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Home My WebLink About5 St Thomas Aquinas 03-75 2541 Earl Rudder FWY S.I , I I . I I. d-- IV·/-03 Drajnage, ··Water & Sewer Report FO.l? St. . Thomas Aquinas Catholic Ch urcl1 NTS October, 2003 Prepared By: McClure Engineering, Inc. 1008 WOODCREEK DRIVE SUITE 103 COLLEGE STATION, TEXAS 77845 (979) 693-3838 REVIEWED F COMP''""' NOV 2 5 200 COLLEGI: ~ I lo\ I • ENGINEERI ~-----·----··--------------- Dra1nage, Water & Sewer Report FOR St. Thomas Aquinas Catholic Church NTS October, 2003 Prepared By: McClure Engineering. Inc. 1008 WOODCREEK DRIVE CERTIFICATION I, Kent M. Laza, Registered Professional Engineer No. 65923 , State of Texas, certify that the Drainage, Water & Sewer Report, for ST. THOMAS AQUINAS CATHOLIC CHURCH, were prepared by me in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owners thereof. Kent M. Laza, P .E. DRAINAGE REPORT TAB LE OF C ONTENTS DRAINAGE REPORT INTRODUCTION LOCATION DESCRIPTION DRAINAGE BASIN STORM DRAIN DESIGN CRITERIA STORM DRAIN SYSTEM DESIGN DETENTION POND DESIGN CONCLUSION WATER AND SEWER REPORT GENERAL INFORMATION WATER SYSTEM ANALYSIS CONCLUSION (WATER) SEWER SYSTEM ANALYSIS CONCLUSION (SEWER) TAB LE OF EXHIBITS EXCERPT FROM FLOOD INSURANCE RATE MAP POND ANALYSIS DRAINAGE AREA MAP STORM DRAIN SYSTEM DRAINAGE AREA MAP EXISTING CONDITION DRAINAGE AREA MAP RATI ONAL METHOD CALCULATIONS INLET COMPUTATIONS PIPE SIZE CALCULATIONS DETENTION POND ROUTING EXISTING P OND ROUTING PROPOSED WATER SYSTEM (schematic drawing) STATIC FLOW ANALYSIS (KYPIPE) FIRE FLOW ANALYSIS (KYPIPE) FIRE FLOW TEST PROPOSED SANITARY SEWER SYSTEM (schematic drawing) SEWER ANALYSIS DRAINAGE , WATER AND SEWER REPORT St. Thomas Aquinas Catholic Church 1 1 1 2 2 2 2 3 4 4 5 5 6 A B-1 B-2 B -3 C-1 C-2 C-3 D-1 D-2 E F G H I J ii INTRODUCTION STORM DRAINAGE REPORT St. Thomas Aquinas Catholic Church College Station, Texas This study is intended to describe the effects upon the drainage system that result from the development of a 17.56-acre tract located south of the exiting St. Thomas Aquinas Catholic Church. It compares the existing and proposed conditions to show that improvements associated with the development do not cause adverse impacts on downstream properties. LOCATION The site is located in College Station, near the intersection of North Forest Parkway and the northbound frontage road of Earl Rudder Freeway (Hwy. 6). The site is bounded by Earl Rudder Freeway to the west, North Forest Parkway to the south, property owned by Clement A. Fojtic to the east and property owned by College Station Bypass, Ltd. to the north. DESCRIPTION The site for the church expansion includes a total of 17 .56-acres, but only about half of that area is effected by the proposed construction. It is currently pastureland that is covered with small brush and native grasses. The land slopes generally southward and is drained by a storm drain located in North Forest Parkway. The stormwater from this site drains to Bee Creek and eventually the Navasota River. DRAINAGE, WATER AND SEWER REPORT St Thomas Aquinas Catholic Church Pg . 1 DRAINAGE BASIN The site lies in the drainage basin of Bee Creek, which is a tributary of Carters Creek. No part of the site is located in a 100-Year Flood Haz.ard Area according to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map No. 48041C163 C effective July 2, 1992 as prepared by the Federal Emergency Management Agency (See Exhibit A). STORM DRAIN DESIGN CRITERIA The proposed drainage system is designed in accordance with the City of College Station Drainage Policy and Design Standards (DPDS). The design storm for the underground system is a 10-year event, and flow calculations are based on the Rational Method Pipe sizes were determined from Manning's Equation using an "n" of 0.014. STORM DRAIN SYSTEM DESIGN Storm water from the proposed development will be captured in the parking lot curbs and conveyed to curb inlets that drain into the detention facility. Exhibit C-1 gives the runoff calculations for the drainage areas. Inlet sizing computations are shown in Exhibit C-2, and Exhibit C-3 shows the pipe slope calculations based on Manning 's equation. All computations use the parameters provided in the DPDS. DETENTION POND DESIGN The proposed detention pond is located in the southern end of the property. It consists of an earthen berm and a concrete flume along the southern property boundary. The outlet for this pond DRAINAGE, WATER AND SEWER REPORT St Thomas Aquinas Catholic Church Pg. 2 I a 21" HDPE pipe . The pond discharges into an existing inlet located on North Forest Parkway. An existing retention pond is located on the property between the sanctuary and the rectory. This pond is used for a storm drain outlet, but it is not included in the overall detention calculations. The hydrograph calculations for this pond are included in this report to show discharge rates and water elevations during the design storms. Each pond was modeled for the 5, 10, 25, 50, and 100 year storm events. The hydrologic analysis of the drainage system is shown in Exhibits D-1 and D-2. Exhibit D-1 shows the hydraulic routing for the detention pond. Exhibit D-2 shows hydraulic routing for the existing pond. A summary of the combined drainage effects is shown below: Detention Detention Bypass Total Existing Event Pond Pond Flowrate Proposed Condition Flowrate Elevation Flowrate Flowrate 5 year 21 cfs 260.2 ' 7 cfs 27 cfs 28 cfs 10 year 21 cfs 260.4' 8 cfs 29 cfs 32 cfs 25 year 22 cfs 260.5 ' 9 cfs 31 cfs 37 cfs 50 year 22 cfs 260.7' 10 cfs 33 cfs 42 cfs 100 year 23 cfs 260.9' 12 cfs 35 cfs 47 cfs Top of berm = 262 ft. TABLE 1 CONCLUSION The post-development flowrate is reduced to a level less than the pre-development flowrate for the 5 , 10, 25 , 50 , and 100-year events. The 100-year event is contained in the ponds and released through the pond outlet devices. The drainage design for this site meets the requirements as stated in DRAINAG E, WATER AND SEWER REPORT St. Thomas Aquinas Catholic Church Pg . 3 I WATER AND SEWER REPORT for St. Thomas Aquinas Catholic Church GENERAL INFORMATION St. Thomas Aquinas Catholic Church is an existing church located on a 10.0-acre tract near the intersection of North Forest Parkway and the northbound access road of Earl Rudder Freeway (Hwy. 6). Recently the church purchased a 17.6-acre tract that borders their existing site to the south. The church is proposing to add two additional buildings and associated parking improvements on the new site. The site is surrounded by Earl Rudder Freeway to the west, property owned by College Station Bypass, ltd. to the north, to the east by property owned by Clement A. Fojtic, and to the south by North Forest Parkway. WATER SYSTEM ANALYSIS Currently there is a 12" waterline that is located adjacent to the site parallel to Earl Rudder Freeway. The also is an 8" line that borders the site to the north between the Westinghouse property and the existing church site. An 8" loop with two hydrants supplies the existing building with fire protection. The proposed water line for the new site will connect into this existing 8" loop in two places. Computer modeling of the St. Thomas Catholic Church water system was conducted using the Kentucky Pipe Network Analysis (KYPIPES). The City of College Station provided flow test data from a hydrant located on the existing St. Thomas site. A copy of their report is shown in Exhibit D. A residual pressure of 107 psi was found at the hydrant. Since that is the lowest pressure that is likely to be realized in the existing system, it was used as the beginning pressure for the computer model. The land use method was used to estimate the domestic water demands for the site. A population factor of30 persons/acre and an average flow of35 gaVday/capita were used to develop the demands. A peak factor of 4.5 was used to produce the peak hourly flow. The total site demand for both existing and proposed was determined to be 90 gpm for the peak condition. A schematic diagram of the water system is shown in Exhibit A. Two computer models of DRAINAGE , WATER AND SEWER REPORT St. Thomas Aquinas Catholic Church Pg . 4 I this system were prepared. The first model evaluates the system under fire flow conditions in which 2500 gpm are flowing through two fire hydrants (1250 gpm each). In order to simulate a worst-case scenario, the two hydrants are placed at locations where the greatest demand occurs. Those are found at Node 3 and Node 4 . The minimwn pressure allowed by the Texas Commission on Environmental Quality (TCEQ) is 20 psi. A printout of the model results is shown in Exhibit B. The second computer model is an evaluation of the system under static conditions (peak demand, no fire flows). Under this scenario , the minimwn pressure allowed by the TCEQ is 30 psi. A printout of the model results is shown in Exlubit C. Conclusion Under both scenarios described above, the water system provides pressures that greatly exceed the minimwn pressures. Under fire flow conditions, the minimwn pressure is 97.76 psi at Node 3, and under static conditions the minimwn pressure is 105. 73 psi at Node 5. These computer models demonstrate that the proposed water system in St. Thomas Catholic Church is of adequate size to meet static and fire demands of the proposed buildings. SEWER SYSTEM ANALYSIS An 8" SIL is runs behind the south curb on Spring Creek Dr. There is a manhole located approximately 100' east ofNorth Forest Parkway on this sewer line. This manhole will serve as the primary sewer outfall for the new site. The connection point to the sewer line is shown at Node 4 on the Sewer Line Schematic shown in Exhibit E. Sewage flows from the proposed development are computed by fixture counts for the buildings that are currently being planned. The flowrates and line sizes are computed using the spreadsheet shown in Exhibit F. Peaking factors are also computed by the spreadsheet and range from 3 .53 to 3 .94. The calculated slopes for each line indicate the slope needed to pass the amount of wastewater that it is carrying at 2.0 feet/sec. In each case, the calculated slope is compared to the minimwn slope allowed by TCEQ. As long as the calculated slope is lower than the required slope, the lines can be DRAINAGE , WATER AND SEWER REPORT St. Thomas Aquinas Catholic Church Pg. 5 constructed at the TCEQ minimum slope and still be expected to function appropriately. Slopes shown in red on Exhibit F fit these criteria. Conclusion All of the lines in the spreadsheets on Exlnbit F have computed slopes shown in red that are less than the minimwn required by 1NRCC. Therefore, we conclude that the lines are adequately sized and will easily carry the sewage flows that are expected to pass through them. DRAJNAGE, WATER AND SEWER REPORT St. Thomas Aquinas Catholic Church Pg. 6 ·.:::~.~-. ·.·. ·· ... _~"· .. ~ .. ! •• \ .... NTS City of College Sr..tti011 4~0083 SITE EXHIBIT A Flood Insurance Rote Mop Exc erpt Brazos County, Texas and Incorporated Areas Mop Numbers: 48041C0163C Effective Date: July 2, 1992 ~ 3: c 0 it: w ...I ...I < ~ D.. < u.. 0 I-c w it: j:: z < z (!) ...I < w z w u :s i= < w ...I ~~ :Iii ...I z ~ c w < it:(!) ~ ii) ~ I-Wz 0 ~~ w 0 >w c I-it: D.. I-0 ...I NO. AC. 0.4 0.55 0.9 ft. Pond 10.60 3.39 0.00 7.21 7.85 100.0 Ex 9.00 8.00 0.00 1.00 4.10 300.0 Bvoass 4.07 4.07 0.00 0.00 1.63 574.0 1 0.00 0.00 0.00 0.00 0.00 6.0 2 0.00 0.00 0.00 0.00 0.00 5.0 3 0.62 0.23 0.00 0.39 0.44 130.0 4A 1.70 0.51 0.00 1.19 1.28 24.0 4B 0.23 0.09 0.00 0.14 0.16 5.0 Pond-Out 3.00 1.00 0.90 1.10 1.89 436.0 5 0.63 0.09 0.00 0.54 0.52 34.0 5.5 0.39 0.00 0.00 0.39 0.35 35.0 6 0.59 0.32 0.00 0.27 0.37 34.0 6.1 0.00 0.00 0.00 0.00 0.00 1.0 7 0.63 0.44 0.00 0.19 0.35 34.0 7.5 0.51 0.28 0.00 0.23 0.32 35.0 8 0.70 0.36 0.00 0.34 0.45 34.0 9 1.11 0.35 0.00 0.76 0.82 34.0 10 0.78 0.47 0.00 0.31 0.47 34.0 EXHIBIT C-1 Rational Formula Drainage Area Calculations St. Thomas Aquinas Church 3: 0 3: 3: ...I u.. 0 0 c ...I ...I z u.. u.. ~ :s it: ::r it: (3 u w I-w I-u it: ...I ~(!) ~...I 0 I-u w ...I :::> z :::> ...I ...I iV w >< ~ I/) a .,, 0 u.. (!) ~ (!) ~ u :::> !::! !!? a ft. ft. ft. ft/s min min In/Hr cfs In/Hr cfs 0.5 985.0 4.7 1.2 15.3 15.3 5.13 40.3 6.3 49.5 1.4 180.0 1.0 0.6 12.4 12.4 5.72 23.5 7.0 28.7 1.8 337.0 0.8 0.5 30.5 30.5 3.43 5.6 4.3 7.0 0.1 252.0 1.5 1.5 2.9 10.0 6.33 0.0 7.7 0.0 0.1 176.0 1.0 1.4 2.1 10.0 6.33 0.0 7.7 0.0 1.3 28.0 0.1 0.8 3.4 10.0 6.33 2.8 7.7 3.4 0.2 362.0 2.2 1.4 4.5 10.0 6.33 8.1 7.7 9.8 0.1 278.0 1.7 1.5 3.1 10.0 6.33 1.0 7.7 1.2 1.1 250.0 2.7 0.5 23.0 23.0 4.08 7.7 5.1 9.6 0.3 239.0 1.4 1.3 3.4 10.0 6.33 3.3 7.7 4.0 1.3 240.0 2.4 1.9 2.4 10.0 6.33 2.2 7.7 2.7 0.3 239.0 1.4 1.3 3.4 10.0 6.33 2.3 7.7 2.9 1.0 1.0 1.0 10.4 0.0 10.0 6.33 0.0 7.7 0.0 0.3 239.0 1.4 1.3 3.4 10.0 6.33 2.2 7.7 2.7 1.3 240.0 2.4 1.9 2.4 10.0 6.33 2.0 7.7 2.5 0.3 239.0 1.4 1.3 3.4 10.0 6.33 2.8 7.7 3.5 0.3 239.0 1.4 1.3 3.4 10.0 6.33 5.2 7.7 6.3 0.3 239.0 1.4 1.3 3.4 10.0 6.33 3.0 7.7 3.6 0 .,, 0 .... .,, ~ !: a !::! a In/Hr cfs In/Hr cfs 7.1 55.8 8.1 63.9 7.9 32.3 9.0 36.9 4.9 8.0 5.6 9.1 8.6 0.0 9.9 0.0 8.6 0.0 9.9 0.0 8.6 3.8 9.9 4.4 8.6 11.0 9.9 12.6 8.6 1.4 9.9 1.6 5.8 10.8 6.6 12.4 8.6 4.5 9.9 5.1 8.6 3.0 9.9 3.5 8.6 3.2 9.9 3.7 8.6 0.0 9.9 0.0 8.6 3.0 9.9 3.4 8.6 2.8 9.9 3.1 8.6 3.9 9.9 4.4 8.6 7.1 9.9 8.1 8.6 4.0 9.9 4.6 ~ 0 !!? a In/Hr cfs 9.2 72.4 10.2 41.7 6.4 10.4 11.1 0.0 11.1 0.0 11.1 4.9 11.1 14.2 11.1 1.8 7.5 14.1 11.1 5.8 11.1 3.9 11.1 4.1 11.1 0.0 11.1 3.9 11.1 3.6 11.1 5.0 11.1 9.2 11.1 5.2 0 0 !: In/Hr 10.4 11.5 7.2 12.5 12.5 12.5 12.5 12.5 8.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 0 0 ... a cfs 81.6 47.0 11.8 0.0 0.0 5.5 16.0 2.0 16.0 6.5 4.4 4.6 0.0 4.3 4.0 5.6 10.3 5.8 10/3/2003 0309-dra.xls Exhibit C-1 ~ . '-'o g~ ~~ 3 48 5 5.5 6 7 7.5 8 9 10 ~ i.. < ~ ~ 0 ~ = ~ i.. ·-~ ~ > i.. o~ 0 ~ ~ i.. ~ ~ ~ ~ = ·; i.. ~ cfs 4B I 5.5 na I 2.0 6.0 I 6.5 na I 4.4 7.0 I 4.6 na I 4.3 na I 4.0 9.0 I 5.6 10.0 I 10.3 na I 4.0 i.. ~ > 0 t' i.. ~ u 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.9 ... ~ = ~ ... ~ 0 -; ... 0 ~ 5.5 2.0 6.5 4.4 4.6 4.3 4.0 5.6 10.3 5.9 .c: ... "'O ~ ... ~ ~ i.. ... 00. 27 27 27 27 27 27 27 27 27 27 EXHIBIT C-2 INLET COMPUTATIONS St. Thomas Aquinas Church ... ~ ~ i.. ... 00. -"'O .... = ~ =' i..-·s ~ O" Q., ~ 0 ~ r.i3 0.5% 0.1% 0.7% 0.3% 0.4% 0.3% 0.3% 0.5% 1.7% 0.6% d z ... ~ = ~ ... ~ -= ~ ... ~ 0 '3 0 ~ 3 I 5.5 4 118.0 5 I 6.5 5.5 I 4.4 6 I 4.6 7 I 4.3 7.5 I 4.0 8 I 5.6 9 110.3 10 I 5.9 DESCRIPTION Proposed Grate Inlet Std. Low Point Inlet Std. Low Point Inlet Proposed Grate Inlet Std. Low Point Inlet Std. Low Point Inlet Proposed Grate Inlet Std. Low Point Inlet Std. Low Point Inlet Std. Low Point Inlet ~ ~ i.. ~ ~ ~ ~ -0 O" ~ ~ "'O ~ "'O ·;:; 0 i.. ~ ~ Curb Inlet cfs I ft I ft 1.69110.631 10 1.691 3.86 I 5 1.691 2.75 I 5 1.69 I 2.57 I 5 1.691 3.33 I 5 1.691 6.10 I 5 1.691 3.48 I 5 i.. .c: . ~ ... ~ > Q., • 0 ~ 00. >. ~ ~ I. "'O ~ i.. ~ • ~ "'O ~ u § < 0 ~ u "'O ~ .!:: = O" ~ ~ ~ i.. < Grate Inlet "'O ~ "'O ·;:; 0 i.. ~ ~ ~ i.. < ft I cfs I sq-ft I sq-ft 01 1.51 3.411.611 2 1.1 0 01 1.51 3.411.28 I 2 0 0 011.513.411.161 2 0 1.9 0 10/3/2003 0309-dra.xls Exhibit C-2 s 0 < Em; i.. u 0 z ~ -00 Em; ,..:i ~ ~ .~ ~ Em; ,..:i "' z 0 0 CJ ~ .... Em; Em; Em; ~ # # Ac. min yr 3 48 0.4 10.0 2 48 HW 1.9 11.0 2 Pond-Out 5 1.9 23.0 2 5 6 2.8 24.2 2 5.5 5 0.4 10.0 2 6 6.1 3.1 24.8 2 6.1 7 3.1 25.0 2 7 HW 3.5 25.2 2 7.5 8 0.3 10.0 2 8 9 0.8 11.0 2 9 10 1.6 11.5 2 10 HW 2.1 11.7 10 EXHIBIT C-3 PIPE SIZE CA LC ULA TIONS St. Thomas Aquinas Church .~ Si « "' ~ « ~ ·-~ ~ "' Q. Q. ~ "' "O ~ ~ 0 ~ ~ Ci5 -"O Q. i.. "' ~ ::s ~ ~ = .... ~ .s: ._, "'« ... "O ii':: .::, ii':: 0 ii':: -~ ~ 0 CJ N ~ fZ 'Cl 0 0 0 ·c .... < fZ z fZ r.. VJ cfs cfs # cfs O/o " 2.8 2.8 1 2.8 0.22 15 11.4 11.4 1 11.4 0.29 24 7.7 7.7 1 7.7 0.27 21 10.9 10.9 1 10.9 0.27 24 2.2 2.2 1 2.2 0.05 18 12.2 12.2 1 12.2 0.33 24 12.1 12.1 1 12.1 0.33 24 13.4 13.4 1 13.4 0.22 27 2.0 2.0 1 2.0 0.11 15 4.7 4.7 1 4.7 0.60 15 9.5 9.5 1 9.5 0.41 21 16.7 16.7 1 16.7 0.63 24 * See Plan & Profile for pipe slope used (Pipe slope >or= Friction slope) ~ .§ = Em; Em; C-' "a:i ~ z ~ ~ ~ i.. ;:;.. ,..:i Em; fps I min 2.3 133 0.97 3.6 22 0.10 3.2 225 1.17 3.5 141 0.68 1.3 110 1.46 3.9 45 0.19 3.9 46 0.20 3.4 10 0.05 1.6 100 1.01 3.8 103 0.45 3.9 45 0.19 5.3 151 0.47 "O = ~ @) CJ Em; min 10.97 11.07 24.16 24.84 11.46 25.03 25.23 25.28 11.01 11.47 11.66 12.13 Em; e: ES ~ .... ~ = I I 10/3/2003 0309-dra.xls Exhibit C-3 O.A.# 0.A.# • .c 0 a. UJ ~ z "' iii e .,, ::;: .,, c >-0 0 :c Q. 0 Qp 49.5 Tc 15.3 inc 1.0 Time crs crs 0.0 0.0 0.0 1.0 3.2 3.2 2.0 6.4 6.4 3.0 9.7 9.7 4.0 12.9 12.9 5.0 16.1 16.1 6.0 19.3 19.3 7.0 22.6 22.6 8.0 25.8 25.8 9.0 29.0 29.0 10.0 32.2 32.2 11.0 35.5 35.5 12.0 38.7 38.7 13.0 41.9 41.9 14.0 45.1 45.1 15.0 48.4 48.4 16.0 48.4 48.4 17.0 46.8 46.8 18.0 45.2 45.2 19.0 43.6 43.6 20.0 41.9 41.9 21.0 40.3 40.3 22.0 38.7 38.7 23.0 37.1 37.1 24.0 35.5 35.5 25.0 33.9 33.9 26.0 32.3 32.3 27.0 30.7 30.7 28.0 29.0 29.0 29.0 27.4 27.4 30.0 25.8 25.8 31.0 24.2 24.2 32.0 22.6 22.6 33.0 21.0 21.0 34.0 19.4 19.4 35.0 17.8 17.8 36.0 16.1 16.1 37.0 14.5 14.5 38.0 12.9 12.9 39.0 11.3 11.3 40.0 9.7 9.7 41.0 8.1 8.1 42.0 6.5 6.5 43.0 4.9 4.9 44.0 3.2 3.2 45.0 1.6 1.6 46.0 0.0 0.0 47.0 0.0 0.0 48.0 0.0 0.0 49.0 0.0 0.0 50.0 0.0 0.0 51.0 0.0 0.0 52.0 0.0 0.0 53.0 0.0 0.0 54.0 0.0 0.0 55.0 0.0 0.0 56.0 0.0 0.0 57.0 0.0 0.0 58.0 0.0 0.0 59.0 0.0 0.0 60.0 0.0 0.0 61.0 0.0 0.0 62.0 0.0 0.0 63.0 0.0 0.0 64.0 0.0 0.0 PEAK FLOWS I 48 48 0.00 indicates inital condition EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING St. Thomas Aquinas Church Pond Routing EVENT= 5 0.A.# c a t. c c ~ 0 + a .. "' ... + .,, " "' c + .. + ~ c c > a. "' c 0 .!! >-.E N N a Q. UJ Ill 7.0 30.5 crs cfs cfs crs " cfs 3.22 0.00 0.00 0.00 257.9 0.0 9.67 1.33 3.22 0.95 258.1 0.2 16.12 4.70 11.01 3.15 258.4 0.5 22.57 8.95 20.82 5.94 258.8 0.7 29.02 16.28 31.52 7.62 259.0 0.9 35.47 29.51 45.30 7.90 259.0 1.1 41.92 48.38 64.98 8.30 259.1 1.4 48.37 72.68 90.30 8.81 259.1 1.6 54.82 102.19 121.05 9.43 259.2 1.8 61.27 136.69 157.00 10.16 259.2 2.1 67.71 175.98 197.95 10.99 259.3 2.3 74.16 219.86 243.69 11.91 259.4 2.5 80.61 268.16 294.03 12.93 259.4 2.7 87.06 320.70 348.78 14.04 259.5 3.0 93.51 377.29 407.76 15.23 259.6 3.2 96.76 437.78 470.80 16.51 259.7 3.4 95.17 498.94 534.54 17.80 259.9 3.7 91.95 556.10 594.11 19.01 260.0 3.9 88.72 608.76 648.05 19.64 260.0 4.1 85.50 657.95 697.49 19.77 260.0 4.3 82.27 703.69 743.45 19.88 260.1 4.6 79.05 745.99 785.97 19.99 260.1 4.8 75.83 784.88 825.04 20.08 260.1 5.0 72.60 820.36 860.70 20.17 260.1 5.3 69.38 852.45 892.96 20.25 260.2 5.5 66.15 881.18 921.83 20.32 260.2 5.7 62.93 906.56 947.33 20.39 260.2 5.9 59.70 928.60 969.49 20.44 260.2 6.2 56.48 947.33 988.31 20.49 260.2 6.4 53.25 962.75 1003.81 20.53 260.2 6.6 50.03 974.89 1016.01 20.56 260.2 6.8 46.80 983.76 1024.92 20.58 260.2 6.9 43.58 989.38 1030.56 20.59 260.2 6.8 40.36 991.76 1032.96 20.60 260.2 6.7 37.13 990.92 1032.11 20.60 260.2 6.6 33.91 986.87 1028.05 20.59 260.2 6.5 30.68 979.64 1020.78 20.57 260.2 6.3 27.46 969.23 1010.32 20.54 260.2 6.2 24.23 955.67 996.69 20.51 260.2 6.1 21.01 938.97 979.91 20.47 260.2 6.0 17.78 919.14 959.98 20.42 260.2 5.9 14.56 896.20 936.92 20.36 260.2 5.8 11.33 870.17 910.76 20.30 260.2 5.7 8.11 841.06 881.50 20.22 260.2 5.5 4.89 808.88 849.17 20.14 260.1 5.4 1.66 773.66 813.77 20.06 260.1 5.3 0.02 735.40 775.32 19.96 260.1 5.2 0.00 695.70 735.42 19.86 260.1 5.1 0.00 656.18 695.70 19.76 260.0 5.0 0.00 616.85 656.18 19.66 260.0 4.9 0.00 577.92 616.85 19.47 260.0 4.7 0.00 540.56 577.92 18.68 259.9 4.6 0.00 504.72 540.56 17.92 259.9 4.5 0.00 470.33 504.72 17.20 259.8 4.4 0.00 437.33 470.33 16.50 259.7 4.3 0.00 405.66 437.33 15.83 259.7 4.2 0.00 375.28 405.66 15.19 259.6 4.1 0.00 346.13 375.28 14.58 259.6 3.9 0.00 318.15 346.13 13.99 259.5 3.8 0.00 291.31 318.15 13.42 259.5 3.7 0.00 265.56 291.31 12.88 259.4 3.6 0.00 240.85 265.56 12.36 259.4 3.5 0.00 217.13 240.85 11.86 259.4 3.4 0.00 194.38 217.13 11.38 259.3 3.3 0.00 172.55 194.38 10.92 259.3 3.1 21 260.2 7 0.A.# 0 UJ "' _,o <( Q. ... 0 00:: )( .... Q. UJ 28.7 12.4 crs els 0.00 0.0 1.17 2.3 3.61 4.6 6.62 6.9 8.53 9.3 9.04 11.6 9.67 13.9 10.41 16.2 11.26 18.5 12.21 20.8 13.27 23.1 14.42 25.5 15.67 27.8 17.01 28.0 18.43 26.8 19.93 25.7 21.45 24.5 22.89 23.3 23.75 22.2 24.10 21.0 24.45 19.9 24.78 18.7 25.11 17.6 25.42 16.4 25.73 15.2 26.03 14.1 26.32 12.9 26.61 11.8 26.88 10.6 27.15 9.5 27.41 8.3 27.50 7.1 27.40 6.0 27.29 4.8 27.17 3.7 27.05 2.5 26.91 1.4 26.77 0.2 26.63 0.0 26.47 0.0 26.31 0.0 26.14 0.0 25.96 0.0 25.77 0.0 25.58 0.0 25.37 0.0 25.16 0.0 24.95 0.0 24.74 0.0 24.53 0.0 24.21 0.0 23.31 0.0 22.44 0.0 21.60 0.0 20.79 0.0 20.01 0.0 19.25 0.0 18.53 0.0 17.82 0.0 17.14 0.0 16.48 0.0 15.85 0.0 15.23 0.0 14.64 0.0 14.07 0.0 27 28 0 _,!!': <( ... ... !!1 0 )( .... UJ els 0.00 2.31 4.63 6.94 9.26 11.57 13.88 16.20 18.51 20.83 23.14 25.45 27.77 27.97 26.81 25.65 24.49 23.34 22.18 21.02 19.87 18.71 17.55 16.40 15.24 14.08 12.92 11.77 10.61 9.45 8.30 7.14 5.98 4.83 3.67 2.51 1.35 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 28 0309-0ra.xls EJ<tiibitD-1 D.A.# D.A. # • .c 0 a. w I! "' z iii e " ::i;; " c >-0 0 :i:: Q. 0 Qo 66.8 Tc 16.3 inc 1.0 Tim• els els 0.0 0.0 0.0 1.0 3.6 3.6 2.0 7.3 7.3 3.0 10.9 10.9 4.0 14.6 14.6 5.0 18.2 18.2 6.0 21.8 21.8 7.0 25.5 25.5 8.0 29.1 29.1 9.0 32.8 32.8 10.0 36.4 36.4 11.0 40.0 40.0 12.0 43.7 43.7 13.0 47.3 47.3 14.0 51.0 51.0 15.0 54.6 54.6 16.0 54.6 54.6 17.0 52.8 52.8 18.0 51.0 51.0 19.0 49.2 49.2 20.0 47.3 47.3 21.0 45.5 45.5 22.0 43.7 43.7 23.0 41.9 41.9 24.0 40.1 40.1 25.0 38.2 38.2 26.0 36.4 36.4 27.0 34.6 34.6 28.0 32.8 32.8 29.0 31.0 31.0 30.0 29.1 29.1 31.0 27.3 27.3 32.0 25.5 25.5 33.0 23.7 23.7 34.0 21.9 21.9 35.0 20.0 20.0 36.0 18.2 18.2 37.0 16.4 16.4 38.0 14.6 14.6 39.0 12.8 12.8 40.0 10.9 10.9 41.0 9.1 9.1 42.0 7.3 7.3 43.0 5.5 5.5 44.0 3.7 3.7 45.0 1.8 1.8 46.0 0.0 0.0 47.0 0.0 0.0 48.0 0.0 0.0 49.0 0.0 0.0 50.0 0.0 0.0 51.0 0.0 0.0 52.0 0.0 0.0 53.0 0.0 0.0 54.0 0.0 0.0 55.0 0.0 0.0 56.0 0.0 0.0 57.0 0.0 0.0 58.0 0.0 0.0 59.0 0.0 0.0 60.0 0.0 0.0 61.0 0.0 0.0 62.0 0.0 0.0 63.0 0.0 0.0 64.0 0.0 0.0 PEAK FLOWS 55 55 0.00 indicates inital condition EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING St. Thomas Aquinas Church Pond Routina EVENT= 10 D.A. # c a t. c c a :!;! 0 .. + ., .. c t; + + g~ "' + c a. iii <I) c >-.!: N N a Q. w m 8.0 30.6 els els els els fl els 3.64 0.00 0.00 0.00 257.9 0.0 10.92 1.51 3.64 1.06 258.1 0.3 18.20 5.32 12.43 3.56 258.5 0.5 25.48 10.12 23.51 6.70 258.9 0.8 32.76 20.19 35.59 7.70 259.0 1.0 40.03 36.84 52.95 8.05 259.0 1.3 47.31 59.80 76.87 8.54 259.1 1.6 54.59 88.81 107.11 9.15 259.1 1.8 61.87 123.64 143.40 9.88 259.2 2.1 69.15 164.04 185.51 10.74 259.3 2.3 76.43 209.78 233.19 11.70 259.3 2.6 83.71 260.67 286.21 12.77 259.4 2.9 90.99 316.47 344.37 13.95 259.5 3.1 98.27 377.00 407.46 15.23 259.6 3.4 105.55 442.07 475.27 16.60 259.8 3.6 109.21 511.49 547.62 18.06 259.9 3.9 107.42 581.61 620.70 19.54 260.0 4.2 103.78 649.54 689.03 19.75 260.0 4.4 100.14 713.51 753.32 19.91 260.1 4.7 96.50 773.54 813.65 20.05 260.1 4.9 92.86 829.66 870.05 20.20 260.1 5.2 89.22 881.87 922.52 20.33 260.2 5.5 85.58 930.20 971.09 20.45 260.2 5.7 81.94 974.67 1015.78 20.56 260.2 6.0 78.30 1015.29 1056.61 20.66 260.3 6.3 74.66 1052.10 1093.60 20.75 260.3 6.5 71.03 1085.10 1126.76 20.83 260.3 6.8 67.39 1114.31 1156.12 20.91 260.3 7.0 63.75 1139.76 1181.70 20.97 260.3 7.3 60.11 1161.46 1203.50 21.02 260.3 7.6 56.47 1179.43 1221.56 21.07 260.4 7.8 52.83 1193.69 1235.90 21.10 260.4 7.9 49.19 1204.26 1246.52 21.13 260.4 7.8 45.55 1211.15 1253.44 21.15 260.4 7.6 41.91 1214.39 1256.70 21.16 260.4 7.5 38.27 1213.99 1256.30 21.15 260.4 7.4 34.63 1209.97 1252.26 21.14 260.4 7.2 30.99 1202.35 1244.60 21.13 260.4 7.1 27.35 1191.14 1233.34 21.10 260.4 7.0 23.71 1176.37 1218.49 21.06 260.4 6.8 20.07 1158.06 1200.09 21.01 260.3 6.7 16.43 1136.21 1178.13 20.96 260.3 6.6 12.79 1110.85 1152.64 20.90 260.3 6.5 9.15 1081.99 1123.64 20.82 260.3 6.3 5.51 1049.66 1091.14 20.74 260.3 6.2 1.87 1013.86 1055.17 20.65 260.3 6.1 0.03 974.62 1015.73 20.56 260.2 5.9 0.00 933.74 974.65 20.45 260.2 5.8 0.00 893.03 933.74 20.35 260.2 5.7 0.00 852.53 893.03 20.25 260.2 5.5 0.00 812.22 852.53 20.15 260.1 5.4 0.00 772.12 812.22 20.05 260.1 5.3 0.00 732.22 772.12 19.95 260.1 5.2 0.00 692.51 732.22 19.85 260.1 5.0 0.00 653.01 692.51 19.75 260.0 4.9 0.00 613.69 653.01 19.66 260.0 4.8 0.00 574.89 613.69 19.40 260.0 4.6 0.00 537.66 574.89 18.62 259.9 4.5 0.00 501.93 537.66 17.86 259.9 4.4 0.00 467.65 501.93 17.14 259.8 4.2 0.00 434.76 467.65 16.45 259.7 4.1 0.00 403.20 434.76 15.78 259.7 4.0 0.00 372.92 403.20 15.14 259.6 3.9 0.00 343.86 372.92 14.53 259.6 3.7 0.00 315.98 343.86 13.94 259.5 3.6 21 260.4 8 D.A.# 0 w <I) _, 0 <( Q. ,_ 0 oa:: x ,_ Q. w 32.3 12.4 Cll els 0.00 0.0 1.32 2.6 4.08 5.2 7.48 7.8 8.74 10.4 9.36 13.0 10.10 15.6 10.97 18.2 11.97 20.8 13.08 23.4 14.31 26.0 15.64 28.6 17.08 31.3 18.61 31.5 20.25 30.2 21.97 28.9 23.71 27.6 24.17 26.3 24.59 25.0 25.00 23.7 25.40 22.4 25.80 21.1 26.18 19.8 26.55 18.5 26.91 17.1 27.26 15.8 27.60 14.5 27.94 13.2 28.26 11.9 28.58 10.6 28.88 9.3 29.00 8.0 28.89 6.7 28.78 5.4 28.66 4.1 28.52 2.8 28.38 1.5 28.24 0.2 28.08 0.0 27.91 0.0 27.73 0.0 27.55 0.0 27.36 0.0 27.15 0.0 26.94 0.0 26.72 0.0 26.49 0.0 26.26 0.0 26.03 0.0 25.80 0.0 25.57 0.0 25.34 0.0 25.11 0.0 24.88 0.0 24.65 0.0 24.42 0.0 24.04 0.0 23.12 0.0 22.24 0.0 21.38 0.0 20.56 0.0 19.76 0.0 19.00 0.0 18.25 0.0 17.53 0.0 29 31 0 z _, -<( ,_ ,_ !1 0 )( ,_ w els 0.00 2.60 5.21 7.81 10.42 13.02 15.63 18.23 20.83 23.44 26.04 28.65 31.25 31.47 30.17 28.87 27.57 26.26 24.96 23.66 22.36 21.06 19.75 18.45 17.15 15.85 14.55 13.24 11.94 10.64 9.34 8.03 6.73 5.43 4.13 2.83 1.52 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 31 0309-0ra.xls Exhibit 0-1 D.A. # D.A. # 'It .c 0 0. w I! 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() Qo 63.9 Tc 15.3 inc 1.0 Time cfs cfs 0.0 0.0 0.0 1.0 4.2 4.2 2.0 8.3 8.3 3.0 12.5 12.5 4.0 16.7 16.7 5.0 20.8 20.8 6.0 25.0 25.0 7.0 29.2 29.2 8.0 33.3 33.3 9.0 37.5 37.5 10.0 41.7 41.7 11.0 45.8 45.8 12.0 50.0 50.0 13.0 54.2 54.2 14.0 58.3 58.3 15.0 62.5 62.5 16.0 62.5 62.5 17.0 60.4 60.4 18.0 58.4 58.4 19.0 56.3 56.3 20.0 54.2 54.2 21.0 52.1 52.1 22.0 50.0 50.0 23.0 47.9 47.9 24.0 45.9 45.9 25.0 43.8 43.8 26.0 41.7 41.7 27.0 39.6 39.6 28.0 37.5 37.5 29.0 35.4 35.4 30.0 33.4 33.4 31.0 31.3 31.3 32.0 29.2 29.2 33.0 27.1 27.1 34.0 25.0 25.0 35.0 22.9 22.9 36.0 20.9 20.9 37.0 18.8 18.8 38.0 16.7 16.7 39.0 14.6 14.6 40.0 12.5 12.5 41.0 10.4 10.4 42.0 8.4 8.4 43.0 6.3 6.3 44.0 4.2 4.2 45.0 2.1 2.1 46.0 0.0 0.0 47.0 0.0 0.0 48.0 0.0 0.0 49.0 0.0 0.0 50.0 0.0 0.0 51.0 0.0 0.0 52.0 0.0 0.0 53.0 0.0 0.0 54.0 0.0 0.0 55.0 0.0 0.0 56.0 0.0 0.0 57.0 0.0 0.0 58.0 0.0 0.0 59.0 0.0 0.0 60.0 0.0 0.0 61.0 0.0 0.0 62.0 0.0 0.0 63.0 0.0 0.0 64.0 0.0 0.0 PEAK FLOWS 63 63 0. 00 indicates in ital condition EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING St. Thomas Aquinas Church Pond Routina EVENT-25 D.A. I c: a t. c: c: a :!;! 0 .. + .,. + .. .. c: + .,, "' .. + .,, c: c: > 0. iii I/) c o~ ill c: "' "' a n. w 9.1 30.5 cfs els cfs cfs rt cfs 4.17 0.00 0.00 0.00 257.9 0.0 12.50 1.74 4.17 1.21 258.2 0.3 20.83 6.10 14.24 4.07 258.5 0.6 29.16 11.88 26.93 7.53 259.0 0.9 37.50 25.42 41.04 7.81 259.0 1.2 45.83 46.40 62.91 8.25 259.1 1.5 54.16 74.53 92.23 8.85 259.1 1.8 62.49 109.52 128.69 9.59 259.2 2.1 70.82 151.09 172.01 10.46 259.2 2.4 79.16 198.97 221.91 11.47 259.3 2.7 87.49 252.90 278.12 12.61 259.4 3.0 95.82 312.65 340.39 13.87 259.5 3.3 104.15 377.98 408.47 15.25 259.6 3.6 112.49 448.65 482.13 16.74 259.8 3.9 120.82 524.46 561.14 18.34 259.9 4.2 125.02 606.01 645.28 19.64 260.0 4.5 122.97 691.33 731.02 19.85 260.1 4.8 118.80 774.18 814.29 20.06 260.1 5.1 114.63 852.47 892.98 20.25 260.2 5.4 110.47 926.23 967.11 20.44 260.2 5.7 106.30 995.48 1036.70 20.61 260.2 6.0 102.13 1060.24 1101.78 20.77 260.3 6.3 97.97 1120.53 1162.37 20.92 260.3 6.6 93.80 1176.38 1218.50 21.06 260.4 6.9 89.64 1227.80 1270.18 21.19 260.4 7.2 85.47 1274.83 1317.44 21.31 260.4 7.5 81.30 1317.47 1360.30 21.41 260.4 7.8 77.14 1355.76 1398.77 21.51 260.5 8.1 72.97 1389.71 1432.89 21.59 260.5 8.4 68.80 1419.34 1462.68 21.67 260.5 8.7 64.64 1444.69 1488.15 21.73 260.5 9.0 60.47 1465.76 1509.33 21.78 260.5 9.1 56.31 1482.58 1526.23 21.83 260.5 8.9 52.14 1495.18 1538.89 21.86 260.5 8.8 47.97 1503.56 1547.32 21.88 260.5 8.6 43.81 1507.76 1551.54 21.89 260.5 8.5 39.64 1507.79 1551.57 21.89 260.5 8.3 35.48 1503.68 1547.43 21.88 260.5 8.2 31.31 1495.44 1539.15 21.86 260.5 8.0 27.14 1483.10 1526.75 21.83 260.5 7.9 22.98 1466.67 1510.24 21.79 260.5 7.7 18.81 1446.18 1489.65 21.73 260.5 7.6 14.64 1421.64 1464.99 21.67 260.5 7.4 10.48 1393.08 1436.29 21.60 260.5 7.3 6.31 1360.52 1403.56 21.52 260.5 7.1 2.15 1323.98 1366.84 21.43 260.4 7.0 0.03 1283.47 1326.12 21.33 260.4 6.8 0.00 1241.05 1283.50 21.22 260.4 6.7 0.00 1198.82 1241.05 21.12 260.4 6.5 0.00 1156.80 1198.82 21.01 260.3 6.4 0.00 1114.98 1156.80 20.91 260.3 6.2 0.00 1073.38 1114.98 20.80 260.3 6.1 0.00 1031.98 1073.38 20.70 260.3 5.9 0.00 990.78 1031.98 20.60 260.2 5.8 0.00 949.79 990.78 20.49 260.2 5.6 0.00 909.01 949.79 20.39 260.2 5.5 0.00 868.42 909.01 20.29 260.2 5.3 0.00 828.04 868.42 20.19 260.1 5.2 0.00 787.86 828.04 20.09 260.1 5.0 0.00 747.88 787.86 19.99 260.1 4.9 0.00 708.09 747.88 19.89 260.1 4.7 0.00 668.51 708.09 19.79 260.1 4.6 0.00 629.12 668.51 19.69 260.0 4.4 0.00 589.93 629.12 19.60 260.0 4.3 0.00 552.09 589.93 18.92 259.9 4.1 22 260.5 9 D.A. I 0 w I/) ....10 <( n. 1-0 0 Ir )( .... n. w 36.9 12.4 cfs cfs 0.00 0.0 1.51 3.0 4.67 6.0 8.43 8.9 9.01 11.9 9.75 14.9 10.65 17.9 11.68 20.8 12.86 23.8 14.17 26.8 15.61 29.8 17.16 32.8 18.84 35.7 20.63 36.0 22.53 34.5 24.13 33.0 24.64 31.5 25.15 30.0 25.64 28.5 26.13 27.1 26.60 25.6 27.06 24.1 27.51 22.6 27.95 21.1 28.38 19.6 28.79 18.1 29.20 16.6 29.59 15.1 29.98 13.7 30.35 12.2 30.72 10.7 30.86 9.2 30.75 7.7 30.63 6.2 30.50 4.7 30.36 3.2 30.21 1.7 30.05 0.3 29.88 0.0 29.70 0.0 29.51 0.0 29.31 0.0 29.10 0.0 28.88 0.0 28.65 0.0 28.41 0.0 28.16 0.0 27.90 0.0 27.64 0.0 27.39 0.0 27.14 0.0 26.88 0.0 26.63 0.0 26.38 0.0 26.12 0.0 25.87 0.0 25.62 0.0 25.37 0.0 25.12 0.0 24.87 0.0 24.62 0.0 24.37 0.0 24.13 0.0 23.88 0.0 23.05 0.0 31 36 Cl z ~ >= 1-!!! 0 )( 1-W cfs 0.00 2.98 5.96 8.93 11.91 14.89 17.87 20.84 23.82 26.80 29.78 32.75 35.73 35.98 34.50 33.01 31.52 30.03 28.54 27.05 25.56 24.07 22.59 21.10 19.61 18.12 16.63 15.14 13.65 12.16 10.68 9.19 7.70 6.21 4.72 3.23 1.74 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 36 0309-0ra.xls Exhibit D-1 O.A. # D.A.# • "' 0 0. w f! z "' iii e ,, :::;; ,, c >-0 0 :i: 0.. u Qo 72.4 Tc 15.3 inc 1.0 Tim• cfs cfs 0.0 0.0 0.0 1.0 4.7 4.7 2.0 9.4 9.4 3.0 14.2 14.2 4.0 18.9 18.9 5.0 23.6 23.6 6.0 28.3 28.3 7.0 33.0 33.0 8.0 37.8 37.8 9.0 42.5 42.5 10.0 47.2 47.2 11.0 51.9 51.9 12.0 56.6 56.6 13.0 61.4 61.4 14.0 66.1 66.1 15.0 70.8 70.8 16.0 70.8 70.8 17.0 68.5 68.5 18.0 66.1 66.1 19.0 63.8 63.8 20.0 61.4 61.4 21.0 59.0 59.0 22.0 56.7 56.7 23.0 54.3 54.3 24.0 52.0 52.0 25.0 49.6 49.6 26.0 47.2 47.2 27.0 44.9 44.9 28.0 42.5 42.5 29.0 40.2 40.2 30.0 37.8 37.8 31.0 35.4 35.4 32.0 33.1 33.1 33.0 30.7 30.7 34.0 28.4 28.4 35.0 26.0 26.0 36.0 23.6 23.6 37.0 21.3 21.3 38.0 18.9 18.9 39.0 16.6 16.6 40.0 14.2 14.2 41.0 11.8 11.8 42.0 9.5 9.5 43.0 7.1 7.1 44.0 4.8 4.8 45.0 2.4 2.4 46.0 0.0 0.0 47.0 0.0 0.0 48.0 0.0 0.0 49.0 0.0 0.0 50.0 0.0 0.0 51.0 0.0 0.0 52.0 0.0 0.0 53.0 0.0 0.0 54.0 0.0 0.0 55.0 0.0 0.0 56.0 0.0 0.0 57.0 0.0 0.0 58.0 0.0 0.0 59.0 0.0 0.0 60.0 0.0 0.0 61.0 0.0 0.0 62.0 0.0 0.0 63.0 0.0 0.0 64.0 0.0 0.0 PEAK FLOWS 71 71 0. 00 indicates inital condition EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING Sl Thomas Aquinas Church Pond Roulina EVENT= 50 D.A. # c a t. c c :!! 0 + a ., "' .... + "' c + ,, .. .. + ,, c c > a. iii (/) c o.!! >-c N N a 0.. w m 10.4 30.5 cfs cfs cfs cfs II cfs 4.72 0.00 0.00 0.00 257.9 0.0 14.16 1.98 4.72 1.37 258.2 0.3 23.60 6.92 16.14 4.61 258.6 0.7 33.04 15.33 30.53 7.60 259.0 1.0 42.48 32.45 48.37 7.96 259.0 1.4 51.92 57.93 74.93 8.50 259.1 1.7 61.36 91.45 109.86 9.21 259.1 2.0 70.80 132.66 152.81 10.07 259.2 2.4 80.24 181.27 203.47 11.10 259.3 2.7 89.69 236.96 261.51 12.27 259.4 3.1 99.13 299.46 326.65 13.59 259.5 3.4 108.57 368.49 398.59 15.05 259.6 3.7 118.01 443.79 477.06 16.64 259.8 4.1 127.45 525.09 561.79 18.35 259.9 4.4 136.89 613.23 652.54 19.65 260.0 4.8 141.64 710.32 750.12 19.90 260.1 5.1 139.32 811.67 851.97 20.15 260.1 5.5 134.60 910.20 950.99 20.40 260.2 5.8 129.88 1003.54 1044.80 20.63 260.2 6.1 125.16 1091.72 1133.42 20.85 260.3 6.5 120.44 1174.76 1216.88 21.06 260.4 6.8 115.72 1252.70 1295.20 21.25 260.4 7.2 111.00 1325.55 1368.42 21.43 260.4 7.5 106.28 1393.35 1436.55 21.60 260.5 7.8 101.56 1456.11 1499.62 21.76 260.5 8.2 96.84 1513.86 1557.66 21.90 260.6 8.5 92.12 1566.63 1610.70 22.03 260.6 8.9 87.40 1614.43 1658.74 22.15 260.6 9.2 82.68 1657.31 1701.83 22.26 260.6 9.5 77.96 1695.27 1739.99 22.36 260.7 9.9 73.24 1728.35 1773.23 22.44 260.7 10.2 68.52 1756.57 1801.59 22.51 260.7 10.3 63.80 1779.95 1825.09 22.57 260.7 10.2 59.08 1798.52 1843.75 22.61 260.7 10.0 54.35 1812.30 1857.59 22.65 260.7 9.8 49.63 1821.31 1866.65 22.67 260.7 9.6 44.91 1825.58 1870.95 22.68 260.7 9.5 40.19 1825.14 1870.50 22.68 260.7 9.3 35.47 1820.00 1865.33 22.67 260.7 9.1 30.75 1810.18 1855.47 22.64 260.7 9.0 26.03 1795.72 1840.94 22.61 260.7 8.8 21.31 1776.64 1821.76 22.56 260.7 8.6 16.59 1752.95 1797.95 22.50 260.7 8.5 11.87 1724.69 1769.54 22.43 260.7 8.3 7.15 1691.86 1736.56 22.35 260.7 8.1 2.43 1654.51 1699.01 22.25 260.6 7.9 0.04 1612.64 1656.94 22.15 260.6 7.8 0.00 1568.59 1612.67 22.04 260.6 7.6 0.00 1524.73 1568.59 21.93 260.6 7.4 0.00 1481.09 1524.73 21.82 260.5 7.3 0.00 1437.67 1481.09 21.71 260.5 7.1 0.00 1394.46 1437.67 21.61 260.5 6.9 0.00 1351.46 1394.46 21.50 260.5 6.7 0.00 1308.68 1351.46 21.39 260.4 6.6 0.00 1266.11 1308.68 21.28 260.4 6.4 0.00 1223.75 1266.11 21.18 260.4 6.2 0.00 1181.60 1223.75 21.07 260.4 6.1 0.00 1139.67 1181.60 20.97 260.3 5.9 0.00 1097.94 1139.67 20.86 260.3 5.7 0.00 1056.41 1097.94 20.76 260.3 5.6 0.00 1015.10 1056.41 20.66 260.3 5.4 0.00 973.99 1015.10 20.56 260.2 5.2 0.00 933.08 973.99 20.45 260.2 5.0 0.00 892.38 933.08 20.35 260.2 4.9 0.00 851.88 892.38 20.25 260.2 4.7 23 260.7 10 D.A. # 0 w (/) _,o <( 0.. >-0 oa:: )( >-O.. w 41.7 12.4 cfs els 0.00 0.0 1.71 3.4 5.29 6.7 8.62 10.1 9.32 13.5 10.20 16.8 11.25 20.2 12.46 23.6 13.83 27.0 15.34 30.3 17.00 33.7 18.80 37.1 20.73 40.4 22.78 40.7 24.43 39.0 25.01 37.4 25.60 35.7 26.19 34.0 26.76 32.3 27.33 30.6 27.87 28.9 28.41 27.2 28.93 25.6 29.44 23.9 29.94 22.2 30.42 20.5 30.90 18.8 31.36 17.1 31.80 15.5 32.24 13.8 32.66 12.1 32.84 10.4 32.72 8.7 32.60 7.0 32.46 5.3 32.31 3.7 32.16 2.0 31.98 0.3 31.80 0.0 31.61 0.0 31.40 0.0 31.18 0.0 30.95 0.0 30.71 0.0 30.46 0.0 30.19 0.0 29.92 0.0 29.64 0.0 29.36 0.0 29.08 0.0 28.80 0.0 28.52 0.0 28.24 0.0 27.97 0.0 27.69 0.0 27.41 0.0 27.14 0.0 26.86 0.0 26.59 0.0 26.32 0.0 26.04 0.0 25.77 0.0 25.50 0.0 25.22 0.0 24.95 0.0 33 41 Cl _,;!!; <( .... .... !!! ox >-W els 0.00 3.37 6.74 10.11 13.48 16.85 20.22 23.59 26.96 30.33 33.70 37.07 40.43 40.72 39.04 37.35 35.67 33.98 32.30 30.61 28.93 27.24 25.56 23.87 22.19 20.50 18.82 17.14 15.45 13.77 12.08 10.40 8.71 7.03 5.34 3.66 1.97 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 41 0309-dra.xls Elchibit D-1 D.A.# D.A. # 'It .c: 0 a. w e z "' Cii e " ~ " c: "' 0 0 I Q. () Qo 81.6 Tc 15.3 inc 1.0 Tim• cfs cfs 0.0 0.0 0.0 1.0 5.3 5.3 2.0 10.6 10.6 3.0 16.0 16.0 4.0 21.3 21.3 5.0 26.6 26.6 6.0 31.9 31.9 7.0 37.2 37.2 8.0 42.6 42.6 9.0 47.9 47.9 10.0 53.2 53.2 11.0 58.5 58.5 12.0 63.8 63.8 13.0 69.2 69.2 14.0 74.5 74.5 15.0 79.8 79.8 16.0 79.8 79.8 17.0 77.2 77.2 18.0 74.5 74.5 19.0 71.9 71.9 20.0 69.2 69.2 21.0 66.5 66.5 22.0 63.9 63.9 23.0 61.2 61.2 24.0 58.6 58.6 25.0 55.9 55.9 26.0 53.2 53.2 27.0 50.6 50.6 28.0 47.9 47.9 29.0 45.3 45.3 30.0 42.6 42.6 31.0 39.9 39.9 32.0 37.3 37.3 33.0 34.6 34.6 34.0 32.0 32.0 35.0 29.3 29.3 36.0 26.6 26.6 37.0 24.0 24.0 38.0 21.3 21.3 39.0 18.7 18.7 40.0 16.0 16.0 41.0 13.3 13.3 42.0 10.7 10.7 43.0 8.0 8.0 44.0 5.4 5.4 45.0 2.7 2.7 46.0 0.0 0.0 47.0 0.0 0.0 48.0 0.0 0.0 49.0 0.0 0.0 50.0 0.0 0.0 51.0 0.0 0.0 52.0 0.0 0.0 53.0 0.0 0.0 54.0 0.0 0.0 55.0 0.0 0.0 56.0 0.0 0.0 57.0 0.0 0.0 58.0 0.0 0.0 59.0 0.0 0.0 60.0 0.0 0.0 61.0 0.0 0.0 62.0 0.0 0.0 63.0 0.0 0.0 64.0 0.0 0.0 PEAK FLOWS 80 80 0.00 indicates inital condition EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING St. Thomas Aquinas Church Pond Routina EVENT= 100 D.A. # c: a t. c: c: ::g 0 "' + a "' "' c: .,. + + " .. .. + ill c: c: > a. IJl c: 0 .!! "' c: "' "' CJ Q. w en 11.8 30.5 cfs cfs cfs cfs ft cfs 5.32 0.00 0.00 0.00 257.9 0.0 15.96 2.24 5.32 1.54 258.2 0.4 26.60 7.82 18.20 5.19 258.7 0.8 37.24 19.06 34.42 7.68 259.0 1.2 47.88 40.06 56.30 8.12 259.1 1.5 58.52 70.42 87.94 8.76 259.1 1.9 69.16 109.76 128.94 9.59 259.2 2.3 79.80 157.71 178.92 10.60 259.3 2.7 90.44 213.94 237.52 11.79 259.4 3.1 101.08 278.10 304.38 13.14 259.5 3.5 111.72 349.87 379.18 14.66 259.6 3.9 122.36 428.95 461.59 16.32 259.7 4.3 133.00 515.03 551.31 18.14 259.9 4.6 143.64 608.75 648.04 19.64 260.0 5.0 154.28 712.59 752.39 19.90 260.1 5.4 159.65 826.50 866.87 20.19 260.1 5.8 157.03 945.18 986.14 20.48 260.2 6.2 151.71 1060.66 1102.20 20.77 260.3 6.6 146.39 1170.27 1212.36 21.05 260.3 7.0 141.07 1274.05 1316.66 21.30 260.4 7.3 135.74 1372.02 1415.12 21.55 260.5 7.7 130.42 1464.20 1507.76 21.78 260.5 8.1 125.10 1550.64 1594.63 21.99 260.6 8.5 119.78 1631.35 1675.74 22.20 260.6 8.9 114.46 1706.37 1751.14 22.38 260.7 9.3 109.14 1775.72 1820.83 22.56 260.7 9.7 103.82 1839.43 1884.06 22.72 260.7 10.0 98.50 1897.53 1943.25 22.86 260.8 10.4 93.18 1950.05 1996.04 22.99 260.8 10.8 87.86 1997.02 2043.24 23.11 260.8 11.2 82.54 2038.45 2084.88 23.21 260.9 11.6 77.22 2074.39 2121.00 23.30 260.9 11.7 71.90 2104.86 2151.62 23.38 260.9 11.5 66.58 2129.88 2176.76 23.44 260.9 11.3 61.26 2149.48 2196.46 23.49 260.9 11.1 55.94 2163.69 2210.75 23.53 260.9 10.9 50.62 2172.54 2219.64 23.55 260.9 10.7 45.30 2176.05 2223.16 23.56 260.9 10.5 39.98 2174.25 2221.35 23.55 260.9 10.4 34.66 2167.16 2214.23 23.53 260.9 10.2 29.34 2154.82 2201.83 23.50 260.9 10.0 24.02 2137.24 2184.16 23.46 260.9 9.8 18.70 2114.46 2161.26 23.40 260.9 9.6 13.38 2086.49 2133.16 23.33 260.9 9.4 8.06 2053.38 2099.88 23.25 260.9 9.2 2.74 2015.13 2061.44 23.15 260.8 9.0 0.04 1971.78 2017.87 23.05 260.8 8.8 0.00 1925.95 1971.82 22.93 260.8 8.6 0.00 1880.32 1925.95 22.82 260.8 8.4 0.00 1834.91 1880.32 22.70 260.7 8.2 0.00 1789.72 1834.91 22.59 260.7 8.0 0.00 1744.76 1789.72 22.48 260.7 7.8 0.00 1700.03 1744.76 22.37 260.7 7.6 0.00 1655.52 1700.03 22.26 260.6 7.5 0.00 1611.22 1655.52 22.15 260.6 7.3 0.00 1567.15 1611.22 22.04 260.6 7.1 0.00 1523.30 1567.15 21.93 260.6 6.9 0.00 1479.66 1523.30 21.82 260.5 6.7 0.00 1436.24 1479.66 21.71 260.5 6.5 0.00 1393.04 1436.24 21.60 260.5 6.3 0.00 1350.05 1393.04 21.49 260.5 6.1 0.00 1307.28 1350.05 21.39 260.4 5.9 0.00 1264.72 1307.28 21.28 260.4 5.7 0.00 1222.36 1264.72 21.18 260.4 5.5 0.00 1180.22 1222.36 21.07 260.4 5.3 24 260.9 12 D.A. # 0 w IJl _.o <( Q. t-0 00:: )( ,_ Q. w 47.0 12.4 cfs els 0.00 0.0 1.93 3.8 5.96 7.6 8.84 11.4 9.67 15.2 10.69 19.0 11.91 22.8 13.31 26.5 14.88 30.3 16.62 34.1 18.52 37.9 20.57 41.7 22.78 45.5 24.67 45.8 25.31 43.9 25.98 42.0 26.67 40.1 27.34 38.2 28.00 36.3 28.65 34.4 29.28 32.6 29.89 30.7 30.50 28.8 31.08 26.9 31.66 25.0 32.22 23.1 32.76 21.2 33.29 19.3 33.81 17.4 34.32 15.5 34.81 13.6 35.01 11.7 34.89 9.8 34.76 7.9 34.62 6.0 34.46 4.1 34.29 2.2 34.10 0.3 33.91 0.0 33.70 0.0 33.47 0.0 33.23 0.0 32.98 0.0 32.72 0.0 32.45 0.0 32.16 0.0 31.86 0.0 31.55 0.0 31.24 0.0 30.93 0.0 30.63 0.0 30.32 0.0 30.02 0.0 29.71 0.0 29.41 0.0 29.11 0.0 28.80 0.0 28.50 0.0 28.20 0.0 27.90 0.0 27.60 0.0 27.30 0.0 27.00 0.0 26.70 0.0 26.40 0.0 35 46 Cl z ...J-<( .... ,_ !!1 0 )( t-W els 0.00 3.79 7.58 11.38 15.17 18.96 22.75 26.54 30.33 34.13 37.92 41.71 45.50 45.82 43.93 42.03 40.14 38.24 36.35 34.45 32.55 30.66 28.76 26.87 24.97 23.07 21.18 19.28 17.39 15.49 13.59 11.70 9.80 7.91 6.01 4.12 2.22 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 46 0309--dra.xls E><tlibitD-1 EXHIBIT "D-2" PROPOSED DETENTION POND #1 ROUTING Sl Thomas Catholic Church O.A.# D.A. # Pond Routing EVENT= 6 • c .c 0 g a. w c f! z c E 0 ~ iii + a ., ~ :E c l!i + + g~ ,, c + c ,.. 0 0 ~ VJ c J:: a. 0 = "' a a.. w Qp 26.7 Tc 10.1 Inc 1.0 Time els els els els els els ft 0.0 0.0 0.0 2.55 0.00 0.00 0.00 260.74 1.0 2.6 2.6 7.66 2.37 2.55 0.09 260.75 2.0 5.1 5.1 12.n 9.31 10.03 0.36 260.77 3.0 7.7 7.7 17.68 20.50 22.08 0.79 260.81 4.0 10.2 10.2 22.98 35.62 38.37 1.38 260.85 5.0 12.6 12.6 26.09 54.40 56.60 2.10 260.91 6.0 15.3 15.3 33.20 76.57 62.49 2.96 260.99 7.0 17.9 17.9 38.31 101.69 109.77 3.94 261.07 6.0 20.4 20.4 43.42 130.13 140.20 5.03 261.16 9.0 23.0 23.0 48.52 161.09 173.55 6.23 261.26 10.0 25.5 25.5 50.03 194.57 209.61 7.52 261.37 11.0 24.5 24.5 47.70 227.04 244.59 8.78 261.47 12.0 23.2 23.2 45.15 255.02 274.74 9.66 261.56 13.0 21.9 21.9 42.59 276.62 300.17 10.n 261.64 14.0 20.7 20.7 40.04 298.16 321.21 11.53 261.70 15.0 19.4 19.4 37.49 313.92 338.20 12.14 261.75 16.0 16.1 18.1 34.93 326.16 351.41 12.61 261.79 17.0 16.6 16.6 32.38 335.19 361.12 12.96 261.62 16.0 15.6 15.6 29.63 341.19 367.57 13.19 261.64 19.0 14.3 14.3 27.27 344.38 371.01 13.32 261.65 20.0 13.0 13.0 24.72 344.97 371.65 13.34 261.85 21.0 11.7 11.7 22.16 343.15 369.69 13.27 261.64 22.0 10.4 10.4 19.61 339.10 365.32 13.11 261.63 23.0 9.2 9.2 17.06 332.96 356.71 12.87 261.81 24.0 7.9 7.9 14.50 324.69 350.01 12.56 261.76 25.0 6.6 6.6 11.95 315.03 339.39 12.16 261.75 26.0 5.3 5.3 9.39 303.51 326.98 11.74 261.71 27.0 4.1 4.1 6.64 290.44 312.90 11.23 261.67 26.0 2.6 2.8 4.29 275.94 297.26 10.67 261.63 29.0 1.5 1.5 1.73 260.11 260.23 10.06 261.56 30.0 0.2 0.2 0.23 243.05 261.64 9.40 261.52 31.0 0.0 0.0 0.00 225.61 243.28 6.73 261.47 32.0 0.0 0.0 0.00 209.60 225.61 6.10 261.41 33.0 0.0 0.0 0.00 194.56 209.60 7.52 261.36 34.0 0.0 0.0 0.00 160.59 194.56 6.98 261.32 35.0 0.0 0.0 0.00 167.63 160.59 6.48 261.26 36.0 0.0 0.0 0.00 155.60 167.63 6.02 261.24 37.0 0.0 0.0 0.00 144.43 155.60 5.56 261.20 38.0 0.0 0.0 0.00 134.06 144.43 5.16 261.17 39.0 0.0 0.0 0.00 124.44 134.06 4.81 261.14 40.0 0.0 0.0 o.oo 115.50 124.44 4.47 261.11 41.0 0.0 0.0 0.00 107.21 115.50 4.15 261.08 42.0 0.0 0.0 0.00 99.52 107.21 3.65 261.06 43.0 0.0 0.0 0.00 92.37 99.52 3.57 261.04 44.0 0.0 0.0 0.00 85.74 92.37 3.32 261.02 45.0 0.0 0.0 0.00 79.59 65.74 3.08 261.00 46.0 0.0 0.0 0.00 73.67 79.59 2.66 260.96 47.0 0.0 0.0 0.00 66.57 73.67 2.65 260.96 46.0 0.0 0.0 0.00 63.65 66.57 2.46 260.94 49.0 0.0 0.0 0.00 59.08 63.65 2.26 260.93 50.0 0.0 0.0 0.00 54.64 59.08 2.12 260.92 51.0 0.0 0.0 0.00 50.90 54.64 1.97 260.90 52.0 0.0 0.0 0.00 47.25 50.90 1.83 260.89 53.0 0.0 0.0 0.00 43.66 47.25 1.70 260.68 54.0 0.0 0.0 0.00 40.71 43.66 1.57 260.67 55.0 0.0 0.0 0.00 37.79 40.71 1.46 260.66 56.0 0.0 0.0 0.00 35.07 37.79 1.36 260.85 57.0 0.0 0.0 0.00 32.56 35.07 1.26 260.64 56.0 0.0 0.0 0.00 30.22 32.56 1.17 260.64 59.0 0.0 0.0 0.00 26.05 30.22 1.08 260.63 60.0 0.0 0.0 0.00 26.04 26.05 1.01 260.62 61.0 0.0 0.0 0.00 24.17 26.04 0.93 260.62 62.0 0.0 0.0 0.00 22.43 24.17 0.67 260.61 63.0 0.0 0.0 0.00 20.62 22.43 0.61 260.61 64.0 0.0 0.0 0.00 19.33 20.62 0.75 260.60 PEAK FLOWS 25.64 26.64 13.34 261.86 0.00 indicates ini1al condition 0 w VJ _,o <( a.. .... o o..: .... a.. els 0.00 0.09 0.36 0.79 1.38 2.10 2.96 3.94 5.03 6.23 7.52 6.78 9.66 10.n 11.53 12.14 12.61 12.96 13.19 13.32 13.34 13.27 13.11 12.87 12.56 12.16 11.74 11.23 10.67 10.06 9.40 6.73 6.10 7.52 6.96 6.48 6.02 5.56 5.16 4.61 4.47 4.15 3.85 3.57 3.32 3.08 2.66 2.65 2.46 2.26 2.12 1.97 1.63 1.70 1.57 1.46 1.36 1.26 1.17 1.08 1.01 0.93 0.87 0.61 0.75 13.34 Ex.Pond.xis Elchibit D-1 • .c a. I! OI 2 " ,.. ::t: Qo Tc inc Time 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0 29.0 30.0 31.0 32.0 33.0 34.0 35.0 36.0 37.0 38.0 39.0 40.0 41.0 42.0 43.0 44.0 45.0 46.0 47.0 48.0 49.0 50.0 51.0 52.0 53.0 54.0 55.0 56.0 57.0 58.0 59.0 60.0 61.0 62.0 63.0 64.0 EXHIBIT "D-2" PROPOSED DETENTION POND #1 ROUTING St. Thomas Catholic Church D.A. t D.A. # Pond Routina EVENT= 10 c 0 (J w t c c z (J l2 0 :0 iii + .!-+ ., ~ c + " .. c + ~ c c > 0 8 <fl c 0 .!! a. E N N (J 0.. w 28.8 10.1 1.0 cfs cfs cfs cfs cfs cfs ft 0.0 0.0 2.87 0.00 0.00 0.00 260.74 2.9 2.9 8.60 2.66 2.87 0.10 260.75 5.7 5.7 14.33 10.45 11.26 0.40 260.77 8.6 8.6 20.07 23.01 24.79 0.89 260.81 11.5 11.5 25.80 39.98 43.07 1.55 260.87 14.3 14.3 31.53 61.06 65.78 2.36 260.94 17.2 17.2 37.27 85.95 92.59 3.32 261.02 20.1 20.1 43.00 114.37 123.21 4.42 261.11 22.9 22.9 48.73 146.07 157.37 5.65 261.21 25.8 25.8 54.47 180.82 194.81 6.99 261.32 28.7 28.7 56.16 218.40 235.29 8.44 261.44 27.5 27.5 53.55 254.85 274.56 9.85 261.56 26.1 26.1 50.68 286.26 308.39 11.07 261.66 24.6 24.6 47.81 312.75 336.94 12.09 261.74 23.2 23.2 44.95 334.68 360.56 12.94 261.82 21.8 21.8 42.08 352.37 379.63 13.63 261.87 20.3 20.3 39.21 366.14 394.45 14.16 261.92 18.9 18.9 36.35 376.25 405.35 14.55 261.95 17.5 17.5 33.48 382.98 412.60 14.81 261.97 16.0 16.0 30.61 386.57 416.46 14.95 261.98 14.6 14.6 27.75 387.23 417.18 14.97 261.98 13.2 13.2 24.88 385.19 414.98 14.89 261.98 11.7 11.7 22.01 380.63 410.07 14.72 261.96 10.3 10.3 19.15 373.74 402.65 14.45 261.94 8.9 8.9 16.28 364.69 392.89 14.10 261.91 7.4 7.4 13.41 353.62 380.96 13.67 261.88 6.0 6.0 10.55 340.68 367.03 13.17 261.83 4.6 4.6 7.68 326.02 351.23 12.61 261.79 3.1 3.1 4.81 309.74 333.70 11.98 261.73 1.7 1.7 1.95 291.97 314.55 11.29 261.68 0.3 0.3 0.26 272.82 293.92 10.55 261.62 0.0 0.0 0.00 253.48 273.08 9.80 261.55 0.0 0.0 0.00 235.28 253.48 9.10 261.50 0.0 0.0 0.00 218.39 235.28 8.44 261.44 0.0 0.0 0.00 202.71 218.39 7.84 261.39 0.0 0.0 0.00 188.16 202.71 7.28 261.34 0.0 0.0 0.00 174.66 188.16 6.75 261.30 0.0 0.0 0.00 162.12 174.66 6.27 261.26 0.0 0.0 0.00 150.48 162.12 5.82 261.22 0.0 0.0 0.00 139.68 150.48 5.40 261.19 0.0 0.0 0.00 129.65 139.68 5.01 261.16 0.0 0.0 0.00 120.35 129.65 4.65 261.13 0.0 0.0 0.00 111.71 120.35 4.32 261.10 0.0 0.0 0.00 103.69 111.71 4.01 261.07 0.0 0.0 0.00 96.25 103.69 3.72 261.05 0.0 0.0 0.00 89.34 96.25 3.45 261.03 0.0 0.0 0.00 82.92 89.34 3.21 261.01 0.0 0.0 0.00 76.97 82.92 2.98 260.99 0.0 0.0 0.00 71.45 76.97 2.76 260.97 0.0 0.0 0.00 66.32 71.45 2.56 260.95 0.0 0.0 0.00 61.56 66.32 2.38 260.94 0.0 0.0 0.00 57.14 61.56 2.21 260.92 0.0 0.0 0.00 53.04 57.14 2.05 260.91 0.0 0.0 0.00 49.23 53.04 1.90 260.90 0.0 0.0 0.00 45.70 49.23 1.77 260.89 0.0 0.0 0.00 42.42 45.70 1.64 260.88 0.0 0.0 0.00 39.37 42.42 1.52 260.87 0.0 0.0 0.00 36.54 39.37 1.41 260.86 0.0 0.0 0.00 33.92 36.54 1.31 260.85 0.0 0.0 0.00 31.49 33.92 1.22 260.84 0.0 0.0 0.00 29.23 31.49 1.13 260.83 0.0 0.0 0.00 27.13 29.23 1.05 260.83 0.0 0.0 0.00 25.18 27.13 0.97 260.82 0.0 0.0 0.00 23.37 25.18 0.90 260.82 0.0 0.0 0.00 21.70 23.37 0.84 260.81 PEAK FLOWS 28.67 28.67 14.97 261.98 0. 00 indicates in ital condition 0 w <fl .J 0 <( 0.. 1-0 8[ cfs 0.00 0.10 0.40 0.89 1.55 2.36 3.32 4.42 5.65 6.99 8.44 9.85 11.07 12.09 12.94 13.63 14.16 14.55 14.81 14.95 14.97 14.89 14.72 14.45 14.10 13.67 13.17 12.61 11.98 11.29 10.55 9.80 9.10 8.44 7.84 7.28 6.75 6.27 5.82 5.40 5.01 4.65 4.32 4.01 3.72 3.45 3.21 2.98 2.76 2.56 2.38 2.21 2.05 1.90 1.77 1.64 1.52 1.41 1.31 1.22 1.13 1.05 0.97 0.90 0.84 14.97 Ex-Pond.xis Exhibit D-1 ~ .r: a. E "' 2 ,, >-J: Qp Tc inc Time 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0 29.0 30.0 31.0 32.0 33.0 34.0 35.0 36.0 37.0 38.0 39.0 40.0 41.0 42.0 43.0 44.0 45.0 46.0 47.0 48.0 49.0 50.0 51.0 52.0 53.0 54.0 55.0 56.0 57.0 58.0 59.0 60.0 61.0 62.0 63.0 64.0 EXHIBIT "D-2" PROPOSED DETENTION POND #1 ROUTING St.. Thomas Catholic Church D.A.t D.A. # Pond Routina EVENT= 26 c 0 a w t. c z c :!;! 0 iii + a ., ;; ::i: c ~ + + g~ c + c 0 0 ~ "' Ii a. 0 c N Q. w 32.9 10.1 1.0 els els els cfs cfs els It 0.0 0.0 3.27 0.00 0.00 0.00 260.74 3.3 3.3 9.82 3.04 3.27 0.12 260.75 6.5 6.5 16.37 11.94 12.86 0.46 260.78 9.8 9.8 22.92 26.28 28.31 1.02 260.82 13.1 13.1 29.47 45.66 49.20 1.77 260.89 16.4 16.4 36.02 69.74 75.13 2.70 260.96 19.6 19.6 42.56 98.16 105.75 3.80 261.06 22.9 22.9 49.11 130.62 140.73 5.05 261.16 26.2 26.2 55.66 166.83 179.74 6.45 261.28 29.5 29.5 62.21 206.52 222.50 7.99 261.40 32.7 32.7 64.14 249.44 268.73 9.65 261.54 31.4 31.4 61.16 291.07 313.58 11.25 261.68 29.8 29.8 57.88 326.94 352.23 12.64 261.79 28.1 28.1 54.61 357.20 384.83 13.81 261.89 26.5 26.5 51.33 382.25 411.81 14.78 261.97 24.8 24.8 48.06 402.96 433.58 15.31 262.03 23.2 23.2 44.79 419.92 451.02 15.55 262.07 21.6 21.6 41.51 433.25 464.71 15.73 262.11 19.9 19.9 38.24 443.04 474.76 15.86 262.14 18.3 18.3 34.96 449.38 481.28 15.95 262.15 16.7 16.7 31.69 452.36 484.34 15.99 262.16 15.0 15.0 28.42 452.07 484.05 15.99 262.16 13.4 13.4 25.14 448.61 480.49 15.94 262.15 11.8 11.8 21.87 442.05 473.75 15.85 262.13 10.1 10.1 18.59 432.48 463.92 15.72 262.11 8.5 8.5 15.32 419.98 451.08 15.55 262.07 6.8 6.8 12.04 404.63 435.30 15.34 262.03 5.2 5.2 8.77 386.76 416.67 14.95 261.98 3.6 3.6 5.50 367.14 395.53 14.20 261.92 1.9 1.9 2.22 345.89 372.64 13.37 261.85 0.3 0.3 0.29 323.12 348.11 12.49 261.78 0.0 0.0 0.00 300.20 323.41 11.61 261.70 0.0 0.0 0.00 278.65 300.20 10.77 261.64 0.0 0.0 0.00 258.65 278.65 10.00 261.57 0.0 0.0 0.00 240.08 258.65 9.28 261.51 0.0 0.0 0.00 222.85 240.08 8.62 261.46 0.0 0.0 0.00 206.85 222.85 8.00 261.40 0.0 0.0 0.00 192.00 206.85 7.42 261.36 0.0 0.0 0.00 178.22 192.00 6.89 261.31 0.0 0.0 0.00 165.43 178.22 6.40 261.27 0.0 0.0 0.00 153.55 165.43 5.94 261.23 0.0 0.0 0.00 142.53 153.55 5.51 261.20 0.0 0.0 0.00 132.30 142.53 5.12 261.16 0.0 0.0 0.00 122.80 132.30 4.75 261.13 0.0 0.0 0.00 113.99 122.80 4.41 261.11 0.0 0.0 0.00 105.80 113.99 4.09 261.08 0.0 0.0 0.00 98.21 105.80 3.80 261.06 0.0 0.0 0.00 91.16 98.21 3.52 261.03 0.0 0.0 0.00 84.62 91.16 3.27 261.01 0.0 0.0 0.00 78.54 84.62 3.04 260.99 0.0 0.0 0.00 72.90 78.54 2.82 260.97 0.0 0.0 0.00 67.67 72.90 2.62 260.96 0.0 0.0 0.00 62.81 67.67 2.43 260.94 0.0 0.0 0.00 58.30 62.81 2.25 260.93 0.0 0.0 0.00 54.12 58.30 2.09 260.91 0.0 0.0 0.00 50.23 54.12 1.94 260.90 0.0 0.0 0.00 46.63 50.23 1.80 260.89 0.0 0.0 0.00 43.28 46.63 1.67 260.88 0.0 0.0 0.00 40.17 43.28 1.55 260.87 0.0 0.0 0.00 37.29 40.17 1.44 260.86 0.0 0.0 0.00 34.61 37.29 1.34 260.85 0.0 0.0 0.00 32.13 34.61 1.24 260.84 0.0 0.0 0.00 29.82 32.13 1.15 260.84 0.0 0.0 0.00 27.68 29.82 1.07 260.83 0.0 0.0 0.00 25.69 27.68 0.99 260.82 PEAK FLOWS 32.74 32.74 16.99 262.16 0. 00 indicates in ital condition 0 w "' .Jo <Q. 1-0 Oct: ..... Q. els 0.00 0.12 0.46 1.02 1.77 2.70 3.80 5.05 6.45 7.99 9.65 11.25 12.64 13.81 14.78 15.31 15.55 15.73 15.86 15.95 15.99 15.99 15.94 15.85 15.72 15.55 15.34 14.95 14.20 13.37 12.49 11.61 10.77 10.00 9.28 8.62 8.00 7.42 6.89 6.40 5.94 5.51 5.12 4.75 4.41 4.09 3.80 3.52 3.27 3.04 2.82 2.62 2.43 2.25 2.09 1.94 1.80 1.67 1.55 1.44 1.34 1.24 1.15 1.07 0.99 15.99 Ex-Pond.xis El<hibit D-1 • .c Q. E ei "" ,., :c Qp Tc inc Time 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0 29.0 30.0 31.0 32.0 33.0 34.0 35.0 36.0 37.0 38.0 39.0 40.0 41.0 42.0 43.0 44.0 45.0 46.0 47.0 48.0 49.0 50.0 51.0 52.0 53.0 54.0 55.0 56.0 57.0 58.0 59.0 60.0 61.0 62.0 63.0 64.0 EXHIBIT "D-2" PROPOSED DETENTION POND #1 ROUTING St. Thomas Catholic Church D.A.# O.A. # Pond Routing EVENT= 60 c 0 CJ UJ t. c z c :!:? 0 iii + CJ ""~ ;; :E c ~ + + c c &. 0 + ~ <I) c g.!! 0 E. "' CJ 0.. UJ 37.2 10.1 1.0 cfs cfs cfs cfs cfs cfs ft 0.0 0.0 3.70 0.00 0.00 0.00 260.74 3.7 3.7 11.10 3.44 3.70 0.13 260.75 7.4 7.4 18.51 13.50 14.54 0.52 260.78 11.1 11.1 25.91 29.70 32.00 1.15 260.84 14.8 14.8 33.31 51.62 55.61 2.00 260.91 18.5 18.5 40.71 78.84 84.93 3.05 260.99 22.2 22.2 48.12 110.97 119.55 4.29 261.10 25.9 25.9 55.52 147.67 159.08 5.71 261.21 29.6 29.6 62.92 188.60 203.18 7.29 261.35 33.3 33.3 70.32 233.47 251.52 9.03 261.49 37.0 37.0 72.51 281.98 303.79 10.90 261.65 35.5 35.5 69.13 329.04 354.49 12.72 261.80 33.6 33.6 65.43 369.59 398.18 14.29 261.93 31.8 31.8 61.73 404.36 435.03 15.33 262.03 29.9 29.9 58.03 434.60 466.09 15.75 262.11 28.1 28.1 54.33 460.43 492.63 16.10 262.18 26.2 26.2 50.63 481.97 514.76 16.40 262.24 24.4 24.4 46.93 499.33 532.59 16.63 262.29 22.5 22.5 43.23 512.62 546.25 16.82 262.32 20.7 20.7 39.52 521.96 555.85 16.94 262.35 18.8 18.8 35.82 527.44 561.48 17.02 262.36 17.0 17.0 32.12 529.18 563.26 17.04 262.36 15.1 15.1 28.42 527.27 561.30 17.02 262.36 13.3 13.3 24.72 521.80 555.69 16.94 262.35 11.4 11.4 21.02 512.88 546.52 16.82 262.32 9.6 9.6 17.32 500.60 533.90 16.65 262.29 7.7 7.7 13.62 485.04 517.91 16.44 262.25 5.9 5.9 9.91 466.29 498.65 16.18 262.20 4.0 4.0 6.21 444.44 476.20 15.88 262.14 2.2 2.2 2.51 419.57 450.65 15.54 262.07 0.3 0.3 0.33 391.78 422.08 15.15 262.00 0.0 0.0 0.00 363.97 392.11 14.07 261.91 0.0 0.0 0.00 337.84 363.97 13.06 261.83 0.0 0.0 0.00 313.59 337.84 12.13 261.75 0.0 0.0 0.00 291.08 313.59 11.26 261.68 0.0 0.0 0.00 270.18 291.08 10.45 261.61 0.0 0.0 0.00 250.79 270.18 9.70 261.55 0.0 0.0 0.00 232.79 250.79 9.00 261.49 0.0 0.0 0.00 216.08 232.79 8.36 261.43 0.0 0.0 0.00 200.57 216.08 7.76 261.38 0.0 0.0 0.00 186.17 200.57 7.20 261.34 0.0 0.0 0.00 172.81 186.17 6.68 261.30 0.0 0.0 0.00 160.40 172.81 6.20 261.26 0.0 0.0 0.00 148.89 160.40 5.76 261.22 0.0 0.0 0.00 138.20 148.89 5.34 261.18 0.0 0.0 0.00 128.28 138.20 4.96 261.15 0.0 0.0 0.00 119.07 128.28 4.60 261.12 0.0 0.0 0.00 110.52 119.07 4.27 261.10 0.0 0.0 0.00 102.59 110.52 3.97 261.07 0.0 0.0 0.00 95.23 102.59 3.68 261.05 0.0 0.0 0.00 88.39 95.23 3.42 261.02 0.0 0.0 0.00 82.05 88.39 3.17 261.00 0.0 0.0 0.00 76.16 82.05 2.94 260.98 0.0 0.0 0.00 70.69 76.16 2.73 260.97 0.0 0.0 0.00 65.62 70.69 2.54 260.95 0.0 0.0 0.00 60.90 65.62 2.36 260.94 0.0 0.0 0.00 56.53 60.90 2.19 260.92 0.0 0.0 0.00 52.47 56.53 2.03 260.91 0.0 0.0 0.00 48.71 52.47 1.88 260.90 0.0 0.0 0.00 45.21 48.71 1.75 260.89 0.0 0.0 0.00 41.97 45.21 1.62 260.87 0.0 0.0 0.00 38.95 41.97 1.51 260.87 0.0 0.0 0.00 36.16 38.95 1.40 260.86 0.0 0.0 0.00 33.56 36.16 1.30 260.85 0.0 0.0 0.00 31.15 33.56 1.20 260.84 PEAK FLOWS I 37.01 37.01 17.04 262.36 O. 00 indicates in ital condition 0 UJ <I) _,o o( 0.. 1-0 Ott: 1-0.. cfs 0.00 0.13 0.52 1.15 2.00 3.05 4.29 5.71 7.29 9.03 10.90 12.72 14.29 15.33 15.75 16.10 16.40 16.63 16.82 16.94 17.02 17.04 17.02 16.94 16.82 16.65 16.44 16.18 15.88 15.54 15.15 14.07 13.06 12.13 11.26 10.45 9.70 9.00 8.36 7.76 7.20 6.68 6.20 5.76 5.34 4.96 4.60 4.27 3.97 3.68 3.42 3.17 2.94 2.73 2.54 2.36 2.19 2.03 1.88 1.75 1.62 1.51 1.40 1.30 1.20 17.04 Ex-Pond.xis El<hibitD-1 EXHIBIT "D-2" PROPOSED DETENTION POND #1 ROUTING Sl Thomas Catholic Church 0 D.A.f D.A.f Pond Routing EVENT= 100 • c .c a 0 a. w t. c E z c :!! 0 e iii + 0 .. :0 :E c .,. + + ~~ .,, c :;: :!! c ,.. 0 8 "' "' c I a. c "' "' 0 O..W Qp 41.8 Tc 10.1 inc 1.0 Time cfs cfs cfs cfs cfs era ft 0.0 0.0 0.0 4.16 0.00 0.00 0.00 260.74 1.0 4.2 4.2 12.48 3.86 4.16 0.15 260.75 2.0 8.3 8.3 20.80 15.17 16.34 0.59 260.79 3.0 12.5 12.5 29.11 33.38 35.96 1.29 260.85 4.0 16.6 16.6 37.43 58.01 62.49 2.24 260.93 5.0 20.8 20.8 45.75 88.59 95.44 3.43 261.02 6.0 25.0 25.0 54.07 124.70 134.34 4.82 261.14 7.0 29.1 29.1 62.39 165.93 178.76 6.42 261.27 8.0 33.3 33.3 70.71 211.93 228.32 8.19 261.42 9.0 37.4 37.4 79.02 262.35 282.64 10.14 261.58 10.0 41.6 41.6 81.47 316.87 341.37 12.25 261.76 11.0 39.9 39.9 77.69 369.75 398.34 14.30 261.93 12.0 37.8 37.8 73.53 416.44 447.43 15.50 262.06 13.0 35.7 35.7 69.37 457.83 489.96 16.07 262.17 14.0 33.6 33.6 65.21 494.08 527.20 16.56 262.27 15.0 31.6 31.6 61.05 525.31 559.29 16.99 262.35 16.0 29.5 29.5 56.89 551.65 586.36 17.35 262.42 17.0 27.4 27.4 52.73 573.25 608.55 17.65 262.48 18.0 25.3 25.3 48.57 590.22 625.98 17.88 262.53 19.0 23.2 23.2 44.41 602.69 638.80 18.05 262.56 20.0 21.2 21.2 40.25 610.79 647.11 18.16 262.58 21.0 19.1 19.1 36.10 614.61 651.04 18.21 262.59 22.0 17.0 17.0 31.94 614.29 650.71 18.21 262.59 23.0 14.9 14.9 27.78 609.92 646.22 18.15 262.58 24.0 12.8 12.8 23.62 601.63 637.70 18.04 262.56 25.0 10.8 10.8 19.46 589.51 625.25 17.87 262.53 26.0 8.7 8.7 15.30 573.66 608.97 17.65 262.48 27.0 6.6 6.6 11.14 554.19 588.96 17.39 262.43 28.0 4.5 4.5 6.98 531.19 565.33 17.07 262.37 29.0 2.5 2.5 2.82 504.75 538.17 16.71 262.30 30.0 0.4 0.4 0.37 474.97 507.58 16.30 262.22 31.0 0.0 0.0 0.00 443.60 475.35 15.87 262.14 32.0 0.0 0.0 0.00 412.71 443.60 15.45 262.05 33.0 0.0 0.0 0.00 383.08 412.71 14.81 261.97 34.0 0.0 0.0 0.00 355.59 383.08 13.75 261.88 35.0 0.0 0.0 0.00 330.06 355.59 12.76 261.80 36.0 0.0 0.0 0.00 306.37 330.06 11.85 261.72 37.0 0.0 0.0 0.00 284.38 306.37 11.00 261.65 38.0 0.0 0.0 0.00 263.96 284.38 10.21 261.59 39.0 0.0 0.0 0.00 245.01 263.96 9.47 261.53 40.0 0.0 0.0 0.00 227.43 245.01 8.79 261.47 41.0 0.0 0.0 0.00 211.10 227.43 8.16 261.42 42.0 0.0 0.0 0.00 195.95 211.10 7.58 261.37 43.0 0.0 0.0 0.00 181.88 195.95 7.03 261.32 44.0 0.0 0.0 0.00 168.83 181.88 6.53 261.28 45.0 0.0 0.0 0.00 156.71 168.83 6.06 261.24 46.0 0.0 0.0 0.00 145.46 156.71 5.62 261.21 47.0 0.0 0.0 0.00 135.02 145.46 5.22 261.17 48.0 0.0 0.0 0.00 125.33 135.02 4.85 261.14 49.0 0.0 0.0 0.00 116.33 125.33 4.50 261.11 50.0 0.0 0.0 0.00 107.98 116.33 4.18 261.09 51.0 0.0 0.0 0.00 100.23 107.98 3.88 261.06 52.0 0.0 0.0 0.00 93.03 100.23 3.60 261.04 53.0 0.0 0.0 0.00 86.35 93.03 3.34 261.02 54.0 0.0 0.0 0.00 80.16 86.35 3.10 261.00 55.0 0.0 0.0 0.00 74.40 80.16 2.88 260.98 56.0 0.0 0.0 0.00 69.06 74.40 2.67 260.96 57.0 0.0 0.0 0.00 64.10 69.06 2.48 260.95 58.0 0.0 0.0 0.00 59.50 64.10 2.30 260.93 59.0 0.0 0.0 0.00 55.23 59.50 2.14 260.92 60.0 0.0 0.0 0.00 51.27 55.23 1.98 260.90 61.0 0.0 0.0 0.00 47.59 51.27 1.84 260.89 62.0 0.0 0.0 0.00 44.17 47.59 1.71 260.88 63.0 0.0 0.0 0.00 41.00 44.17 1.59 260.87 64.0 0.0 0.0 0.00 38.06 41.00 1.47 260.86 PEAK FLOWS 41.59 41.59 18.21 262.59 0.00 indicates inital condition a w "' -' 0 <l Q.. .... 0 00:: .... Q.. cfs 0.00 0.15 0.59 1.29 2.24 3.43 4.82 6.42 8.19 10.14 12.25 14.30 15.50 16.07 16.56 16.99 17.35 17.65 17.88 18.05 18.16 18.21 18.21 18.15 18.04 17.87 17.65 17.39 17.07 16.71 16.30 15.87 15.45 14.81 13.75 12.76 11.85 11.00 10.21 9.47 8.79 8.16 7.58 7.03 6.53 6.06 5.62 5.22 4.85 4.50 4.18 3.88 3.60 3.34 3.10 2.88 2.67 2.48 2.30 2.14 1.98 1.84 1.71 1.59 1.47 18.21 Ex-Pond.xis Exhibit 0-1 Scale: 1" =100 ' / / I /I (jJ . i ! I I I I I tll I EXHIBIT E -PROPOSED Ex hibit F -Static Flow Analysis * * * * * * * * * * * * * * K Y P I P E * * * * * * * * * * * * * * * University of Kentucky Hydraulic Analysis Program * * for the Distribution of Pressure and Flows in Pipe Network Systems * * FORTRAN VERSION -3 .40 (01/02/91) * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * DATE: 9/18/2003 TIME: 9 : 15 : 4 5 INPUT DATA FILENAME --------------0309stat .dat TABULATED OUTPUT FILENAME --------0309stat .out ************************************************ S U M M A R Y 0 F 0 R I G I N A L D A T A ************************************************ U N I T S S P E C I F I E D FLOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PSIG p I P E L I N E A N D p u M p D A T A PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS (FEET) (INCHES) 1 0 1 150 .0 8.0 150.0 .80 2 1 2 180 .0 8.0 150.0 3.10 3 2 3 490.0 8.0 150 .0 2 .20 4 3 4 595.0 8 .0 150.0 1. 40 5 4 5 315.0 8.0 150.0 2 .10 6 5 6 115 .0 8.0 150.0 1. 90 7 1 6 225.0 8.0 150.0 2 .70 8 0 6 100. 0 8.0 150.0 2 .40 A SUCCESSFUL GEOMETRIC VERIFICATION HAS BEEN COMPLETED J U N C T I 0 N N 0 D E D A T A JUNCTION NUMBER DEMAND ELEVATION CONNECTING PIPES 1 .00 264.00 1 2 7 2 .00 262 .00 2 3 3 .00 263.00 3 4 4 .00 261. 00 4 5 5 .00 265.00 5 6 6 90.00 265 .00 6 7 8 K FIXED GRADE 509.00 509.00 Exhibit F Pg. 1of3 Exhibit F -Static Flow Analysis 0 U T P U T 0 P T I 0 N D A T A OUTPUT SELECTION: ALL RESULTS ARE OUTPUT EACH PERIOD S Y S T E M C 0 N F I G U R A T I 0 N THIS SYSTEM HAS 8 PIPES WITH 6 JUNCTIONS I 1 LOOPS AND 2 FGNS ************************************* S I M U L A T I 0 N R E S U L T S ************************************* THE RESULTS ARE OBTAINED AFTER 8 TRIALS WITH AN ACCURACY .00025 S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L) FLOW TEST VERIFICATION Peak Flow Condition of St. Thomas Aquinas Catholic Church September, 2003 McCLURE ENGINEERING p I p E L I N E R E S U L T S PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS 1 0 1 36 . 72 .0 0 .00 .00 2 1 2 9.77 .00 .00 .00 3 2 3 9 .7 7 .00 .00 .00 4 3 4 9.77 .00 .00 .00 5 4 5 9.77 .00 .00 .00 6 5 6 9.77 .00 .00 .00 7 1 6 26.94 .00 .00 .00 8 0 6 53 .28 .01 .00 .00 J U N C T I 0 N N 0 D E R E S U L T S VELOCITY .23 .06 .06 .06 .06 .0 6 .1 7 .34 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 1 .00 508.99 264 .00 106.16 2 .00 508 .99 262.00 107.03 3 .00 508 .99 263.00 106.60 4 .00 508.99 261. 00 107.46 5 .00 508.99 265.00 105.73 6 90.00 508.99 265.00 105.73 S U M M A R Y 0 F INFLOWS A N D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES Exhibit F Pg. 2 of3 HL/1000 .03 .00 .00 .00 .00 .00 .02 .06 Exhibit F -Static Flow Analysis (-) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE NUMBER FLOWRATE 1 36.7 2 8 53.2 8 NET SYSTEM INFLOW 90.00 NET SYSTEM OUTFLOW .00 NET SYSTEM DEMAND 90.00 D A T A C H A N G E S F 0 R N E X T S I M U L A T I 0 N D E M A N D C H A N G E S DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR 1.00 Exhibit F Pg. 3 of3 Exhibit G -Fire Flow Analys i s * * * * * * * * * * * * * * K Y P I P E * * * * * * * * * * * * * * * University of Kentucky Hydraulic Analysis Program * * for the Distribution of Pressu re and Flows in Pipe Network Systems * * FORTRAN VERSION -3 .40 (01/02/91) * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * DATE : 9 /18/2003 TIME : 9 : 1 7 : 21 INPUT DATA FILENAME --------------0309fire .dat TABULATED OUTPUT FILENAME --------0309fire.out ************************************************ S U M M A R Y 0 F 0 R I G I N A L D A T A ************************************************ U N I T S S P E C I F I E D FLOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PSIG p I P E L I N E AN D p u M p D A TA PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS (FEET) (INCHES) 1 0 1 150.0 8.0 150.0 .80 2 1 2 180.0 8.0 150 .0 3.10 3 2 3 490.0 8 .0 150 .0 2 .20 4 3 4 595.0 8.0 150.0 1. 40 5 4 5 315 .0 8.0 150.0 2.10 6 5 6 115.0 8.0 150.0 1. 90 7 1 6 225.0 8 .0 150.0 2.70 8 0 6 100.0 8.0 150.0 2.40 A SUCCESSFUL GEOMETRIC VERIFICATION HAS BEEN COMPLETED J U N C T I 0 N N 0 D E D A T A JUNCTION NUMBER DEMAND ELEVATION CONNECTING PIPES 1 .00 264.00 1 2 7 2 .00 262.00 2 3 3 1250.00 263.00 3 4 4 1250.00 261. 00 4 5 5 .00 265.00 5 6 6 90.00 265.00 6 7 8 K FIXED GRADE 509.00 509.00 Exhibit G Pg. 1 of3 Exhibit G -Fire Flow Analysis 0 U T P U T 0 P T I 0 N DAT A OUTPUT SELECTION: ALL RESULTS ARE OUTPUT EACH PERIOD S Y S T E M C 0 N F I G U R A T I 0 N THIS SYS TEM HAS 8 PIPES WITH 6 JUNCTIONS , 1 LOOPS AND 2 FGNS ************************************* S I M U L A T I 0 N R E S U L T S ************************************* THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURA CY .00001 S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L) FLOW TEST VE RIFICATION Peak Flow Condition of St. Thomas Aquinas Catholic Church September , 2003 McCLURE ENGINEERING p I p E L I N E R E S U L T S PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS 1 0 1 1321. 36 3.52 .00 .88 2 1 2 1127 . 67 3 .15 .00 2 .49 3 2 3 1127. 67 8 .58 .00 1. 77 4 3 4 -1 22 .33 -.17 .00 -.01 5 4 5 -1372 . 33 -7.93 .00 -2 .50 6 5 6 -1 372. 33 -2 .90 .00 -2 .26 7 1 6 19 3 .69 .15 .00 .06 8 0 6 1268.64 2 .18 .00 2 .44 J U N C T I 0 N N 0 D E R E S U L T S VELOCITY 8 .43 7.20 7.20 -.78 -8. 76 -8. 76 1. 24 8 .10 JUNCTION NUMBER DEMAND GRADE LINE ELE VATION PRESSURE 1 .00 504 .59 264.0 0 104.26 2 .00 498 .95 262.00 10 2.68 3 1 250 .00 4 88.60 263.00 97.76 4 1250 .00 488.78 261. 00 98. 71 5 .00 499 .22 265 .00 101. 50 6 90 .00 504.38 265 .00 10 3 .73 S U M M A R Y 0 F I N F L 0 W S AN D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES ------------- Exhibit G Pg. 2 of3 HL/1000 23 . 48 17 .51 17.51 -.29 -25.19 -25.19 . 67 21 .7 8 Exhibit G -Fire Flow Analysis (-) OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE NUMBER 1 8 FLOWRATE 1321. 36 1268 .64 NET SYSTEM INFLOW NET SYSTEM OUTFLOW NET SYSTE M DEMAND D A T A C H A N G E S 2590 .00 .00 2590.00 F 0 R N E X T D E M A N D C H A N G E S S I M U L A T I 0 N DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR 1.00 Exhibit G Pg . 3 of3 Exhibit H -Fire Flow Test UlU .LL/ ZUU3 J.4: J.4 l'M 11"11 "fli4 345Z l:U~~ Sl'ATlUN P\JB.UTL . 1601 GRAHAM ROAD COLLEGE STAnON TEXAS 77845 Date: 11 SEP 03 Number pages including cover sheet - 1 Fax to: 6932554 Attention: GAYLA MESSARRA Company: MCCLURE ENGINEERING From: Butch Willis Water Wamewater Division Phone: 979-764-3435 Fax: 979-764-3452 FLOW TEST REPORT Location: ST THOMAS AQUINAS CATHOLIC CHURCH Flow hydrant number: I-062 Pitot reading: 90 (GPM): 1175 Static hydrant number: I-061 Static PSI: 116 Residual PSI: 107 TEST WAS RUN 9 SEP 03 MANHOLE IS 4Ff Yi INCH FROM INVERT TO RIM 1«)001 Exh ibitH -·-·-·-·-·-·-·-·-·-·-·_) \ \ 1 \ Scale: 1" =100' LEGEND G) -Manhole Numbe1· EXHIBIT I -PROPOSED SANITARY SEWER SYSTEM Anticipated De'10 lopment Scenario Line Area of Contributing Land Uses R-1 R-1 C-1 R-1 Fixture Fro m To Unde'10 1oped Und e'10 loped De'10 1oped Und eve loped Un its (6 DU/Ac .) (4 DU/Ac .) (7000 gpd/ac) MH # MH # Ac. Ac . Lots Ac . I 2 0 0 0 0 134 2 3 0 0 0 0 0 3 Ex . 0 0 0 3.09 0 Cumulative A '1!rage Daily Flows Flows (AD F) GPD GPD CFS 10,720 10,720 0.02 10,720 0.02 32,350 2 1,630 0 .05 Ex hibi t J St. T homas Aqu inas Ca th o li c Church Sewer A nalysis Flow Calculations Infi ltration Peaking (10%ADF) Factor Peak Flows Size CFS CFS GP M MOD (in .) 0.00 3 .94 0 .07 30 0 .043 6 0.00 3.94 0.07 30 0.043 6 0.0 1 3 .53 0 .18 82 0.118 8 Prooosed Sewer Svstem Cale . Min . In side Slope Slope Peak Flow Mate rial Diamete r Peak Peak Veloc ity Flows Flows Tvoe In ches % % fos 2 D3034 5.793 0.02 0.60 1.59 2 D3034 5.793 0.02 0.60 1.59 2 D3034 7.754 0.03 0.40 l.78 Cale . Min. Slope Slope ADF ADF % % 0 .01 0.60 0.01 0.60 0.01 0.40 A\10 . Daily A\10 . Daily Flow Flow Velocity Depth fos Inches 1.09 0.58 1.09 0.58 l.24 l.16 E.xhi bit J 03 09-sewcr .xl s 912412003 a 18" HDPE pipe. The pond discharges into an existing inlet located on North Forest Parkway. An existing retention pond is located on the property between the sanctuary and the rectory. This pond is used for a storm drain outlet, but it is not included in the overall detention calculations. The hydrograph calculations for this pond are included in this report to show discharge rates and water elevations during the design storms. Each pond was modeled for the 5, 10, 25, 50, and 100 year storm events. The hydrologic analysis of the drainage system is shown in Exhibits D-1 and D-2. Exhibit D-1 shows the hydraulic routing for the detention pond. Exhibit D-2 shows hydraulic routing for the existing pond. A summary of the combined drainage effects is shown below: Detention Detention Bypass Total Existing Event Pond Pond Flowrate Proposed Condition Flowrate Elevation Flowrate Flowrate 5 year 12 cfs 260.5' 6 cfs 19 cfs 28 cfs 10 year 13 cfs 260.7' 7 cfs 20 cfs 31 cfs 25 year 14 cfs 260.8' 8 cfs 22 cfs 36 cfs 50 year 14 cfs 261.0' 9 cfs 24 cfs 41 cfs 100 year 15 cfs 261.2' 11 cfs 25 cfs 46 cfs Top of berm= 262 ft. TABLE 1 CONCLUSION The post-development flowrate is reduced to a level less than the pre-development flowrate for the 5, 10 , 25 , 50, and 100-year events. The 100-year event is contained in the ponds and released through the pond outlet devices. The drainage design for this site meets the requirements as stated in DRAINAGE, WATER AND SEW ER REPORT St. Thomas Aquinas Catholic Church Pg . 3 D.A. # D.A. # • .c 0 Q. w E z e iii .., :E .., c ,.. 0 8 :c 0.. Qo 49.6 Tc 16.3 inc 1.0 Tim• cfs cfs 0.0 0.0 0.0 1.0 3.2 3.2 2.0 6.4 6.4 3.0 9.7 9.7 4.0 12.9 12.9 5.0 16.1 16.1 6.0 19.3 19.3 7.0 22.6 22.6 8.0 25.8 25.8 9.0 29.0 29.0 10.0 32.2 32.2 11.0 35.5 35.5 12.0 38.7 38.7 13.0 41.9 41.9 14.0 45.1 45.1 15.0 48.4 48.4 16.0 48.4 48.4 17.0 46.8 46.8 18.0 45.2 45.2 19.0 43.6 43.6 20.0 41.9 41.9 21.0 40.3 40.3 22.0 38.7 38.7 23.0 37.1 37.1 24.0 35.5 35.5 25.0 33.9 33.9 26.0 32.3 32.3 27.0 30.7 30.7 28.0 29.0 29.0 29.0 27.4 27.4 30.0 25.8 25.8 31.0 24.2 24.2 32.0 22.6 22.6 33.0 21.0 21.0 34.0 19.4 19.4 35.0 17.8 17.8 36.0 16.1 16.1 37.0 14.5 14.5 38.0 12.9 12.9 39.0 11.3 11.3 40.0 9.7 9.7 41.0 8.1 8.1 42.0 6.5 6.5 43.0 4.9 4.9 44.0 3.2 3.2 45.0 1.6 1.6 46.0 0.0 0.0 47.0 0.0 0.0 48.0 0.0 0.0 49.0 0.0 0.0 50.0 0.0 0.0 51.0 0.0 0.0 52.0 0.0 0.0 53.0 0.0 0.0 54.0 0.0 0.0 55.0 0.0 0.0 56.0 0.0 0.0 57.0 0.0 0.0 58.0 0.0 0.0 59.0 0.0 0.0 60.0 0.0 0.0 61.0 0.0 0.0 62.0 0.0 0.0 63.0 0.0 0.0 64.0 0.0 0.0 PEAK FLOWS 48 48 0.00 indicates inital condition REVISED EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING St. Thomas Aquinas Church Pond Routing EVENT= 6 D.A.# c z c c a !! 0 .. + .., ~ ... + .. c !! + .. + c g .! Q. "' "' c ,.. c "' "' a 0.. w m 6.3 35.6 cfs els cfs cfs It cfs 3.22 0.00 0.00 0.00 257.9 0.0 9.67 1.88 3.22 0.67 258.1 0.2 16.12 6.88 11.55 2.34 258.5 0.4 22.57 13.75 23.00 4.62 259.0 0.5 29.02 26.57 36.32 4.88 259.0 0.7 35.47 45.44 55.59 5.07 259.1 0.9 41.92 70.26 80.91 5.33 259.1 1.1 48.37 100.89 112.17 5.64 259.2 1.2 54.82 137.22 149.25 6.02 259.2 1.4 61.27 179.13 192.03 6.45 259.3 1.6 67.71 226.52 240.40 6.94 259.4 1.8 74.16 279.26 294.23 7.48 259.5 2.0 80.61 337.27 353.43 8.08 259.6 2.1 87.06 400.41 417.88 8.73 259.7 2.3 93.51 468.60 487.48 9.44 259.8 2.5 96.76 541.74 562.12 10.19 259.9 2.7 95.17 616.98 638.50 10.76 260.0 2.9 91.95 690.33 712.15 10.91 260.1 3.0 88.72 760.18 782.28 11.05 260.1 3.2 85.50 826.53 848.90 11.18 260.1 3.4 82.27 889.40 912.03 11.31 260.2 3.6 79.05 948.81 971.68 11.43 260.2 3.7 75.83 1004.77 1027.86 11.55 260.2 3.9 72.60 1057.29 1080.59 11.65 260.3 4.1 69.38 1106.38 1129.89 11.75 260.3 4.3 66.15 1152.07 1175.76 11.84 260.3 4.5 62.93 1194.36 1218.22 11.93 260.4 4.6 59.70 1233.27 1257.29 12.01 260.4 4.8 56.48 1268.81 1292.97 12.08 260.4 5.0 53.25 1300.99 1325.29 12.15 260.4 5.2 50.03 1329.83 1354.25 12.21 260.4 5.3 46.80 1355.35 1379.86 12.26 260.5 5.5 43.58 1377.55 1402.15 12.30 260.5 5.7 40.36 1396.45 1421.13 12.34 260.5 5.9 37.13 1412.06 1436.80 12.37 260.5 6.1 33.91 1424.40 1449.19 12.40 260.5 6.2 30.68 1433.47 1458.30 12.42 260.5 6.3 27.46 1439.30 1464.15 12.43 260.5 6.2 24.23 1441.89 1466.76 12.43 260.5 6.1 21.01 1441.26 1466.12 12.43 260.5 6.0 17.78 1437.42 1462.27 12.42 260.5 5.9 14.56 1430.39 1455.21 12.41 260.5 5.9 11.33 1420.17 1444.95 12.39 260.5 5.8 8.11 1406.78 1431.51 12.36 260.5 5.7 4.89 1390.24 1414.89 12.33 260.5 5.6 1.66 1370.55 1395.12 12.29 260.5 5.5 0.02 1347.72 1372.21 12.24 260.4 5.4 0.00 1323.36 1347.75 12.19 260.4 5.3 0.00 1299.08 1323.36 12.14 260.4 5.2 0.00 1274.89 1299.08 12.09 260.4 5.1 0.00 1250.80 1274.89 12.05 260.4 5.1 0.00 1226.81 1250.80 12.00 260.4 5.0 0.00 1202.91 1226.81 11.95 260.4 4.9 0.00 1179.11 1202.91 11.90 260.3 4.8 0.00 1155.41 1179.11 11.85 260.3 4.7 0.00 1131.80 1155.41 11.80 260.3 4.6 0.00 1108.29 1131.80 11.76 260.3 4.5 0.00 1084.87 1108.29 11.71 260.3 4.4 0.00 1061.55 1084.87 11.66 260.3 4.3 0.00 1038.32 1061.55 11.61 260.3 4.2 0.00 1015.18 1038.32 11.57 260.3 4.2 0.00 992.14 1015.18 11.52 260.2 4.1 0.00 969.19 992.14 11.47 260.2 4.0 0.00 946.34 969.19 11.43 260.2 3.9 0.00 923.58 946.34 11.38 260.2 3.8 12 260.6 6 D.A.# 0 w "' _,o <0.. .... o 0 a: )( ....... w 28.7 12.4 cfs els 0.00 0.0 0.85 2.3 2.69 4.6 5.16 6.9 5.59 9.3 5.96 11.6 6.40 13.9 6.89 16.2 7.44 18.5 8.06 20.8 8.72 23.1 9.44 25.5 10.22 27.8 11.05 28.0 11.93 26.8 12.86 25.7 13.61 24.5 13.94 23.3 14.26 22.2 14.57 21.0 14.88 19.9 15.18 18.7 15.47 17.6 15.75 16.4 16.03 15.2 16.30 14.1 16.56 12.9 16.82 11.8 17.07 10.6 17.32 9.5 17.55 8.3 17.78 7.1 18.01 6.0 18.22 4.8 18.43 3.7 18.63 2.5 18.71 1.4 18.64 0.2 18.55 0.0 18.46 0.0 18.36 0.0 18.26 0.0 18.15 0.0 18.04 0.0 17.91 0.0 17.78 0.0 17.65 0.0 17.51 0.0 17.37 0.0 17.23 0.0 17.10 0.0 16.96 0.0 16.82 0.0 16.68 0.0 16.55 0.0 16.41 0.0 16.27 0.0 16.14 0.0 16.00 0.0 15.86 0.0 15.73 0.0 15.59 0.0 15.46 0.0 15.32 0.0 15.18 0.0 19 28 0 z _,_ < .... .... !!! 0 )( .... w els 0.00 2.31 4.63 6.94 9.26 11.57 13.88 16.20 18.51 20.83 23.14 25.45 27.77 27.97 26.81 25.65 24.49 23.34 22.18 21.02 19.87 18.71 17.55 16.40 15.24 14.08 12.92 11.77 10.61 9.45 8.30 7.14 5.98 4.83 3.67 2.51 1.35 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 28 0309-0ra.xls Ellhibit D-1 D.A . I D.A. I • .c 0 a. w I! z e iii ,, :IE ,, c >-0 0 :x: Q. 0 Qp 66.8 Tc 16 .3 inc 1.0 Time cfs cfs 0.0 0.0 0 .0 1.0 3.6 3.6 2 .0 7.3 7.3 3.0 10.9 10.9 4 .0 14.6 14.6 5.0 18.2 18.2 6.0 21 .8 21 .8 7.0 25 .5 25.5 8 .0 29 .1 29.1 9 .0 32 .8 32.8 10.0 36.4 36.4 11 .0 40.0 40.0 12 .0 43.7 43.7 13.0 47.3 47.3 14 .0 51 .0 51 .0 15.0 54.6 54.6 16 .0 54.6 54.6 17 .0 52 .8 52 .8 18.0 51 .0 51 .0 19.0 49.2 49.2 20.0 47 .3 47 .3 21 .0 45.5 45.5 22.0 43.7 43.7 23.0 41 .9 41 .9 24 .0 40 .1 40.1 25.0 38.2 38.2 26.0 36.4 36.4 27 .0 34 .6 34 .6 28.0 32 .8 32 .8 29.0 31 .0 3 1.0 30.0 29.1 29.1 31 .0 27 .3 27.3 32 .0 25.5 25.5 33.0 23.7 23.7 34.0 21 .9 21 .9 35.0 20.0 20.0 36.0 18 .2 18.2 37 .0 16.4 16.4 38.0 14.6 14.6 39.0 12.8 12.8 40.0 10.9 10.9 41.0 9.1 9.1 42.0 7.3 7.3 43.0 5.5 5.5 44.0 3.7 3.7 45.0 1.8 1.8 46.0 0 .0 0.0 47.0 0.0 0.0 48.0 0.0 0.0 49.0 0 .0 0 .0 50.0 0 .0 0 .0 51 .0 0.0 0.0 52 .0 0.0 0.0 53.0 0.0 0.0 54.0 0.0 0.0 55.0 0.0 0.0 56.0 0.0 0.0 57 .0 0.0 0.0 58.0 0.0 0.0 59.0 0.0 0.0 60.0 0.0 0.0 61 .0 0.0 0.0 62.0 0.0 0.0 63.0 0 .0 0.0 64.0 0.0 0.0 PEAK FLOWS I 65 66 0.00 indicates inital condition REVISED EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING St. Thomas Aquinas Church Pond Routing EVENT= 10 D.A.I c g c c :g 0 + a ,, ~ .. t; + .. c + .. + c g !! a. Ul fl) a >--= N N Q. w Ill 7.3 35.6 cfs cfs cfs cfs ft cfs 3.64 0.00 0.00 0.00 257 .9 0.0 10.92 2.13 3.64 0.76 258.2 0.2 18.20 7.78 13.05 2.64 258.6 0.4 25.48 16.43 25.97 4 .77 259.0 0 .6 32.76 32.03 41 .90 4 .93 259.0 0 .8 40.03 54.46 64.79 5.17 259.1 1.0 47.31 83 .56 94.49 5.47 259.1 1.2 54.59 119.21 130.87 5.83 259 .2 1.4 61.87 161 .27 173.80 6 .27 259.3 1.6 69.15 209.61 223.14 6 .77 259.3 1.8 76.43 264 .10 278.76 7.33 259.4 2.0 83.71 324.63 340.53 7.95 259.5 2 .2 90.99 391 .07 408.34 8.64 259.7 2.4 98 .27 463.29 482 .05 9.38 259 .8 2.7 105.55 541.19 561 .56 10.18 259.9 2.9 109.21 625.18 646.74 10.78 260.0 3.1 107.42 712.49 734 .39 10.95 260.1 3.3 103.78 797.65 819.91 11 .13 260.1 3 .5 100.14 878.85 901 .43 11 .29 260.2 3.7 96.50 956.10 978.99 11.45 260.2 3.9 92.86 1029.41 1052.60 11 .60 260.3 4 .1 89.22 1098.80 1122.27 11.74 260.3 4 .3 85.58 1164.28 1188.02 11 .87 260.3 4 .5 81 .94 1225.87 1249.86 11 .99 260.4 4.7 78.30 1283.59 1307.82 12.11 260.4 4 .9 74.66 1337 .46 1361 .90 12.22 260.4 5.1 71 .03 1387.48 1412.12 12.32 260.5 5.3 67 .39 1433.67 1458.50 12.42 260.5 5 .5 63.75 1476.05 1501 .06 12.50 260.5 5 .7 60.11 1514.64 1539.80 12.58 260.5 5 .9 56.47 1549.45 1574.75 12 .65 260.6 6 .1 52.83 1580.49 1605.91 12.71 260.6 6.3 49.19 1607.78 1633.31 12 .77 260.6 6 .5 45.55 1631 .33 1656.96 12 .82 260.6 6 .7 41 .91 1651 .17 1676.88 12 .86 260.6 6 .9 38.27 1667.30 1693.08 12 .89 260.6 7.1 34 .63 1679.74 1705.57 12 .91 260.6 7.2 30.99 1688.50 1714.37 12.93 260.6 7 .1 27 .35 1693.61 1719.49 12.94 260.7 7.0 23.71 1695.07 1720.96 12.95 260.7 6.9 20.07 1692.90 1718.78 12.94 260.7 6 .8 16.43 1687.11 1712.97 12.93 260.6 6 .7 12.79 1677.72 1703.54 12.91 260.6 6 .6 9.15 1664 .75 1690.52 12.88 260.6 6 .5 5.51 1648.20 1673.90 12.85 260.6 6 .4 1.87 1628.09 1653.71 12.81 260.6 6 .3 0.03 1604.44 1629.97 12 .76 260.6 6 .2 0.00 1579.05 1604.47 12.71 260.6 6 .1 0.00 1553.73 1579.05 12 .66 260.6 6 .0 0.00 1528.52 1553.73 12.61 260.6 5 .9 0.00 1503.40 1528.52 12.56 260 .5 5 .8 0.00 1478.39 1503.40 12 .51 260.5 5.7 0.00 1453.48 1478.39 12.46 260.5 5 .6 0.00 1428.66 1453.48 12.41 260.5 5 .5 0.00 1403.95 1428.66 12.36 260.5 5 .4 0.00 1379.34 1403.95 12.31 260.5 5 .3 0.00 1354.83 1379.34 12.26 260.5 5 .2 0.00 1330.42 1354.83 12.21 260.4 5 .1 0.00 1306.10 1330.42 12 .16 260.4 5 .0 0.00 1281 .89 1306.10 12.11 260.4 4 .9 0.00 1257.77 1281 .89 12.06 260.4 4 .8 0.00 1233.75 1257.77 12 .01 260.4 4 .7 0.00 1209.82 1233.75 11 .96 260 .4 4 .6 0.00 1186.00 1209.82 11 .91 260.4 4 .5 0 .00 1162.26 1186.00 11 .87 260.3 4 .4 13 260 .7 7 D.A. I 0 w fl) _,o <( Q. .... o oa:: )( .... Q. w 32.3 12.4 cfs cfs 0 .00 0.0 0.96 2.6 3.04 5.2 5.39 7.8 5.75 10.4 6.19 13.0 6.69 15.6 7.26 18.2 7.90 20.8 8.60 23.4 9.37 26.0 10.19 28.6 11 .08 31 .3 12 .03 31 .5 13.04 30.2 13.84 28.9 14.22 27.6 14.59 26.3 14.96 25.0 15.32 23.7 15 .67 22.4 16 .02 21 .1 16.36 19.8 16.68 18.5 17.01 17 .1 17.32 15.8 17.62 14.5 17 .92 13.2 18.21 11.9 18.49 10.6 18.77 9.3 19.03 8.0 19.29 6.7 19.55 5.4 19.79 4.1 20.03 2.8 20.12 1.5 20 .04 0.2 19.94 0.0 19.85 0.0 19.74 0.0 19.63 0.0 19.50 0.0 19.38 0.0 19.24 0.0 19.10 0.0 18.95 0.0 18.79 0.0 18.64 0.0 18 .49 0.0 18.34 0.0 18.18 0.0 18.03 0.0 17 .88 0.0 17.73 0.0 17.57 0.0 17.42 0.0 17 .27 0.0 17 .12 0.0 16.97 0.0 16.82 0 .0 16 .67 0.0 16.52 0.0 16.37 0.0 16.22 0.0 20 31 0 z _,_ <( .... .... ~ 0 )( >-W cfs 0.00 2.60 5.21 7.81 10.42 13.02 15.63 18.23 20 .83 23.44 26.04 28.65 31 .25 31.47 30.17 28.87 27 .57 26.26 24 .96 23.66 22.36 21 .06 19.75 18.45 17.15 15.85 14.55 13.24 11 .94 10.64 9.34 8.03 6 .73 5.43 4.13 2.83 1.52 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0 .00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 31 0309-dra .xls EJChibitD-1 D.A.I D.A. # • "' 0 CL w f! ~ z iii ,, ::E ,, c ,., 0 0 :r Q. 0 Qo 63.9 Tc 15.3 inc 1.0 Time els cf s 0.0 0.0 0.0 1.0 4.2 4.2 2.0 8 .3 8 .3 3.0 12 .5 12.5 4 .0 16.7 16.7 5.0 20.8 20.8 6 .0 25.0 25.0 7.0 29.2 29.2 8 .0 33.3 33.3 9 .0 37 .5 37 .5 10.0 41 .7 41.7 11 .0 45.8 45.8 12.0 50.0 50.0 13.0 54.2 54.2 14.0 58.3 58.3 15.0 62.5 62.5 16.0 62.5 62.5 17.0 60.4 60.4 18.0 58.4 58.4 19.0 56.3 56.3 20.0 54.2 54 .2 21 .0 52 .1 52 .1 22.0 50.0 50.0 23.0 47.9 47.9 24.0 45.9 45.9 25.0 43.8 43.8 26.0 41.7 41 .7 27.0 39.6 39.6 28.0 37.5 37.5 29.0 35.4 35.4 30.0 33.4 33.4 31 .0 31 .3 31 .3 32.0 29.2 29.2 33.0 27 .1 27 .1 34 .0 25.0 25.0 35.0 22.9 22.9 36.0 20.9 20.9 37 .0 18.8 18.8 38.0 16.7 16.7 39.0 14.6 14.6 40.0 12.5 12.5 41 .0 10.4 10.4 42.0 8 .4 8 .4 43.0 6 .3 6 .3 44.0 4.2 4.2 45.0 2.1 2 .1 46.0 0.0 0 .0 47 .0 0 .0 0 .0 48.0 0 .0 0 .0 49.0 0 .0 0 .0 50 .0 0 .0 0 .0 51 .0 0.0 0.0 52 .0 0.0 0 .0 53.0 0.0 0.0 54.0 0.0 0 .0 55.0 0.0 0.0 56.0 0 .0 0 .0 57.0 0.0 0 .0 58.0 0.0 0.0 59.0 0.0 0.0 60.0 0.0 0 .0 61 .0 0.0 0.0 62.0 0.0 0.0 63.0 0.0 0.0 64.0 0.0 0.0 PEAK FLOWS 63 63 0.00 indicates inital condition REVISED EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING St. Thomas Aquinas Church Pon d Routing EV ENT= 25 D.A.# c i c c a 0 .. + ,, ~ .. ... + c ,, + .. c CL + ~ VJ c s ~ ,., c "' a Q. w al 8.3 35.6 els els cfs els ft cfs 4 .17 0 .00 0 .00 0.00 257.9 0.0 12 .50 2.44 4.17 0.86 258.2 0.2 20.83 8 .91 14.94 3.01 258.6 0.5 29.16 20.12 29.74 4.81 259.0 0.7 37.50 39.27 49.28 5.01 259.0 0.9 45.83 66.19 76.76 5.29 259.1 1.2 54.16 100.73 112.02 5.64 259.1 1.4 62.49 142.74 154.89 6.08 259.2 1.6 70.82 192.06 205.23 6 .58 259.3 1.9 79.16 248.55 262.89 7.17 259.4 2.1 87.49 312.07 327.71 7.82 259.5 2.3 95.82 382.46 399.56 8 .55 259.6 2.6 104.15 459.60 478 .28 9.34 259.8 2 .8 112.49 543.34 563.75 10.21 259.9 3.1 120.82 634.24 655.83 10.80 260.0 3 .3 125.02 733.07 755.06 11.00 260.1 3 .5 122.97 835.67 858.08 11 .20 260.1 3.8 118.80 935.83 958.64 11 .41 260.2 4.0 11 4.63 1031.42 1054.63 11 .60 260.3 4.2 110.47 1122.49 1146.06 11 .78 260.3 4.5 106.30 1209.03 1232.95 11 .96 260.4 4.7 102.13 1291 .08 1315.33 12.13 260.4 4.9 97.97 1368.65 1393.21 12.28 260.5 5 .2 93.80 1441 .75 1466.61 12.43 260.5 5.4 89.64 1510.41 1535.55 12.57 260.5 5 .6 85.47 1574.64 1600.04 12.70 260.6 5.9 81 .30 1634.46 1660.11 12.82 260.6 6 .1 77.14 1689.90 1715.77 12.94 260.7 6 .3 72 .97 1740.96 1767.03 13.04 260.7 6 .6 68.80 1787.66 1813.93 13.13 260.7 6 .8 64.64 1830.03 1856.47 13.22 260.7 7.0 60.47 1!l68.07 1894.67 13.30 260.8 7 .3 56.31 1901 .82 1928.55 13.36 260.8 7.5 52.14 1931 .27 1958.12 13.42 260.8 7 .7 47.97 1956.46 1983.4 1 13.48 260.8 8 .0 43.81 1977.40 2004.44 13.52 260.8 8 .2 39.64 1994.10 2021 .2 1 13.55 260.8 8 .3 35.48 2006.59 2033 .75 13.58 260.8 8 .2 31 .31 2014 .88 2042.07 13.59 260.8 8 .1 27.14 2018.98 2046.19 13.60 260.8 7.9 22.98 2018 .92 2046.13 13.60 260.8 7.8 18.81 2014.71 2041 .90 13.59 260.8 7.7 14.64 2006.37 2033.52 13.58 260.8 7 .6 10.48 1993.91 2021 .01 13.55 260.8 7.5 6 .31 1977.35 2004.39 13.52 260.8 7.4 2 .15 1956.71 1983.66 13.48 260.8 7.2 0.03 1932.01 1958.86 13.43 260.8 7.1 0.00 1905.29 1932.04 13.37 260.8 7.0 0.00 1878.66 1905.29 13.32 260.8 6 .9 0 .00 1852.13 1878.66 13.26 260.7 6 .8 0.00 1825.71 1852.13 13.21 260.7 6 .7 0 .00 1799.39 1825.71 13.16 260.7 6 .5 0.00 1773.18 1799.39 13.10 260.7 6.4 0.00 1747.08 1773.18 13.05 260.7 6 .3 0 .00 1721 .09 1747.08 13.00 260.7 6 .2 0.00 1695.19 1721 .09 12.95 260.7 6 .1 0.00 1669.41 1695.19 12.89 260.6 5 .9 0.00 1643.72 1669.41 12.84 260.6 5 .8 0 .00 1618.14 1643.72 12 .79 260.6 5 .7 0.00 1592.67 1618.14 12 .74 260.6 5 .6 0.00 1567.29 1592.67 12.69 260.6 5 .5 0 .00 1542.02 1567.29 12.64 260.6 5.4 0.00 1516.85 1542.02 12 .58 260.5 5 .2 0.00 1491 .79 1516.85 12.53 260.5 5 .1 0 .00 1466.82 1491 .79 12.48 260.5 5 .0 14 260.8 8 D.A. # 0 w VJ _, 0 c( Q. >-0 0 0:: x >-Q. w 36 .9 12 .4 els cfs 0 .00 0.0 1.10 3.0 3.48 6.0 5 .52 8 .9 5 .95 11 .9 6 .46 14.9 7.05 17.9 7.72 20.8 8 .46 23.8 9.28 26.8 10.17 29.8 11 .13 32 .8 12.16 35.7 13.26 36.0 14.08 34.5 14.52 33.0 14.96 31 .5 15.40 30.0 15.82 28.5 16.24 27 .1 16.65 25.6 17 .06 24.1 17.45 22 .6 17.83 21 .1 18.20 19.6 18.57 18.1 18.93 16.6 19.27 15.1 19.61 13.7 19.94 12 .2 20.26 10.7 20.57 9.2 20.88 7.7 21 .17 6 .2 21.46 4.7 21 .73 3.2 21 .85 1.7 21 .75 0.3 21 .65 0.0 21 .54 0.0 21.43 0.0 21 .30 0.0 21 .17 0.0 21.02 0.0 20.87 0.0 20.71 0.0 20.55 0.0 20.37 0.0 20.20 0.0 20.03 0.0 19.86 0.0 19.69 0.0 19.52 0.0 19.35 0.0 19.18 0.0 19.01 0.0 18 .84 0.0 18.67 0.0 18.50 0.0 18.33 0.0 18.16 0.0 18.00 0.0 17.83 0.0 17.66 0 .0 17.49 0.0 22 36 0 z _, - c( >->-!!! 0 )( >-w cfs 0.00 2.98 5.96 8 .93 11 .91 14.89 17.87 20.84 23.82 26.80 29.78 32.75 35.73 35.98 34 .50 33.01 31 .52 30.03 28.54 27.05 25.56 24.07 22.59 21 .10 19.6 1 18.12 16.63 15.14 13.65 12.16 10.68 9.19 7.70 6 .21 4.72 3.23 1.74 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 36 0309-dra.xls Elchibit D-1 REVISED EXHIBIT "0-1" PROPOSED DETENTION PONO ROUTING St. Thomas Aquinas Church D.A.# D.A.# Pond Routing EVENT= 50 D.A. I • c r:: 0 i Q. w c I! z c :!;! 0 OI iii + a ..,~ .. e .., .,. + • ::E c + .. .., c + ~ c ~ .!! Q. ,., 0 0 Ill c ,., :I: 0.. 0 c N N a o..w m Qp 72.4 9.5 Tc 15.3 35.6 inc 1.0 Tim• els els els els els els fl els 0.0 0.0 0.0 4.72 0.00 0.00 0.00 257.9 0.0 1.0 4.7 4.7 14.16 2.76 4.72 0.97 256.2 0.3 2.0 9.4 9.4 23.60 10.11 16.94 3.41 256.7 0.5 3.0 14.2 14.2 33.04 24.01 33.71 4.65 259.0 0.6 4.0 16.9 16.9 42.46 46.66 57.05 5.09 259.1 1.1 5.0 23.6 23.6 51.92 76.53 69.36 5.41 259.1 1.3 6.0 26.3 26.3 61.36 116.60 130.45 5.63 259.2 1.6 7.0 33.0 33.0 70.60 167.50 160.16 6.33 259.3 1.9 6.0 37.6 37.6 60.24 224.46 236.30 6.92 259.4 2.1 9.0 42.5 42.5 69.69 269.53 304.71 7.59 259.5 2.4 10.0 47.2 47.2 99.13 362.53 379.22 6.34 259.6 2.7 11.0 51.9 51.9 106.57 443.31 461.66 9.17 259.7 2.9 12.0 56.6 56.6 116.01 531.70 551.66 10.09 259.9 3.2 13.0 61.4 61.4 127.45 626.15 649.71 10.76 260.0 3.5 14.0 66.1 66.1 136.69 733.60 755.59 11.00 260.1 3.7 15.0 70.6 70.6 141.64 648.03 670.49 11.23 260.2 4.0 16.0 70.6 70.6 139.32 966.74 989.66 11.47 260.2 4.3 17.0 66.5 66.5 134.60 1062.65 1106.06 11.70 260.3 4.5 16.0 66.1 66.1 129.66 1193.39 1217.25 11.93 260.4 4.6 19.0 63.6 63.6 125.16 1296.96 1323.27 12.14 260.4 5.1 20.0 61.4 61.4 120.44 1399.45 1424.14 12.35 260.5 5.3 21.0 59.0 59.0 115.72 1494.61 1519.69 12.54 260.5 5.6 22.0 56.7 56.7 111.00 1565.06 1610.53 12.72 260.6 5.9 23.0 54.3 54.3 106.26 1670.29 1696.06 12.90 260.6 6.1 24.0 52.0 52.0 101.56 1750.45 1776.57 13.06 260.7 6.4 25.0 49.6 49.6 96.64 1625.59 1652.01 13.21 260.7 6.7 26.0 47.2 47.2 92.12 1695.72 1922.43 13.35 260.6 7.0 27.0 44.9 44.9 67.40 1960.67 1967.64 13.46 260.6 7.2 26.0 42.5 42.5 62.66 2021.05 2046.27 13.61 260.6 7.5 29.0 40.2 40.2 77.96 2076.29 2103.73 13.72 260.9 7.6 30.0 37.6 37.6 73.24 2126.61 2154.25 13.62 260.9 6.0 31.0 35.4 35.4 66.52 2172.02 2199.64 13.91 260.9 6.3 32.0 33.1 33.1 63.60 2212.54 2240.53 13.99 261.0 6.6 33.0 30.7 30.7 59.06 2246.20 2276.34 14.07 261.0 6.6 34.0 26.4 26.4 54.35 2279.02 2307.26 14.13 261.0 9.1 35.0 26.0 26.0 49.63 2305.04 2333.37 14.17 261.0 9.4 36.0 23.6 23.6 44.91 2326.29 2354.66 14.19 261.0 9.4 37.0 21.3 21.3 40.19 2342.77 2371.20 14.22 261.0 9.3 36.0 16.9 16.9 35.47 2354.50 2362.97 14.23 261.0 9.2 39.0 16.6 16.6 30.75 2361.49 2369.97 14.24 261.0 9.0 40.0 14.2 14.2 26.03 2363.75 2392.24 14.24 261.0 6.9 41.0 11.6 11.6 21.31 2361.30 2369.79 14.24 261.0 6.6 42.0 9.5 9.5 16.59 2354.15 2362.62 14.23 261.0 6.6 43.0 7.1 7.1 11.67 2342.31 2370.75 14.22 261.0 6.5 44.0 4.6 4.6 7.15 2325.60 2354.19 14.19 261.0 6.4 45.0 2.4 2.4 2.43 2304.62 2332.95 14.16 261.0 6.2 46.0 0.0 0.0 0.04 2276.60 2307.06 14.13 261.0 6.1 47.0 0.0 0.0 0.00 2250.69 2276.63 14.07 261.0 6.0 46.0 0.0 0.0 0.00 2222.66 2250.69 14.02 261.0 7.6 49.0 0.0 0.0 0.00 2194.74 2222.66 13.96 260.9 7.7 50.0 0.0 0.0 0.00 2166.94 2194.74 13.90 260.9 7.6 51.0 0.0 0.0 0.00 2139.24 2166.94 13.65 260.9 7.4 52.0 0.0 0.0 0.00 2111.66 2139.24 13.79 260.9 7.3 53.0 0.0 0.0 0.00 2064.19 2111.66 13.73 260.9 7.2 54.0 0.0 0.0 0.00 2056.63 2064.19 13.66 260.9 7.0 55.0 0.0 0.0 0.00 2029.59 2056.63 13.62 260.9 6.9 56.0 0.0 0.0 0.00 2002.45 2029.59 13.57 260.6 6.6 57.0 0.0 0.0 0.00 1975.42 2002.45 13.51 260.6 6.6 56.0 0.0 0.0 0.00 1946.50 1975.42 13.46 260.6 6.5 59.0 0.0 0.0 0.00 1921.69 1946.50 13.41 260.6 6.4 60.0 0.0 0.0 0.00 1694.99 1921.69 13.35 260.6 6.2 61.0 0.0 0.0 0.00 1666.39 1694.99 13.30 260.6 6.1 62.0 0.0 0.0 0.00 1641.91 1666.39 13.24 260.7 6.0 63.0 0.0 0.0 0.00 1615.53 1641.91 13.19 260.7 5.6 64.0 0.0 0.0 0.00 1769.25 1615.53 13.14 260.7 5.7 PEAK FLOWS 71 71 14 261.0 9 0. 00 indicates in ital condition D.A.# 0 w Ill ..J 0 o(O.. >-0 0 a: )( >-0.. w 41.7 12.4 els cfs 0.00 0.0 1.24 3.4 3.95 6.7 5.65 10.1 6.16 13.5 6.75 16.6 7.43 20.2 6.20 23.6 9.06 27.0 10.00 30.3 11.02 33.7 12.12 37.1 13.29 40.4 14.26 40.7 14.74 39.0 15.24 37.4 15.75 35.7 16.25 34.0 16.74 32.3 17.22 30.6 17.69 26.9 16.15 27.2 16.61 25.6 19.05 23.9 19.46 22.2 19.90 20.5 20.30 16.6 20.70 17.1 21.09 15.5 21.47 13.6 21.64 12.1 22.20 10.4 22.55 6.7 22.69 7.0 23.22 5.3 23.52 3.7 23.64 2.0 23.53 0.3 23.41 0.0 23.29 0.0 23.16 0.0 23.02 0.0 22.66 0.0 22.73 0.0 22.57 0.0 22.41 0.0 22.24 0.0 22.05 0.0 21.66 0.0 21.67 0.0 21.46 0.0 21.29 0.0 21.10 0.0 20.91 0.0 20.72 0.0 20.53 0.0 20.34 0.0 20.16 0.0 19.97 0.0 19.76 0.0 19.59 0.0 19.40 0.0 19.22 0.0 19.03 0.0 16.64 0.0 24 41 0 z ..J-< >->-!!l ox >-w cfs 0.00 3.37 6.74 10.11 13.46 16.65 20.22 23.59 26.96 30.33 33.70 37.07 40.43 40.72 39.04 37.35 35.67 33.96 32.30 30.61 26.93 27.24 25.56 23.67 22.19 20.50 16.62 17.14 15.45 13.77 12.06 10.40 6.71 7.03 5.34 3.66 1.97 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 41 0309-0ra.xls EJ<tiibitD-1 REVISED EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING St. Thomas Aquinas Church D.A. # D.A. I Pond Routing EVENT= 100 D.A. I • c z:; 0 i 0. w E c c z l2 0 ~ iii + ~ .. .,, + .,,~ .. ~ c + .. .,, c c 0. ~ 0 8 + ii5 V) c g~ >-0.. = "' "' a o..w m Qp 81.6 10.8 Tc 15.3 35.6 inc 1.0 Time cfs cfs els cfs cfs cfs ft cfs 0.0 0.0 0.0 5.32 0.00 0.00 0.00 257.9 0.0 1.0 5.3 5.3 15.96 3.14 5.32 1.09 258.2 0.3 2.0 10.6 10.6 26.60 11.41 19.10 3.84 258.8 0.6 3.0 16.0 16.0 37.24 28.22 38.01 4.90 259.0 0.9 4.0 21.3 21.3 47.88 55.12 65.46 5.17 259.1 1.2 5.0 26.6 26.6 58.52 91.89 103.00 5.55 259.1 1.5 6.0 31.9 31.9 69.16 138.35 150.42 6.03 259.2 1.8 7.0 37.2 37.2 79.80 194.30 207.52 6.61 259.3 2.1 8.0 42.6 42.6 90.44 259.54 274.10 7.28 259.4 2.4 9.0 47.9 47.9 101.08 333.89 349.99 8.05 259.6 2.7 10.0 53.2 53.2 111.72 417.17 434.98 8.91 259.7 3.0 11.0 58.5 58.5 122.36 509.18 528.89 9.85 259.9 3.3 12.0 63.8 63.8 133.00 610.05 631.55 10.75 260.0 3.6 13.0 69.2 69.2 143.64 721.11 743.06 10.97 260.1 3.9 14.0 74.5 74.5 154.28 842.33 864.76 11.22 260.1 4.3 15.0 79.8 79.8 159.65 973.64 996.61 11.48 260.2 4.6 16.0 79.8 79.8 157.03 1109.77 1133.29 11.76 260.3 4.9 17.0 77.2 77.2 151.71 1242.74 1266.80 12.03 260.4 5.2 18.0 74.5 74.5 146.39 1369.87 1394.44 12.29 260.5 5.5 19.0 71.9 71.9 141.07 1491.19 1516.26 12.53 260.5 5.8 20.0 69.2 69.2 135.74 1606.72 1632.26 12.77 260.6 6.1 21.0 66.5 66.5 130.42 1716.49 1742.47 12.99 260.7 6.4 22.0 63.9 63.9 125.10 1820.51 1846.91 13.20 260.7 6.7 23.0 61.2 61.2 119.78 1918.82 1945.62 13.40 260.8 7.0 24.0 58.6 58.6 114.46 2011.43 2038.60 13.59 260.8 7.3 25.0 55.9 55.9 109.14 2098.37 2125.89 13.76 260.9 7.6 26.0 53.2 53.2 103.82 2179.65 2207.51 13.93 260.9 7.9 27.0 50.6 50.6 98.50 2255.32 2283.48 14.08 261.0 8.2 28.0 47.9 47.9 93.18 2325.43 2353.82 14.19 261.0 8.5 29.0 45.3 45.3 87.86 2390.06 2418.62 14.28 261.1 8.8 30.0 42.6 42.6 82.54 2449.20 2477.92 14.36 261.1 9.1 31.0 39.9 39.9 77.22 2502.87 2531.74 14.43 261.1 9.4 32.0 37.3 37.3 71.90 2551.10 2580.10 14.50 261.1 9.7 33.0 34.6 34.6 66.58 2593.88 2623.00 14.56 261.2 10.0 34.0 32.0 32.0 61.26 2631.25 2660.47 14.61 261.2 10.3 35.0 29.3 29.3 55.94 2663.21 2692.51 14.65 261.2 10.6 36.0 26.6 26.6 50.62 2689.77 2719.15 14.69 261.2 10.7 37.0 24.0 24.0 45.30 2710.96 2740.40 14.72 261.2 10.6 38.0 21.3 21.3 39.98 2726.79 2756.27 14.74 261.2 10.4 39.0 18.7 18.7 34.66 2737.27 2766.77 14.75 261.2 10.3 40.0 16.0 16.0 29.34 2742.41 2771.93 14.76 261.2 10.1 41.0 13.3 13.3 24.02 2742.23 2771.75 14.76 261.2 10.0 42.0 10.7 10.7 18.70 2736.75 2766.25 14.75 261.2 9.8 43.0 8.0 8.0 13.38 2725.98 2755.45 14.74 261.2 9.7 44.0 5.4 5.4 8.06 2709.93 2739.36 14.72 261.2 9.5 45.0 2.7 2.7 2.74 2688.61 2717.99 14.69 261.2 9.4 46.0 0.0 0.0 0.04 2662.05 2691.35 14.65 261.2 9.2 47.0 0.0 0.0 0.00 2632.87 2662.09 14.61 261.2 9.1 48.0 0.0 0.0 0.00 2603.73 2632.87 14.57 261.2 8.9 49.0 0.0 0.0 0.00 2574.67 2603.73 14.53 261.1 8.8 50.0 0.0 0.0 0.00 2545.68 2574.67 14.49 261.1 8.6 51.0 0.0 0.0 0.00 2516.78 2545.68 14.45 261.1 8.5 52.0 0.0 0.0 0.00 2487.95 2516.78 14.41 261.1 8.3 53.0 0.0 0.0 0.00 2459.20 2487.95 14.37 261.1 8.1 54.0 0.0 0.0 0.00 2430.53 2459.20 14.34 261.1 8.0 55.0 0.0 0.0 0.00 2401.94 2430.53 14.30 261.1 7.8 56.0 0.0 0.0 0.00 2373.42 2401.94 14.26 261.0 7.7 57.0 0.0 0.0 0.00 2344.98 2373.42 14.22 261.0 7.5 58.0 0.0 0.0 0.00 2316.62 2344.98 14.18 261.0 7.4 59.0 0.0 0.0 0.00 2288.33 2316.62 14.14 261.0 7.2 60.0 0.0 0.0 0.00 2260.15 2288.33 14.09 261.0 7.1 61.0 0.0 0.0 0.00 2232.08 2260.15 14.03 261.0 6.9 62.0 0.0 0.0 0.00 2204.13 2232.08 13.98 261.0 6.8 63.0 0.0 0.0 0.00 2176.28 2204.13 13.92 260.9 6.6 64.0 0.0 0.0 0.00 2148.55 2176.28 13.87 260.9 6.5 PEAK FLOWS 80 80 15 261.2 11 0.00 indicates inital condition D.A.# 0 w V) _, 0 <( 0.. ,_ 0 0 0:: x ,_ 0.. w 47.0 12.4 cfs cfs 0.00 0.0 1.40 3.8 4.45 7.6 5.81 11.4 6.39 15.2 7.07 19.0 7.85 22.8 8.73 26.5 9.71 30.3 10.78 34.1 11.94 37.9 13.19 41.7 14.39 45.5 14.92 45.8 15.47 43.9 16.04 42.0 16.62 40.1 17.19 38.2 17.75 36.3 18.30 34.4 18.84 32.6 19.36 30.7 19.88 28.8 20.38 26.9 20.87 25.0 21.35 23.1 21.82 21.2 22.28 19.3 22.69 17.4 23.09 15.5 23.47 13.6 23.85 11.7 24.21 9.8 24.58 7.9 24.93 6.0 25.28 4.1 25.42 2.2 25.29 0.3 25.16 0.0 25.03 0.0 24.88 0.0 24.73 0.0 24.57 0.0 24.40 0.0 24.23 0.0 24.05 0.0 23.86 0.0 23.67 0.0 23.48 0.0 23.29 0.0 23.10 0.0 22.90 0.0 22.71 0.0 22.52 0.0 22.33 0.0 22.14 0.0 21.95 0.0 21.76 0.0 21.57 0.0 21.38 0.0 21.18 0.0 20.97 0.0 20.76 0.0 20.55 0.0 20.34 0.0 25 46 0 _,;!!; <( ,_ ,_ !!.! 0 >< ,_ w cfs 0.00 3.79 7.58 11.38 15.17 18.96 22.75 26.54 30.33 34.13 37.92 41.71 45.50 45.82 43.93 42.03 40.14 38.24 36.35 34.45 32.55 30.66 28.76 26.87 24.97 23.07 21.18 19.28 17.39 15.49 13.59 11.70 9.80 7.91 6.01 4.12 2.22 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 46 0309-<lra.xls EJ<tiibit D-1 fe,,,/ ;/11/L.e.,,, I{ E' si ~L "U.V'I r 1~~-t ,' .\ .... m Prince Irrigation ct;i jt>Y "')-6 o -'/-5'D 'v fl,_,,, /;r;-tv.:<1..., i 'f'.,r ,'llfTr-. .,r.v ~;r1r$..._ oA.I yovY- l)v c. /-~ C' t-· r .e.. <( t.;' { .,. ... ..e f f,,_4j~fQ../ ), /..._,; e-{,1/ I/( --------~------------------- i='.O . ca>. 51 BB • Bry a n , Ts )(a:> 77805 • Ph m1e (9 ?9 ) 774-4726 • Fa x (979 ) 774-0421' r STANDARD AUTOMATIC FIRE ENTERPRISES, INC. Fire Sprinkler Systems Specialists SAFE, inc. Texas License No. SCR-0322 February 16 , 2004 -""'~ ...... 1 9 9 7 To : Carol Conner 1101 Texas Ave. College Station, Texas 77842 From : James Evans Standard Automatic Fire Ent. 500 Graham Rd. College Station, Texas 77845 RE: St. Thomas Aquinas 2541 East Bypass College Station, Texas Dear Carol, Sincerely, Cc: file P.O. Box 10408 •College Station, Texas 77842-04i P.O. Box 570196 •Dallas, Texas 75357-0196 • P.O. Box 840705 •Houston, Texas 77284-0705 • 12000 Crownpoint, Suite #140 •San Antonio, Texas 7, 10300 Casador Del Oso NE • Albuquerque, NM 871 e are now bringing you the T e only thing we noticed was th t this will be acceptable to the il PA® mER ~---~-----------u o-01 \ 02 /12 /04 THll 15:08 FAX 22 " W1 141002 NAMEPlATE INDICATING : MFG : PARK EQUIP. CO . (800} 255-804 1 MODEL : BPPF DATE MANUFACTURED MODEL SIZE L1 W1 H1 5• 7'-lD " 4'-4 " 5'-6" 12,DDD GALVANIZED ST(EL SKID-RESISTANT COVER w/ 24"x32" HINGED MANWAY BPPF6 PLAN VIEW ~~-------AOJVSTABL( TYPE INOICAlOR POST. r, I ', '-----FIRE DEPARTMEN T CONN. (OPTI ONAL) ACCESS SAFETY NET .._,' FOC RISER UL/FM WAFER CHECK VALVE BALL DR IP SEC TI ON A-A Hl PRECAS T CONCRETE VAULT i.-------···-1· ~POST INDICATO R VALVE r--t....-+-U.L. CHECK VA LVE 1.-W/ SA LL DRIP il!>Po r k 2003 ELEVATION Specifications CONCRET E : Cl oss 1 concrete wi th desi gn strength of 4500 PSI at 28 days . Un it is of mon olith ic constru ction al floor end f irst stage o f wa l l with se c t io nal r iser to required dep t h . REI NF ORCEMENT : Grode 60 re inforced . Steel rebor conforming to ASTM A6 15 on required centers or equal. STEEL COVER : 1/4" steel sk id-resistant floor pl ate welded to 3'' angle frame with (2) 3"x2 -3/8" I beam supports . E ng in eering Data The bockflow assembly shall be foctory assemb led In vault & hydros t ot ica lly tested prior to del ivery. Field excavation & preparat ion shal l be comp lete prior lo del ivery. Pipe , valves and fittings of the assemb ly shall be approved by one or mor e of the following assoc iations: ., AWWA (! c1t' b L Co v..r'-\:1 r , , o 1 r~)-4!1'> rw~ PROJECT : ST. THOMAS AQUINAS CUSTOMER STANDARD AUTOMATIC FIRE LOCATION : COLLEGE STATION, TEXAS ENGI NEER : ORDER II : DATE : 800-256-8041 www.p•rl<-USA.com "E x pect the Be st" 4" THRU 10 " DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY w/ PIV & FDC SCALE NONE DWG . NO . REV. DATE 01/02 BPPF -1 A - DEVELOPMENT PERMIT PERMIT NO . 03-75A ~-v COlllGl STATION Project: ST . THOMAS AQUINAS CATHOLIC CHURCH FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lords Acres Lots 1 and 2 DATE OF ISSUE: 11/12/03 OWNER: Bishop John McCarthy c/o St. Thomas Aquinas 2541 Earl Rudder Freeway College Station, Texas 77845 SITE ADDRESS: 2541 Earl Rudder Freeway DRAINAGE BASIN: Main Bee Creek VALID FOR 9 MONTHS CONTRACTOR: TYPE OF DEVELOPMENT: Clearing and Grading Permit SPECIAL CONDITIONS: All construction must be in compliance with the approved construction plans All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section 7.5.E., Landscape/Streetscape Plan Requirements of the City's Unified Development Ordinance, prior to any operations of this permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and required to remain is strictly prohibited . The disposal of any waste material such as, but not limited to , paint, oil, solvents , asphalt, concrete, mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also prohibited . Erosion Control per the approved plans must be in place for duration of the project. The Contractor shall take all necessary 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. If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite, it is the contractors responsibility to implement measures that will meet City, State and Federal requirements. 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. 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 of an area inside 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. atr~ I I -f Z -D~ Date Date DEVELOPMENT PERMIT PERMIT NO . 03-75B ~-v COll l Gl STATION Project: ST . THOMAS AQUINAS CATHOLIC CHURCH FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lords Acres Lots 1 and 2 DATE OF ISSUE: 11/25/03 OWNER: Bishop John McCarthy c/o St. Thomas Aquinas 2541 Earl Rudder Freeway College Station , Texas 77845 SITE ADDRESS: 2541 Earl Rudder Freeway DRAINAGE BASIN: Main Bee Creek VALID FOR 12 MONTHS CONTRACTOR: TYPE OF DEVELOPMENT: Full Development Permit SPECIAL CONDITIONS: All construction must be in compliance with the approved construct ion plans All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section 7.5 .E., Landscape/Streetscape Plan Requirements of the City's Unified Development Ordinance , prior to any operat ions of th is permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and requ ired to rema in is strictly prohibited . The disposal of any waste material such as, but not limited to , paint , oil , solvents , asphalt , concre te , mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also proh ibited . Eros ion Contro l per the approved plans must be in place for duration of the project. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate cons t ruction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Cr iteria . If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite , it is the contractors responsibility to implement measures that will meet City, State and Federal requirements . 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 t hat 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 equ ipment as well as eros ion , siltation or sedimentation resulting from the permitted work . In accordance w ith 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 facil iti es . 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 C ity 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. Date /(-Z-0-Cl3 Date 11 /25 /2003 TUE 14:03 FAX 979 693 2554 McClure Engineering Inc. 777 Development Ser v ~002 /002 ltem No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ST THOMAS AQUINAS CHURCH ENGINEER'S ESTIMATE OF PUBLIC INFRASTRUCTURE September 24, 2003 Description Unit Quantity Estimated Unit Price Water System Coustruction 6" PVC, C900 Water Line, Non-Str. Backfill L.F. 12 15.00 8" PVC, C900 Water Line, Str. Backfill L.F. 563 23.00 8" PVC, C900 Water Line, Non-Str. Back.fill L.F. 1.220 17.00 Fire Hydrant Assembly EACH 3 2,300.00 8" Gate Valve EACH 6 700.00 ·3 .. x 13" Anchor Coupling ·····-... .. --EACH 15 125.00 8"x 8" Cross EACH l 300.00 8"x 8" Tee EACH l 250.00 8"x6" Tee EACH I 200 .00 8"x 45 de~ee "Bend E~9H 15 250.00 s"x 22.5 degree .&id ·-· . -· EACH 3 250 .00 8''x 11.25 degree Bend EACH 4 250 .00 Remove Existing 8" Water Line LF. 82 5.00 Water meter, backflow preventer, vaults Lwnp Sum I 10,000.00 Water §e!: .• 125 ft_ avg . length EACH l 750 .00 .... -·- Trench Safutv (water) L.F. 1.795 I.00 Water Syi."tem Subtotal Sewer System Construction 8" DIP w/ 18" casing, bored L.F. 204 175.00 Standard Manhole, 8-lo ft. deep EACH 1 1,900.00 Connect to existintz manhole EACH 1 500.00 Sewer Syi."tem Subtotal T otal Construction C ost Total 180.00 12,949.00 20,740.00 6,900 .00 4,200.00 _ .... _ 1,875.00 300.00 250.00 200.00 3,750.00 - 750 .00 1,000.00 410.00 10,000.00 750.00 1,795.00 $66,049.00 35,700.00 1,900.00 500.00 $38.100.00 $104,149.00 CONSTRUCTION EcoServices November l 9, 2003 Spenser Thompson Development Services City of College Station P.O. Box 9960 College Station, TX 77842 RE: MS4 Notification under TCEQ TPDES General Permit TXR 150000 St. Thomas Aquinas Catholic Church Mr. Thompson, I'm enclosing a copy of the NOi for the project described above in compliance with the TCEQ regulations. If you have any questions, please don't hesitate to call on me. Bob Adair Construction Eex>Services, UC Voice (281) 537-1145 6719 Theall Road • Su ite C • Houston, TX 77066 Fax (281) 537-1146 Notice of Intent (NOi) for Storm Water Discharges Associated with Construction Activity under the TCEQ Office Use Only TPDES Permit Number: TXR15•: .... ::._•:._•:._•._ NO GIN Number:•:.._·:__•:__•.:.__•=..__•:_•:.._•• ,~ Construction Site Operator l!}New 0No Change Name; Fretz Construction Company Customer Reference Number. CN ________ _ I Mailing Addran: ,.r. .. o""' .... s""'o.,.x .... 2=6'"'6 .... 7 ... 84_._ ____________ City: Houston Coun11y Mailing Information (if outside USA) Terntory Country Code: _______ Postal Code: __ _ PhOne Number: 713-641-6777 Ex1ensron : _______ Fax Number·, ____ _,_7 .... 13._·_..&4...,1.._-4 ........ 67 .... 6..._ ___ _ E-mail Address: e-mait@trettconstruct!on.cgm Type of O~rator: 0 Individual 0 Sole Proprietorship -O.BA 0 Partnership I!} Corporation 0 Federal Go\/emment D State Government 0 County Government D City Government CJ Other: ____________ -=.,._---- lndependent Operator? !if Yes D No Number of Employees; CJ 0·20 0 21-100 {!] 101-250 0 251-500 Cl 5-01 orhig~er feaerat Tax 10; 7'1197260 State Ffancntse Tax 10 Number: 17411970601 DUNS Number. S. Billing Address Name. Fret! Constructton Company Mailing Address: P.O. Box 2£6784 City: Houston Country Code: State.JX_Zip Code: 17207-4i7M CQl.lntry Malling Information (if outside USA) Temtory: Postal Code: __ _ C. Pro.je1:'t J S!te inf'Offll&tlo~ New 0No Change R&gutateo Entity Refe ence Number: RN ________ _ Name: St. Thomas Aquinas Catholic:: Church Mailing Aodreas: P.O. Box 266784 City: Houston State· TX Zip CO<l.e: 71'207-6784 Ph~iGal Mctress: i$41 E.ad Rudder frnway Soytb City: Cof\ege Station Couf1ty. BRAZOS Zip Code; Uff§ Location Access Description. ___________________________________ _ t.abwde:~ • J§.. •A" N Longitude:_!!_: .Jl..' A" W Degrees(•), Minutes('), and Seconds(") Latfu.lde: 30.§162930 Longitude: -96.2911911 Oecuna1 Fonn Slandard lnt!uslllal Classification (SIC} code:~ Also. describe Iha constructlon activity at this site (do n.ot repeat the SIC code): Copstru£tjon of a new chaoe!. edm:;atton and family actMtv eenb!r odias;ent to the eristfng churclt Has a s1orm water polluuon prevention plan been prepared as specified In the gene.rat permit (TXR 150000)7 (IJ Yes 0 No Estimated area of tand distumed (to the nearest acre): 12 Is the project I site located on Indian Country Lands? [J Yes Ill No Oce:s this pro;ect I srte oischarge s1onn '#&ter in o a municipal sepan)te storm &ewer system (MS4)? fl}Yes CJ No If yes, provide ihe neme of the MS4 operator:..:C::.:.lt:.a:..,;JO:.::f..:C:.::o::.:.l.,,fe""g:.=.e..:::So.:ta::.:tl:::o::.:.n:....-_____________________ _ Pl'Oll1i;te. the name or segmanl number of the water body th11l n!IOeives storm water from this project I site: Wolf Prut Creek O. Con~et -lf the TCEQ neecs aelditioMI lntonnalion regarding this sppUc:aoon ..... no &houtd be contacted? Name: Fred Grona TI!te;_~..;...;.;•'-P'-r.e.,.a.;.;id;;;e.,.n.,.t ______________ _ Phone Nt.tmber: ___ .... 71_3-'-64_...1_-& ... 1"'"7_7 ___ Exlenslon: _______ Fax N1.1mber. ____ ...;T...;1..;,3..o-'·-4_14...-..6'ffl ____ _ E-maff Address: !9rona@trmconstructto11.com E. Payment Information· Check I Money Ordm Number: /)lll':llB 'f Neme on Checilt / 11/.oney Order: Fretz Construction F. Cbrtlflc:atton I certify under pemiltyof Jaw thal this document was prepare<fl.inder mydlrec:tlon ar•uP9"'15ion 1n accoroanca wllh a s~em designed to assure~ q"l&lifiad persQnri.el property gai'1er Md evaluate the infonnaboo sutimrued . $asod on my inquiry of the person or peraons wno m· age th~ syiitern. or ~ ~s dtl'9Clly •upon$il;ile for gtlhenng the tnformation, ~ 111ftwma.110<1 submitted la. lo the best of my llnawledi;e and bell'Jf. tllJe, a<:CUl'llte, and ~. I 8tl'l awa~& 11\ere al'l5 S!Ql'\tf/Cllnl oet>Bltles !Qr aubmrtting false tnformaflon.. lndudtng Iha possibility of fine arid imprisonment foF knGWtng vlol$1J011', Conl!.tructlon Sito Op..,..tor Rlai;rresttntatlve: P\'efl)(: Mr. F'nt: Fred Middle: ______________ _ Last· Grona ~ Suffix: Title: Vtee Prestdent Sl9nature: ~~.... Date ./ ;..l:...~r--n_.,.~:..;'P:::.......~c:------ tf ~u nave q\alstmns ~Oltl\-or about the storm wator Pl'Ogr.m, p!easa contac1 US Ii!! (512) 239-4671. lnd.Mdu.;i1s an1 entitled to reqwst am flllliew :lullr PIJl"60na mlo!mabon tilat Iha agency gathers on ru. tofms, They may aiso ha'lil any errora in thittrltlfomla110n cotT9Ctea To re'lieW sue}) lnlotma!IOn, contact us et (5f:t} 239-3282. TCEQ-20022 C02JO:ll The eompleled NOi must be mailed lo the follollllng 21ddtNs. Use the atte..Oecl document to submil. ihe $100 appl!eatioo fee. Please note that !he NO! and a.ppfieatlon fee are submrtted separately 10 different addresses . Texas Commission on Environmental Quality Storm Water & General Permits Team; MC • 228 P.O. Box 13087 Austin, Texas 7871 t-31>87 St. Thomas Aquinas Catholic Church Engineering Review Comment Response The following is a reply to the city of College Station's engineering review of the construction plans for the utility and parking lot improvements of St. Thomas Aquinas Catholic Church dated October 22, 2003. 1. The Site Plan cannot be approved until the Final Plat is filed which cannot be done until the infrastructure (sewer extension) that was required for platting is either constructed or bonded. This information has been passed along to the architect and owner, and they are in the process of addressing this issue. 2. Wet bore not allowed. All proposed bores have been changed to dry bores. 3. Public Utility Easements required for all public infrastructure. Ensure that existing lines have easements. Infrastructure is not accepted until easements are in place. Field notes for the waterline easement have been written and are attached. 4. Indicate that storm sewer is private. A note has been added to sheets 1, 7, and 8 to indicate that the storm sewer will be privately owned and maintained. 5. Sht 5 -Rectify discrepancy between 45° MJ Bend at Sta. 210+02.85 and 22.5° MJ bend in Inset A. The 22.5° MJ Bend in Inset A has been changed to a 45° MJ Bend. 6 . Sht 5 -Show storm sewer in profile. This change has been added to the plans. 7. Sht 5 -Minimum bury of 4 feet. The proposed grade profile line shown is the Top of Curb grade 12' left of the waterline. The actual proposed grade will be more than 4' above the top of the pipe. Engineering Review Response Page 1 St. Thomas Aquinas Catholic Church ·' 8. Sht 6 -Domestic and irrigation meters need to be in PUE. The Easement has been adjusted to accommodate the meters. 9. Sht 6-Add blow off to lowest point in water line. A 2" in-line blow-off has been added to the waterline at Sta. 228+ 35. 63 . 10 . Sht 7 -Show water line in Storm Drain profiles A and C . This change has been added to the plans. 11. Drainage Report -You will need to show that the storm sewer you are discharging into has capacity for you to do so. Most storm sewer systems are designed for the IO-year storm. If this is the case, you will be limited to the 10 year storm. The capacity of the 24" RCP on North Forest Parkway (0. 8% slope) is determined to be 22 cfs. The discharge pipe from the pond was adjusted from 21 " to 18" in order to meet this requirement. The new combined discharge from the St. Thomas Site along with the bypass flow is 20 cfs. Two (2) sets of revised drainage report exhibits and text have been included with this submittal to be added to the original drainage reports. Engineering Review Response Page 2 St. Thomas Aquinas Catholic Church 1 I ·11 l' 11! ~ I j .~11,· 11 I . ~~11 ... • 1 I ~J~ 1' 11 ·1 ~ II . ~ 190. 10' 0 "!> s ~ ..... ,.. ~ I r ~-· -· -""':~ '2-1• £ "tit ii I I N "8:15'2; ·;. -. 11 1 · j I~" 175.11' ~11 .:1~1 a I 11· II I!!. ~11 .i 1~1"1 ;:i~: l! !: l~i i~ .ii I ii I,.? I :rltf1' I . i8 111· 1 I . ''· i: I I i 11 c!.' . II ~~-F~L,11E~ I 1 1 · It I . 11 _il11 I 111 i I . 1 I ., I I 'i 111 . 1 l I I: ! I I I I I I ;-4- . . . lL . ' FIELD NOTES 10' PUBLIC UTIUTY EASEMENT 0.5494 ACRES Page2 of 3 Beins all that certain tract or parcel of land lying and being situated in the MORGAN RECTOR SURVEY, Abstract No. 46 in COllEGE STATION, Brazos County, Texas and being a part of Lot 1, LORD'S ACRE as recorded .in Volume 628, Page 641 of the Official Records of Braz6s County, Texas (O.R.B .C.) and a portion of the 17.56 acre tract described in a deed to The Most Reverend John McCarthy, Bishop of the Roman Catholic Dioceses of Austin, Tex.as from Henry KapehinSlci, et al recorded in Volume 3967, Page 120 and being more particularly described by metes and bounds as follows : · COMMENCING: at a 112-ineh iron rod found marking the east corner of the said 17.56 acre tnact, the south corner of a 50.00 acre Clement A Fojtik, et ux tract descn'bed in Vol. 246, Pages 25 & 657 of the Brazos County Deed Records (B.C.D.R) and being in the northwest right-of-way line of North Forest Parkway (based on a 60' width); THENCE : S 77" 32' 26" W into the interior of said 17 .50 acre tr8':t for a distance of 470.29 feet to the POINT OF BEGINNING; THENCE : continuing through the interior of said 17.56 acre tract and said Lot 1 for the following fifty-five (55) calls : t00 /£00~ 1. S 45· 22' 50" W for a distance of 266 . 71 feet for comer, 2. N 44· 37' 11" W for a distance of320.85 feet for comer, 3. N 89' 37' 14" Wfor a distance of85.31 feet for comer, 4. s oo· 22' 46" w for a distance of 6 .47 feet for comet, S. N 89' 37' 14" W for a distance of 10.00 feet for cor.Det, 6 . N oo· 22' 46" E for a distance of 6.47 feet for comer, 7. N 89' 37' 14" W for a distance of85.80 feet for comer, 8. N 00' 22' SO" E for a distan<:e of243 .33 feet for c<>mer, 9. N 44· 37' 14" W for a distance of 10.82 feet for corner, 10. N oo· 22' 46" E for a distance of30.78 feet for comer, 11. N 45· 03' 15" E for a distance of58.82 feet for comer, 12. N 44· 53' 48" W for a distance of80.65 feet for corner, 13 . N 41' 29' 42" Efor a distance ofl0.02 feet for comer, 14. S 44• 53' 48" E for a di.stance of81.27 feet for comer, 15 . N 45' 03' 15" E for a distance of22.82 feet for comer, 16. S 44' 53' 27" E for a distance of82.59feet for comer, 17. N 43 • 41' 47" E for a distance of 110.61 feet for comer, 18 . S 46' 18' 13" E for a distance of 10.00 feet for comer, 19 . S 43 · 41' 47" W for a distance of 120 .86 feet for comer, 20. N 44 • 53' 27" W for a distance of 82.83 feet for comer, 21. S 45' 03' 15" W for a distance of 12.82 feet for comer, 22 . S 44• 53' 48" E for a distance of 40 . 79 feet for comer, 23 . S 45" 06' 12" W for a distance ofl0.00 feet for comer, 24 .. N 44· 53' 48" W for a distance of 40 . 79 feet for comer, 25 . S 45' 03' 15" W for a distance of54.70 feet for comer, 26 . S 00' 22' 46" W for a distance of22.53 feet for comer, 27 . S 44• 37' 14" E for a distance ofl0.82 feet for comer, 28 . s 00 ' 22' so· w for a distance of 16.94 feet for comer, 29 . S 89 " 3T 10" E for a distance of 12 .08 feet for comer, 30. s oo· 22' so • w for a distance of 10.00 feet for corner, 31. N 89'.37' 10" W for a distance of12.08 feet for comer, 32. S oo· 22' 50" w for a distance of210.54 feet for comer, 33 . S 89' 3T 14" E for a distance of175 .2S feet for corner, 34 . S 44• 37' 11" E for a distance of314.99 feet for comer, 35 . N 45· 22' SO" E for a distance of246. 71 feet for comer, 36. N 44· 37' 14 " W for a distance of 138 .95 feet for comer, 37. N 14" 38 ' 49 " W for a distance of 120.82 feet for comer, 'JUI SUJJaaUJSUH aJilT3Ji tSSZ £69 6l6 XVtl 9t :£1 l1H.L £006/0£/01 Pagel of 3 38. N 44· 37' 14" W for a distance of 182.53 feet for the Point of Curvature of a curve to the left, 39. 140.42 feet along the arc of said curve having a central angle of 41 ·15• 30", a radius of 195.00 feet, a tangent of 73.41 feet and a long chord bearlng N 65.14' 59" W at a distance of 137.40 feet for comer, 40. N 46. 18' 13" W for a distance of 10.00 feet for comer, 41. N 43' 41' 47" E for a distance of 153.59 feet for comer, 42. N 48' 35' 24" W for a distance of 175 .11 feet for comer, 43 . N 41 ' 29' 42" E for a distance of 10.00 feet for comer, 44. S 48' 35' 24" E for a distance of 190.10 feet for comer, 45 . S 41' 24' 36" W for a distance of 10.00 feet for comer, 46 . N 48' 35' 24" W for a distance ofS.00 feet for comer, 47. S 43' 41' 47" W for a distance of 141.22 feet for comer, 48. 139.48 feet in a cloclcwise direction along the arc of a curve having a central angle of 38' 59' OS" , a radius of 205 .00 feet, a tangent of 72.56 feet and a long chord bearing S 64' 06' 47" Eat a distance of 136.81 feet to the Point ofTangency, 49. S 44' 37' 14" E for a distance of33.47 feet for comer, so . N 45 ' 22' 46" E for a distance of8.0l feet for comer, 51. S 44' 37' 14" E for a distance of 10.00 feet for comer, 52. S 45' 22'46" Wforadistanceof8 .01 feetforc:omer, 53 . $44' 37' 14"Eforadistanceof141.74feetforcomer, 54. S 14' 38' 49" £fora distance of 120 .82 feet for comer and 55 . S 44' 37' 14" E for a distance of 146.27 feet to the POINT OF BEGINNING and ·containing 0.5494 acres ofland, more or less . I, Kevin R McClure, .Registet"ed Professional Land Surveyor No. S650 in the State of Texas do certify that this survey substantially complies with the cwrent Texas Society of Professional Surveyors Standards and Specifications for a Category lB, Condition II Survey. tOO/tOO~ · e fcu....... /{)j'Jo/tJ 3 · · / of.m~ ~ 6\SJE~'flSI'\ Kevin R. McClure, R.P.L .$. #S65 .1.~ 1~!l."l ( l<IMNR.~ ) ..... ( (' ~-5650 ~~( ~+Y.f.~r~'b< a.: () S•"""F~ J ~~",!}-,. 'JUI SUJJaaUJSUH aJflT3Ji tSS6 £69 6l6 XVd lt:c1 lllLL £006/0£/0l FOR OFFICE USE ONLY P&Z CASE NO .: 03-~ '/d- DATE SUBMITTED : /0-?-/J3 "4U F"ro-t£X TO :r. QE:Evfi. 10/tJ/03 . ::>ITE PLAN APPLICATION MINllVIUM SUBMITTAL REQUIREMENTS ~ Site p!an applicat ion completed i n full. ~ $200.00 Application Fee . ____!:__ $200 .00 Development Permit Application Fee . ~ $600.00 Public Infrastructure Inspection Fee if applicable . (This fee is payable if construct ion of a public waterline , sewerline , sidewalk, street or drainage facilities is involved .) _L Ten (10) folded cop ies of site plan and landscape plan . One (1) copy of building elevation required for buildings with a footprint of 20,000 sq . ft. or greater _LA list of building materials for all facades that are visible from the public right-of-way . _,,_A copy of the attached site plan checklist with all items checked off or a brief explanat ion as to why they are not checked off. rl/4 Parkland Dedication requirement approved by the Parks & Recreation Board , please provide proof of approval (if applicable). Date of Preapplication Conference: ______________________ _ NAME OF PROJECT Sl/M" T~ dfil/J:>/15 Clf11ft)LR Cl/tJPO/ : N&./ C.1//fP&J £(),;~ ADDRESS 25Lf I EM[ 13'1-PJHS, l0UQ£' 1r/fmJtJ 1TX, 1-=f@6 ~~~ LEGAL DESCR IPTION---------------------------- APPLICANT/PROJECT MANAGER 'S INFORMATION (Primary Contact for the Project): Name C: Hvl)( PH.Dlfttf'( [ 13'4)..0LM, l1MJ!\I:11£1:: CHtfP!) Street Address ~51-11 ~ g'( .. P~~ City lOU.E'lzt 1TlfTXb./ State ravt'> Zip Code 1-I Bl.f 5 E-Mail Address ___________ _ Phone Number 919 -45't, "lD 1-'l'j Fax Number ___________ _ PROPERTY OWNER 'S INFORMATION : Name RtJMtfW ~tffl!OIJL (J]f)t.aF OF "'1mN J B13 tf1)P fJ?EUfJ 'f ~ ~ 'h.Sf~ Street Address I '60() /ti. ~tr>J 6~£3S City _ __,4...,_,v ....... 17Ibf'--'="c.x...._----- state ' t£~'A5 Z ip Code -Y.07 II E-Mail Address ------------ Phone Number ~'1.-J..f=/-fo-4B8g Fax Number _____ - _______ _ ARCHITECT OR ENGINEER 'S INFORMATION : Name TAZJsOT 1-oO!td; N~tf['gzJ3 1 rYJR. 91v'L LOO f/VLr Street Address 32To ~VL flt>~S City /frJcdrm/ State 1)( Z ip Code ':f''fOQB E-Mail Address T/k-f\EJTJ.o0f/DL~(£ S&. E,l()/JAL./\/£1 Phone Number rtJ-5'2 / -05q I Fax Number --1.f-.L-'13.._-___,,6''-=2'-l_ .. ___.xOfR..>l<..L.._,'1 ___ _ 6/13/03 I o f 6 ' OTHER .CONTACTS (Please specify type of contact , i.e. project manager._potential buyer, local contact , etc .) Name __ ____;_fri-"-c_t.--"L'--"UIJ=('.__-"-EM--'---"foir/.c:z:K...;'-"''l!'EflrM,=~~----..,Jr--_...;.._t!)-'-'~-'-.'---~-~-..__f(l,__c_~_l._LA_'/J-'-~---- Street Address /000 \VOIJQ lt?E'El<:. OIJ.tve-11'4$" lo 3 City __ CO._'LL'---Eb_£_.....,1n'-L..rtfD>..(L...:.=::.,.._,,__ State TX Zip Code ?r:l=U'f 5 E-Mail Address ------------- Phone Number -~9 ___ 1CJ~-~(,~9_3_-_3=--f3 __ s_/3.__ Fax Number ____________ _ CURRENT ZONING __ ___.,4o.....+-=0'---.,..../__._R_I....__--:--____________ _ PRESENTUSEOFPROPERTY ___ c~~~~'~HL--~~'---~u~R~A-'-'1:1).(;~~~LtfNP~~~ftB~_t~l/fTl..£'..,_,__-=---~ PROPOSED USE OF PROPERTY f:!Pl'trl(Jt'O t~tlj tnf: /Vn/ 1::-rlllClfTrl>if Eb£I2-L 11E3 I C H/f(JEJ_ J bNYJ P~R H t1CTIVJJ11 t.£).,/[f'{( VARIANCE(S) REQUESTED AND REASON(S) --------------------- #OF PARKING SPACES REQUIRED 200 l '302 iJ~F" r.uo] #OF PARKING SPACES PROVIDED 3ff 7:1= ~ ~~~~~~~~~~~~~~~~~~~~~~~~~--.r~~ PARKLAND DEDICATION /ffl~,,-S MULTI-FAMILY RESIDENTIAL Total Acreage ____ _ # of Multi-Family Dwelling Units Floodplain Acreage __ _ ---x $452 = $ ------- Housing Units ____ _ ___ # of acres in floodplain # of 1 Bedroom Units # of acres in detention ----- # of 2 Bedroom Units --___ # of acres in greenways # of 3 Bedroom Units ---___ date dedication approved by Parks Board ___ # of 4 Bedroom Units COMMERCIAL FOR 2 BEDROOM UNITS ONLY Total Acreage ______ _ ___ #Bedrooms = 132 sq . ft. Building Square Feet ____ _ __ # Bedrooms < 132 sq . ft. Floodplain Acreage _____ _ NOTE: Parkland Dedication fee is due prior to the issuance of a Building Permit. The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. Signature of Owner, Agent or Applicant Date 6/13/03 2 of 6 SUPPLEMENTAL DEVELOPMENT PERMIT IN.FORMATION Application is hereby made for the following development specific site/waterway alterations : ACKNOWLEDGMENTS: I, ----------------· 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 these documents and the requirements of Chapter 13 of the College Station City Code . Property Owner( s) 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 of floodway 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 Cond itions 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. 6/13/03 3 of6 1. 2 . 4. 5 . 6 . 6/13/03 SUBMIT APPLICATION AND THIS LIST CHECKED OFF WITH 10 fOLDED COPIES OF SITE PLAN FOR REVIEW SITE PLAN MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: Sheet size -24" x 36 " (minimum). A key map (not necessarily to scale). Title block to include: Name, address, location , and legal description Name, address , and telephone number of applicant Name, address, and telephone number of developer/owner (if differs from applicant) Name, address, and telephone number of architect/engineer (if differs from applicant) Date of submittal Total site area North arrow. Scale should be largest standard engineering scale possible on sheet. Ownership and current zoning of parcel and all abutting parcels . Existing locations of the following on or adjacent to the subject site : Streets and sidewalks (R.O.W.). Driveways (opposite and adjacent per Section 7 .3 of the Unified Development Ord inance). Buildings. Water courses . Show all easements clearly designating as existing and type (utility, access, etc.). 100 yr. floodplain and floodway (if applicable) on or adjacent to the proposed project site , note if there is none on the site. Utilities (noting size and designate as existing) within or adjacent to the proposed site , including building transformer locations, above ground and underground service connections to bu ildings , and drainage inlets. Meter locations . Topography (2' max or spot elevations) and other pertinent drainage i nformation . (If plan has too much information , show drainage on separate sheet.) Proposed location, type and dimensions of the following .: Phasing . Each phase must be able to stand alone to meet ordinance requirements . The gross square footage of all buildings and structures and the proposed use of each . If d ifferent uses are to be located in a single building, show the location and s ize of the uses within the building . Building separation is a minimum of 15 feet w/o additional fire protection . Setbacks . Show building setbacks as outlined in the Unified Development Ordinance, Article 5 . Off-Street parking areas with parking spaces drawn, tabulated, and dimensioned . Minimum parking space is 9 ' x 20', or on a perimeter row 9' x 18' with a 2' overhang . Designate number of parking spaces required by ordinance and provided by proposal. Handicap parking spaces . 4 of 6 ~ e:f Er rllft 0 rl(A-0 Ji!' NOTE: ~ 9 . ~ 10 . 6/13/03 Parking Islands. Raised landscape islands, (6" raised curb) a minimum of 180 sq . ft . are required at both ends of every parking row (greenspace area contiguous to the end island maybe applied toward the required 180 sq . ft.). Additionally , 180 sq. ft . of landscaping for every 15 interior parking spaces must be provided. All required islands must be landscaped or set with decorative pavers, or stamped dyed concrete or other decorative materials as approved . Drives. Minimum drive aisle width . Curb cuts . For each proposed curb cut (including driveways, streets, alleys, etc.) locate existing curb cuts on the same opposite side of the street to determine separation distances between existing and proposed curb cuts. Indicate driveway throat length as measured in the Unified Development Ordinance , Section 7.3 Access Management and Circulation . Security gates (show swing path and design specs with colors). Sidewalks (both public and private). Sidewalks are required at time of development if property has frontage on a street shown on the Sidewalk Master Plan or if the review staff determines the necessity. Medians . Show any and all traffic medians to be constructed on site . A fifteen foot parking setback from R.O.W. to curb of parking lot is required . Pavement may encroach into this 15' setback by up to 7 contiguous parking spaces . A double parking island (360 square feet) must be provided between each group of seven spaces . In no case may the pavement be less than 6' from the property line . Common open spaces sites Loading docks Detention ponds Guardrails Retaining walls Sites for solid waste containers with screening. Locations of dumpsters are accessible but not v isible from streets or residential areas . Gates are discouraged and visual screening is required . (Minimum 12 x 12 pad required.) · Show all easements clearly designating as proposed and type (utility, access, etc .). If dedicated by separate instrument list by volume and page . Utilities (noting size and designate as proposed) within or adjacent to the proposed site, including building transformer locations, above ground and underground service connections to buildings . Meter locations (must be located in public R.O .W . or public utility easement.). Proposed grading (1 ' max for proposed or spot elevations) and other pertinent drainage information. (If plan has too much information, show drainage on separate sheet.) Show proposed and existing fire hydrants. Fire hydrants must be located on the same side of a major street as a project, and shall be in a location approved by the City Engineer. Any structure in any zoning district other than R-1, R-1A, or R-2 must be within 300 feet of a fire hydrant as measured along a public street, highway or designated fire lane . Show fire department connections. FDC's should be within 150' of the fire hydrant. In no case shall they be any further than 300' apart, and they shall be accessible from the parking lot without being blocked by parked cars or a structure . Show fire lanes . Fire lanes a minimum of 20 feet in width with a minimum height clearance of 14 feet must be established if any portion of the proposed structure is more than 150 feet from the curb line or pavement edge of a public street or highway . Fire hydrants must be operable and accepted by the City, and drives must have an all weather surface as defined in the Zoning Ordinance Section 9 before a building permit can be issued . Will building be sprinkled? Yes ..lK' No O If the decision to sprinkle is made after the site plan has been approved, then the plan must be resubmitted . Wheelstops may be required when cars overhang onto property not owned by the applicant or where there may be conflict with handicap accessible routes or above ground utilities, signs or other conflicts . 5 of 6 ·~ 11 . @ % 12. Id 13 . 14 . 15. er· 16. I/ff D 17 . ,V//.fa 18. pf 19. QI 20 . NOTE: 6/13/03 Show curb and pavement detail. A 6 " ra ised curb is required around all edges of all parts of all paved areas without exception . (To include island, planting areas , access ways , dumpster locations , utility pads , etc.) No exception will be made for areas designated as "reserved for future parking". Landscape plans as required in Section 7 .5 of the Unified Development Ordinance. The landscaping plan can be shown on a separate sheet if too much information is on the original s it e plan . If requesting protected tree points, then those trees need to be shown appropriately barricaded on the landscape plan . Attempt to reduce or eliminate plantings in easements . Include information on the plans such as : required point calculations additional streetscape points required . Streetscape compliance is required on all streets . calculations for# of street trees required and proposed (proposed street tree points will accrue toward total landscaping points .) proposed new plantings with points earned proposed locations of new plantings £KM-!3A7-ll!'rC screening of parking lots , 50 % of all shrubs used for screening shall be evergreen . -n'1:7I3 lfPIJ.Ji!1'/81.l screening of dumpsters, concrete retain ing walls , off street loading areas , utility connection po ints, or other areas potentially visually offensive . existing landscaping to rema in show existing trees to be barricaded and barricade plan . Protected po ints will only be awarded if barricades are up before the first development permit is issued . , Buffer as required in Section 7 .6 of the Unified Development Ordinance. ~r li'CQ(J Pt-£ TV lfOJ"n&.tr r; PPIMJ'l'll.TY -PU'111£ lftJl.6£ .tt:: 411/b.""P i.,q£. /' Show irrigation system plan . (or provjde note on haw jrrjgation system requirement will be met prior to issuance of C.O.) All plans must include irrigation systems for landscaping . Irrigation meters are separate from the regular water systems for buildings and will be sized by city according to irrigation demand submitted by applicant and must include backflow prevention protection . Is there any landscaping in TxDOT R.O .W .? If yes, then TxDOT permit must be submitted . Will there be any utilities in TxDOT R.O.W.? If yes, then TxDOT permit must be submitted . Yes D Yes D No~ No~- Will there be access from a TxDOT R.O.W.? Yes D No ~ If yes, then TxDOT permit must be submitted. ~ &:i:J~, 8./T !:!£ /VEW l'fua~ T'rf'Jt// The total number of multi-family buildings and units to be constructed on the proposed project s ite . The dens ity of dwelling units per acre of the proposed project. Provide a water and sanitary sewer legend to include water demands (minimum , maximum and average demands in gallons per minute) and sewer loadings (maximum demands in gallons per day). Are there impact fees associated with this development? Yes D S igns are to be permitted separately . 6 of6 a 18" HDPE pipe. The pond discharges into an existing inlet located on North Forest Parkway. An existing retention pond is located on the property between the sanctuary and the rectory. This pond is used for a storm drain outlet, but it is not included in the overall detention calculations. The hydrograph calculations for this pond are included in this report to show discharge rates and water elevations during the design storms. Each pond was modeled for the 5, 10, 25, 50, and 100 year storm events. The hydrologic analysis of the drainage system is shown in Exhibits D-1 and D-2. Exhibit D-1 shows the hydraulic routing for the detention pond. Exhibit D-2 shows hydraulic routing for the existing pond. A summary of the combined drainage effects is shown below: Detention Detention Bypass Total Existing Event Pond Pond Flowrate Proposed Condition Flowrate Elevation Flowrate Flowrate 5 year 12 cfs 260.5 ' 6 cfs 19 cfs 28 cfs 10 year 13 cfs 260.7' 7 cfs 20 cfs 31 cfs 25 year 14 cfs 260.8' 8 cfs 22 cfs 36 cfs 50 year 14 cfs 261.0' 9 cfs 24 cfs 41 cfs 100 year 15 cfs 261.2' 11 cfs 25 cfs 46 cfs Top of berm= 262 ft. TABLE 1 CONCLUSION The post-development flowrate is reduced to a level less than the pre-development flowrate for the 5, 10 , 25, 50, and 100-year events. The 100-year event is contained in the ponds and released through the pond outlet devices. The drainage design for this site meets the requirements as stated in DRAINAGE, WATER AND SEWER REPORT St. Thomas Aquinas Catholic Church Pg. 3 D.A .I D.A . I • .c 0 Q. w e z ~ iii "O :i: "O c ~ 0 0 Q. () QD 49.6 Tc 16.3 inc 1.0 Tim e cfs els 0.0 0.0 0.0 1.0 3.2 3.2 2.0 6.4 6.4 3.0 9.7 9.7 4 .0 12.9 12.9 5.0 16.1 16 .1 6 .0 19.3 19.3 7.0 22.6 22.6 6.0 25.6 25.6 9.0 29.0 29.0 10.0 32 .2 32 .2 11.0 35.5 35.5 12 .0 38.7 38.7 13.0 41 .9 41 .9 14 .0 45.1 45.1 15.0 48.4 48.4 16 .0 48.4 48.4 17 .0 46.6 46.8 18.0 45.2 45.2 19.0 43.6 43.6 20.0 41 .9 41 .9 21 .0 40.3 40.3 22.0 38.7 38.7 23.0 37 .1 37 .1 24.0 35.5 35.5 25.0 33.9 33.9 26.0 32 .3 32 .3 27 .0 30.7 30.7 28.0 29.0 29.0 29 .0 27.4 27.4 30.0 25 .8 25.8 31 .0 24.2 24.2 32.0 22 .6 22.6 33.0 21 .0 2 1.0 34.0 19.4 19.4 35.0 17.8 17 .8 36.0 16.1 16.1 37.0 14.5 14 .5 38.0 12.9 12.9 39 .0 11 .3 1 1.3 40.0 9.7 9.7 41 .0 8.1 8.1 42.0 6.5 6.5 43.0 4 .9 4.9 44.0 3.2 3.2 45.0 1.6 1.6 46.0 0.0 0.0 47.0 0.0 0.0 48.0 0.0 0.0 49.0 0.0 0 .0 50.0 0.0 0.0 51 .0 0.0 0.0 52.0 0.0 0.0 53.0 0 .0 0.0 54.0 0 .0 0.0 55.0 0.0 0.0 56.0 0 .0 0.0 57 .0 0 .0 0.0 58.0 0 .0 0.0 59.0 0.0 0.0 60.0 0.0 0.0 6 1.0 0.0 0.0 62.0 0.0 0.0 63.0 0.0 0.0 64.0 0 .0 0.0 PE AK FLOWS 48 48 0.00 indicates inital condition REVIS ED EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING St. Thomas Aqui na s Church Pond Ro uting EV E NT= 6 D.A . I c a t. c c ~ 0 + t "O ~ .. + .. c + .. + c ~.!! Q. iii VI c >-c N N a Q. w m 6.3 35 .6 els els els els ft els 3.22 0.00 0.00 0.00 257 .9 0.0 9.67 1.68 3.22 0.67 258 .1 0.2 16.12 6.68 11 .55 2.34 258 .5 0.4 22.57 13.75 23.00 4.62 259.0 0.5 29.02 26.57 36.32 4.68 259.0 0.7 35.47 45.44 55.59 5.07 259.1 0.9 4 1.92 70.26 60 .91 5.33 259.1 1.1 48.37 100.69 11 2.17 5.64 259.2 1.2 54 .62 137.22 149.25 6 .02 259.2 1.4 6 1.27 179.13 192.03 6 .45 259.3 1.6 67.71 226.52 240.40 6.94 259.4 1.6 74.16 279.26 294 .23 7.48 259.5 2.0 60.61 337 .27 353.43 6.08 259.6 2.1 87.06 400.41 417 .68 8.73 259 .7 2.3 93.51 468.60 487.48 9.44 259.8 2.5 96.76 541 .74 562 .12 10.19 259 .9 2.7 95 .17 616.98 638.50 10.76 260.0 2.9 91 .95 690.33 712.15 10.91 260.1 3.0 68 .72 760.18 782.28 1 1.05 260.1 3.2 85.50 826.53 848.90 11 .18 260.1 3.4 82.27 689.40 91 2.03 1 1.31 260.2 3.6 79.05 948.81 971 .68 1 1.43 260.2 3.7 75.83 1004.77 1027.86 1 1.55 260.2 3.9 72 .60 1057.29 1080.59 1 1.65 260.3 4 .1 69.38 1106.38 11 29.69 11 .75 260.3 4 .3 66.15 1152 .07 1175.76 11.84 260.3 4 .5 62.93 1 194.36 12 18.22 11 .93 260.4 4.6 59.70 1233.27 1257.29 12.01 260.4 4 .8 56.48 1268.81 1292 .97 12 .08 260.4 5.0 53.25 1300.99 1325.29 12 .15 260.4 5.2 50 .03 1329.83 1354.25 12 .21 260.4 5.3 46.60 1355.35 1379.86 12 .26 260 .5 5.5 43 .58 1377.55 1402.15 12 .30 260.5 5.7 40.36 1396.45 1421.13 12 .34 260.5 5.9 37 .13 1412.06 1436.60 12.37 260.5 6.1 33.91 1424.40 1449.19 12.40 260.5 6 .2 30.68 1433.47 1458.30 12.42 260.5 6.3 27 .46 1439.30 1464.15 12.43 260.5 6 .2 24 .23 1441 .89 1466.76 12.43 260.5 6.1 2 1.01 1441 .26 1466.12 12.43 260.5 6.0 17 .78 1437.42 1462.27 12.42 260.5 5.9 14.56 1430.39 1455.21 12.41 260.5 5.9 11.33 1420 .17 1444.95 12 .39 260.5 5.8 8.11 1406.78 1431 .51 12.36 260.5 5.7 4.89 1390.24 1414.89 12 .33 260.5 5.6 1.66 1370.55 1395.12 12 .29 260.5 5.5 0.02 1347.72 1372.21 12.24 260.4 5.4 0.00 1323.36 1347 .75 12 .19 260.4 5.3 0.00 1299.08 1323.36 12.14 260.4 5.2 0.00 1274.89 1299.08 12.09 260.4 5.1 0.00 1250.60 1274.89 12 .05 260.4 5.1 0.00 1226.81 1250.60 12 .00 260.4 5.0 0.00 1202.91 1226.81 11 .95 260.4 4.9 0.00 1179.11 1202.91 11 .90 260.3 4 .8 0.00 1155.41 1179.11 11 .85 260.3 4.7 0.00 1131 .60 1155.41 11 .60 260.3 4.6 0.00 1108 .29 1 131 .60 11 .76 260.3 4.5 0.00 1084 .87 1108.29 11 .71 260.3 4.4 0.00 1061 .55 1084 .87 11 .66 260.3 4.3 0.00 1038.32 1061 .55 11 .61 260.3 4 .2 0 .00 101 5.18 1038.32 11.57 260 .3 4 .2 0.00 992 .14 1015.18 11.52 260.2 4 .1 0 .00 969.19 992.14 11 .47 260.2 4 .0 0.00 946.34 969.19 11.43 260 .2 3.9 0.00 923.58 946.34 11 .38 260.2 3.8 12 260.5 6 D.A . I 0 w VI _.o ..: Q. >-0 8 g: )( w 28.7 12 .4 els cfs 0.00 0.0 0.65 2.3 2.69 4.6 5.16 6.9 5.59 9.3 5.96 11.6 6.40 13.9 6 .69 16 .2 7.44 16.5 8.06 20.8 8.72 23.1 9.44 25.5 10.22 27.8 11 .05 28.0 11 .93 26.8 12.86 25.7 13.61 24.5 13.94 23.3 14 .26 22.2 14.57 2 1.0 14.68 19.9 15.18 18.7 15.47 17 .6 15.75 16.4 16.03 15.2 16.30 14 .1 16.56 12.9 16.82 11 .8 17.07 10.6 17.32 9.5 17.55 8 .3 17.78 7.1 18.01 6.0 18.22 4 .8 16.43 3.7 16.63 2.5 16.71 1.4 18.64 0.2 18.55 0.0 18.46 0.0 16.36 0 .0 18.26 0 .0 18.15 0 .0 18.04 0.0 17.91 0.0 17 .78 0.0 17 .65 0.0 17.51 0.0 17.37 0.0 17 .23 0 .0 17.10 0.0 16.96 0 .0 16.82 0 .0 16.68 0.0 16.55 0.0 16.41 0.0 16 .27 0.0 16.14 0.0 16 .00 0.0 15.86 0.0 15.73 0 .0 15.59 0 .0 15.46 0.0 15.32 0.0 15.16 0.0 19 28 Cl z ..J -..: .... .... ~ 0 >< >-W cfs 0.00 2.31 4.63 6 .94 9 .26 11.57 13.68 16 .20 18.5 1 20.63 23.14 25.45 27.77 27 .97 26.81 25.65 24.49 23.34 22.16 21 .02 19.87 18.71 17.55 16 .40 15.24 14 .08 12.92 11 .77 10.61 9.45 8.30 7 .14 5.98 4.83 3.67 2.51 1.35 0 .20 0 .00 0 .00 0 .00 0 .00 0.00 0.00 0.00 0.00 0.00 0 .00 0 .00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0 .00 0.00 0 .00 0 .00 0.00 0.00 0 .00 0 .00 0 .00 I 28 0 309-0ra .xis E>h ibit D-1 REVISED EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING St. Thomas Aquinas Church D.A.t D.A. I Pond Routing EVENT= 10 D.A. I -c ~ 0 a Q. w t. c I! z c :!2 0 e iii + a .. ~~ .. ~ ::E c t; + + "' ~ c c Q. >-0 0 + ()i If) c '3~ ir J: ll. 0 .E N N a ll. w Qp 66 .8 7.3 Tc 16.3 35.6 inc 1.0 Time cfs cfs cfs cfs cfs cfs ft cfs 0.0 0.0 0.0 3.64 0 .00 0.00 0.00 257 .9 0.0 1.0 3.6 3 .6 10.92 2 .13 3.64 0 .76 258.2 0.2 2.0 7.3 7 .3 18.20 7.78 13.05 2 .64 258.6 0.4 3.0 10.9 10.9 25.48 16.43 25.97 4 .77 259.0 0.6 4 .0 14.6 14.6 32.76 32.03 41 .90 4 .93 259.0 0.8 5.0 18.2 18.2 40 .03 54 .46 64 .79 5.17 259.1 1.0 6 .0 21 .8 21 .8 47.31 83.56 94.49 5.47 259.1 1.2 7.0 25.5 25.5 54.59 119.21 130.87 5.83 259.2 1.4 8.0 29.1 29.1 61 .87 161 .27 173.80 6 .27 259.3 1.6 9.0 32.8 32.8 69.15 209.61 223.14 6.77 259.3 1.8 10.0 36.4 36.4 76 .43 264.10 278.76 7.33 259.4 2.0 11 .0 40.0 40.0 83.71 324.63 340.53 7.95 259.5 2 .2 12.0 43.7 43.7 90.99 391 .07 408.34 8.64 259.7 2.4 13.0 47.3 47 .3 98.27 463.29 482.05 9.38 259.8 2 .7 14.0 51 .0 51 .0 105.55 541 .19 561.56 10.18 259.9 2 .9 15.0 54.6 54.6 109.21 625.18 646.74 10.78 260.0 3.1 16.0 54 .6 54 .6 107 .42 712 .49 734.39 10.95 260.1 3.3 17.0 52 .8 52.8 103.78 797 .65 819.91 11 .13 260.1 3.5 18.0 51 .0 51 .0 100.14 878 .85 901 .43 11 .29 260.2 3.7 19.0 49.2 49.2 96.50 956.10 978 .99 11.45 260.2 3.9 20.0 47 .3 47.3 92.86 1029.41 1052.60 11 .60 260.3 4 .1 21 .0 45.5 45.5 89.22 1098.80 1122.27 11 .74 260.3 4 .3 22 .0 43.7 43.7 85.58 1164.28 1188.02 11 .87 260.3 4.5 23.0 41 .9 41 .9 81 .94 1225.87 1249.86 11 .99 260.4 4.7 24 .0 40.1 40.1 78 .30 1283.59 1307.82 12.11 260.4 4 .9 25.0 38.2 38.2 74.66 1337.46 1361 .90 12 .22 260.4 5.1 26.0 36.4 36.4 71 .03 1387.48 1412.12 12.32 260.5 5.3 27.0 34.6 34.6 67.39 1433.67 1458.50 12.42 260.5 5.5 28.0 32.8 32.8 63.75 1476.05 1501 .06 12.50 260.5 5.7 29.0 31 .0 31 .0 60.11 1514.64 1539.80 12.58 260.5 5.9 30.0 29.1 29.1 56.47 1549.45 1574.75 12 .65 260.6 6.1 31 .0 27.3 27.3 52.83 1580.49 1605.91 12.71 260.6 6.3 32 .0 25.5 25.5 49.19 1607.78 1633.31 12 .77 260.6 6.5 33.0 23.7 23.7 45.55 1631 .33 1656.96 12 .82 260.6 6.7 34.0 21 .9 21 .9 41 .91 1651 .17 1676.88 12 .86 260.6 6.9 35.0 20.0 20.0 38.27 1667.30 1693.08 12 .89 260.6 7.1 36.0 18.2 18.2 34 .63 1679.74 1705.57 12 .91 260.6 7.2 37 .0 16.4 16.4 30.99 1688.50 1714.37 12.93 260.6 7.1 38.0 14.6 14 .6 27.35 1693.61 1719.49 12 .94 260.7 7.0 39.0 12.8 12 .8 23.71 1695.07 1720.96 12.95 260.7 6.9 40.0 10.9 10.9 20.07 1692.90 1718.78 12.94 260.7 6 .8 41 .0 9.1 9.1 16.43 1687.11 1712.97 12 .93 260.6 6 .7 42 .0 7.3 7.3 12.79 1677.72 1703.54 12.91 260.6 6 .6 43.0 5.5 5.5 9.15 1664.75 1690.52 12 .88 260.6 6 .5 44 .0 3.7 3.7 5.51 1648.20 1673.90 12.85 260 .6 6.4 45.0 1.8 1.8 1.87 1628.09 1653.71 12.81 260.6 6 .3 46.0 0.0 0.0 0.03 1604.44 1629.97 12.76 260.6 6 .2 47 .0 0.0 0.0 0.00 1579.05 1604.47 12.71 260.6 6.1 48.0 0.0 0.0 0.00 1553.73 1579.05 12.66 260.6 6 .0 49.0 0.0 0.0 0.00 1528.52 1553.73 12.61 260.6 5.9 50.0 0.0 0.0 0.00 1503.40 1528.52 12.56 260.5 5.8 51 .0 0.0 0.0 0.00 1478.39 1503.40 12.51 260.5 5.7 52.0 0.0 0.0 0 .00 1453.48 1478.39 12.46 260.5 5.6 53.0 0.0 0.0 0.00 1428.66 1453.48 12.41 260.5 5.5 54.0 0 .0 0 .0 0 .00 1403.95 1428.66 12.36 260.5 5.4 55.0 0.0 0 .0 0 .00 1379.34 1403.95 12.31 260.5 5.3 56.0 0.0 0.0 0 .00 1354.83 1379.34 12.26 260.5 5.2 57.0 0.0 0 .0 0.00 1330.42 1354.83 12.21 260.4 5.1 58.0 0.0 0.0 0.00 1306.10 1330.42 12.16 260.4 5 .0 59.0 0.0 0 .0 0.00 1281 .89 1306.10 12.11 260.4 4 .9 60.0 0.0 0 .0 0.00 1257.77 1281 .89 12.06 260.4 4 .8 61 .0 0.0 0 .0 0.00 1233.75 1257.77 12 .01 260.4 4 .7 62 .0 0.0 0 .0 0.00 1209.82 1233.75 11 .96 260.4 4 .6 63.0 0.0 0.0 0.00 1186.00 1209.82 11 .91 260.4 4 .5 64.0 0.0 0.0 0.00 1162.26 1186.00 11 .87 260.3 4.4 PEAK FL OWS 65 55 13 260 .7 7 0 .00 indicates in~al condition D.A. # 0 w If) ..J 0 <( ll. ... o 0111'. )( >-ll. w 32 .3 12.4 cfs els 0.00 0.0 0.96 2.6 3.04 5.2 5.39 7.8 5.75 10.4 6 .19 13.0 6.69 15.6 7.26 18.2 7.90 20.8 8.60 23.4 9.37 26.0 10.19 28.6 11 .08 31 .3 12 .03 31 .5 13.04 30.2 13.84 28.9 14.22 27 .6 14.59 26.3 14.96 25.0 15.32 23.7 15.67 22.4 16.02 21 .1 16.36 19.8 16.68 18.5 17.01 17.1 17.32 15.8 17.62 14.5 17.92 13.2 18.21 11 .9 18 .49 10.6 18.77 9.3 19.03 8.0 19.29 6 .7 19 .55 5.4 19.79 4.1 20.03 2.8 20.12 1.5 20.04 0.2 19.94 0.0 19.85 0.0 19.74 0.0 19.63 0.0 19.50 0.0 19.38 0.0 19.24 0.0 19.10 0.0 18.95 0.0 18.79 0.0 18.64 0.0 18.49 0.0 18.34 0.0 18.18 0.0 18.03 0.0 17 .88 0.0 17 .73 0.0 17 .57 0.0 17.42 0.0 17.27 0.0 17.12 0.0 16.97 0.0 16.82 0.0 16.67 0 .0 16.52 0.0 16.37 0 .0 16.22 0.0 20 31 0 z ..J- <( ... ... !!! ox ... w els 0.00 2.60 5.21 7.81 10.42 13.02 15.63 18.23 20 .83 23.44 26.04 28.65 31 .25 31.47 30.17 28.87 27.57 26 .26 24 .96 23 .66 22 .36 21.06 19.75 18.45 17 .15 15.85 14.55 13.24 11 .94 10.64 9.34 8.03 6 .73 5.43 4 .13 2.83 1.52 0.22 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 I 31 0309-<lra .xls E>hibit D-1 REVISED EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING St. Thomas Aquinas Church D.A. # D.A .# Pond Routina EVENT= 25 D.A.# • c ~ 0 £ 0.. w c E z c :!:! 0 DI iii + a " ~ .. e " t + "' :E c + .. " c + c g .! 0.. ,., 0 0 iii ~ c ,., :c 0.. 0 c N a o..w ID Qo 63 .9 8.3 Tc 16 .3 36.6 inc 1.0 Time cfs cfs cfs cfs cfs cfs ft cfs 0.0 0.0 0.0 4 .17 0 .00 0.00 0.00 257.9 0.0 1.0 4.2 4.2 12.50 2.44 4.17 0.86 258.2 0.2 2.0 8 .3 8 .3 20.83 8 .91 14.94 3.01 258.6 0.5 3.0 12.5 12.5 29.16 20.12 29.74 4.81 259.0 0.7 4 .0 16.7 16.7 37.50 39.27 49.28 5 .01 259 .0 0.9 5.0 20.8 20.8 45.83 66.19 76.76 5 .29 259.1 1.2 6 .0 25.0 25.0 54 .16 100.73 112.02 5 .64 259.1 1.4 7.0 29.2 29.2 62.49 142.74 154.89 6 .08 259.2 1.6 8 .0 33.3 33.3 70.82 192.06 205.23 6 .58 259.3 1.9 9 .0 37 .5 37 .5 79.16 248.55 262.89 7 .17 259.4 2.1 10.0 41 .7 41 .7 87 .49 312.07 327.71 7.82 259.5 2.3 11 .0 45.8 45.8 95.82 382.46 399.56 8.55 259.6 2.6 12.0 50.0 50.0 104.15 459.60 478.28 9.34 259.8 2 .8 13.0 54.2 54.2 112.49 543.34 563.75 10.21 259.9 3.1 14.0 58.3 58.3 120.82 634.24 655.83 10.80 260.0 3.3 15.0 62.5 62 .5 125.02 733.07 755.06 11 .00 260.1 3.5 16.0 62.5 62.5 122.97 835.67 858.08 11 .20 260.1 3.8 17.0 60.4 60.4 118.80 935.83 958.64 11.41 260.2 4 .0 18.0 58.4 58.4 114.63 1031.42 1054.63 11 .60 260.3 4.2 19.0 56.3 56.3 110.47 1122.49 1146.06 11 .78 260.3 4 .5 20.0 54.2 54 .2 106.30 1209.03 1232.95 11 .96 260.4 4 .7 21 .0 52 .1 52 .1 102.13 1291 .08 1315.33 12.13 260.4 4.9 22.0 50.0 50.0 97.97 1368.65 1393.21 12 .28 260 .5 5 .2 23.0 47.9 47.9 93.80 1441 .75 1466.61 12.43 260.5 5.4 24.0 45.9 45.9 89.64 1510.41 1535.55 12.57 260.5 5 .6 25.0 43.8 43.8 85.47 1574.64 1600.04 12.70 260.6 5 .9 26.0 41 .7 41 .7 81 .30 1634.46 1660.11 12.82 260.6 6 .1 27.0 39.6 39.6 77 .14 1689.90 1715.77 12 .94 260.7 6 .3 28.0 37.5 37 .5 72.97 1740.96 1767.03 13.04 260.7 6 .6 29.0 35.4 35.4 68.80 1787.66 1813.93 13.13 260.7 6 .8 30.0 33.4 33.4 64.64 1830.03 1856.47 13.22 260.7 7 .0 31 .0 31 .3 31 .3 60.47 1868.07 1894.67 13.30 260.8 7.3 32.0 29.2 29.2 56.31 1901 .62 1926.55 13.36 260.6 7.5 33.0 27.1 27 .1 52 .14 1931 .27 1958.12 13.42 260.6 7.7 34.0 25.0 25.0 47 .97 1956.46 1983.41 13.48 260.8 8 .0 35.0 22.9 22.9 43.61 1977.40 2004.44 13.52 260.6 8 .2 36.0 20.9 20.9 39.64 1994.10 2021 .21 13.55 260.6 6.3 37.0 16.6 16.8 35.48 2006.59 2033.75 13.58 260.8 6.2 38.0 16.7 16.7 31 .31 2014.68 2042.07 13.59 260.8 6 .1 39.0 14.6 14.6 27 .14 2018.98 2046.19 13.60 260.8 7.9 40.0 12 .5 12.5 22.98 2018.92 2046.13 13.60 260.8 7.8 41 .0 10.4 10.4 16.61 2014.71 2041 .90 13.59 260.8 7.7 42.0 8 .4 8 .4 14.64 2006.37 2033.52 13.58 260.8 7 .6 43.0 6 .3 6 .3 10.46 1993.91 2021 .01 13.55 260.8 7.5 44.0 4 .2 4 .2 6.31 1977.35 2004.39 13.52 260.8 7.4 45.0 2.1 2.1 2.15 1956.71 1983.66 13.48 260.6 7.2 46.0 0.0 0.0 0.03 1932.01 1958.86 13.43 260 .6 7.1 47.0 0.0 0.0 0.00 1905.29 1932.04 13.37 260.8 7.0 48.0 0.0 0.0 0.00 1878.66 1905.29 13.32 260.6 6.9 49.0 0.0 0.0 0.00 1852.13 1878.66 13.26 260.7 6 .8 50.0 0.0 0.0 0.00 1825.71 1852.13 13.21 260.7 6 .7 51 .0 0.0 0.0 0.00 1799.39 1825.71 13.16 260.7 6 .5 52.0 0 .0 0.0 0.00 1773.18 1799.39 13.10 260.7 6.4 53.0 0.0 0.0 0.00 1747.08 1773.18 13.05 260.7 6 .3 54.0 0.0 0.0 0.00 1721 .09 1747.08 13.00 260.7 6 .2 55.0 0.0 0.0 0.00 1695.19 1721.09 12 .95 260.7 6 .1 56.0 0 .0 0.0 0.00 1669.41 1695.19 12 .89 260.6 5 .9 57 .0 0.0 0 .0 0.00 1643.72 1669.41 12.84 260.6 5 .8 58.0 0 .0 0.0 0.00 1618.14 1643.72 12 .79 260.6 5 .7 59.0 0 .0 0.0 0.00 1592.67 1618.14 12.74 260.6 5 .6 60.0 0 .0 0 .0 0.00 1567.29 1592.67 12.69 260.6 5 .5 61 .0 0 .0 0 .0 0.00 1542.02 1567.29 12.64 260.6 5.4 62.0 0 .0 0 .0 0.00 1516.85 1542.02 12.58 260.5 5 .2 63.0 0 .0 0.0 0.00 1491 .79 1516.85 12 .53 260.5 5 .1 64.0 0 .0 0 .0 0 .00 1466.82 1491 .79 12.48 260.5 5 .0 PEAK FLOWS 63 63 14 260.8 8 0.00 ind icates inital condition D.A.# 0 w fl) ..J~ ~o e s: )( w 36.9 12 .4 cfs cfs 0.00 0.0 1.10 3.0 3.48 6.0 5 .52 8 .9 5 .95 11 .9 6.46 14.9 7.05 17.9 7.72 20.8 8 .46 23.8 9.28 26.8 10.17 29.8 11 .13 32.8 12.16 35.7 13.26 36.0 14.08 34.5 14.52 33.0 14.96 31 .5 15.40 30.0 15.82 28.5 16.24 27 .1 16.65 25.6 17.06 24.1 17.45 22.6 17.83 21 .1 18.20 19.6 18.57 18.1 18.93 16.6 19.27 15.1 19.61 13.7 19.94 12.2 20.26 10.7 20.57 9.2 20.68 7.7 21 .17 6 .2 21 .46 4.7 21 .73 3.2 21 .65 1.7 21 .75 0.3 21 .65 0.0 21 .54 0.0 21 .43 0.0 21 .30 0.0 21 .17 0.0 21 .02 0.0 20.87 0.0 20.71 0.0 20.55 0.0 20.37 0.0 20.20 0.0 20.03 0.0 19.86 0.0 19.69 0.0 19.52 0.0 19.35 0.0 19.18 0.0 19.01 0.0 18.84 0.0 18.67 0.0 18.50 0.0 18.33 0.0 18.16 0.0 18.00 0.0 17.83 0.0 17.66 0.0 17.49 0.0 22 36 0 ..J ;!; < .... .... ~ e1;5 cfs 0.00 2.98 5 .96 8 .93 11 .91 14 .89 17 .87 20.84 23.82 26.80 29.78 32 .75 35.73 35.98 34.50 33.01 31 .52 30.03 28.54 27.05 25.56 24.07 22 .59 21.10 19.61 18.12 16.63 15.14 13.65 12.16 10.68 9.19 7.70 6.21 4 .72 3.23 1.74 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 36 0309-0ra .xls EJ<h ibitD-1 D.A.t D.A.t • .c c a. w E e z iii "C ::E "C c ... 0 0 :c Q. 0 Qp 72.4 Tc 16.3 inc 1.0 Time els els 0.0 0.0 0.0 1.0 4.7 4.7 2.0 9.4 9.4 3.0 14.2 14.2 4.0 18.9 18.9 5.0 23.6 23.6 6.0 28.3 28.3 7.0 33.0 33.0 8.0 37.8 37.8 9.0 42.5 42.5 10.0 47.2 47.2 11.0 51.9 51.9 12.0 56.6 56.6 13.0 61.4 61.4 14.0 66.1 66.1 15.0 70.8 70.8 16.0 70.8 70.8 17.0 68.5 68.5 18.0 66.1 66.1 19.0 63.8 63.8 20.0 61.4 61.4 21.0 59.0 59.0 22.0 56.7 56.7 23.0 54.3 54.3 24.0 52.0 52.0 25.0 49.6 49.6 26.0 47.2 47.2 27.0 44.9 44.9 28.0 42.5 42.5 29.0 40.2 40.2 30.0 37.8 37.8 31.0 35.4 35.4 32.0 33.1 33.1 33.0 30.7 30.7 34.0 28.4 28.4 35.0 26.0 26.0 36.0 23.6 23.6 37.0 21.3 21.3 38.0 18.9 18.9 39.0 16.6 16.6 40.0 14.2 14.2 41.0 11.8 11.8 42.0 9.5 9.5 43.0 7.1 7.1 44.0 4.8 4.8 45.0 2.4 2.4 46.0 0.0 0.0 47.0 0.0 0.0 48.0 0.0 0.0 49.0 0.0 0.0 50.0 0.0 0.0 51.0 0.0 0.0 52.0 0.0 0.0 53.0 0.0 0.0 54.0 0.0 0.0 55.0 0.0 0.0 56.0 0.0 0.0 57.0 0.0 0.0 58.0 0.0 0.0 59.0 0.0 0.0 60.0 0.0 0.0 61.0 0.0 0.0 62.0 0.0 0.0 63.0 0.0 0.0 64.0 0.0 0.0 PEAK FLOWS I 71 71 0. 00 indicates inital condition REVISED EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING St. Thomas Aquinas Church Pond Routina EVENT= 60 D.A.t c g c c a :!:! 0 .. + "C ~ .. ... + c "C + .. + c g.!! a. iii VI c ... c "' "' a o.w m 9.6 35.6 cfs els cfs els fl els 4.72 0.00 0.00 0.00 257.9 0.0 14.16 2.78 4.72 0.97 258.2 0.3 23.60 10.11 16.94 3.41 258.7 0.5 33.04 24.01 33.71 4.85 259.0 0.8 42.48 46.88 57.05 5.09 259.1 1.1 51.92 78.53 89.36 5.41 259.1 1.3 61.36 118.80 130.45 5.83 259.2 1.6 70.80 167.50 180.16 6.33 259.3 1.9 80.24 224.46 238.30 6.92 259.4 2.1 89.69 289.53 304.71 7.59 259.5 2.4 99.13 362.53 379.22 8.34 259.6 2.7 108.57 443.31 461.66 9.17 259.7 2.9 118.01 531.70 551.88 10.09 259.9 3.2 127.45 628.15 649.71 10.78 260.0 3.5 136.89 733.60 755.59 11.00 260.1 3.7 141.64 848.03 870.49 11.23 260.2 4.0 139.32 966.74 989.68 11.47 260.2 4.3 134.60 1082.65 1106.06 11.70 260.3 4.5 129.88 1193.39 1217.25 11.93 260.4 4.8 125.16 1298.98 1323.27 12.14 260.4 5.1 120.44 1399.45 1424.14 12.35 260.5 5.3 115.72 1494.81 1519.89 12.54 260.5 5.6 111.00 1585.08 1610.53 12.72 260.6 5.9 106.28 1670.29 1696.08 12.90 260.6 6.1 101.56 1750.45 1776.57 13.06 260.7 6.4 96.84 1825.59 1852.01 13.21 260.7 6.7 92.12 1895.72 1922.43 13.35 260.8 7.0 87.40 1960.87 1987.84 13.48 260.8 7.2 82.68 2021.05 2048.27 13.61 260.8 7.5 77.96 2076.29 2103.73 13.72 260.9 7.8 73.24 2126.61 2154.25 13.82 260.9 8.0 68.52 2172.02 2199.84 13.91 260.9 8.3 63.80 2212.54 2240.53 13.99 261.0 8.6 59.08 2248.20 2276.34 14.07 261.0 8.8 54.35 2279.02 2307.28 14.13 261.0 9.1 49.63 2305.04 2333.37 14.17 261.0 9.4 44.91 2326.29 2354.68 14.19 261.0 9.4 40.19 2342.77 2371.20 14.22 261.0 9.3 35.47 2354.50 2382.97 14.23 261.0 9.2 30.75 2361.49 2389.97 14.24 261.0 9.0 26.03 2363.75 2392.24 14.24 261.0 8.9 21.31 2361.30 2389.79 14.24 261.0 8.8 16.59 2354.15 2382.62 14.23 261.0 8.6 11.87 2342.31 2370.75 14.22 261.0 8.5 7.15 2325.80 2354.19 14.19 261.0 8.4 2.43 2304.62 2332.95 14.16 261.0 8.2 0.04 2278.80 2307.06 14.13 261.0 8.1 0.00 2250.69 2278.83 14.07 261.0 8.0 0.00 2222.66 2250.69 14.02 261.0 7.8 0.00 2194.74 2222.66 13.96 260.9 7.7 0.00 2166.94 2194.74 13.90 260.9 7.6 0.00 2139.24 2166.94 13.85 260.9 7.4 0.00 2111.66 2139.24 13.79 260.9 7.3 0.00 2084.19 2111.66 13.73 260.9 7.2 0.00 2056.83 2084.19 13.68 260.9 7.0 0.00 2029.59 2056.83 13.62 260.9 6.9 0.00 2002.45 2029.59 13.57 260.8 6.8 0.00 1975.42 2002.45 13.51 260.8 6.6 0.00 1948.50 1975.42 13.46 260.8 6.5 0.00 1921.69 1948.50 13.41 260.8 6.4 0.00 1894.99 1921.69 13.35 260.8 6.2 0.00 1868.39 1894.99 13.30 260.8 6.1 0.00 1841.91 1868.39 13.24 260.7 6.0 0.00 1815.53 1841.91 13.19 260.7 5.8 0.00 1789.25 1815.53 13.14 260.7 5.7 14 261.0 9 D.A. # c w VI _.o <( Q. .... o 0 a: )( .... Q. w 41.7 12.4 els els 0.00 0.0 1.24 3.4 3.95 6.7 5.65 10.1 6.16 13.5 6.75 16.8 7.43 20.2 8.20 23.6 9.06 27.0 10.00 30.3 11.02 33.7 12.12 37.1 13.29 40.4 14.26 40.7 14.74 39.0 15.24 37.4 15.75 35.7 16.25 34.0 16.74 32.3 17.22 30.6 17.69 28.9 18.15 27.2 18.61 25.6 19.05 23.9 19.48 22.2 19.90 20.5 20.30 18.8 20.70 17.1 21.09 15.5 21.47 13.8 21.84 12.1 22.20 10.4 22.55 8.7 22.89 7.0 23.22 5.3 23.52 3.7 23.64 2.0 23.53 0.3 23.41 0.0 23.29 0.0 23.16 0.0 23.02 0.0 22.88 0.0 22.73 0.0 22.57 0.0 22.41 0.0 22.24 0.0 22.05 0.0 21.86 0.0 21.67 0.0 21.48 0.0 21.29 0.0 21.10 0.0 20.91 0.0 20.72 0.0 20.53 0.0 20.34 00 20.16 0.0 19.97 0.0 19.78 0.0 19.59 0.0 19.40 0.0 19.22 0.0 19.03 0.0 18.84 0.0 24 41 Cl z ...J-<( .... .... !!! 0 >< >-W els 0.00 3.37 6.74 10.11 13.48 16.85 20.22 23.59 26.96 30.33 33.70 37.07 40.43 40.72 39.04 37.35 35.67 33.98 32.30 30.61 28.93 27.24 25.56 23.87 22.19 20.50 18.82 17.14 15.45 13.77 12.08 10.40 8.71 7.03 5.34 3.66 1.97 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 41 0309-0ra.xls E.><hibit0-1 REVISED EXHIBIT "D-1" PROPOSED DETENTION POND ROUTING St. Thomas Aquinas Church D.A.t D.A.t Pond Routina EVENT= 100 D.A.t • c .c 0 ~ Q. w I! c c z 0 ~ iii + ~ "O ~ .. "O + .. ::i: c + .. "O c c Q. ~ 0 8 + (ii l!l a ~ .!! ,., a.. c "' o..w m QD 81.6 10.8 Tc 15.3 35.6 inc 1.0 Time cfs cfs cfs cfs cfs cfs ft cfs 0.0 0.0 0.0 5.32 0.00 0.00 0.00 257.9 0.0 1.0 5.3 5.3 15.96 3.14 5.32 1.09 258.2 0.3 2.0 10.6 10.6 26.60 11.41 19.10 3.84 258.8 0.6 3.0 16.0 16.0 37.24 28.22 38.01 4.90 259.0 0.9 4.0 21.3 21.3 47.88 55.12 65.46 5.17 259.1 1.2 5.0 26.6 26.6 58.52 91.89 103.00 5.55 259.1 1.5 6.0 31.9 31.9 69.16 138.35 150.42 6.03 259.2 1.8 7.0 37.2 37.2 79.80 194.30 207.52 6.61 259.3 2.1 8.0 42.6 42.6 90.44 259.54 274.10 7.28 259.4 2.4 9.0 47.9 47.9 101.08 333.89 349.99 8.05 259.6 2.7 10.0 53.2 53.2 111.72 417.17 434.98 8.91 259.7 3.0 11.0 58.5 58.5 122.36 509.18 528.89 9.85 259.9 3.3 12.0 63.8 63.8 133.00 610.05 631.55 10.75 260.0 3.6 13.0 69.2 69.2 143.64 721.11 743.06 10.97 260.1 3.9 14.0 74.5 74.5 154.28 842.33 864.76 11.22 260.1 4.3 15.0 79.8 79.8 159.65 973.64 996.61 11.48 260.2 4.6 16.0 79.8 79.8 157.03 1109.77 1133.29 11.76 260.3 4.9 17.0 77.2 77.2 151.71 1242.74 1266.80 12.03 260.4 5.2 18.0 74.5 74.5 146.39 1369.87 1394.44 12.29 260.5 5.5 19.0 71.9 71.9 141.07 1491.19 1516.26 12.53 260.5 5.8 20.0 69.2 69.2 135.74 1606.72 1632.26 12.77 260.6 6.1 21.0 66.5 66.5 130.42 1716.49 1742.47 12.99 260.7 6.4 22.0 63.9 63.9 125.10 1820.51 1846.91 13.20 260.7 6.7 23.0 61.2 61.2 119.78 1918.82 1945.62 13.40 260.8 7.0 24.0 58.6 58.6 114.46 2011.43 2038.60 13.59 260.8 7.3 25.0 55.9 55.9 109.14 2098.37 2125.89 13.76 260.9 7.6 26.0 53.2 53.2 103.82 2179.65 2207.51 13.93 260.9 7.9 27.0 50.6 50.6 98.50 2255.32 2283.48 14.08 261.0 8.2 28.0 47.9 47.9 93.18 2325.43 2353.82 14.19 261.0 8.5 29.0 45.3 45.3 87.86 2390.06 2418.62 14.28 261.1 8.8 30.0 42.6 42.6 82.54 2449.20 2477.92 14.36 261.1 9.1 31.0 39.9 39.9 77.22 2502.87 2531.74 14.43 261.1 9.4 32.0 37.3 37.3 71.90 2551.10 2580.10 14.50 261.1 9.7 33.0 34.6 34.6 66.58 2593.88 2623.00 14.56 261.2 10.0 34.0 32.0 32.0 61.26 2631.25 2660.47 14.61 261.2 10.3 35.0 29.3 29.3 55.94 2663.21 2692.51 14.65 261.2 10.6 36.0 26.6 26.6 50.62 2689.77 2719.15 14.69 261.2 10.7 37.0 24.0 24.0 45.30 2710.96 2740.40 14.72 261.2 10.6 38.0 21.3 21.3 39.98 2726.79 2756.27 14.74 261.2 10.4 39.0 18.7 18.7 34.66 2737.27 2766.77 14.75 261.2 10.3 40.0 16.0 16.0 29.34 2742.41 2771.93 14.76 261.2 10.1 41.0 13.3 13.3 24.02 2742.23 2771.75 14.76 261.2 10.0 42.0 10.7 10.7 18.70 2736.75 2766.25 14.75 261.2 9.8 43.0 8.0 8.0 13.38 2725.98 2755.45 14.74 261.2 9.7 44.0 5.4 5.4 8.06 2709.93 2739.36 14.72 261.2 9.5 45.0 2.7 2.7 2.74 2688.61 2717.99 14.69 261.2 9.4 46.0 0.0 0.0 0.04 2662.05 2691.35 14.65 261.2 9.2 47.0 0.0 0.0 0.00 2632.87 2662.09 14.61 261.2 9.1 48.0 0.0 0.0 0.00 2603.73 2632.87 14.57 261.2 8.9 49.0 0.0 0.0 0.00 2574.67 2603.73 14.53 261.1 8.8 50.0 0.0 0.0 0.00 2545.68 2574.67 14.49 261.1 8.6 51.0 0.0 0.0 0.00 2516.78 2545.68 14.45 261.1 8.5 52.0 0.0 0.0 0.00 2487.95 2516.78 14.41 261.1 8.3 53.0 0.0 0.0 0.00 2459.20 2487.95 14.37 261.1 8.1 54.0 0.0 0.0 0.00 2430.53 2459.20 14.34 261.1 8.0 55.0 0.0 0.0 0.00 2401.94 2430.53 14.30 261.1 7.8 56.0 0.0 0.0 0.00 2373.42 2401.94 14.26 261.0 7.7 57.0 0.0 0.0 0.00 2344.98 2373.42 14.22 261.0 7.5 58.0 0.0 0.0 0.00 2316.62 2344.98 14.18 261.0 7.4 59.0 0.0 0.0 0.00 2288.33 2316.62 14.14 261.0 7.2 60.0 0.0 0.0 0.00 2260.15 2288.33 14.09 261.0 7.1 61.0 0.0 0.0 0.00 2232.08 2260.15 14.03 261.0 6.9 62.0 0.0 0.0 0.00 2204.13 2232.08 13.98 261.0 6.8 63.0 0.0 0.0 0.00 2176.28 2204.13 13.92 260.9 6.6 64.0 0.0 0.0 0.00 2148.55 2176.28 13.87 260.9 6.5 PEAK FLOWS 80 80 15 261.2 11 0.00 indicates inital condition D.A. I 0 w If) _.o c( a.. .... o 0 0: )( .... a.. w 47.0 12.4 cfs els 0.00 0.0 1.40 3.8 4.45 7.6 5.81 11.4 6.39 15.2 7.07 19.0 7.85 22.8 8.73 26.5 9.71 30.3 10.78 34.1 11.94 37.9 13.19 41.7 14.39 45.5 14.92 45.8 15.47 43.9 16.04 42.0 16.62 40.1 17.19 38.2 17.75 36.3 18.30 34.4 18.84 32.6 19.36 30.7 19.88 28.8 20.38 26.9 20.87 25.0 21.35 23.1 21.82 21.2 22.28 19.3 22.69 17.4 23.09 15.5 23.47 13.6 23.85 11.7 24.21 9.8 24.58 7.9 24.93 6.0 25.28 4.1 25.42 2.2 25.29 0.3 25.16 0.0 25.03 0.0 24.88 0.0 24.73 0.0 24.57 0.0 24.40 0.0 24.23 0.0 24.05 0.0 23.86 0.0 23.67 0.0 23.48 0.0 23.29 0.0 23.10 0.0 22.90 0.0 22.71 0.0 22.52 0.0 22.33 0.0 22.14 0.0 21.95 0.0 21.76 0.0 21.57 0.0 21.38 0.0 21.18 0.0 20.97 0.0 20.76 0.0 20.55 0.0 20.34 0.0 25 46 0 _.l!: c( .... >-!!! 0 )( >-W els 0.00 3.79 7.58 11.38 15.17 18.96 22.75 26.54 30.33 34.13 37.92 41.71 45.50 45.82 43.93 42.03 40.14 38.24 36.35 34.45 32.55 30.66 28.76 26.87 24.97 23.07 21.18 19.28 17.39 15.49 13.59 11.70 9.80 7.91 6.01 4.12 2.22 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 46 0309-<lra.xls EllhibitD-1