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Home My WebLink About13 Development Permit 99-286 Dr Agnes Ruply All Pets Medical CenterDEVELOPMENT PERMIT PERMIT NO. 99-286 ALL PETS MEDICAL CENTER FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 2 Block 5 Edelweiss Business Center OWNER: Dr. Agnes Rupley 718 Willow Loop College Station, Texas 77845 DRAINAGE BASIN: BEE CREEK SITE ADDRESS: TYPE OF DEVELOPMENT: THIS PERMIT IS VALID FOR CONSTRUCTION OF A VET CLINIC. (THIS PERMIT DOES NOT INCLUDE CONSTRUCTION PLANS FOR THE FIRE HYDRANT) The Contractor shall take all necessacy precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan 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 machinecy and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. 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. This permit, being temporary, is valid only within sixty (60) days of the date shown below, and is not intended to allow the complete development of the site as proposed. Any work performed after the expiration of this permit is not covered, and is considered unauthorized. (Use this paragraph only for fill permits and partial permits.) Jn 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 of an area outside the special flood hazard area. All development shall be in ac or ce with the plans and specifications submitted to and approved by the City Engineer in the dev men permit application for the above named project and all of the codes ---.uul ordin nces of the Ci ol Station that apply. Date " Date Date Drainage Report FOR ALL PETSY .AIEDICAL CENTER VICINITY MAP NTS MAY 1999 REVIEWED C01\~PLIAN Prepared By: COLLEGE STATI Mcaure Engineering, Inc. ENGINEERIN 1722 Broadmoor Drive , Suite 210 Bryan, Texas 77802 ( 409) 776 -6700 FOR OFFICE USE ONLY CASE NO.: ____ _ DA TE SUBMTITED: DEVELOPMENT PERMIT MINIMUM SUBMIITAL REQUIREMENTS ~ $100.00 Development Permit Application Fee. ~Drainage and erosion control plan, with supporting Drainage Report two (2) copies each. _nJ_a Notice oflntent (N.O.I.) if disturbed area is greater than 5 acres. LEGAL DESCRIPTION Lot 2, Block Five, :Edelweiss Business Center APPLICANT (Primary Contact for the Project): Name Dr. Agnes Rupley Street Address 71 8 Willow Loop City College Station State __ TX __ _ Zip Code _7_78_4_5____ E-Mail Address -------------- Phone Number 7 64-7 641 Fax Number ------------------------------ PROPERlY OWNER'S INFORMATION: Name same Street Address City -------------- State Zip Code ______ E-Mail Address -------------- Phone Number Fax Number ------------------------------ ARCIDTECT OR ENGINEER'S INFORMATION: Name Michael R. McClure, P. E. , R. P. L. S. , McCLURE ENGINEERING, INC. Street Address 1722 Broadrnoor, Suite 210 City -~B=ry"'-'-'an=.;;... __________ _ State TX Zip Code 77802 E-Mail Address McClure@myriad.net Phone Number 776-6700 Fax Number 776-6699 ----------- Application is hereby made for the following development specific site/waterway alterations: Construction of a Vet Clinic in the drainage basin of Bee Creek Tributary "A" ACKNOWLEDGMENTS: I, Dr. Agnes Rupley , ~/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 pennit application, I agree to construct the improvements proposed in this application i.ccording to these documents and the requirements of Chapter 3 of the College Station City Code. ~ / & ·1.0 v Prop~ ~lgnes Rupley DEVELOPMENT PERMIT DPERMIT.DOC 3n4/99 I of2 J • I 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, Michael R. McClure, P .E.certify that the alterations or development covered by ~'··· & diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site an~~~ r11ti.~ r development are consistent with requirements of the City of College Station City Code, Chapter 11 <jbnce 0 \ ! i encroachments of fl ys and of floodway fringes . ~:~~:(¢B:~1:ti:J~i~fhQR~:.~ l-o· "i:t"P.: ~ ff~ 5/zo /'17 "i1b°"·.~~ 32740 <0/~ r ' fa~·· GtsTE~~-· ~"' Date '' s8'·········· ~0 ,,,, \\\:10NAL €_.? ,,~- 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 . 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. DEVELOPMENT PERMIT DPERMIT.DOC 3n4/99 2 of2 • McCLURE ENGINEERING, INC.------- May 10 , 1999 Mrs. Veronica Morgan, P .E . Assistant City Engineer CITY OF COLLEGE STATION P.O. Box 9960 College Station, Texas 77842 RE: All Pets Medical Center Lot 2, Block Five Edelweiss Business Center Dear Veronica: Attached please find two (2) copies of the Grading and Drainage Plan Sheet and two (2) copies of the Drainage Report for the above referenced project in E delweiss Business Center. The Site Plan and associated documentation will be submitted by the project architect. Should you have any questions or need additional information, please advise. ~~~ Michael R. McClure , P.E ., R.P .L.S. MRM/mlm attachments 1722 Broadmoor, Suite 210 • Bryan, Texas 77802 • (409) 776 -6700 • FAX (409) 776-6699 Drainage Report FOR ALL PETS MEDICAL CENTER VICINITY MAP NTS MAY 1999 Prepared By: McClure Engineering, Inc. 1722 Broadmoor Drive, Suite 210 Bryan, Texas 77802 ( 409) 776 -6700 CERTIFICATION I , Joel J. Mitchell, Registered Professional Engineer No. 80649, State of Texas, certify that this report for the drainage design for the ALL PETS MEDICAL CENTER PROJECT, Lot 2, Block 5, Edelweiss Business Center, was prepared by me in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owners thereof ~~''-""· ,,#' :<;E. OF r~ "'\~ ~~~~·······~··· I*··· * · .. *a. ~:tr. • *'j 8_· ....................... . ~~ .JOE L J. MITCHELL Z ~ •. ·'.:;s~-4t Ott eeaeeeeeeeeeeJ w ·; ~ 8 • °'' •Cly ··' 0649 ""' • q;-'·~~··r~ ~""·~ 1 t;~•.G1s1E~.·~«f:I it, ~s.: •••••• L,&-.,, \\'11.~IONAL 'i-'~JJ" .,,,,,~ STORM DRAINAGE REPORT ALL PETS MEDICAL CENTER 7 /1 4 '/ J. Mitchell, P.E. No. 80649 TABLE OF CONTENTS EDEL WEISS BUSINESS CENTER, LOT 2 BLOCK 5 ALL PETS MEDICAL CENTER INTRODUCTION GENERAL LOCATION AND DESCRIPTION PRIMARY DRAINAGE BASIN DESCRIPTION DRAINAGE FACILITY DESIGN DRAINAGE DESIGN CRITERIA CONCLUSION EXHIBITS FEMA FLOOD INSURANCE RATE MAP EXCERPT DRAINAGE AREA MAP -EXISTING CONDITIONS DRAINAGE AREA MAP -PROPOSED CONDITIONS RATIONAL FORMULAS DRAINAGE AREA CALCULATIONS PROPOSED DETENTION POND ROUTING DETENTION POND ROUTING ROUTING HYDROGRAPHS STAGE-STORAGE CURVE, STAGE-DISCHARGE CURVE STORM DRAINAGE REPORT ALL PETS MEDICAL CENTER 1 1 1 2 2 3 "A" "B-1" "B-2" "C-1" "D-1" "D-1" "D-2" "D-3" PAGE ii STORM DRAINAGE REPORT EDELWEISS BUSINESS CENTER, LOT 2 BLOCK 5 ALL PETS MEDICAL CENTER INTRODUCTION: This storm drainage report is intended to cover the necessary drainage infrastructure for the proposed development site improvements. The parameters used for design and the existing conditions of the on-site area are incorporated to show how the final drainage design will accomplish the desired drainage objectives per the City of College Station Drainage Policy and Design Standards (DPDS.) GENERAL LOCATION AND DESCRIPTION: The All Pets Medical Center is located in the southern portion of College Station. The site is a commercial lot located near the intersection of Wellborn Road and Rock Prairie Road adjacent to the future Rock Prairie Texaco Convenience Store. The lot is platted as Lot 2 , Block Five Edelweiss Business Center. The site is undeveloped and is gently rolling with an average of 1.5% slopes. PRIMARY DRAINAGE BASIN DESCRIPTION: The site drains to the western and southern comer of the property. All storm water from the site flows into the Bee Creek Tributary B . No portion of the site is within the 100 year flood plain per the Federal Emergency Management Agency Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas STORM DRAINAGE REPORT ALL PETS MEDICAL CENTER PAGE I effective July 2, 1992 (see Exhibit "A"). DRAINAGE FACILITY DESIGN: The site will be served by a detention pond located along the property line fronting Rock Prairie Road. Exhibit "B-2" shows the proposed drainage areas for the pond. Drainage area "POND" flows to the Detention Pond and drainage area "BYPASS" flows into Rock Prairie Road and to a proposed concrete flume at the western comer of the lot. The proposed concrete flume will be constructed with the Texaco site development. Exhibit "B-1" shows the existing conditions drainage area. The study point for the project is the outfall device of the proposed detention facility. The outlet device for the pond is 0.5' wide concrete weir. The top of the weir elevation is 334.5'. DRAINAGE DESIGN CRITERIA: All drainage design is in accordance with the City DPDS. The design rainstorm is the 10 year event. Flow calculations for all drainage areas are based on the Rational Method. The storage volume required for the detention facility is based on a triangular hydrograph (base = 3* Tc) and peak flows computed using the rational method. The required volume shall be determined by the Storage-Routing Analysis. The proposed detention pond routings shown in Exhibit "D-1" and "D-2" demonstrate how the pond will function. Exhibit "D-3" shows a stage storage and stage discharge curve for each pond. The following summary table shows the peak flow for the Pre-development events and the peak flows for the Post-development events. STORM DRAINAGE REPORT ALL PETS MEDICAL CENTER PAGE 2 Qs QIO Q25 Qso QIOO CONCLUSION: Study Point -Pond Outfall Pre-Development Post-Development 4 cfs 4 cfs 5 cfs 5 cfs 5 cfs 5 cfs 6 cfs 6 cfs 7 cfs 7 cfs Pond Surface Elev. 334.30 334.30 334.30 334.40 334.40 Top of We'"rr = 334.50 C.1,,b The Post-development peak discharge does not exceed the Pre-development peak discharge for the 5, 10, 25, 50 and 100 year event. In all cases, including the 100 year event, storm water is released into public rights of ways or drainage easements and conveyed to the natural outfall. The drainage design for this site meets the requirements as stated in the City of College Station Drainage Policy and Design Standards. STORM DRAINAGE REPORT ALL PETS MEDICAL CENTER PAGE3 -... r,;;. H: . . . ~~1~~---""-a.~~,·-~ .. ~ . ·...,..1·G'\·~ n·· . . . -. . .,..,,,~., .... ,........ . .. ~~:if-.· .,. ' ~ -;·?"~';;>;'< ·:2 .··~-~ :::::::---C)~ O.r "' 0 <:: :t ;;; :i: ~ C) ' ; . _;; • ·.&. • .•. ~t -0 s; 0 ~-~ -c L. 0 .J:l ~ ~ I , __ -. I PRO.ECT SllE r--j Mortler Drive .. 0 E ~ .. 0 ~ 2 Ca« 9'6'/l <::>,, vo<f;( ·/ ~ .. Excerpt From Flood Insurance Rate Map No. 48041C0182C Effective Dates July 2, 1992 Exhibit •A" ROCK PRAIRIE ROAD Scal e: 1" = 40' .------- '-----\ \ Exhibit "B-1" Drainage Area Map Existing Conditions * r I I \ \ \ \ \ ___ , / J / ROCK PRAIRIE ROAD Scale: 1" 40' ------ <-.____ -- Study Point -Detention Facility Outfall Exhibit "B-2" Dra ina ge Area Map Proposed Conditions <( ~ w c 0 a:: w _J _J <( <( c.. <( u... w w 0 i== I-c (!) a:: _J z <( z <( w z w u :3 J: <( _J > w :::!: _J z c a:: I-~ ~ w <( en w ~ w (!) cw > >z 0 z a:: w <( 0 o~ c I-::::> <( a:: c.. I-NO. AC. 0.4 0.55 0.9 ft. Ex 1.08 1.08 0.00 0.00 0.43 231.0 Pond 0.29 0.14 0.00 0.15 0.19 100.0 Bypass 0.79 0.65 0.00 0.14 0.39 231.0 EXHIBIT C-1 Rational Formula Drainage Area Calculations ALL PETS MEDICAL CENTER ~ 0 ~ ~ _J u... 0 0 c _J _J z u... u... ~ :3 a:: J: a:: w I-w u u u I-I-a:: _J ~ (!) ~ _J 0 u w _J _J w ::::> z ::::> _J ~ > <( (!) ~ (!) ~ w (/) N ll) 0 u... > u ::::> ~ a !!? a ft. ft. ft. ft/s min min In/Hr cfs In/Hr cf s 2.5 1.0 1.0 0.7 5.2 5.2 8.12 3.5 9.7 4.2 1.0 131.0 1.2 1.1 3.5 5.0 8.22 1.6 9.9 1.9 2.5 1.0 1.0 0.7 5.2 5.2 8.12 3.1 9.7 3.8 0 ll) 0 ..... ll) N = CJ ~ CJ In/Hr cfs In/Hr CfS 10.9 4.7 12.4 5.3 11.0 2.1 12.5 2.4 10.9 4.2 12.4 4.8 0 0 ll) !!? a In/Hr cfs 13.9 6.0 14.1 2.7 13.9 5.4 0 0 0 0 ..... = CJ In/Hr cfs 15.6 6.7 15.8 3.0 15.6 6.0 5/3/99 9902-dra.xls Exhibit C-1 D.A. # D.A. # :it .c: c c. w :! z gi iii ... "O ~ 'g, c: 0 0 :i: 0.. (.) Qp 1.9 Tc 5.0 inc 0.5 Time cfs cfs 0.0 0.0 0.0 0.5 0.2 0.2 1.0 0.4 0.4 1.5 0.6 0.6 2.0 0.8 0.8 2.5 0.9 0.9 3.0 1.1 1.1 3.5 1.3 1.3 4.0 1.5 1.5 4.5 1.7 1.7 5.0 1.9 1.9 5.5 1.8 1.8 6.0 1.7 1.7 6.5 1.6 1.6 7.0 1.5 1.5 7.5 1.4 1.4 8.0 1.3 1.3 8.5 1.2 1.2 9.0 1.1 1.1 9.5 1.0 1.0 10.0 0.9 0.9 10.5 0.8 0.8 11.0 0.8 0.8 11.5 0.7 0.7 12.0 0.6 0.6 12.5 0.5 0.5 13.0 0.4 0.4 13.5 0.3 0.3 14.0 0.2 0.2 14.5 0.1 0.1 15.0 0.0 0.0 15.5 0.0 0.0 16.0 0.0 0.0 PEAK FLOWS 2 2 0.00 indicates inital condition EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING ALL PETS MEDICAL CENTER Pond Routing EVENT= 5 D.A.# c: a + c: c: 32 0 .... ~ Cl! + .... ; Cl! c: + .... "O ftl ~ + :E c: + c: > t/) t/) c: 0 .!! .5 N N a 0.. w m 3.8 5.2 cfs cfs cfs cfs ft cfs 0.19 0.00 0.00 0.00 333.6 0.0 0.57 0.00 0.19 0.09 333.7 0.4 0.94 0.31 0.57 0.13 333.8 0.7 1.32 0.92 1.26 0.17 333.8 1.1 1.70 1.79 2.24 0.23 333.8 1.4 2.08 2.89 3.49 0.30 333.9 1.8 2.45 4.19 4.97 0.39 334.0 2.2 2.83 5.78 6.65 0.43 334.0 2.5 3.21 7.67 8.61 0.47 334.0 2.9 3.59 9.85 10.88 0.51 334.1 3.2 3.68 12.32 13.44 0.56 334.1 3.6 3.49 14.78 16.00 0.61 334.1 3.7 3.30 16.97 18.27 0.65 334.1 3.5 3.11 18.89 20.27 0.69 334.2 3.3 2.92 20.57 22.01 0.72 334.2 3.1 2.74 21.99 23.49 0.75 334.2 2.9 2.55 23.18 24.73 0.77 334.2 2.7 2.36 24.15 25.73 0.79 334.2 2.6 2.17 24.90 26.51 0.81 334.2 2.4 1.98 25.44 27.07 0.82 334.2 2.2 1.79 25.77 27.42 0.82 334.3 2.0 1.60 25.91 27.56 0.82 334.3 1.8 1.42 25.87 27.52 0.82 334.3 1.7 1.23 25.65 27.29 0.82 334.2 1.5 1.04 25.25 26.87 0.81 334.2 1.3 0.85 24.68 26.29 0.80 334.2 1.1 0.66 23.96 25.53 0.79 334.2 0.9 0.47 23.08 24.62 0.77 334.2 0.8 0.28 22.05 23.55 0.75 334.2 0.6 0.09 20.88 22.33 0.73 334.2 0.4 0.00 19.57 20.97 0.70 334.2 0.2 0.00 18.22 19.57 0.68 334.2 0.0 0.00 16.92 18.22 0.65 334.1 0.0 1 334.3 4 c w t/) ..J 0 ct 0.. .... 0 0 a: .... 0.. cfs 0.00 0.45 0.85 1.25 1.67 2.10 2.55 2.96 3.36 3.76 4.17 4.26 4.12 3.98 3.83 3.68 3.52 3.36 3.19 3.02 2.85 2.67 2.49 2.31 2.12 1.93 1.73 1.54 1.33 1.13 0.93 0.72 0.65 4 D.A.# >< w 4.2 5.2 cfs 0.0 0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 4.0 4.1 3.9 3.7 3.5 3.3 3.1 2.9 2.7 2.5 2.3 2.1 1.9 1.7 1.5 1.3 1.1 0.9 0.7 0.5 0.3 0.0 0.0 4 9902-dra.xls Exhibit D-1 ~ ..J z ct I= .... !!? 0 )( i;;.. w cfs 0.00 0.40 0.81 1.21 1.62 2.02 2.42 2.83 3.23 3.63 4.04 4.09 3.89 3.68 3.48 3.28 3.08 2.88 2.67 2.47 2.27 2.07 1.87 1.66 1.46 1.26 1.06 0.86 0.65 0.45 0.25 0.05 0.00 4 D.A. # D.A.# 'II: &. c c. w "' ... z gi m ... "C :E j, c 0 8 :c c.. Qp 2.1 Tc 5.0 inc 0.5 Time cfs cfs 0.0 0.0 0.0 0.5 0.2 0.2 1.0 0.4 0.4 1.5 0.6 0.6 2.0 0.8 0.8 2.5 1.1 1.1 3.0 1.3 1.3 3.5 1.5 1.5 4.0 1.7 1.7 4.5 1.9 1.9 5.0 2.1 2.1 5.5 2.0 2.0 6.0 1.9 1.9 6.5 1.8 1.8 7.0 1.7 1.7 7.5 1.6 1.6 8.0 1.5 1.5 8.5 1.4 1.4 9.0 1.3 1.3 9.5 1.2 1.2 10.0 1.1 1.1 10.5 0.9 0.9 11.0 0.8 0.8 11.5 0.7 0.7 12.0 0.6 0.6 12.5 0.5 0.5 13.0 0.4 0.4 13.5 0.3 0.3 14.0 0.2 0.2 14.5 0.1 0.1 15.0 0.0 0.0 15.5 0.0 0.0 16.0 0.0 0.0 PEAK FLOWS 2 2 0.00 indicates inital condition EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING ALL PETS MEDICAL CENTER Pond Routing EVENT-10 D.A. # c a + c -c 32 0 .... ~ Ill + .... +:: Ill c + .... "C "' ~ + 32 c + c > !/) !/) a 0 .!! c N N c.. w CD 4.2 5.2 cfs cfs cfs cfs ft cfs 0.21 0.00 0.00 0.00 333.6 0.0 0.63 0.00 0.21 0.10 333.7 0.4 1.05 0.37 0.63 0.13 333.8 0.8 1.47 1.07 1.42 0.18 333.8 1.2 1.89 2.05 2.54 0.24 333.9 1.6 2.31 3.29 3.95 0.33 333.9 2.0 2.73 4.78 5.61 0.41 334.0 2.4 3.16 6.62 7.52 0.45 334.0 2.8 3.58 8.79 9.n 0.49 334.1 3.2 4.00 11.28 12.36 0.54 334.1 3.6 4.10 14.09 15.28 0.60 334.1 4.0 3.89 16.89 18.19 0.65 334.1 4.1 3.68 19.39 20.78 0.70 334.2 3.9 3.47 21.59 23.07 0.74 334.2 3.7 3.26 23.50 25.06 0.78 334.2 3.5 3.05 25.14 26.76 0.81 334.2 3.3 2.84 26.52 28.19 0.83 334.3 3.1 2.63 27.67 29.36 0.85 334.3 2.9 2.42 28.58 30.30 0.86 334.3 2.7 2.21 29.27 31.00 0.87 334.3 2.5 2.00 29.73 31.48 0.87 334.3 2.3 1.79 29.98 31.73 0.88 334.3 2.1 1.58 30.01 31.n 0.88 334.3 1.9 1.37 29.84 31.59 0.87 334.3 1.7 1.16 29.47 31.21 0.87 334.3 1.5 0.95 28.90 30.63 0.86 334.3 1.3 0.74 28.15 29.85 0.85 334.3 1.1 0.53 27.20 28.88 0.84 334.3 0.9 0.32 26.07 27.73 0.83 334.3 0.7 0.11 24.78 26.39 0.80 334.2 0.5 0.00 23.34 24.89 0.78 334.2 0.2 0.00 21.84 23.34 0.75 334.2 0.0 0.00 20.41 21.84 0.72 334.2 0.0 1 334.3 4 c w !/) ..J 0 ~~ 0 a:: .... c.. cfs 0.00 0.51 0.93 1.38 1.85 2.34 . 2.83 3.27 3.71 4.16 4.62 4.72 4.57 4.41 4.25 4.08 3.90 3.71 3.52 3.33 3.13 2.94 2.74 2.53 2.33 2.12 1.91 1.69 1.48 1.25 1.02 0.79 0.72 5 D.A. # I< w 4.7 5.2 cfs 0.0 0.5 0.9 1.4 1.8 2.3 2.7 3.2 3.6 4.1 4.5 4.6 4.3 4.1 3.9 3.7 3.4 3.2 3.0 2.8 2.5 2.3 2.1 1.9 1.6 1.4 1.2 1.0 0.7 0.5 0.3 0.1 0.0 5 9902-dra.xls Exhibit D-1 (!) ..J z < i:: .... !!l ~~ cfs 0.00 0.45 0.90 1.35 1.80 2.25 2.70 3.15 3.60 4.05 4.50 4.56 4.33 4.11 3.88 3.66 3.43 3.21 2.98 2.76 2.53 2.31 2.08 1.86 1.63 1.40 1.18 0.95 0.73 0.50 0.28 0.05 0.00 5 D.A. # D.A. # 'It ~ c Q. w "' ... z 8' iii ... .,, ::!: -g, c 0 8 :I: 0.. Qp 2.4 Tc 5.0 inc 0.5 Time cfs cfs 0.0 0.0 0.0 0.5 0.2 0.2 1.0 0.5 0.5 1.5 0.7 0.7 2.0 1.0 1.0 2.5 1.2 1.2 3.0 1.4 1.4 3.5 1.7 1.7 4.0 1.9 1.9 4.5 2.2 2.2 5.0 2.4 2.4 5.5 2.3 2.3 6.0 2.2 2.2 6.5 2.0 2.0 7.0 1.9 1.9 7.5 1.8 1.8 8.0 1.7 1.7 8.5 1.6 1.6 9.0 1.4 1.4 9.5 1.3 1.3 10.0 1.2 1.2 10.5 1.1 1.1 11.0 1.0 1.0 11.5 0.8 0.8 12.0 0.7 0.7 12.5 0.6 0.6 13.0 0.5 0.5 13.5 0.4 0.4 14.0 0.2 0.2 14.5 0.1 0.1 15.0 0.0 0.0 15.5 0.0 0.0 16.0 0.0 0.0 PEAK FLOWS 2 2 0.00 indicates inital condition EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING ALL PETS MEDICAL CENTER Pond Routing EVENT= 25 D.A.# c a t. c c 32 0 .... ~ +: Ill + .... Ill c + .... .,, "' ~ + 32 c + c > I/) I/) c 0 .!! c N N a 0.. w Ill 4.8 5.2 cfs cfs cfs cfs ft cfs 0.24 0.00 0.00 0.00 333.6 0.0 0.72 0.03 0.24 0.11 333.8 0.5 1.20 0.47 0.74 0.14 333.8 0.9 1.68 1.29 1.67 0.19 333.8 1.4 2.16 2.43 2.96 0.27 333.9 1.8 2.64 3.85 4.58 0.36 334.0 2.3 3.11 5.63 6.49 0.43 334.0 2.7 3.59 7.80 8.74 0.47 334.0 3.2 4.07 10.35 11.39 0.52 334.1 3.7 4.55 13.26 14.42 0.58 334.1 4.1 4.67 16.53 17.81 0.64 334.1 4.6 4.43 19.79 21.20 0.71 334.2 4.6 4.19 22.69 24.22 0.76 334.2 4.4 3.95 25.26 26.88 0.81 334.2 4.2 3.71 27.52 29.21 0.84 334.3 4.0 3.47 29.50 31.24 0.87 334.3 3.7 3.23 31.19 32.97 0.89 334.3 3.5 2.99 32.60 34.42 0.91 334.3 3.3 2.75 33.75 35.60 0.92 334.3 3.0 2.52 34.64 36.51 0.93 334.3 2.8 2.28 35.27 37.15 0.94 334.3 2.6 2.04 35.65 37.54 0.95 334.3 2.3 1.80 35.78 37.68 0.95 334.3 2.1 1.56 35.69 37.58 0.95 334.3 1.9 1.32 35.36 37.24 0.94 334.3 1.7 1.08 34.80 36.67 0.94 334.3 1.4 0.84 34.02 35.88 0.93 334.3 1.2 0.60 33.03 34.86 0.91 334.3 1.0 0.36 31.83 33.63 0.90 334.3 0.7 0.12 30.43 32.19 0.88 334.3 0.5 0.00 28.83 30.55 0.86 334.3 0.3 0.00 27.15 28.83 0.84 334.3 0.1 0.00 25.51 27.15 0.82 334.2 0.0 1 334.3 5 c w I/) ..J 0 < 0.. I-0 0 0::: ~ 0.. cfs 0.00 0.57 1.05 1.57 2.10 2.66 3.18 3.68 4.19 4.70 5.23 5.34 5.17 4.99 4.80 4.59 4.38 4.17 3.96 3.74 3.52 3.29 3.07 2.84 2.60 2.37 2.13 1.89 1.64 1.39 1.15 0.90 0.82 5 D.A. # >< w 5.3 5.2 cfs 0.0 0.5 1.0 1.5 2.1 2.6 3.1 3.6 4.1 4.6 5.1 5.2 4.9 4.7 4.4 4.2 3.9 3.7 3.4 3.1 2.9 2.6 2.4 2.1 1.9 1.6 1.3 1.1 0.8 0.6 0.3 0.1 0.0 5 9902-<lra.xls Exhibit D-1 (!) ..J z <~ I-!!? 0 >< ~w cfs 0.00 0.51 1.03 1.54 2.05 2.56 3.08 3.59 4.10 4.62 5.13 5.19 4.93 4.68 4.42 4.16 3.91 3.65 3.40 3.14 2.88 2.63 2.37 2.11 1.86 1.60 1.34 1.09 0.83 0.57 0.32 0.06 0.00 5 D.A. # D.A. # 'It .c. Q c.. w "' z .. gi iii .. "C :E -g, c 0 8 :c Q. Qp 2.7 Tc 5.0 inc 0.5 Time cfs cfs 0.0 0.0 0.0 0.5 0.3 0.3 1.0 0.5 0.5 1.5 0.8 0.8 2.0 1.1 1.1 2.5 1.4 1.4 3.0 1.6 1.6 3.5 1.9 1.9 4.0 2.2 2.2 4.5 2.4 2.4 5.0 2.7 2.7 5.5 2.6 2.6 6.0 2.4 2.4 6.5 2.3 2.3 7.0 2.2 2.2 7.5 2.0 2.0 8.0 1.9 1.9 8.5 1.8 1.8 9.0 1.6 1.6 9.5 1.5 1.5 10.0 1.4 1.4 10.5 1.2 1.2 11.0 1.1 1.1 11.5 0.9 0.9 12.0 0.8 0.8 12.5 0.7 0.7 13.0 0.5 0.5 13.5 0.4 0.4 14.0 0.3 0.3 14.5 0.1 0.1 15.0 0.0 0.0 15.5 0.0 0.0 16.0 0.0 0.0 PEAK FLOWS 3 3 0.00 indicates inital condition EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING ALL PETS MEDICAL CENTER Pond Routing EVENT= 50 D.A.# c a + c ~ c .S! ..... g Ill + ..... ..... "Cl Ill c ~ !: + ~ + c: cu (/) c: 0-c N N a Q. w m 5.4 5.2 cfs cfs cfs cfs ft cfs 0.27 0.00 0.00 0.00 333.6 0.0 0.81 0.05 0.27 0.11 333.8 0.5 1.35 0.58 0.86 0.14 333.8 1.0 1.89 1.51 1.93 0.21 333.8 1.5 2.43 2.81 3.40 0.29 333.9 2.1 2.97 4.44 5.24 0.40 334.0 2.6 3.51 6.51 7.41 0.45 334.0 3.1 4.05 9.03 10.02 0.50 334.1 3.6 4.59 11.97 13.08 0.55 334.1 4.1 5.13 15.32 16.56 0.62 334.1 4.6 5.27 19.07 20.45 0.69 334.2 5.2 5.00 22.81 24.34 0.76 334.2 5.2 4.73 26.15 27.80 0.83 334.3 5.0 4.46 29.14 30.87 0.87 334.3 4.7 4.19 31.80 33.60 0.90 334.3 4.5 3.92 34.13 35.99 0.93 334.3 4.2 3.65 36.14 38.04 0.95 334.3 3.9 3.38 37.83 39.78 0.98 334.3 3.7 3.11 39.22 41.21 0.99 334.3 3.4 2.84 40.31 42.33 1.01 334.3 3.2 2.57 41.12 43.15 1.02 334.3 2.9 2.30 41.64 43.68 1.02 334.4 2.6 2.03 41.88 43.93 1.03 334.4 2.4 1.76 41.85 43.90 1.03 334.4 2.1 1.49 41.56 43.61 1.02 334.3 1.9 1.22 41.02 43.05 1.02 334.3 1.6 0.95 40.22 42.23 1.01 334.3 1.4 0.68 39.18 41.17 0.99 334.3 1.1 0.41 37.91 39.86 0.98 334.3 0.8 0.14 36.40 38.31 0.96 334.3 0.6 0.00 34.66 36.53 0.94 334.3 0.3 0.00 32.84 34.66 0.91 334.3 0.1 0.00 31.06 32.84 0.89 334.3 0.0 1 334.4 5 Q w (/) ..J 0 <I: Q. I-0 ~ g: cfs 0.00 0.63 1.18 1.76 2.36 2.99 3.55 4.11 4.69 5.27 5.86 5.99 5.80 5.58 5.35 5.12 4.89 4.65 4.41 4.17 3.92 3.67 3.41 3.15 2.89 2.63 2.36 2.09 1.81 1.54 1.26 0.97 0.89 6 D.A. # >< w 6.0 5.2 cfs 0.0 0.6 1.2 1.7 2.3 2.9 3.5 4.0 4.6 5.2 5.8 5.9 5.6 5.3 5.0 4.7 4.4 4.1 3.8 3.5 3.2 3.0 2.7 2.4 2.1 1.8 1.5 1.2 0.9 0.6 0.4 0.1 0.0 6 9902-dra.xls Exhibit D-1 C> ..J z <I: I= I-!!! e~ cfs 0.00 0.58 1.16 1.73 2.31 2.89 3.47 4.05 4.63 5.20 5.78 5.85 5.56 5.27 4.98 4.70 4.41 4.12 3.83 3.54 3.25 2.96 2.67 2.38 2.09 1.80 1.52 1.23 0.94 0.65 0.36 0.07 0.00 6 D.A. # D.A.# 'It .c. c a. w I'll ... 2 Cl iii 0 ... "C :ii: -g, c 0 0 :c a. (..) Qp 3.0 Tc 5.0 inc 0.5 Time cfs cfs 0.0 0.0 0.0 0.5 0.3 0.3 1.0 0.6 0.6 1.5 0.9 0.9 2.0 1.2 1.2 2.5 1.5 1.5 3.0 1.8 1.8 3.5 2.1 2.1 4.0 2.4 2.4 4.5 2.7 2.7 5.0 3.0 3.0 5.5 2.9 2.9 6.0 2.7 2.7 6.5 2.6 2.6 7.0 2.4 2.4 7.5 2.3 2.3 8.0 2.1 2.1 8.5 2.0 2.0 9.0 1.8 1.8 9.5 1.7 1.7 10.0 1.5 1.5 10.5 1.4 1.4 11.0 1.2 1.2 11.5 1.1 1.1 12.0 0.9 0.9 12.5 0.8 0.8 13.0 0.6 0.6 13.5 0.5 0.5 14.0 0.3 0.3 14.5 0.2 0.2 15.0 0.0 0.0 15.5 0.0 0.0 16.0 0.0 0.0 PEAK FLOWS 3 3 0.00 indicates inital condition EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING ALL PETS MEDICAL CENTER Pond Routing EVENT= 100 D.A. # c a t. c c :!2 0 .... q :;:; en + .... en c -+ .... "C ~ ~ + :!2 c + c cu II) II) c 0-c N N a a. w Ill 6.0 5.2 cfs cfs cfs cfs ft cfs 0.30 0.00 0.00 0.00 333.6 0.0 0.91 0.08 0.30 0.11 333.8 0.6 1.51 0.69 0.99 0.15 333.8 1.2 2.12 1.75 2.20 0.22 333.8 1.7 2.72 3.22 3.87 0.32 333.9 2.3 3.33 5.10 5.94 0.42 334.0 2.9 3.93 7.50 8.43 0.47 334.0 3.5 4.53 10.38 11.43 0.52 334.1 4.0 5.14 13.74 14.91 0.59 334.1 4.6 5.74 17.55 18.88 0.66 334.2 5.2 5.89 21.80 23.29 0.75 334.2 5.8 5.59 26.05 27.70 0.83 334.3 5.9 5.29 29.89 31.64 0.87 334.3 5.6 4.99 33.34 35.18 0.92 334.3 5.3 4.69 36.41 38.33 0.96 334.3 5.0 4.38 39.12 41.10 0.99 334.3 4.7 4.08 41.46 43.50 1.02 334.3 4.4 3.78 43.45 45.54 1.05 334.4 4.1 3.48 45.09 47.23 1.07 334.4 3.8 3.17 46.40 48.57 1.08 334.4 3.5 2.87 47.38 49.58 1.10 334.4 3.3 2.57 48.05 50.26 1.10 334.4 3.0 2.27 48.40 50.62 1.11 334.4 2.7 1.96 48.45 50.67 1.11 334.4 2.4 1.66 48.20 50.41 1.11 334.4 2.1 1.36 47.66 49.86 1.10 334.4 1.8 1.06 46.85 49.02 1.09 334.4 1.5 0.76 45.75 47.90 1.08 334.4 1.2 0.45 44.39 46.51 1.06 334.4 0.9 0.15 42.n 44.85 1.04 334.4 0.6 0.00 40.90 42.92 1.01 334.3 0.4 0.00 38.92 40.90 0.99 334.3 0.1 0.00 36.99 38.92 0.96 334.3 0.0 1 334.4 6 c w II) ..J 0 ct a. I-0 0 a: I-a. cfs 0.00 0.69 1.31 1.96 2.64 3.31 3.94 4.57 5.22 5.87 6.53 6.68 6.44 6.19 5.94 5.69 5.43 5.16 4.90 4.62 4.35 4.07 3.78 3.49 3.20 2.90 2.60 2.30 2.00 1.69 1.37 1.06 0.96 7 D.A. # >< w 6.7 5.2 cfs 0.0 0.6 1.3 1.9 2.6 3.2 3.9 4.5 5.2 5.8 6.5 6.6 6.2 5.9 5.6 5.3 4.9 4.6 4.3 4.0 3.6 3.3 3.0 2.7 2.3 2.0 1.7 1.4 1.0 0.7 0.4 0.1 0.0 7 9902-{jra.x!s Exhibit D-1 (!) ..J 2 ct i= I-!!'l g~ cfs 0.00 0.65 1.29 1.94 2.59 3.24 3.88 4.53 5.18 5.83 6.47 6.55 6.23 5.90 5.58 5.26 4.93 4.61 4.29 3.96 3.64 3.31 2.99 2.67 2.34 2.02 1.70 1.37 1.05 0.73 0.40 0.08 0.00 7 ~ .!:!. a ALL PETS MEDICAL CENTER 5 Year Event Hydrograph 4 .00 3.50 3.00 2.50 2 .00 1.50 1.00 0.50 0.00 ------------1----------------1-___,...._-'"'-+------+------! 0.00 2.00 4 .00 6 .00 8.00 10.00 Time(m l n.) 12 .00 14.00 16.00 18 .00 20 .00 --Pond --Qn+1 Bypass --TOTAL PROPOSED - - -TOT AL EXISTING 5/5/99 Exhibit D-2 5.00 4 .50 \. 4 .00 \. \. \. 3.50 3.00 ~ ~ 2 .50 a 2.00 1.50 1.00 0.50 0 .00 0 .00 2 .00 4 .00 6 .00 \. \. \. ALL PETS MEDICAL CENTER \. 10 Year Event Hydrograph \. \ \ \. \. \ \. '\ \. \. \. \ \. \. \. \. \. \. \ \. \. \ 8 .00 10 .00 Time(min.) 12 .00 14 .00 16 .00 18.00 20 .00 --Pond --Qn+1 Bypass --TOTAL PROPOSED - - -TOT AL EXISTING 5/5/99 Exhibit D-2 5.00 4 .00 'I ~ 'I ~ 3.00 " a 'I 'I 2 .00 1.00 " " " " 'I " " ', \. \. \. \. ALL PETS MEDICAL CENTER \. \. 25 Year Event Hydrograph \. \. \. \. ', \. \. ', \. \. \. \. \. \. ', \. \. \. \. 0.00-""----.,__--___,,__ __ ---+-----+-----+-----+-----1----''"-_,.. _____ -+----~ 0.00 2.00 4 .00 6.00 8.00 10.00 Time(min .) 12 .00 14 .00 16.00 18 .00 20 .00 ---Pond --Qn+1 Bypass --TOTAL PROPOSED ---TOT AL EXISTING 5/5/99 Exhibit D-2 6 .00 ', 5.00 -" \. \. 4 .00 3.00 2.00 1.00 ALL PETS MEDICAL CENTER " 50 Year Event Hydrograph ' \. \. ' \ \. \. ' \ \. " ' "\. " 0.00 -f'"'------i,__---+----+----+-----;----+----+---'...___,._+-----;----1 0.00 2 .00 4 .00 6 .00 8.00 10.00 Time (min.) 12 .00 14 .00 16.00 18.00 20 .00 --Pond --Qn+1 Bypass --TOTAL PROPOSED -- -TOT AL EXISTING 5/5/99 Exhibit D-2 ALL PETS MEDICAL CENTER 100 Year Event Hydrograph 7 .00 6 .00 5.00 ~ ~ 4 .00 a 3.00 2.00 1.00 0 .00 .,::;.-----------+-------1-----+---------+-___;:,..__..;::o._ ___ ~------! 0.00 2 .00 4.00 6 .00 8.00 10.00 Time (min.) 12 .00 14 .00 16 .00 18 .00 20.00 --Pond --Qn+1 Bypass --TOTAL PROPOSED - - -TOTAL EXISTING 5/5/99 Exhibit D-2 *# u Ill 0 .090 0.080 0.070 0.060 i 0.050 ~ ~ 0.040 0.030 0 .020 0 .010 ALL PETS MEDICAL CENTER Stage-Storage Curve o .ooo-l-~~~~~~~+-....... ~~.-..::::::::::::::=::::+-~~~~~~~+-~~~~~~~+-~~~~~~~+-~~~~~~---1 333 333 .5 334 334.5 Elevatlon (msl) 335 335 .5 336 Exhibit D-3 ALL PETS MEDICAL CENTER Stage-Discharge Curve o.ooo L-------+----4~-~====t:==::=~---+-------1--------+------_j 333.0 333 .5 334.0 334 .5 Elevation (msl) 335.0 335 .5 336 .0 Exhibit D-3