1. 02 1.07 1 . 16 1. 23 1. 30 1.38 1.49 2.33 2.95 12.00 3.36 4.30 5.02 5.28 5.28 5. 11 4.86 4.57 4.29 4.02 12.50 3. 77 3.57 3.40 3.29 3.23 3. 17 3. 11 3.04 2.98 2.91 13.00 I 2.84 2. 77 2.70 2.63 2.55 2.48 2.40 2.32 2.24 2. 15 13.50 2.06 1. 96 1. 85 1. 76 1.68 1.62 1.57 1. 54 1. 51 1. 50 14.00 1.49 1 .49 1.48 1 .47 1.46 1.46 1.45 1.44 1.43 1.43 14.50 1.42 1.41 1.40 1.40 1.39 1.38 1.37 1. 36 1.36 1.35 15.00 1.34 1.33 1.32 1.32 1. 31 1.30 1.29 1. 28 1.28 1.27 15.50 1. 26 1.25 1.24 1. 24 1. 23 1. 22 1. 21 1. 20 1. 19 1. 18 16.00 1. 18 1 . 16 1. 14 1. 12 1. 11 1.09 1.07 1.06 1.04 1.02 16.50 1 . 01 .99 .98 .96 .95 .93 .91 .89 .86 .84 17 .00 I .82 .79 . 77 .75 .72 .70 .68 .66 .64 .62 17.50 .60 .58 .56 .54 .53 .51 .49 .48 .47 .45 18.00 .44 .42 .41 .40 .39 .38 .37 .36 .35 .35 18.50 .34 .33 .33 .32 .31 .31 .30 .30 .30 .29 19.00 .29 .28 .28 .28 .28 .27 .27 .27 .26 .26 19.50 .26 .26 .25 .25 .25 .25 .24 .24 .24 .24 20.00 .24 .23 .23 .23 .22 .22 .22 .22 . 21 .21 20.50 .21 .21 .21 .21 . 21 .21 . 21 . 21 .21 .21 21.00 .21 .21 .21 .21 . 21 .21 . 21 . 21 .20 .20 21.50 .20 .20 .20 .20 .20 .20 .20 .20 .20 .20 22.00 .20 .20 .20 .20 .20 .20 .20 .20 .20 .20 22.50 .20 .20 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 23.00 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 23.50 . 19 . 19 . 19 . 19 . 19 . 19 . 18 . 18 . 18 . 18 24.00 . 18 Data for test TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 MAIN POND Qin= 19.46 CFS@ 11.90 HRS, VOLUME= 1.45 AF Qout= 6.49 CFS@ 12.17 HRS, VOLUME= 1.44 AF, ATTEN= 67%, LAG= 15.9 MIN ELEVATION (FT) # 1 2 3 296.2 296.5 297.4 297.5 298.0 298.5 299.0 300.0 301.0 302.0 302.3 302 .8 ROUTE p p p CUM.STOA (CF) 0 119 1876 2222 3798 6951 10105 13258 16412 19565 20511 22087 INVERT 296.2' 6" OUTLET DEVICES ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) 299.0' 6" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) 301.0' 10" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) SQR(H-r) SQR(H-r) STOR-IND METHOD PEAK STORAGE = 20637 CF PEAK ELEVATION= 302.3 FT FLOOD ELEVATION= J.&t:i> FT START ELEVATION= 296.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 56.4 MIN (1.44 AF) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) Data for test TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 TOTAL OUTFLOW PEAK= 6.49 CFS@ 12.17 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 . 01 .01 .01 .01 .01 .02 .02 1. 50 .02 .03 .03 .03 .04 .04 .05 .05 .06 .06 2.00 .06 .07 .07 .07 .08 .08 .08 .09 .09 .09 2.50 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 12 . 12 . 12 3.00 . 12 . 13 . 13 . 13 . 13 . 14 . 14 . 14 . 14 . 15 3.50 . 15 . 15 . 15 . 15 . 16 . 16 . 16 . 16 . 16 . 17 4.00 .17 .17 .17 .17 . 18 . 18 . 18 . 18 . 19 . 19 4.50 . 19 . 19 .20 .20 .20 .20 .21 . 21 .21 .21 5.00 I .22 .22 .22 .22 .23 .23 .23 .23 .23 .23 5.50 .23 .24 .24 .24 .24 .24 .24 .25 .25 .25 6.00 .25 .26 .26 .26 .26 .26 .27 .27 .27 .27 6.50 .28 .28 .28 .28 .28 .29 .29 .29 .29 .30 7.00 .30 .30 .30 .31 . 31 .31 .31 .31 .32 .32 7.50 .32 .32 .33 .33 .33 .33 .34 .34 .34 .34 8.00 .34 .35 .35 .35 .36 .36 .37 .37 .38 .38 8.50 .39 .39 .40 .41 .41 .42 .43 .43 .44 .45 9.00 .46 .46 .47 .48 .48 .49 .49 .50 .50 .51 9.50 . 51 .51 .52 .52 .53 .53 .54 .55 .55 .56 10.00 .57 .58 .59 .60 . 61 .62 .63 .64 .65 .67 10.50 .68 .69 .71 .72 .74 .75 . 77 .79 .81 .82 11. 00 .84 .86 .89 .91 .93 .94 .96 .98 1.00 1. 03 11. 50 1.05 1.09 1. 15 1 . 21 1.27 1.35 1 .44 1. 86 2.76 3.35 12.00 5.08 5.94 6.33 6.48 6.45 6.30 6.07 5.80 5.49 5. 14 12.50 4.73 4.33 3.99 3.71 3.49 3.34 3.25 3.20 3.14 3.07 13.00 3.01 2.94 2.88 2.81 2.74 2.67 2.60 2.52 2.45 2.37 13.50 2.30 2.21 2. 13 2.04 1.94 1.84 1. 76 1. 68 1. 62 1.57 14.00 1.54 1 . 51 1. 50 1. 50 1.49 1.48 1 .47 1 .47 1.46 1.45 14.50 1.45 1 .44 1 .43 1 .42 1.42 1.41 1 .40 1.40 1. 39 1.38 15.00 1.37 1.37 1. 36 1. 35 1.34 1.34 1.33 1. 32 1 . 31 1.30 15.50 1.30 1. 29 1. 28 1. 27 1.26 1. 26 1. 25 1. 24 1. 23 1.22 16.00 1.22 1. 21 1. 20 1. 19 1 . 18 1. 17 1. 16 1. 14 1. 13 1. 11 16.50 1.09 1.08 1. 06 1.05 1.03 1. 01 1.00 .98 .97 .95 17.00 .94 .93 . 91 .88 .86 .84 .82 .79 . 77 .75 17.50 .73 .71 .69 .67 .65 .63 . 61 .59 .58 .56 18.00 .54 .53 .51 .50 .49 .47 .46 .45 .44 .42 18.50 . 41 .40 .39 .39 .38 .37 .36 .36 .35 .34 19.00 .34 .33 .33 .32 .32 . 31 . 31 . 31 .30 .30 19.50 .30 .29 .29 .29 .28 .28 .28 .27 .27 .27 20.00 .27 .26 .26 .26 .26 .26 .25 .25 .25 .25 20.50 t .25 .25 .25 .24 .24 .24 .24 .24 .24 .24 21.00 .24 .24 .24 .24 .24 .24 .23 .23 .23 .23 21.50 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 22.00 .22 .22 .22 .22 .22 .22 .22 .22 .22 .22 22.50 .22 .22 .22 .22 .22 .22 .22 .22 .22 .22 23.00 .22 . 21 . 21 . 21 .21 . 21 .21 .21 .21 .21 23.50 .21 .21 . 21 .21 . 21 .21 .21 . 21 .21 .21 24.00 .20 Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 GRATE 1 PEAK= 5.51 CFS@ 11.89 HRS, VOLUME= .28 AF ACRES CN C= .94 .32 95 Method TR-55 SHEET FLOW n=.016 L=142' Comment Segment ID: P2=4.5 in s=.0176 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.9 Data for test TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 5.51 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 . 01 .01 .01 .01 . 01 1. 50 .01 . 01 .01 . 01 . 01 .01 .01 .01 .01 .02 2.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .03 .03 3.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 3.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.00 .03 .03 .04 .04 .04 .04 .04 .04 .04 .04 4.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 5.00 .04 .04 .05 .05 .05 .05 .05 .05 .05 .05 5.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 6.00 .05 .05 .05 .05 .06 .06 .06 .06 .06 .06 6.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 7.00 .06 .06 .06 .06 .06 .06 .06 .07 .07 .07 7.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 8.00 .07 .07 .07 .08 .08 .08 .08 .08 .08 .09 8.50 t .09 .09 .09 .09 . 10 . 10 .10 . 10 . 10 . 10 9.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 9.50 . 11 . 11 . 11 . 12 . 12 . 12 . 12 . 13 . 13 . 13 10.00 . 14 . 14 . 14 . 15 . 15 . 16 . 16 . 16 . 17 .17 10.50 . 18 . 18 . 19 .20 .20 . 21 .22 .23 .23 .24 11.00 .25 .26 .28 .30 . 31 .33 .35 .36 .38 .40 11. 50 .46 .79 1. 21 1. 62 2.04 2.54 3.56 4.72 5.44 3.57 12.00 1. 25 .69 .63 .59 .55 .51 .47 .43 .39 .35 12.50 .31 .30 .29 .28 .27 .26 .25 .24 .23 .23 13.00 .22 .21 .21 .20 .20 . 19 . 19 . 18 . 18 .17 13.50 .17 . 16 . 16 . 16 . 15 . 15 . 15 . 14 . 14 . 13 14.00 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 12 14.50 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 15.00 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 15.50 .09 .09 .09 .09 .09 .09 .09 .09 .08 .08 16.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 16.50 t .08 .08 .08 .08 .08 .07 .07 .07 .07 .07 17.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 17.50 .07 .07 .07 .07 .07 .07 .07 .07 .06 .06 18.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 18.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 19.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 19.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.50 .05 .05 .04 .04 .04 .04 .04 .04 .04 .04 21.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21. 50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 24.00 .02 Data for test TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 2 GRATE 2 PEAK= 10.60 CFS@ 11.89 HRS, VOLUME= .54 AF ACRES CN C= .94 .62 95 Method TR-55 SHEET FLOW n=.016 L=170' Comment Segment ID: P2=4.5 in s=.0176 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 2.2 Data for test TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 2 RUNOFF PEAK= 10.60 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 . 01 . 01 .01 .01 .01 .01 .01 .02 1.50 .02 .02 .02 .02 .02 .02 .03 .03 .03 .03 2.00 .03 .03 .03 .03 .03 .04 .04 .04 .04 .04 2.50 .04 .04 .04 .04 .05 .05 .05 .05 .05 .05 3.00 .05 .05 .05 .05 .05 .05 .06 .06 .06 .06 3.50 .06 .06 .06 .06 .06 .06 .06 .06 .07 .07 4.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .08 4.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 5.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 5.50 t .09 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 6.00 : . 10 . 10 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 6.50 : . 11 . 11 . 11 . 11 . 12 . 12 . 12 . 12 . 12 . 12 7.00 : . 12 . 12 . 12 . 12 . 12 . 12 . 13 . 13 . 13 . 13 7.50 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 14 . 14 8.00 . 14 . 14 . 14 . 15 . 15 . 15 . 16 . 16 . 16 .17 8.50 . 17 .17 . 18 . 18 . 18 . 19 . 19 . 19 .20 .20 9.00 .20 . 21 .21 . 21 .21 .21 .21 .21 . 21 . 21 9.50 . 21 . 21 .22 .22 .23 .23 .24 .24 .25 .26 10.00 .26 .27 .28 .28 .29 .30 . 31 .32 .33 .33 10.50 .34 .35 .37 .38 .40 . 41 .42 .44 .45 .46 11.00 .48 . 51 .54 .57 .60 .64 .67 .70 .74 . 77 11. 50 .87 1.47 2.26 3.07 3.88 4.82 6.70 8.94 10.53 7.35 12.00 2.77 1.37 1. 23 1. 16 1.08 1.00 .92 .84 . 77 .69 12.50 .62 .58 .56 .55 .53 . 51 .49 .47 .46 .44 13.00 .42 . 41 .40 .39 .38 .37 .36 .35 .34 .33 13.50 .32 .32 . 31 .30 .30 .29 .28 .28 .27 .26 14.00 .26 .25 .25 .25 .24 .24 .24 .24 .23 .23 14.50 I .23 .23 .23 .22 .22 .22 .22 .21 .21 . 21 15.00 .21 .20 .20 .20 .20 . 19 . 19 . 19 . 19 . 18 15.50 . 18 . 18 . 18 . 17 .17 . 17 . 17 .17 . 16 . 16 16.00 . 16 . 16 . 16 . 16 . 15 . 15 . 15 . 15 . 15 . 15 16.50 . 15 . 15 . 15 . 15 . 15 . 15 . 14 . 14 . 14 . 14 17.00 . 14 . 14 . 14 .14 . 14 . 14 . 14 . 13 . 13 . 13 17.50 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 12 18.00 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 18.50 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 19.00 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 19.50 . 10 . 10 . 10 . 10 .09 .09 .09 .09 .09 .09 20.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 20.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 21.00 .09 .09 .09 .09 .09 .08 .08 .08 .08 .08 21.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 22.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 22.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 23.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 23.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 24.00 .05 Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 3 INLET AREA PEAK= 3 .15 CFS@ 11 .87 HRS , VOLUME= .17 AF ACRES CN C= .94 .19 96 Method TR-55 SHEET FLOW n=.014 L=70 ' Comment Segment ID: P2=4.5 in s=.042 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) .7 Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 3 RUNOFF PEAK= 3.15 CFS@ 11.87 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 . 01 .01 . 01 .01 .01 . 01 1.50 .01 .01 .01 .01 .01 .01 . 01 .01 .01 . 01 2.00 .01 . 01 . 01 .01 .01 .01 .01 .01 .01 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 t .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .03 4.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.00 .03 .03 .03 .03 .03 .03 .04 .04 .04 .04 6.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 8.00 .04 .04 .05 .05 .05 .05 .05 .05 .05 .05 8.50 .05 .06 .06 .06 .06 .06 .06 .06 .06 .06 9.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 9.50 .07 .07 .07 .07 .07 .07 .08 .08 .08 .08 10.00 .08 .08 .09 .09 .09 .09 . 10 . 10 . 10 . 10 10.50 . 11 . 11 . 12 . 12 . 12 . 13 . 13 . 14 . 14 . 15 11.00 . 15 . 16 .17 . 18 . 19 .20 . 21 .22 .23 .24 11. 50 .33 .57 .81 1.06 1. 31 1. 70 2.38 3.07 3.06 1.55 12.00 .46 .39 .37 .34 .32 .30 .27 .25 .22 .20 12.50 . 18 . 18 .17 . 16 . 16 . 15 . 15 . 14 . 14 . 13 13.00 . 13 . 12 . 12 . 12 . 12 . 11 . 11 . 11 . 10 . 10 13.50 . 10 . 10 .09 .09 .09 .09 .09 .08 .08 .08 14.00 .08 .08 .08 .08 .07 .07 .07 .07 .07 .07 14.50 .07 .07 .07 .07 .07 .07 .07 .07 .06 .06 15.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 15.50 .06 .05 .05 .05 .05 .05 .05 .05 .05 .05 16.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 16.50 .05 .05 .05 .04 .04 .04 .04 .04 .04 .04 17.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.50 : .04 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.00 I .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .02 .02 .02 .02 .02 22.50 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 : . 01 Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 4 FRONT UPPER PEAK= 5.35 CFS@ 11.89 HRS, VOLUME= .27 AF ACRES CN C= .95 .31 96 Method TR-55 SHEET FLOW n=.015 L=203' Comment Segment ID: P2=4.5 in s=.0344 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.9 Data for test TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 4 RUNOFF PEAK= 5.35 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 00 : . 01 .01 .01 .01 . 01 . 01 . 01 . 01 .01 . 01 1, 50 I .01 .01 . 01 .02 .02 .02 .02 .02 .02 .02 2.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .03 .03 .03 .03 .03 .03 .03 .03 .03 3.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 3.50 .03 .03 .03 .03 .03 .04 .04 .04 .04 .04 4.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 4.50 .04 .04 .04 .04 .04 .04 .04 .04 .05 .05 5.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 5.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 6.00 .05 .05 .06 .06 .06 .06 .06 .06 .06 .06 6.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 7.00 .06 .06 .06 .06 .06 .06 .07 .07 .07 .07 7.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 8.00 .07 .07 .07 .08 .08 .08 .08 .08 .08 .09 8.50 .09 .09 .09 .09 .09 . 10 . 10 . 10 . 10 . 10 9.00 . 10 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 9.50 . 11 . 11 . 11 . 11 . 12 . 12 . 12 . 12 . 13 . 13 10.00 . 13 . 14 . 14 . 15 . 15 . 15 . 16 . 16 .17 . 17 10.50 . 17 . 18 . 19 . 19 .20 .21 . 21 .22 .23 .24 11.00 .24 .26 .27 .29 .31 .32 .34 .36 .37 .39 11. 50 .45 .78 1. 18 1.58 1.99 2.48 3.46 4.59 5.28 3.47 12.00 1.22 .66 . 61 .58 .54 .50 .46 .42 .38 .34 12.50 . 31 .29 .28 .27 .26 .25 .25 .24 .23 .22 13.00 .21 .20 .20 .20 . 19 . 19 . 18 . 18 . 17 . 17 13.50 . 16 . 16 . 15 . 15 . 15 . 14 . 14 . 14 . 13 . 13 14.00 . 13 . 13 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 14.50 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 10 15.00 . 10 . 10 . 10 . 10 . 10 . 10 . 10 .09 .09 .09 15.50 .09 .09 .09 .09 .09 .09 .08 .08 .08 .08 16.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 16.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 17.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 17.50 .07 .07 .07 .06 .06 .06 .06 .06 .06 .06 18.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 18.50 .06 .06 .06 .06 .06 .06 .05 .05 .05 .05 19.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 19.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 24.00 .02 Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 5 FRONT LOWER PEAK= 4.06 CFS@ 11.89 HRS, VOLUME= .20 AF ACRES CN C= .89 .24 90 Method TR-55 SHEET FLOW n=.02 L=130' Comment Segment ID: P2=4.5 in s=.038 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1. 6 Data for test TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 5 RUNOFF PEAK= 4.06 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 .01 . 01 .01 . 01 .01 .01 .01 .01 .01 3.00 .01 . 01 . 01 . 01 .01 .01 .01 .01 .01 . 01 3.50 I .01 .01 . 01 .01 . 01 .01 .01 . 01 .01 .01 4.00 . 01 .01 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.50 .03 .03 .03 .03 .03 .03 .03 .04 .04 .04 7.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 8.00 .04 .04 .05 .05 .05 .05 .05 .05 .05 .05 8.50 .06 .06 .06 .06 .06 .06 .06 .06 .07 .07 9.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 9.50 .07 .07 .07 .08 .08 .08 .08 .08 .09 .09 10.00 .09 .09 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 12 10.50 . 12 . 13 . 13 . 14 . 14 . 15 . 15 . 16 . 16 .17 11.00 .17 . 18 .20 . 21 .22 .23 .24 .26 .27 .28 11. 50 .34 .59 .89 1 . 19 1.50 1.89 2.67 3.54 3.99 2.46 12.00 : .81 .50 .47 .44 . 41 .38 .35 .32 .29 .26 12.50 : .23 .22 . 21 . 21 .20 . 19 . 19 . 18 .17 .17 13.00 : . 16 . 16 . 15 . 15 . 15 . 14 .14 . 13 . 13 . 13 13.50 : . 12 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 10 . 10 14.00 : . 10 . 10 . 10 .09 .09 .09 .09 .09 .09 .09 14.50 : .09 .09 .09 .09 .08 .08 .08 .08 .08 .08 15.00 I .08 .08 .08 .08 .08 .07 .07 .07 .07 .07 15.50 .07 .07 .07 .07 .07 .07 .06 .06 .06 .06 16.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 16.50 .06 .06 .06 .06 .06 .06 .06 .05 .05 .05 17.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 17.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.00 .05 .05 .05 .05 .05 .05 .05 .05 .04 .04 18.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.50 .04 .04 .04 .04 .04 .04 .04 .04 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 24.00 .01 Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 1 PIPE 1 Qin= 2.22 CFS@ 11.98 HRS, VOLUME= .28 AF Qout= 2.21 CFS@ 11.99 HRS, VOLUME= .28 AF, ATTEN= 0%, LAG= .4 MIN DEPTH END AREA (FT) 0.00 . 10 .20 .30 .70 .80 .90 .94 .97 1.00 (SQ-FT) 0.00 .04 . 11 .20 .59 .67 .74 . 77 .78 .79 DISCH (CFS) 0.00 . 13 .54 1 . 21 5.17 6.03 6.58 6.64 6.58 6.17 12" PIPE n= .013 LENGTH= 77 FT SLOPE= .03 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .40 FT PEAK VELOCITY= 7.5 FPS TRAVEL TIME = .2 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 1 OUTFLOW PEAK= 2.21 CFS@ 11.99 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 .01 1.50 .01 . 01 . 01 . 01 .01 .01 . 01 .01 .01 . 01 2.00 .01 . 01 . 01 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .03 .03 .03 .03 .03 .03 .03 .03 .03 3.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.00 .03 .03 .03 .03 .03 .04 .04 .04 .04 .04 4.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 5.00 .04 .04 .04 .04 .04 .04 .05 .05 .05 .05 5.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 6.00 .05 .05 .05 .05 .05 .05 .05 .06 .06 .06 6.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 7.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 7.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 8.00 .07 .07 .07 .07 .07 .07 .08 .08 .08 .08 8.50 .08 .08 .09 .09 .09 .09 .09 .09 . 10 . 10 9.00 . 10 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 11 9.50 . 11 . 11 . 11 . 11 . 11 . 11 . 12 . 12 . 12 . 12 10.00 . 13 . 13 . 13 . 14 .14 . 14 . 15 . 15 . 16 . 16 10.50 . 16 .17 .17 . 18 . 19 . 19 .20 .21 .21 .22 11.00 .23 .23 .24 .26 .27 .28 .30 .32 .33 .35 11. 50 .37 .44 .59 .82 1.02 1. 19 1.41 1.68 1.97 2. 18 12.00 2.21 2. 12 2.01 1.90 1. 78 1.67 1.55 1.44 1.32 1. 20 12.50 1.09 .98 .80 .64 .54 .46 .40 .36 .32 .30 13.00 .28 .26 .24 .23 .22 . 21 . 21 .20 . 19 . 19 13.50 . 18 . 18 .17 .17 . 16 . 16 . 16 . 15 . 15 . 15 14.00 . 14 . 14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 . 12 14.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 11 . 11 . 11 15.00 . 11 . 11 . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 15.50 .10 . 10 . 10 .09 .09 .09 .09 .09 .09 .09 16.00 .09 .08 .08 .08 .08 .08 .08 .08 .08 .08 16.50 .08 .08 .08 .08 .08 .08 .08 .08 .07 .07 17.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 17.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 18.00 : .07 .06 .06 .06 .06 .06 .06 .06 .06 .06 18.50 : .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 19.00 : .06 .06 .06 .05 .05 .05 .05 .05 .05 .05 19.50 : .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.50 .05 .05 .05 .05 .05 .04 .04 .04 .04 .04 21.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 24.00 .04 Data for test TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 2 PIPE 2 Qin= 9.09 CFS@ 11.96 HRS, VOLUME= .81 AF Qout= 9.04 CFS@ 11.97 HRS, VOLUME= .81 AF, ATTEN= 1%, LAG= .4 MIN DEPTH END AREA (FT) 0.00 . 10 .20 .30 .70 .80 .90 .94 .97 1.00 (SQ-FT) 0.00 . 12 .34 .59 1. 76 2.02 2.23 2.30 2.34 2.36 DISCH (CFS) 0.00 .39 1. 62 3.63 15.50 18. 10 19.73 19.91 19.73 18.51 12" PIPE X 3 n= .013 LENGTH= 1 23 FT SLOPE= .03 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .48 FT PEAK VELOCITY= 8.0 FPS TRAVEL TIME = .3 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 2 OUTFLOW PEAK= 9.04 CFS@ 11.97 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 00 I 0.00 0.00 0.00 .01 . 01 . 01 . 01 .02 .02 .02 1. 50 .02 .02 .03 .03 .03 .03 .03 .04 .04 .04 2.00 .04 .04 .05 .05 .05 .05 .05 .05 .06 .06 2.50 .06 .06 .06 .06 .07 .07 .07 .07 .07 .07 3.00 .07 .08 .08 .08 .08 .08 .08 .08 .08 .09 3.50 .09 .09 .09 .09 .09 .09 .09 . 10 . 10 .10 4.00 . 10 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 11 4.50 . 11 . 11 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 13 5.00 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 14 . 14 . 14 5.50 . 14 . 14 . 14 . 14 . 15 . 15 . 15 . 15 . 15 . 15 6.00 . 15 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 .17 6.50 .17 .17 .17 .17 . 17 .17 . 18 . 18 . 18 . 18 7.00 . 18 . 18 . 18 . 18 . 19 . 19 . 19 . 19 . 19 . 19 7.50 . 19 . 19 .20 .20 .20 .20 .20 .20 .20 .20 8.00 . 21 . 21 .21 . 21 .22 .22 .23 .23 .24 .24 8.50 .25 .25 .26 .26 .27 .27 .28 .28 .29 .29 9.00 .30 .30 .31 .31 . 31 .31 .31 .31 . 31 . 31 9.50 .31 .32 .32 .33 .33 .34 .35 .36 .36 .37 10.00 .38 .39 .40 .41 .42 .43 .45 .46 .47 .48 10.50 .50 . 51 .53 .54 .56 .58 .60 .62 .64 .67 11. 00 .69 .71 .75 .79 .83 .88 .93 .98 1.03 1. 07 11. 50 1. 15 1.41 2.06 2.98 3.93 4.62 5.53 6.78 8.08 8.99 12.00 8.79 7.78 6.53 5.33 4.02 3. 14 2.70 2.42 2.21 2.00 12.50 1 . 81 1.63 1.44 1.24 1. 11 1 . 01 .93 .86 . 81 .76 13.00 .72 .69 .66 .64 .62 .60 .58 .57 .55 .53 13.50 t .52 . 51 .49 .48 .47 .46 .45 .44 .43 .42 14.00 : .41 .40 .39 .38 .38 .38 .37 .37 .36 .36 14.50 : .36 .35 .35 .35 .34 .34 .33 .33 .33 .32 15.00 : .32 .32 .31 . 31 .31 .30 .30 .29 .29 .29 15.50 : .28 .28 .28 .27 .27 .27 .26 .26 .25 .25 16.00 : .25 .24 .24 .24 .24 .24 .23 .23 .23 .23 16.50 : .23 .23 .23 .23 .22 .22 .22 .22 .22 .22 17 .00 : .22 .21 . 21 .21 . 21 . 21 . 21 . 21 . 21 .20 17 .50 I .20 .20 .20 .20 .20 .20 .20 . 19 . 19 . 19 18.00 . 19 . 19 . 19 . 19 . 18 . 18 . 18 . 18 . 18 . 18 18.50 . 18 . 18 .17 . 17 .17 . 17 . 17 .17 . 17 .17 19.00 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 15 . 15 . 15 19.50 . 15 . 15 . 15 . 15 . 15 . 14 . 14 . 14 . 14 . 14 20.00 . 14 . 14 . 14 . 14 . 14 . 13 . 13 . 13 . 13 . 13 20.50 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 21 .00 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 21. 50 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 22.00 . 13 . 13 .12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 22.50 t . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 23.00 : . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 23.50 : . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 24.00 : . 11 Data for test TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 3 PIPE 3 Qin= 11.34 CFS@ 11.95 HRS, VOLUME= .98 AF Qout= 11.27 CFS@ 11.96 HRS, VOLUME= .98 AF, ATTEN= 1%, LAG= .4 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS} 18" PIPE STOR-IND+TRANS METHOD 0.00 0.00 0.00 PEAK DEPTH= 1. 10 FT . 15 .09 .27 n= .013 PEAK VELOCITY= 8.2 FPS .30 .25 1 . 13 LENGTH= 123 FT TRAVEL TIME = .2 MIN .45 .45 2.52 SLOPE= .015 FT/FT SPAN= 0-24 HRS, dt=.05 HRS 1.05 1.32 10. 77 1.20 1.52 12.58 1.35 1.68 13. 71 1.41 1. 72 13.84 1.46 1. 75 13.71 1.50 1. 77 12.87 Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 3 OUTFLOW PEAK= 11.27 CFS@ 11.96 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 00 : 0.00 .01 . 01 .01 . 01 .02 .02 .02 .02 .03 1. 50 : .03 .03 .03 .04 .04 .04 .04 .05 .05 .05 2.00 I .05 .06 .06 .06 .06 .06 .07 .07 .07 .07 2.50 .07 .08 .08 .08 .08 .08 .08 .09 .09 .09 3.00 .09 .09 .09 . 10 . 10 . 10 . 10 . 10 . 10 . 11 3.50 . 11 . 11 . 11 . 11 . 11 . 11 . 12 . 12 . 12 . 12 4.00 . 12 . 12 . 12 . 13 . 13 . 13 . 13 . 13 . 13 . 14 4.50 . 14 . 14 . 14 . 14 . 14 . 15 . 15 . 15 . 15 . 15 5.00 . 15 . 16 . 16 . 16 . 16 . 16 . 16 .17 .17 .17 5.50 .17 .17 .17 . 18 . 18 . 18 . 18 . 18 . 18 . 19 6.00 . 19 . 19 . 19 . 19 . 19 . 19 .20 .20 .20 .20 6.50 .20 .20 . 21 .21 .21 .21 . 21 . 21 .22 .22 7.00 .22 .22 .22 .22 .22 .23 .23 .23 .23 .23 7.50 .23 .24 .24 .24 .24 .24 .24 .24 .25 .25 8.00 .25 .25 .25 .26 .26 .27 .28 .28 .29 .29 8.50 .30 .31 . 31 .32 .33 .33 .34 .34 .35 .36 9.00 .36 .37 .37 .37 .37 .38 .38 .38 .38 .38 9.50 .38 .38 .39 .39 .40 .41 .42 .43 .44 .45 10.00 .46 .47 .48 .50 .51 .53 .54 .55 .57 .58 10.50 .60 .62 .64 .66 .68 .71 .73 .75 .78 .80 11.00 .83 .86 .90 .95 1.01 1.06 1. 12 1. 18 1. 24 1.30 11. 50 1.40 1. 76 2.56 3.73 4.84 5.79 6.94 8.56 10.20 11. 23 12.00 10.84 9.32 7.50 5.92 4.57 3.56 3.05 2.73 2.49 2.25 12.50 2.03 1. 85 1. 65 1.44 1. 29 1.18 1.09 1.02 .96 . 91 13.00 .86 .82 .79 .76 .74 .72 .70 .68 .66 .64 13.50 .62 . 61 .59 .58 .56 .55 .54 .52 . 51 .50 14.00 .49 .48 .47 .46 .46 .45 .45 .44 .44 .43 14.50 .43 .42 .42 . 41 .41 .41 .40 .40 .39 .39 15.00 .38 .38 .38 .37 .37 .36 .36 .35 .35 .34 15.50 .34 .34 .33 .33 .32 .32 .31 . 31 .31 .30 16.00 .30 .29 .29 .29 .29 .28 .28 .28 .28 .28 16. 50 .28 .27 .27 .27 .27 .27 .27 .26 .26 .26 17.00 .26 .26 .26 .25 .25 .25 .25 .25 .25 .25 17.50 .24 .24 .24 .24 .24 .24 .23 .23 .23 .23 18.00 .23 .23 .23 .22 .22 .22 .22 .22 .22 . 21 18.50 . 21 . 21 .21 . 21 . 21 .20 .20 .20 .20 .20 19.00 .20 .20 . 19 . 19 . 19 . 19 . 19 . 19 . 18 . 18 19.50 I . 18 . 18 . 18 . 18 . 18 .17 .17 . 17 .17 .17 20.00 .17 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 20.50 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 21.00 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 15 . 15 . 15 21.50 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 22.00 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 22.50 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 14 23.00 . 14 . 14 . 14 . 14 .14 . 14 . 14 . 14 . 14 . 14 23.50 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 .14 24.00 . 13 Data for test TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 4 INLET ALONG FRONT OF SITE Qin= 5.35 CFS@ 11.89 HRS , VOLUME= .27 AF Qout= 5.30 CFS@ 11.89 HRS, VOLUME= .27 AF , ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA (FT) 0.00 . 10 .20 .30 .70 .80 .90 .94 .97 1.00 (SQ-FT) 0.00 .04 . 11 .20 .59 .67 .74 . 77 .78 .79 DISCH (CFS) 0.00 . 13 .54 1. 21 5.17 6.03 6.58 6.64 6.58 6. 17 12" PIPE n= .013 LENGTH= 40 FT SLOPE= .03 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .71 FT PEAK VELOCITY= 8.8 FPS TRAVEL TIME= .1 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 4 OUTFLOW PEAK= 5.30 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 . 01 .01 .01 . 01 . 01 .01 . 01 . 01 .01 . 01 1.50 . 01 . 01 .01 .02 .02 .02 .02 .02 .02 .02 2.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .03 .03 .03 .03 .03 .03 .03 .03 .03 3.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 3.50 .03 .03 .03 .03 .03 .04 .04 .04 .04 .04 4.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 4.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .05 5.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 5.50 I .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 6.00 : .05 .05 .06 .06 .06 .06 .06 .06 .06 .06 6.50 : .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 7.00 .06 .06 .06 .06 .06 .06 .07 .07 .07 .07 7.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 8.00 .07 .07 .07 .08 .08 .08 .08 .08 .08 .09 8.50 .09 .09 .09 .09 .09 . 10 . 10 . 10 . 10 . 10 9.00 . 10 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 9.50 . 11 . 11 . 11 . 11 . 12 . 12 . 12 . 12 . 13 . 13 10.00 I . 13 . 14 . 14 . 14 . 15 . 15 . 16 . 16 .17 . 17 10.50 : .17 . 18 . 19 . 19 .20 .21 .21 .22 .23 .23 11. 00 : .24 .26 .27 .29 . 31 .32 .34 .35 .37 .39 11. 50 : .45 .75 1. 16 1. 56 1.97 2.45 3.41 4.54 5.26 3.59 12.00 : 1.29 .69 . 61 .59 .53 .51 .45 .43 .38 .35 12.50 I .30 .29 .28 .28 .26 .26 .24 .24 .23 .22 13.00 . 21 .21 .20 .20 . 19 . 19 . 18 . 18 .17 . 17 13.50 . 16 . 16 . 15 . 15 . 15 . 14 . 14 . 14 . 13 . 13 14.00 . 13 . 13 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 14.50 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 10 15.00 . 10 . 10 . 10 . 10 . 10 . 10 . 10 .09 .09 .09 15.50 .09 .09 .09 .09 .09 .09 .08 .08 .08 .08 16.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 16.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 17.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 17.50 .07 .07 .07 .06 .06 .06 .06 .06 .06 .06 18.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 18.50 .06 .06 .06 .06 .06 .06 .06 .05 .05 .05 19.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 19.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.50 : .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.00 : .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.50 : .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.00 : .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.50 : .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 24.00 : .02 Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 1 POND Qin= 5.51 CFS@ 11.89 HRS, VOLUME= .28 AF Qout= 2.22 CFS@ 11.98 HRS, VOLUME= .28 AF, ATTEN= 60%, LAG= 5.6 MIN ELEVATION (FT) 298.5 299.0 CUM.STOA (CF) 0 2573 # ROUTE INVERT OUTLET DEVICES 1 P 298.5' .8' x .8' HORIZONTAL ORIFICE/GRATE Q=.6 Area SQR(2gH) STOR-IND METHOD PEAK STORAGE = 2642 CF PEAK ELEVATION= 299.0 FT FLOOD ELEVATION= 299.0 FT START ELEVATION= 298.5 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 11.6 MIN (.28 AF) Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 1 TOTAL OUTFLOW PEAK= 2.22 CFS@ 11.98 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 . 01 1. 50 .01 . 01 . 01 . 01 . 01 .01 .01 .01 . 01 .01 2.00 . 01 .01 .02 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 t .02 .03 .03 .03 .03 .03 .03 .03 .03 .03 3.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.00 .03 .03 .03 .03 .03 .04 .04 .04 .04 .04 4.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 5.00 .04 .04 .04 .04 .04 .05 .05 .05 .05 .05 5.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 6.00 .05 .05 .05 .05 .05 .05 .05 .06 .06 .06 6.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 7.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 7.50 I .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 8.00 : .07 .07 .07 .07 .07 .08 .08 .08 .08 .08 8.50 .08 .08 .09 .09 .09 .09 .09 . 10 . 10 . 10 9.00 . 10 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 11 9.50 . 11 . 11 . 11 . 11 . 11 . 11 . 12 . 12 . 12 . 12 10.00 . 13 . 13 . 13 . 14 . 14 . 14 . 15 . 15 . 16 . 16 10.50 . 16 . 17 .17 . 18 . 19 . 19 .20 .21 .21 .22 11.00 .23 .24 .25 .26 .27 .29 .30 .32 .33 .35 11. 50 .37 .45 . 61 .84 1.04 1. 21 1.44 1. 71 2.00 2. 19 12.00 2.21 2. 11 2.00 1. 89 1. 77 1. 66 1 .54 1.43 1. 31 1. 18 12.50 1.07 .97 . 77 .63 .53 .45 .40 .35 .32 .29 13.00 .27 .26 .24 .23 .22 .21 . 21 .20 . 19 . 19 13.50 . 18 . 18 .17 .17 . 16 . 16 . 16 . 15 . 15 . 15 14.00 . 14 .14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 . 12 14.50 . 12 . 12 . 12 . 12 . 12 . 12 . 11 . 11 . 11 . 11 15.00 . 11 . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 15.50 . 10 . 10 . 10 .09 .09 .09 .09 .09 .09 .09 16.00 .09 .08 .08 .08 .08 .08 .08 .08 .08 .08 16.50 .08 .08 .08 .08 .08 .08 .08 .08 .07 .07 17.00 I .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 17.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 18.00 .07 .06 .06 .06 .06 .06 .06 .06 .06 .06 18.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 19.00 .06 .06 .06 .05 .05 .05 .05 .05 .05 .05 19.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.50 .05 .05 .05 .05 .05 .04 .04 .04 .04 .04 21.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 24.00 .04 Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 2 POND 2 Qin= 10.60 CFS@ 11.89 HRS, VOLUME= .54 AF Qout= 6.90 CFS@ 11.95 HRS, VOLUME= .54 AF, ATTEN= 35%, LAG= 3.8 MIN ELEVATION (FT) 298.5 299.0 CUM.STOR (CF) 0 2573 # ROUTE INVERT OUTLET DEVICES STOR-IND METHOD PEAK STORAGE = 2741 CF PEAK ELEVATION= 299.0 FT FLOOD ELEVATION= 299.0 FT START ELEVATION= 298.5 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 3.7 MIN (.54 AF) 1 P 298.5' 1.4' x 1.4' HORIZONTAL ORIFICE/GRATE Q=.6 Area SQR(2gH) Data for test TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 2 TOTAL OUTFLOW PEAK= 6.90 CFS@ 11.95 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 00 : 0.00 0.00 0.00 .01 . 01 . 01 .01 .01 . 01 . 01 1 .50 I .02 .02 .02 .02 .02 .02 .02 .03 .03 .03 2.00 .03 .03 .03 .03 .03 .03 .04 .04 .04 .04 2.50 .04 .04 .04 .04 .04 .05 .05 .05 .05 .05 3.00 .05 .05 .05 .05 .05 .05 .05 .06 .06 .06 3.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .07 4.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 4.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 5.00 .08 .09 .09 .09 .09 .09 .09 .09 .09 .09 5.50 .09 .09 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 6.00 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 11 . 11 . 11 6.50 . 11 . 11 . 11 . 11 . 11 . 12 . 12 . 12 . 12 . 12 7.00 I . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 13 . 13 . 13 7.50 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 14 8.00 . 14 . 14 . 14 . 14 . 15 . 15 . 15 . 16 . 16 . 16 8.50 .17 .17 .17 . 18 . 18 . 18 . 19 . 19 . 19 .20 9.00 .20 .20 . 21 . 21 . 21 . 21 . 21 . 21 . 21 .21 9.50 . 21 . 21 .21 .22 .22 .23 .23 .24 .24 .25 10.00 .26 .26 .27 .28 .29 .29 .30 . 31 .32 .33 10.50 .33 .34 .36 .37 .38 .40 . 41 .42 .44 .45 11. 00 .46 .48 . 51 .54 .57 . 61 .64 .67 .70 .74 11. 50 .79 1.05 1. 61 2.33 3.05 3.51 4.29 5.28 6.33 6.90 12.00 6.50 5.47 4.33 3.25 2.03 1.35 1.08 .95 .85 . 77 12.50 .69 .63 .59 .57 .55 .53 .51 .49 .47 .46 13.00 .44 .42 . 41 .40 .39 .38 .37 .36 .35 .34 13.50 .33 .32 .32 . 31 .30 .30 .29 .28 .28 .27 14.00 .26 .26 .25 .25 .25 .24 .24 .24 .24 .23 14.50 .23 .23 .23 .23 .22 .22 .22 .22 .21 .21 15.00 .21 . 21 .20 .20 .20 .20 . 19 . 19 . 19 . 19 15.50 . 18 . 18 . 18 . 18 .17 .17 . 17 .17 . 17 . 16 16.00 . 16 . 16 . 16 . 16 . 16 . 15 . 15 . 15 . 15 . 15 16.50 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 14 . 14 . 14 17.00 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 13 . 13 17.50 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 18.00 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 18.50 . 12 .12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 19.00 I . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 19.50 . 10 . 10 . 10 . 10 . 10 .09 .09 .09 .09 .09 20.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 20.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 21 .00 .09 .09 .09 .09 .09 .09 .08 .08 .08 .08 21 .50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 22.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 22.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 23.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 23.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 24.00 .07 Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 MAIN POND Qin= 19.46 CFS@ 11.90 HRS, VOLUME= 1.45 AF Qout= 6.49 CFS@ 12.17 HRS, VOLUME= 1.44 AF, ATTEN= 67%, LAG= 15.9 MIN ELEVATION (FT) 296.2 296.5 297.4 297.5 298.0 298.5 299.0 300.0 301.0 302.0 302.3 302.8 # ROUTE 1 p 2 p 3 p CUM.STOA (CF) 0 119 1876 2222 3798 6951 10105 13258 16412 19565 20511 22087 INVERT OUTLET DEVICES 296.2' 6" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) 299.0 ' 6" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) 301.0' 10" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) SQR(H-r) SQR(H-r) STOR-IND METHOD PEAK STORAGE = 20637 CF PEAK ELEVATION= 302.3 FT FLOOD ELEVATION= 304.0 FT START ELEVATION= 296.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 56.4 MIN (1.44 AF) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) Data for test TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 3 TOTAL OUTFLOW PEAK= 6.49 CFS@ 12.17 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .00 : 0.00 0.00 0.00 . 01 . 01 .01 .01 .01 .02 .02 1. 50 : .02 .03 .03 .03 .04 .04 .05 .05 .06 .06 2.00 I .06 .07 .07 .07 .08 .08 .08 .09 .09 .09 2.50 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 12 . 12 . 12 3.00 . 12 . 13 . 13 . 13 . 13 . 14 . 14 . 14 . 14 . 15 3.50 . 15 . 15 . 15 . 15 . 16 . 16 . 16 . 16 . 16 .17 4.00 .17 . 17 .17 .17 . 18 . 18 . 18 . 18 . 19 . 19 4.50 . 19 . 19 .20 .20 .20 .20 . 21 .21 .21 . 21 5.00 .22 .22 .22 .22 .23 .23 .23 .23 .23 .23 5.50 .23 .24 .24 .24 .24 .24 .24 .25 .25 .25 6.00 .25 .26 .26 .26 .26 .26 .27 .27 .27 .27 6.50 .28 .28 .28 .28 .28 .29 .29 .29 .29 .30 7.00 I .30 .30 .30 .31 . 31 .31 . 31 .31 .32 .32 7.50 .32 .32 .33 .33 .33 .33 .34 .34 .34 .34 8.00 .34 .35 .35 .35 .36 .36 .37 .37 .38 .38 8.50 .39 .39 .40 . 41 .41 .42 .43 .43 .44 .45 9.00 .46 .46 .47 .48 .48 .49 .49 .50 .50 .51 9.50 . 51 .51 .52 .52 .53 .53 .54 .55 .55 .56 10.00 .57 .58 .59 .60 . 61 .62 .63 .64 .65 .67 10.50 .68 .69 .71 .72 .74 .75 . 77 .79 . 81 .82 11.00 : .84 .86 .89 .91 .93 .94 .96 .98 1.00 1.03 11. 50 : 1.05 1.09 1. 15 1. 21 1.27 1.35 1.44 1.86 2.76 3.35 12.00 : 5.08 5.94 6.33 6.48 6.45 6.30 6.07 5.80 5.49 5.14 12.50 : 4.73 4.33 3.99 3.71 3.49 3.34 3.25 3.20 3. 14 3.07 13.00 : 3.01 2.94 2.88 2.81 2.74 2.67 2.60 2.52 2.45 2.37 13.50 2.30 2.21 2. 13 2.04 1.94 1.84 1. 76 1.68 1.62 1.57 14.00 1.54 1 . 51 1. 50 1.50 1.49 1.48 1.47 1.47 1.46 1.45 14.50 1.45 1.44 1. 43 1 .42 1.42 1.41 1.40 1.40 1.39 1.38 15.00 1.37 1. 37 1.36 1.35 1.34 1.34 1.33 1.32 1. 31 1. 30 15.50 1.30 1. 29 1. 28 1. 27 1.26 1.26 1. 25 1. 24 1.23 1. 22 16.00 1.22 1 . 21 1. 20 1. 19 1.18 1. 17 1. 16 1.14 1 . 13 1. 11 16. 50 1.09 1.08 1.06 1.05 1.03 1.01 1.00 .98 .97 .95 17.00 .94 .93 .91 .88 .86 .84 .82 .79 . 77 .75 17.50 .73 . 71 .69 .67 .65 .63 . 61 .59 .58 .56 18.00 .54 .53 . 51 .50 .49 .47 .46 .45 .44 .42 18.50 .41 .40 .39 .39 .38 .37 .36 .36 .35 .34 19.00 .34 .33 .33 .32 .32 . 31 .31 .31 .30 .30 19.50 .30 .29 .29 .29 .28 .28 .28 .27 .27 .27 20.00 I .27 .26 .26 .26 .26 .26 .25 .25 .25 .25 20.50 .25 .25 .25 .24 .24 .24 .24 .24 .24 .24 21.00 .24 .24 .24 .24 .24 .24 .23 .23 .23 .23 21.50 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 22.00 .22 .22 .22 .22 .22 .22 .22 .22 .22 .22 22.50 .22 .22 .22 .22 .22 .22 .22 .22 .22 .22 23.00 .22 . 21 . 21 .21 .21 . 21 .21 . 21 . 21 . 21 23.50 .21 . 21 .21 . 21 .21 . 21 .21 . 21 . 21 . 21 24.00 .20 Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 4 inlet pond Qin= 3.15 CFS@ 11.87 HRS, VOLUME= .17 AF Qout= 2.41 CFS@ 11.92 HRS, VOLUME= .17 AF, ATTEN= 24%, LAG= 2.9 MIN ELEVATION (FT) 296.2 297.0 CUM.STOA (CF) 0 807 # ROUTE INVERT OUTLET DEVICES 1 P 296.2' .8' x .8' HORIZONTAL ORIFICE/GRATE Q=.6 Area SQR(2gH) STOR-IND METHOD PEAK STORAGE = 599 CF PEAK ELEVATION= 296.8 FT FLOOD ELEVATION= 297.0 FT START ELEVATION= 296.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 2.3 MIN (.17 AF) Data for test TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 20 Nov 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 4 TOTAL OUTFLOW PEAK= 2.41 CFS@ 11.92 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 .01 . 01 . 01 .01 . 01 .01 1.50 .01 . 01 .01 . 01 .01 .01 .01 . 01 .01 . 01 2.00 . 01 .01 . 01 .01 .01 .01 .01 .01 . 01 . 01 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .03 4.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.00 .03 .03 .03 .03 .03 .03 .03 .04 .04 .04 6.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 8.00 .04 .04 .05 .05 .05 .05 .05 .05 .05 .05 8.50 .05 .05 .06 .06 .06 .06 .06 .06 .06 .06 9.00 : .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 9.50 : .07 .07 .07 .07 .07 .07 .07 .08 .08 .08 10.00 : .08 .08 .09 .09 .09 .09 . 10 .10 . 10 . 10 10.50 : . 11 . 11 . 11 . 12 . 12 . 13 . 13 . 13 . 14 . 14 11.00 : . 15 . 16 .17 . 18 . 19 .20 . 21 .22 .23 .24 11.50 : .28 .43 .67 .92 1.08 1. 31 1.63 2.04 2.37 2.35 12.00 : 1.90 1. 28 .67 .38 .33 . 31 .29 .26 .24 .21 12.50 : . 19 . 18 .17 .17 . 16 . 16 . 15 . 15 . 14 . 14 13.00 : . 13 . 13 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 10 13.50 : . 10 . 10 . 10 .09 .09 .09 .09 .08 .08 .08 14.00 : .08 .08 .08 .08 .08 .07 .07 .07 .07 .07 14.50 : .07 .07 .07 .07 .07 .07 .07 .07 .06 .06 15.00 : .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 15.50 I .06 .06 .05 .05 .05 .05 .05 .05 .05 .05 16.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 16.50 .05 .05 .05 .05 .04 .04 .04 .04 .04 .04 17.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.50 .04 .04 .03 .03 .03 .03 .03 .03 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .02 .02 .02 .02 22.50 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 : . 01 FLOODPLAIN MAP . . ·. •" :-.. .. : : . ~ : . . . .. .. )' ..... :; . .. .......... '"t•' · icr 10 the r!ood Insuran ce R.11<' ·'1;i p liicctivc dale shown on 1his m~p to terminc when Jctuari al rJt cs Jpplr 10 structures in the zones where elevations depths h:ive b een established. determine if fl ood insurJ ncc is Jv.1i l.1bl c in thi s communi1y, contact yo ur ,u r.1n c e agent or call the Nation.i i rl ood Insurance Program at (800) 638-6620. APP ROXIMATE SCA LE 500FEET E-3E::::3:::=:JE-3==:3::::::EE-3==:r::==========::::i 500 0 Jo I I I j Ii I:, ,, I 11! 1 1 I I ill ,1 I I' !': 11 j! 11 1 I NATIONAL FLOOD INSURANCE PROGRAM :==========================~ FLOOD INSURANCE RATE MAP BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS PANEL 142 OF 250 (SEE MAP I NDEX FOR PANELS NOT PRINTED) CONTAINS : COMMUNITY NUMBER PANEL SUFFIX BRYAN. CITY Of 480082 0142 COlUGE STATIOK CITY Qf 480083 01 42 UNINCORPORA TED AREAS 481 195 0142 Not ice to User: The MAP NUMBER sho wn below should be used when placing map orders; the COMMUNITY NUMBER shown above sho uld be used on insura nce applic ations for the subject commun ity . MAP NUMB ER 48041C014 2 C EFFECTIVE DA TE: JULY 2, 1992 """""'""" Federal Emergency Management Agency ZONE X ZONE X / DRAINAGE PLAN WITH TOPO EXISTING AND PROPOSED . I \I / Q ,o 1,1 0 :. -...J (5 · ' <' I ! I i I ; I I i I ' I J I I I / I z :\()()-364\Drain area Ex d . . , . gn 11/17/0004:00 :15PM ~- A 1 E X100 5 • 8 7 cf s ( '·------- / I i I I i j ' .' I \ . ._ __ _ \ -- .A2 EX /--.. 100 20. 84 · cfs / ! ,_ ---. A3 ._ _____ _ ' '. \ ,, " \. " w > . ......,..... 0::: 0 >- f- ':::'"'"< ·-lf) 0::: w > r--1· z \ ~ \ \ \ \ \ \ '·-[)~100 9. 03 cfs ·--' \ EXI S TING DRAINAGE AREA MAP ~ 0 0 i-:j z:\00-364\Drain area Prop .dgn 11/17/00 03 :31 :44 PM ~ SCALE 1"·100 ' c s PROPOSED DRAINAGE AREA MAP 909 SOUTHWEST PARKWAY EAST SU IT E E lIDCOLLEGE STATION, TEXAS 77840 PHONE: (979) 696-9653 FAX: <979> 696-9752 E-MAIL : dkeating!Sludgcs.com ht\p://www.udg.com Urban Design Group INLET FLUME CAPACITIES Parking Lot Inlet Q=3 .0 L yu Q=(3.0) (5) (.5)1.5 Qmax=5 .3cfs 100 yr storm=5 .35cfs Flume Q=3 .0 L y1.5 Q=(3 .0) (4) (.5)1.5 Qmax=4 .25cfs 10 yr storm=4 .25cfs Q -Capacity in cfs Inlet Calculations L -Length of the opening which water enters into the inlet Y -Total depth of water or head on the inlet DETAILS OF OUTLET STRUCTURES