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Drainage Report
Drainage Report FOR THE PROPOSED KYLE VIEW ESTATES BASE BID (11.56 ACRE-FT POND & 6.15 ACRE-FT POND) B&A#7066 LOCATED IN: College Station, Texas First Submittal: 6/2/08 Revised: 7 /14/08 Prepared By: Sam J. Vernon, P.E. OF Bleyl & Associates Project Engineering &: Management Bleyl & Associates 1722 Broadmoor Ste. 21 o Bryan, Texas Phone: 979.268.1125 Fax: 979.260.3849 I ..... . \ -•.. .• . (" .,, .. · • 'I .· . L I . t j t CERTIFICATION I hereby certify that I am familiar with the adopted ordinances , regulations, standards, and policies of the City of College Station governing development, that these plans have been prepared under my supervision, and that this drainage plan complies with all governing ordinances and regulations to the best of my knowledge. No part of this site lies within the established area of special flood hazard as established by the current flood insurance study or food hazard boundary map number 48041 C0200C. Dated July 2, 1992. non , P.E. Licensed Professional Engineer State of Texas No. 99353 ____ ,,,,,,, ~ * ... ·. * ., :-~'Co OF r~ \\\ ,,? ~"'-"'":.······ ••• ··~U' '•• I*:" \*'" I! ••••••••••••••••.•••••.••• ···~ i SAM J. VERNON ~ ~-····························~ ~, ~... 99353 .: 15 J '•1 ~··~~CE.NS<c.~···# J' ., <'~ •••••• ·:..w..0; \\\ S/ONAL ~:.~~ ,,,,, ............ -- 2 ~ .. ' . TABLE OF CONTENTS GENERAL LOCATION AND DESCRIPTION .................................................................... 4 Location .............................................................................................................................. 4 Description of Property ....................................................................................................... 4 DRAINAGE BASINS AND SUB-BASINS .......................................................................... 4 Major Basin Description ..................................................................................................... 4 Sub-Basin Description ........................................................................................................ 5 DRAINAGE DESIGN CRITERIA ......................................................................................... 5 Regulations ......................................................................................................................... 5 Drainage Impacts of Site Constraints ................................................................................. 5 Hydrologic Criteria ............................................................................................................. 5 Hydraulic Criteria ............................................................................................................... 6 DRAINAGE SYSTEM DESIGN ........................................................................................... 7 General Concept. ................................................................................................................. 7 CONCLUSIONS ................................................................................................................... 11 Comparison with Standards .............................................................................................. 11 Effectiveness to Control Damage from Storm water Runoff. ............................................ 11 REFERENCES ..................................................................................................................... 12 APPENDIX A ....................................................................................................................... 13 APPENDIX B ....................................................................................................................... 14 APPENDIX C ....................................................................................................................... 15 APPENDIX D ....................................................................................................................... 16 • RATIONAL METHOD CALCULATIONS o 2 YEAR EVENT o 5 YEAR EVENT o 10 YEAR EVENT o 25 YEAR EVENT o 50 YEAR EVENT o 100 YEAR EVENT • POND PACK CALCULATIONS • PRE v. POST DEVELOPMENT RELEASE HYDROGRAPHS • STORM CAD-STORM SEWER CALCULATIONS o INLET REPORTS o PIPE REPORT o 10 YEAR STORM SEWER PROFILE o 100 YEAR STORM SEWER PROFILE 3 GENERAL LOCATION AND DESCRIPTION Location The proposed Kyle View Estates Subdivision is located in the southern portion of the City of College Station city limits near the intersection of Capstone Dr. and FM 2154. The scope of the project includes the construction of a high density single family residential subdivision consisting of 117 lots and 8 commercial lots. The entire property falls within the Peach Creek drainage basin. There is an unnamed tributary of Peach Creek that is located just south of the property that the outfall from the proposed detention basins will release into. The storm sewer lines conveying water to it will also be located outside of the Kyle View Estates Subdivision but inside a drainage easement. The surrounding developments include a low density single family residential subdivision to the north and undeveloped agricultural land to the west and south of the property. The property also borders the Union Pacific Railroad and F .M. 2154 to the east. Description of Property Kyle View Estates is situated on 45 .19 acres of land. At present, the tract is being used as pasture land with dense grass prairie ground cover. The property lies at the top of a hill dividing the drainage runoff into four parts. The portions of runoff gently slope from the high point on the northern boundary outward to each of the property boundaries. The runoff from this area is directed into the unnamed tributaries. The predevelopment flow drainage area is included as Appendix B. The Federal Insurance Rate Map (FIRM) number 48041C0200C is included in Appendix A. None of the proposed subdivision lies within a flood area. The Kyle View Estates Subdivision is located just southwest of the intersection of Capstone Dr and F.M. 2154. The entrances to the subdivision will be approximately 550', 1,000', and 1,500' southwest of the intersection along Capstone Dr. DRAINAGE BASINS AND SUB-BASINS Major Basin Description The Kyle View Estates subdivision falls within the Peach Creek drainage basin. The Peach Creek drainage basin commences at the confluence of Peach Creek stretches westward until S. Dowling Road. The majority of the basin area is gently sloped toward the creek channel. 4 Sub-Basin Description The existing drainage over the entire tract is divided into areas Pre 1, Pre lB, Pre 2, and Pre 3 in the "Pre-Developed" exhibit in Appendix B. Drainage area Pre 1 includes approximately 15.66 acres and is the existing drainage area that encompasses the eastern portion of the single family residential section of Kyle View Estates. Area Pre lB includes approximately 35.46 acres of which 16.67 acres is of the commercial section of Kyle View Estates. The remaining 18.79 acres includes the low density single famil y residential subdivision to the north. The drainage from this area enters the site through an existing 36" corrugated metal pipe under Capstone Dr. Area Pre 2 includes approximately 15.66 acres and includes the western portion of the single family residential segment of Kyle View Estates. Area Pre 3 comprises approximately 19.88 acres and includes the southern portion of the single family residential section of Kyle View Estates. Runoff from the drainage areas enter the corresponding stream at each of the labeled "Summation Points" on Appendix B. In the proposed drainage plan, the subdivision will be re-graded as shown in the "Post- Developed" exhibit also appearing in Appendix B. Roughly, runoff from the center of Kyle View Estates subdivision, approximately 13.6 acres will be collected and routed through a detention facility. The runoff from the commercial portion of Kyle View Estates combined with flows from the north side of Capstone Dr., approximately 35.5 acres, will also be routed through another detention pond located on the eastern side of the development. The discharges for the facilities are shown on the "Post-Developed" exhibit in Appendix B. The remaining three areas of post developed flow will sheet flow off site at a rate that will not exceed the pre-developed rate. Runoff from drainage areas enter the corresponding stream at each of the labeled "Summation Points" on Appendix B. DRAINAGE DESIGN CRITERIA Regulations All drainage and detention facilities within this subdivision were designed using the criteria set out in the Unified Design Guidelines dated 2008 . Drainage Impacts of Site Constraints There is one 36" corrugated metal pipe beneath Capstone Dr. on the northern boundary of the project site. This culvert allows flow from the 18 . 79 acres oflow density residential to the north of the project site to drain across our tract. This flow will be routed through a swale and into our storm system where it will then flow into Detention Pond lB (See Appendix B). Hydrologic Criteria The following design criterion was used: 5 1. The drainage structures were designed using the design rainfall frequency from the Unified Stormwater Design Guidelines listed in Appendix C, Table C-6. i. Detention Facility 11. Storm Drain System 100 year storm event 10 year storm event 2. The watershed in which Kyle View Estates is situated is less than 50 acres in area. The Rational Method was used to determine the peak stormwater runoff. There are no deviations or optional methods requested for this project. 3. Runoff coefficients from Appendix C, Table C-2 of the Unified Stormwater Design Guidelines were chosen as follows : i. Grass covered and undeveloped areas 11. Developed, SFR, 5,000-7,000sq ft, 2% to 7% slope 111. Developed, SFR, >20,000 sq ft, 2% to 7% slope 1v. Commercial (Central Business District) C=0.33 C=0.74 C=0.56 C=0.96 4. Precipitation Data was read from Appendix C, Table C-6 of the Unified Stormwater Design Guidelines. 5. Rainfall intensities were obtained inserting the calculated Time of Concentration into the formulas listed in Appendix C, Table C-1. The minimum time of concentration used was 10 minutes. Complete time of concentration calculations and Rational Method calculations appear in Appendix C of this report. 6. The detention discharge rate was determined by choosing a summation point near the discharge point of the detention pond. The predevelopment runoff rate was then calculated for the entire watershed area that passed through this summation point. 7. The storage volume required for the detention pond was determined by developing pre and post development runoff hydrographs as detailed in Section VI.E.2.c., Pre- development and Post-development Hydrographs. The storage volume was calculated by taking the difference between the two hydrographs. These calculations are presented in Appendix C of this report. Hydraulic Criteria The following design criterion was used: 1. The drainage structures were designed using the design rainfall frequency from the Unified Stormwater Design Guidelines listed in Appendix C, Table C-6. i. Detention Facility 100 year storm event 6 11. Storm Drain System 10 year storm event Although the 100 year event was used to design the detention facility, models depicting the 2-year, 10-year, 25 -year, and 50-year events were routed through the pond. Hydro graphs of these events are included in this report. 2. The detention outlet for Detention Pond Post will be a 4 stage device consisting of a concrete box with two orifices and weir. These openings are placed at different elevations along the height of the box will limit the release of water to below the pre- developed conditions. 3. Discharge from the pond will be through a 24" HDPE (Smooth Interior) culvert. A pad of large diameter rocks will serve to prevent erosion and control the velocity of the water as it exits the pipe. 4. The detention outlet for Detention Pond Post lB will be a 2 stage device consisting of two weirs. The openings of the weirs are placed at different elevations and lengths and will limit the release of water to below the pre-developed conditions. 5. Discharge from the pond will spill over the weir onto a pad of large diameter rocks in order to prevent erosion and control the velocity of the water as it exits the pond. All drainage and detention facilities within this subdivision were designed using the criteria set out in the Unified Stormwater Design Guidelines dated 2008. The watershed in which Kyle View Estates is situated is less than 50 acres in area. The Rational Method was used to determine the peak stormwater runoff. There are no deviations or optional methods requested for this project. DRAINAGE SYSTEM DESIGN General Concept Complete design calculations for the detention facilities as well as the storm sewer collection system appear in Appendix C. Hydrographs were developed for the following areas: Pre 1 -This includes a 31.22 acre area of undeveloped pasture land. Flow from this area exits the site at a Summation Point. Post 1 -This includes a 29.40 acre area. Approximately 23.53 acres of the drainage area will remain undeveloped. The remaining area will become high density single family residential development. Flow from this area exits the site at a Summation Point. 7 Post -This area includes 13.62 acres. This area will be high density single family residential and will be routed through a detention pond (Detention Pond Post). Flow from this area exits the site at a Summation Point. Pre JB -This includes a 35.46 acre area. Approximately 18.73 acres of the area is low density single family residential development that enters the site through a 36" CMP underneath Capstone Dr. The remaining area is currently undeveloped pasture land. Flow from this area exits the site at a Summation Point. Post JB-This includes a 35.46 acre area. Approximately 18.73 acres of the area is low density single family residential development that enters the site through a 36" CMP underneath Capstone Dr. The remaining acreage will be the commercial area of Kyle View Estates. Flow from this area exits the site at a Summation Point. Pre 2 -This area is 15.74 acres. It includes approximately 12.60 acres of Kyle View Estates. The acreage is currently undeveloped pasture land. Flow from this area exits the site at a Summation Point. Post 2 -This area is 12.12 acres. It includes approximately 8.98 acres of Kyle View Estates (High density single family residential). The remaining acreage will remain undeveloped. Flow from this area exits the site at a Summation Point. Pre 3 -This area is 19.88 acres. It includes approximately 8.19 acres of Kyle View Estates. The acreage is currently undeveloped pasture land. Flow from this area exits the site at a Summation Point. Post 3 -This area is 16.14 acres. It includes approximately 4.45 acres of Kyle View Estates (High density single family residential). The remaining acreage will remain undeveloped. Flow from this area exits the site at a Summation Point. A complete report of calculations are included in Appendix C. Hydrographs depicting the 2 year, 10 year, 25 year, and 50 year release rates are also included. Additional Information: Interim Post JB -The flows of this pond are included as it will be the interim pond sized to carry undeveloped flows from the commercial area of Kyle View Estates along with the offsite, low density residential area north of the project site. As development progresses within the commercial area, the Post lB pond as shown in the calculations will be constructed to accommodate developed flows. 8 A summary of the pre-developed versus post-developed discharges are as follows: Pre 1 vs. Post 1 w/ Post flow routed through detention pond Event Pre 1 (Eastern portion of Single Family) in cfs Q5 39.32 Q10 86.88 Q1s 103.89 Q5o 127.86 Qi oo 148.48 The maximum water elevation of the detention Detention Pond Volume (at maximum water elevation) Pre 1 B vs. Post 1 B w/ flow routed through detention pond Event Pre lB (Commercial portion w/ Low Density Single Family offsite) in cfs Q5 45 .79 QIO 93.17 Q15 109.73 Qso 132.93 Q100 152.78 The maximum water elevation of the detention Detention Pond Volume (at maximum water elevation) Post 1 + Post Outflow through Detention Pond, in cfs 39.30 84.30 101.51 127.80 147.36 336 .92' 5.83 ac-ft Post lB (Commercial portion w/ Low Density Single Family offsite - Detention Pond Outflow) in cfs 43.96 92 .81 107.86 131.75 152.13 33 9.79' 5.88 ac-ft Pre lB vs. Interim Post lB w/ flow routed through detention pond Event Pre lB (Commercial portion w/ Low Density Single Family offsite) in cfs Q5 45.79 QIO 93 .17 Q1s 109.73 Q5o 132.93 Q1 00 152.78 The maximum water elevation of the detention Detention Pond Volume (at maximum water elevation) Interim Post lB (Commercial portion undeveloped w/ L.D.S.F. Res. offsite - Detention Pond Outflow) in cfs 31.16 70.68 83.95 102.44 120.77 339.45' 5.32 ac-ft 9 Pre 2 vs. Post 2 Event Pre 2 (Western portion of Single Post 2 (Western portion of Single Family) in cfs Family) in cfs Qs 18.59 18.41 Q1 0 41.36 33.99 Q25 49.54 39.36 Qso 61.09 46.84 Q1 00 71.03 53.23 Pre 3 vs. Post 3 Event Pre 3 (Southern portion of Single Post 3 (Southern portion of Single Family) in cfs Family) in cfs Qs 20.70 20.64 Q10 45.70 42.12 Q25 54 .64 49.63 Qso 67.26 60.16 Q100 78.13 69.17 StormCAD was used to model the storm sewer collection system. This system was designed to maintain the hydraulic gradient a minimum of 0.5 ' below the gutter elevation during the 10 year event. Calculations showing the hydraulic grade line are shown graphically for both the 10 year and 100 year event. It is important to point out that pre-developed and post-developed flows were given for the Interim Post 1 B Pond. The values for this interim pond are shown because, as construction of the proposed development takes place, the detention pond within the commercial portion of Kyle View Estates will be built around the existing pond on site. The capacity of the pond will initially be sized to accommodate undeveloped flows from the commercial sites; however, as those sites develop, the detention pond will be expanded to the size specified within this report. The given volume of this interim pond is 6.38 ac-ft with a maximum water surface elevation of 339.45 ft. To meet the City's requirement that pipes must be able to operate at a 25% reduction in capacity to account for blockage, additional flo,ws of 25% were added to 24" and smaller lines. Our findings show that the system is sized appropriately to accommodate for the blockages without raising the hydraulic grade line above the required 0.5' below the gutter elevation. Printouts depicting this scenario can be submitted at the City of College Station's request. It should be noted that in the event of a 100-yr storm, the hydraulic grade line of the storm sewer system will be contained within the ROW. Further design was considered when analyzing the sheet flow of the 100-yr storm. Two emergency swales were designed as a way to convey this sheet flow off site and not collect water within the subdivision. 10 Besides designing for the proposed subdivision, consideration has been given to conveying the existing flow coming from offsite north of Capstone Dr. through a 36" CMP. A swale will be graded along the general alignment the runoff is currently following and into a 42" conduit at a headwall. The flow will then enter the storm sewer system and flow into the detention facility. Construction of the storm sewer system within Kyle View Estates is to be constructed of two materials. The storm sewer lines within the private, gated portion of the community are to be constructed as smooth interior high density polyethylene; however, the storm sewer lines within the commercial portion of Kyle View Estates will be constructed using reinforced concrete pipe as this area will be part of the public infrastructure. All of the proposed drainage structures will be built inside public right of way, or within dedicated drainage utility easements. Access to the detention ponds will be via drainage access easements. CONCLUSIONS Comparison with Standards The intent of this design is to comply with all requirements of the Unified Design Guidelines. There are no deviations or optional methods requested for this project. Effectiveness to Control Damage from Stormwater Runoff The drainage system is designed to effectively collect, convey, detain, and release runoff from Kyle View Estates subdivision 11 REFERENCES 1. City of Bryan I City of College Station -Unified Design Guidelines, 2008. 12 APPENDIX A FIRM MAP 12 APPENDIX B DRAINAGE AREA MAPS FOR POND ROUTING 13 Rational Method Calculations 2 yr Rational Flowrate \L IUIAL IUIAL 1u1AL IUIAL ~ Q) ~ 0 O" N QJ 0 "' :E ~ ·-Cl ~ N !/) "' ro z z z z -~ 0 0 Q) 0 0 0 0 Q) Q) 0 _J > <( (.) 0. 0 ~<( f== f== f== f== ro o ci~ (ti +.,;" ~ ~ ~ <( UJ <( o.-N QJ 0::: Cf) Cf) fl 0. :.;:;-0::: .... <( UJ c Q) ~o c O" f-f-f-f-0 0::: Q) Cl Q) (j) Q) !/) z z z z UJ <( 0. ~ .!::! Q) :2 0 UJ UJ UJ UJ Q) a (9 _J 0 Q) !/) 0 0 0 0 0 :0 <( ~ > !/) Cl Q) 0 z z z z ro "O <( -ro 0::: -z 0 ~ I'--0 0 0 0 f-~ .8 _J Q) ~ ~ 0 ~ > i::' ' 0 0 0 0 N f-~ ~ !/) <( -en~ -c O" u.. u.. u.. u.. 0 ro o 0 Q) !/) 0 0 0 0 (L _J _J 2 00 UJ UJ UJ UJ .c 0 ~ ~ ~ ~ ro OlO iil I~ f== f== f== f== UJ Name AC 0.33 0.56 0.74 I min min min min (in/hr) cfs DA-1 0.41 0.41 0 10.00 10.00 10.00 10.00 6.33 1.92 ~ DA-2 1.50 1.50 4 24.45 23.19 21.76 20.76 3.45 3.83 DA-3 0.43 0.43 0 10.00 10.00 10.00 10.00 6.33 2.01 DA-4 0.70 0.70 7 18.86 17.79 16.58 15.74 4.00 2.07 DA-5 0.36 0.36 0 10.00 10.00 10.00 10.00 6.33 1.69 DA-6 2.86 2.86 2 20.49 19.44 18.25 17.41 3.85 8.15 DA-6A 1.84 1.84 3 29.16 27.69 26.02 24.85 3.08 4.20 DA-7 0.32 0.32 0 10.00 10.00 10.00 10.00 6.33 1.50 DA-8 1.30 1.30 0 18.62 17.58 16.40 15.58 4.04 3.89 DA-9 0.26 0.26 0 10.00 10.00 10.00 10.00 6.33 1.22 DA-10 1.81 1.81 1 14.68 13.95 13.13 12.55 4.70 6.30 DA-11 0.91 0.91 1 30.77 28.98 26.95 25.52 2.92 1.97 DA-12 0.24 0.24 0 10.00 10.00 10.00 10.00 6.33 1.12 DA-13 1 06 1 06 8 17.09 16.20 15.19 14.48 4.29 3.36 DA-14 0.20 0.20 0 10.00 10.00 10.00 10.00 6.33 0.94 DA-15 0.73 0.73 0 10.00 10.00 10.00 10.00 6.33 3.42 DA-16A 2.38 1.63 9 17.29 16.39 15.38 14.67 4.26 8.17 DA-168 0.20 6 10.00 10.00 10.00 10.00 5.82 1.12 DA-17 2.00 0 10.00 10.00 10.00 10.00 6.33 12.15 DA-17A 0.38 0 10.00 10.00 10.00 10.00 6.33 2.31 DA-178 0.59 0 10.00 10.00 10.00 10.00 6.33 3.58 DA-18 1.26 0.81 0 10.00 10.00 10.00 10.00 6.33 4.45 DA-18A 0.94 0.32 0 10.00 10.00 10.00 10.00 6.33 4.49 DA-188 0.45 0 10.00 10.00 10.00 10.00 6.33 2.73 DA-offsite + comm 20.92 18.79 0 39.75 37.80 35.59 34.04 2.51 31.53 50 yr Rational Flowrate lcs Attached) CHANNEL TOTAL ¥ ( s O'" I 0 0 _J "' (/) ( LL z ( UJ 0 0 ~ 0 Q) Q) 0 <( u Cl. 0 :: UJ F F ro o ci-f-UJ <( UJ <( a.-N Ql ( _J -0:::: Cf) Cf) 1 ~~ 0:::: '<'""" UJ /\ Cl. UJ f-I <( 0:::: c Q) -0 ( f--> z u Q) Cl Q) U5 1 z f-<( UJ <( Cl.~ UJ Q) 0 (J .!::l Q) ( UJ _J 0:::: u :0 "' _J 0 Q) (/) Cl ( u UJ f-a <( ~ > z ro z -g <( ....., ro 0 z> _J t:.. 0 ..... 0 _J Q) 0 <( UJ ~ 0 ro .8 -> 4 u g: z u 0 f-"' ~ ~ 2 <( ( z LL -' 0 ro o 0 ( s <( 0 a.. _J _J c: 0 I Q) UJ iii -' _J u ~ t _J (i) j <( F UJ I Cf) Name AC 0.33 0.56 ( min min min (in/hr) cfs DA-1 0.41 ( 3.84 0.00 10.00 11.15 3.38 DA-2 1.50 3.93 0.00 21.76 7.73 8.58 ' DA-3 0.43 ( 1.84 0.00 10.00 11.15 3.55 DA-4 0.70 ( 1.48 0.00 16.58 8.89 4.60 DA-5 0.36 ( 3.07 0.00 10.00 11.15 2.97 DA-6 2.86 , 3.38 0.00 18.25 8.47 17.93 , DA-6A 1.84 5.19 0.00 26.02 7.00 9.54 DA-7 0.32 ( 1.75 0.00 10.00 11.15 2.64 DA-8 1.30 1.69 0.00 16.40 8.93 8.59 DA-9 0.26 ( 3.13 0.00 10.00 11.15 2.14 DA-10 1.81 , 2.87 0.00 13.13 9.92 13.29 DA-11 0.91 ( 1.58 0.00 26.95 6.87 4.62 DA-12 0.24 ( 2.87 0.00 10.00 11.15 1.98 DA-13 1.06 2.58 0.00 15.19 9.27 7.27 DA-14 0.20 ( 2.58 0.00 10.00 11.15 1.65 DA-15 0.73 ( 5.21 0.00 10.00 11.15 6.02 DA-16A 2.38 ' 2.73 0.00 15.38 9.22 17.67 DA-168 0.20 1.38 0.00 10.00 11.15 2.14 DA-17 2.00 2.23 0.00 10.00 11.15 21.40 DA-17A 0.38 1.45 0.00 10.00 11.15 4.07 DA-178 0.59 3.13 0.00 10.00 11.15 6.31 DA-18 1.26 0.81 1.23 0.00 10.00 11.15 7.84 DA-18A 0.94 0.32 0.20 0.00 10.00 11.15 7.92 DA-188 0.45 0.45 0.00 10.00 11.15 4.82 DA-offsite +comm 20.92 18.79 6.17 1.85 35.59 5.84 73.36 DA· DA-1 Tc TvnP n Tc Shallow Unoaved Tc Shallow Paved Tc Shallow Paved DA: DA-2 Tc Type Surface n Tc Shallow Unpaved Tc Shallow Paved Tc Shallow Paved DA: DA-3 Tc Tvoe Surface n Tc Shallow Unoaved Tc Shallow Paved Tc Shallow Paved DA. DA-4 Tc Type Surface n Tc Shallow Unpaved Tc Shallow Paved Tc Shallow Paved DA: DA-5 Tc Type Surface n Tc Shallow Unpaved Tc Shallow Paved Tc Shallow Paved DA: DA-6 Tc Type Surface n Tc Shallow Tc Shallow Paved Tc Shallow Paved DA: DA-6A Tc Type Surface n Tc Shallow Paved Tc Shallow Paved Tc Shallow Paved DA. DA-7 Tc Type Surface n Tc Shallow Unpaved Tc Shallow Paved Tc Shallow DA· DA-8 Tc Type Surface n Tc Shallow Tc Shallow Paved Tc Shallow DA: DA-9 Tc Type Surface n Tc Shallow Tc Shallow Paved Tc Shallow Paved DA: DA-10 Tc Tvpe Surface n Tc Shallow Tc Shallow Paved Tc Shallow Paved DA: DA-11 Tc Tvoe Surface n Tc Shallow Tc Shallow Paved Tc Shallow Paved Kyle View Estates Job No. 7066 Tc Cales -Shallow Concentrated Flow Dist Slooe Cum. Dist. 122 0.0109 122 386 0.0121 508 Dist Slope Cum. Dist. 111 0.0108 111 410 0.0121 521 Dist Slope Cum. Dist. 199 0.0121 199 109 0.062 308 Dist Slope Cum. Dist. 151 0.0121 151 109 0.062 260 Dist Slope Cum. Dist. 144 0.0062 144 235 0.015 379 Dist Slope Cum. Dist. 0 233 0.0062 233 143 0.015 376 Dist Slope Cum. Dist. 190 0.0151 190 334 0.006 524 67 0.02 591 Dist Slope Cum. Dist. 0 257 0.0145 257 257 Dist Slope Cum. Dist. 0 248 0.0145 248 248 Dist Slope Cum. Dist. 0 221 0.006 221 146 0.0232 367 Dist Slope Cum. Dist. 0 197 0.006 197 146 0.0232 343 . Dist Slope Cum. Dist. 0 120 0.0169 120 106 0.0112 226 V Goel V if app. 16.1345 20.3282 2.122326 20.3282 2.236102 V Goel V if OPP. 16.1345 20.3282 2.112569 20.3282 2.236102 V Goel V if app. 16.1345 20.3282 2.236102 20.3282 5.061681 VCoef Vil app. 16.1345 20.3282 2.236102 20.3282 5.061681 VCoef V if app. 16.1345 20.3282 1.600644 20.3282 2.489686 V Goel V if OPP. 16.1345 0 20.3282 1.600644 20.3282 2.489686 V Goel V if app. 20.3282 2.497971 20.3282 1.574616 20.3282 2.874842 V Goel V if app. 16.1345 0 20.3282 2.447839 20.3282 0 V Goel V if app. 16.1345 0 20.3282 2.447839 20.3282 0 VCoef v if app. 16.1345 0 20.3282 1.574616 20.3282 3.096299 V Coef v if app. 16.1345 0 20.3282 1.574616 20.3282 3.096299 V Coef v if •PP. 16.1345 0 20.3282 2.642666 20.3282 2.151334 L= Tc (min) 0.958068 2.87703 Tc (min)- L= Tc (min) 0.875711 3.055913 Tc (min)= L= Tc (min) 1.483236 0.358906 Tc (min)- L= Tc(min) 1.12547 0.358906 Tc (min)= L= Tc (min) 1.499396 1.573157 Tc (min)- L= Tc (min) 2.426107 0.957283 Tc (min)= L= Tc (min) 1.267696 3.535254 0.388427 Tc (min)= L= Tc(min) 1.749842 Tc (min)= L= Tc (min) 1.688564 Tc (min)- L= Tc (min) 2.339195 0.785884 Tc (min)= L= Tc(min) 2.085165 0.785884 Tc Cminl = L= Tc(min) 0.756811 0.821196 Tc (min)= 508 Tc Cum. 0.958068 3.835099 3.84 521 Tc Cum. 0.875711 3.931624 3.93 308 Tc Cum. 1.483236 1.842142 1.84 260 Tc Cum. 1.12547 1.484376 1.48 379 Tc Cum. 1.499396 3.072553 3.07 376 Tc Cum. 0 2.426107 3.383389 3.38 591 Tc Cum. 1.267696 4.80295 5.191377 5.19 257 Tc Cum. 1.749842 1.749842 1.75 248 Tc Cum. 1.688564 1.688564 1.69 367 Tc Cum. 2.339195 3.12508 3.13 343 Tc Cum. 0 2.085165 2.871049 2.87 226 Tc Cum. 0 0.756811 1.578007 1.58 1of2 3:59 PM 512812008 DA· DA-12 Tc Tvoe Surface n Tc Shallow Paved Tc Shallow Paved Tc Shallow Paved DA: DA-13 Tc Tvpe Surface n Tc Shallow Tc Shallow Paved Tc Shallow DA: DA-14 Tc TvPe Surface n Tc Shallow Tc Shallow Paved Tc Shallow DA DA-15 Tc Tvpe Surface n Tc Shallow Tc Shallow Paved Tc Shallow Paved DA-DA-16A Tc Type Surface n Tc Shallow Paved Tc Shallow Paved Tc Shallow Paved DA: DA-168 Tc Tvpe Surface n Tc Shallow Paved Tc Shallow Paved Tc Shallow Paved DA: DA-17 Tc Type Surface n Tc Shallow Paved Tc Shallow Paved Tc Shallow DA DA-17A Tc Tvpe Surface n Tc Shallow Paved Tc Shallow Paved Tc Shallow DA· DA-178 Tc Tvoo Surface n Tc Shallow Paved Tc Shallow Paved Tc Shallow DA: DA-18 Tc Tvpe Surface n Tc Shallow Unpaved Tc Shallow Paved Tc Shallow DA: DA-18A Tc Type Surface n Tc Shallow Unpaved Tc Shallow Paved Tc Shallow DA: DA-188 Tc Tvpe Surface n Tc Shallow Unpaved Tc Shallow Tc Shallow Kyle View Estates Job No. 7066 Tc Cales -Shallow Concentrated Flow Dist Slope Cum. Dist. 99 0.008 99 179 0.0169 278 108 0.0112 386 Dist Slope Cum. Dist. 333 0.0112 333 333 Dist Slope Cum. Dist. 333 0.0112 333 333 Dist Slope Cum. Dist. 500 0.0099 500 178 0.018 678 Dist Slope Cum. Dist. 168 0.0166 168 286 0.0199 454 0.0199 454 Dist Slope Cum. Dist. 134 0.02 134 133 0.0327 267 0.01 267 Dist Slope Cum. Dist. 300 0.02 300 85 0.02 385 385 Dist Slope Cum. Dist. 132 0.0328 132 81 0.006 213 213 Dist Slope Cum. Dist. 210 0.0199 210 180 0.006 390 390 Dist Slope Cum. Dist. 42 0.025 42 116 0.01 158 158 Dist Slope Cum. Dist. 28 0.02 28 0.02 28 28 Dist Slope Cum. Dist. 55 0.01 55 0.02 55 55 V Coe! v if app. 20.3282 1.818209 20.3282 2.642666 20.3282 2.151334 v Coe! Vif app. 16.1345 20.3282 2.151334 20.3282 V Coe! Vif app. 16.1345 20.3282 2.151334 20.3282 VCoef Vif app. 16.1345 20.3282 2.02263 20.3282 2.727314 V Coe! v if app. 20.3282 2.619105 20.3282 2.867646 20.3282 2.867646 V Coe! V if app. 20.3282 2.874842 20.3282 3.675977 20.3282 2.03282 v Coe! V if app. 20.3282 2.874842 20.3282 2.874842 20.3282 0 V Coe! V if aPo. 20.3282 3.681594 20.3282 1.574616 20.3282 0 V Coe! v if app. 20.3282 2.867646 20.3282 1.574616 20.3282 0 V Coe! v if aPP. 16.1345 2.551088 20.3282 2.03282 20.3282 0 V Coe! V if aPp. 16.1345 2.281763 20.3282 2.874842 20.3282 0 v Coe! v if app. 20.3282 2.03282 20.3282 2.874842 20.3282 0 L= Tc(min) 0.907486 1.12891 0.83669 Tc (min)= L= Tc(min) 2.579794 Tc (min)= L= Tc(min) 2.579794 Tc (min)= L= Tc(min) 4.120048 1.087761 Tc (min)- L- Tc (min) 1.069067 1.662223 Tc Cminl = L= Tc(min) 0.776854 0.603014 Tc (min)- L= Tc(min) 1.739226 0.492781 Tc (min)= L= TcCminl 0.597567 0.857352 Tc (min)- L- Tc(min) 1.220513 1.905227 Tc (min) - L= Tc (min) 0.274393 0.95106 Tc (min)- L= Tc (min) 0.20452 Tc (minl - L- Tc (min) 0.450934 Tc (min)- 386 Tc Cum. 0.907486 2.036397 2.873087 2.87 333 Tc Cum. 2.579794 2.579794 2.58 333 Tc Cum. 2.579794 2.579794 2.58 678 Tc Cum. 4.120048 5.207809 5.21 454 Tc Cum. 1.069067 2.73129 2.73129 2.73 267 Tc Cum. 0.776854 1.379869 1.379869 1.38 385 Tc Cum. 1.739226 2.232007 2.232007 2.23 213 Tc Cum. 0.597567 1.454919 1.454919 1.45 390 Tc Cum. 1.220513 3.12574 3.12574 3.13 158 Tc Cum. 0.274393 1.225452 1.225452 1.23 28 Tc Cum. 0.20452 0.20452 0.20452 0.20 55 Tc Cum. 0.450934 0.450934 0.450934 0.45 2 of 2 3:59 PM 512812008 Pond Pack Calculations POST 16 FRE1B ~ ~ ~ ~ • JLNCPOST JLNCFRE • ~ POST 3 ~ Add"1k 50 • JLNC POST 2.3 Add~nk 150 • • Junc20 ~ /Junc10 ,.,~ ~"'~· ... OUT ----A~dd-in_k_20~---~PRE 1 AddWlk.180 Jl.JIC FRE2 • --A~dd-.,-.-,~60--~ FRE; ~ • __ A_dd_in_k-190~-~ FRE3 '•~~'"" JLNCFRE2.3 Table of Contents i Table of Contents ********************** MASTER SUMMARY ********************** Watershed ....... Master Network Swrunary ............ . 1. 01 ********************** TC CALCULATIONS ********************* POST. Tc Cales 2 .01 POST 1. Tc Cales 2 .03 POST lB . Tc Cales 2 .05 POST 2. Tc Cales 2 .09 POST 3 . Tc Cales 2 .13 PRE 1. Tc Cales 2 .17 PRE lB . Tc Cales 2 .19 PRE 2 . Tc Cales 2 .23 PRE 3 . Tc Cales 2 .25 ********************** CN CALCULATI ONS ********************* POST . Runoff CN-Area 3 .01 POST 1. Runoff CN-Area 3 .02 POST lB . Runoff CN-Area 3 .03 POST 2 . Runoff CN-Area 3 .04 POST 3 . Runoff CN-Area 3 .05 S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems, Inc . 5/28/2008 Table of Contents ii S/N: Table of Contents (continued) PRE l. Runoff CN-Area 3 .06 PRE lB. Runoff CN-Area 3 .07 PRE 2 . Runoff CN-Area 3.08 PRE 3 . Runoff CN -Area 3 .09 *********************** POND VOLUMES *********************** POND lB ......... Vol : Elev-Area 4 .01 POND POST ....... Vol : Elev-Area 4 .02 ******************** OUTLET STRUCTURES ********************* OUT ............. Outlet Input Data ................. . Composite Rati ng Curve ............ . OUT lB .......... Outlet Input Data ................. . Composite Rating Curve ............ . 5 .01 5 .04 5 .10 5 .12 *********************** POND ROUTING *********************** POND lB ......... Pond E-V-Q Table ................... 6 .01 POND lB IN 2 Node : Pond Inf low Summary .......... 6 .13 POND lB IN 10 Node : Pond Inflow Summary .......... 6 .17 POND l B IN 25 Node: Pond Inflow Summary .......... 6 .21 POND lB IN 50 Node : Pond Infl ow Summary .......... 6 .25 Bentley PondPack (10 .00 .027 .00) 4 :59 PM Ben tley Systems , Inc . 5/28/2008 Table of Contents ii S /N: Table of Contents (continued) PRE l. Runoff CN-Area 3.06 PRE lB. Runoff CN-Area 3 .07 PRE 2. Ru noff CN-Area 3 .08 PRE 3. Runoff CN-Area 3.09 *********************** POND VOLUMES *********************** POND lB ......... Vol : Elev-Area 4 .01 POND POST ....... Vol : Elev-Area 4 .02 ******************** OUTLET STRUCTURES ********************* OUT ............. Outl et Input Data ................. . Compos ite Rating Cur ve ............ . OUT lB .......... Outlet Input Data ................. . Composite Rating Curve ............ . 5 .01 5 .04 5 .10 5 .12 *********************** POND ROUTING *********************** POND lB ......... Pond E-V-Q Table ................... 6 .01 POND lB IN 2 Node : Pond I nflow Summary .......... 6.13 POND lB IN 10 Node : Pond I nflow Summary .......... 6 .17 POND lB IN 25 Node : Pond Inf low Summary .......... 6.21 POND lB IN 50 Node: Pond Inflow Summary .......... 6 .25 Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems, Inc . 5 /28 /2008 Table of Contents Table of Contents (continued) POND 1B IN 100 Node : Pond Inf low Surmnary .......... POND 1B OUT 2 Pond Routing Surmnary ............... Pond Routed HYG (total out) ........ POND 1B OUT 10 Pond Routing Surmnary ............... Pond Routed HYG (total out) ........ POND 1B OUT 25 Pond Routing Surmnary ............... Pond Routed HYG (total out) ........ POND 1B OUT 50 Pond Routing Surmnary ............... Pond Routed HYG (total out) ........ POND 1B OUT 100 Pond Routing Surmnary ............... Pond Routed HYG (total out) ........ POND POST ....... Pond E-V-Q Table ................... POND POST IN 2 Node : Pond Inf low Surmnary .......... POND POST IN 10 Node : Pond Inf low Surmnary .......... POND POST IN 25 Node : Pond Inflow Surmnary .......... POND POST IN 50 Node : Pond Inf low Surmnary .......... POND POST IN 100 Node : Pond Inf low Summary .......... POND POST OUT 2 Pond Routing Surmnary ............... Pond Routed HYG (total out) ........ POND POST OUT 10 Pond Routing Summary ............... Pond Routed HYG (total out) ........ S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM iii 6 .29 6 .33 6 .34 6 .38 6 .39 6 . 43 6 .44 6 .48 6 . 4 9 6.53 6 .54 6 .58 6 .70 6 .74 6 .78 6 .82 6 .86 6 .90 6 .91 6 .94 6 .95 Bentley Systems, Inc . 5/28/2008 Table of Contents iv Table of Contents (continued) POND POST OUT 25 Pond Routing Summary ............... 6 .99 Pond Routed HYG (total ou t) . . . . . . . 6 .100 POND POST OUT 50 Pond Routing Summary .............. 6 .104 Pond Routed HYG (total out) ....... 6 .105 POND POST OUT 100 Pond Routing Summary .............. 6 .109 Pond Routed HYG (total out) ....... 6 .110 S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc. 5/28/2008 Table of Contents Table of Contents (continued) POND POST OUT 25 Pond Routing Summary ............... Pond Routed HYG (total out ) ....... POND POST OUT 50 Pond Routing Summary .............. Pond Routed HYG (total out) ....... POND POST OUT 100 Pond Routing Summary .............. Pond Routed HYG (total out) ....... S/N: Bentley PondPack (10.00 .027.00) 4 :59 PM iv 6 .99 6.100 6.104 6 .105 6 .109 6 . llO Bentley Systems , Inc. 5 /28/2 008 ( Type .... Master Network Summary Page 1 .01 Name .... Watershed File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage MASTER DESIGN STORM SUMMARY Network Storm Collection : B/CS Total Depth Rainfall Return Event in Type RNF ID -------------------------------------------------- 2 5 10 25 50 100 4 .5000 Synthe tic Curve Type III 6 .2000 Synthetic Curve Type III 7 .4000 Synthetic Curve Type III 8 .4000 Synthetic Curve Type III 9 .8000 Synthetic Curve Type III 11. 0000 Synthetic Curve Type III MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall ; +Node=Diversion;) 24hr 24hr 24hr 24hr 24hr 24hr (Trun= HYG Truncation : Blank=None ; L=Left; R=Rt ; LR=Left&Rt) Return HYG Vol Qpeak Qpeak Node ID Type Event ac-ft Trun hrs cf s -------------------------------------------------- JUNC 10 JCT 2 18 .688 12 .5000 121 .61 JUNC 10 JCT 5 30 .932 12 .5000 202 .21 JUNC 10 JCT 10 40 .039 12 .5000 260 .93 JUNC 10 JCT 25 47 .817 12 .4500 310 .59 JUNC 10 JCT 50 58 .909 12 .4500 380 .86 JUNC 10 JCT 100 68 .556 12 .4500 4 41. 22 JUNC 20 JCT 2 23 .121 12 .6000 105 .97 JUNC 20 JCT 5 36 .493 12 .5500 179 .57 JUNC 20 JCT 10 46 .176 12 .5500 227 .92 JUNC 20 JCT 25 54 .340 12 .5500 269 .07 JUNC 20 JCT 50 65 .870 12 .5500 332 .00 JUNC 20 JCT 100 75 .821 12 .5500 387 .36 S/N: Bentley PondPack (10 .00 .027.00) 4 :59 PM Max Max WSEL Pond Storage ft ac-ft -------------------- Bentley Systems , Inc. 5/28/2008 Type .... Master Network Summary Page 1 .02 Name .... Watershed File .... Z :\7000\7066 -Kyle View (Aspen Heights) Subdivisi on\ENG\Drainage\prelim_drainage MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation : Blank=None ; L=Left; R=Rt ; LR=Left&Rt) Return HYG Vol Qpeak Qpeak Node ID Type Event ac-ft Trun hrs cf s -------------------------------------------------- JUNC POST JCT 2 17 .078 12 .7000 69 .57 JUNC POST JCT 5 27 .012 12 .6000 120 .17 JUNC POST JCT 10 34 .191 12 .5500 153 .32 JUNC POST JCT 25 40 .238 12 .6000 182 .06 JUNC POST JCT 50 48 .773 12 .6000 227 .29 JUNC POST JCT 100 56.135 12 .5500 267 .55 JUNC POST 2 JCT 2 2 .732 12 .5000 18.40 JUNC POST 2 JCT 5 4 .151 12 .4500 27 .51 JUNC POST 2 JCT 10 5 .172 12 .4500 33.94 JUNC POST 2 JCT 25 6 .030 12 .4500 39.28 JUNC POST 2 JCT 50 7 .238 12 .4500 46.72 JUNC POST 2 JCT 100 8 .279 12 .4500 53 .06 JUNC POST 2 ,3 JCT 2 6 .043 12 .5000 38 .57 JUNC POST 2 ,3 JCT 5 9 .481 12 .5000 60 .06 JUNC POST 2 ,3 JCT 10 11. 985 12 .5000 75 .38 JUNC POST 2 ,3 JCT 25 14 .102 12 .5000 88 .16 JUNC POST 2 ,3 JCT 50 17 .097 12 .5000 106.03 JUNC POST 2 ,3 JCT 100 19.686 12 .5000 121. 31 JUNC PRE JCT 2 12 .603 12.5000 82 .87 JUNC PRE JCT 5 20 .684 12 .4500 136. 78 JUNC PRE JCT 10 26.673 12 .4500 176 .07 JUNC PRE JCT 25 31. 780 12 .4500 209 .12 JUNC PRE JCT 50 39.052 12 .4500 255 .58 JUNC PRE JCT 100 45 .369 12 .4500 295 . 43 JUNC PRE 1B JCT 2 7 . 272 12 .5500 45 .57 JUNC PRE lB JCT 5 11 . 706 12 .5500 73.16 JUNC PRE 1B JCT 10 14 .964 12 .5500 92 . 99 JUNC PRE 1B JCT 25 17 .730 12 .5500 109.59 JUNC PRE 1B JCT 50 21.655 12 .5500 132 .84 JUNC PRE 1B JCT 100 25 .056 12 .5500 152 .73 S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Max Max WSEL Pond Storage ft ac-ft -------------------- Ben tley Systems , Inc . 5/28/2008 Type .... Master Network Summary Page 1. 02 Name .... Watershed File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Return HYG Vol Qpeak Qpeak Node ID Type Event ac-ft Trun hrs cfs --------------------------------------------------------JUNC POST JCT 2 17.078 12.7000 69.57 JUNC POST JCT 5 27.012 12.6000 120.17 JUNC POST JCT 10 34.191 12.5500 153.32 JUNC POST JCT 25 40.238 12.6000 182.06 JUNC POST JCT 50 48.773 12.6000 227.29 JUNC POST JCT 100 56.135 12.5500 267.55 JUNC POST 2 JCT 2 2.732 12.5000 18. 40 JUNC POST 2 JCT 5 4.151 12.4500 27.51 JUNC POST 2 JCT 10 5.172 12.4500 33. 94 JUNC POST 2 JCT 25 6.030 12.4500 39.28 JUNC POST 2 JCT 50 7.238 12.4500 46.72 JUNC POST 2 JCT 100 8.279 12.4500 53.06 JUNC POST 2,3 JCT 2 6.043 12.5000 38.57 JUNC POST 2,3 JCT 5 9.481 12.5000 60.06 JUNC POST 2,3 JCT 10 11. 985 12.5000 75.38 JUNC POST 2,3 JCT 25 14.102 12.5000 88.16 JUNC POST 2,3 JCT 50 17.097 12.5000 106.03 JUNC POST 2,3 JCT 100 19.686 12.5000 121.31 JUNC PRE JCT 2 12.603 12.5000 82.87 JUNC PRE JCT 5 20.684 12.4500 136.78 JUNC PRE JCT 10 26.673 12.4500 176.07 JUNC PRE JCT 25 31. 780 12.4500 209.12 JUNC PRE JCT 50 39.052 12.4500 255.58 JUNC PRE JCT 100 45.369 12.4500 295.43 JUNC PRE lB JCT 2 7. 272 12.5500 45.57 JUNC PRE lB JCT 5 11. 706 12.5500 73.16 JUNC PRE lB JCT 10 14.964 12.5500 92.99 JUNC PRE lB JCT 25 17.730 12.5500 109.59 JUNC PRE lB JCT 50 21. 655 12.5500 132.84 JUNC PRE lB JCT 100 25.056 12.5500 152.73 S/N: Bentley PondPack (10.00.027.00) 4:59 PM Max Max WSEL Pond Storage ft ac-ft --------------------Bentley Systems, Inc. 5/28/2008 ( Type .... Master Network Summary Page 1 .03 Name .... Watershed File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall ; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left ; R=Rt; LR=Left&Rt ) Return HYG Vol Qpeak Qpeak Node ID Type Event ac-ft Trun hrs cfs -------------------------------------------------- JUNC PRE 2 JCT 2 2 .688 12 .5000 18 .59 JUNC PRE 2 JCT 5 4 .527 12 .4500 31. 59 JUNC PRE 2 JCT 10 5 .904 12 .4500 41 .16 JUNC PRE 2 JCT 25 7 .084 12 .4500 49 .26 JUNC PRE 2 JCT 50 8 . 772 12 .4500 60 .67 JUNC PRE 2 JCT 100 10 .243 12 .4500 70 .49 JUNC PRE 2 ,3 JCT 2 6 .085 12 .5000 38 .74 JUNC PRE 2 ,3 JCT 5 10 .248 12 .5000 66 .05 JUNC PRE 2 ,3 JCT 10 13 .365 12 .5000 86 .14 JUNC PRE 2 ,3 JCT 25 16.037 12 .5000 103 .12 JUNC PRE 2 ,3 JCT 50 19 .857 12 .5000 127 .09 JUNC PRE 2 ,3 JCT 100 23 .186 12 .5000 14 7 . 72 *OUT JCT 2 41. 809 12 .5500 224 .81 *OUT JCT 5 67 .425 12 .5000 380 .93 *OUT JCT 10 86 .214 12 .5000 488 .48 *OUT JCT 25 102 .156 12 .5000 579 .06 *OUT JCT 50 124 .779 12 .5000 710 . 23 *OUT JCT 100 144 .376 12 .5000 825 .55 POND lB IN POND 2 10.032 12 .5000 61. 41 POND lB IN POND 5 14 .892 12 .5000 89 .65 POND lB IN POND 10 18 .363 12 .5000 109 .44 POND lB IN POND 25 21 . 270 12 .5000 125 .84 POND lB IN POND 50 25 .355 12 .5000 148 .69 POND 1B IN POND 100 28 .866 12 .5000 168 .19 POND 1B OUT POND 2 8 .007 12 .8500 44 . 72 POND 1B OUT POND 5 12 .867 12 .8000 73 .64 POND 1B OUT POND 10 16.338 12 .7500 92 .06 POND 1B OUT POND 25 19.245 12 .7500 108 .52 POND lB OUT POND 50 23 .330 12 .7000 132 .55 POND lB OUT POND 100 26.841 12 .7000 152 .68 S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Max Max WSEL Pond Storage ft ac-ft -------------------- 338 .01 3 .664 338 .60 4 .374 338 .94 4 .790 339 .18 5 .092 339 .45 5 .440 339 .65 5 .700 Bentley Systems , Inc. 5/28/2008 Type .... Master Network Summary Page 1 .04 Name .... Watershed File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall ; +Node=Diversion;) (Trun= HYG Truncation : Blank=None ; L=Left; R=Rt ; LR=Left&Rt) Return HYG Vol Qpeak Qpeak Node ID Type Event ac-ft Trun hrs cfs -------------------------------------------------- POND POST IN POND 2 4 .208 12 .3000 33 .22 POND POST IN POND 5 6.106 12 .3000 47 .25 POND POST IN POND 10 7 .454 12 .3000 57 .07 POND POST IN POND 25 8 .580 12 .3000 65 .21 POND POST IN POND 50 10.159 12 .3000 76 .57 POND POST IN POND 100 11. 514 12 .3000 86 .28 POND POST OUT POND 2 4 .208 13 .8000 3 .22 POND POST OUT POND 5 6 .106 14 .2500 4 .28 POND POST OUT POND 10 7 .454 13 .5500 6.91 POND POST OUT POND 25 8 .580 13 . 3500 9 .41 POND POST OUT POND 50 10.159 13 .1000 15 .00 POND POST OUT POND 100 11. 514 12 .9000 16 .80 POST AREA 2 4 .208 12.3000 33 .22 POST AREA 5 6 .106 12.3000 47 .25 POST AREA 10 7 .454 12 .3000 57 .07 POST AREA 25 8 .580 12.3000 65 .21 POST AREA 50 10 .159 12 .3000 76 .57 POST AREA 100 11. 514 12 .3000 86 .28 POST 1 AREA 2 4 .863 12 .4000 36 .00 POST 1 AREA 5 8 .039 12 .4000 59 .74 POST 1 AREA 10 10 .399 12 .4000 77 .01 POST 1 AREA 25 12 . 413 12 .4000 91. 53 POST 1 AREA 50 15 .284 12 .4000 111. 95 POST 1 AREA 100 17 .780 12 .4000 129 .47 POST lB AREA 2 10 .032 12 .5000 61. 41 POST lB AREA 5 14 .892 12 .5000 89.65 POST lB AREA 10 18 .363 12 .5000 109.44 POST lB AREA 25 21 .270 12 .5000 125.84 POST lB AREA 50 25 .355 12 .5000 1 48 .69 POST lB AREA 100 28.866 12 .5000 168 .19 S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Max Max WSEL Pond Storage ft ac-ft -------------------- 333 .66 2 .144 334 .77 3 .318 335.35 3 .956 335.80 4 .477 336.39 5 .181 336.92 5 .830 Bentley Systems , Inc. 5/28/2008 Type .... Master Network Summary Page 1 .04 Name .... Watershed File .... Z:\7000\7066 -Kyle yiew (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall ; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left ; R=Rt ; LR=Left&Rt ) Return HYG Vol Qpeak Qpeak Node ID Type Event ac-ft Trun hrs cfs -------------------------------------------------- POND POST IN POND 2 4.208 12.3000 33 . 221 POND POST IN POND 5 6 .106 12.3000 47.25 POND POST IN POND 10 7.454 12.3000 57 .07 POND POST IN POND 25 8 .580 12.3000 65.21 POND POST IN POND 50 10.159 12 .3000 76.57 POND POST IN POND 100 11.514 12 .3000 86.28 POND POST OUT POND 2 4.208 13 .8000 3.22 POND POST OUT POND 5 6 .106 14.2500 4 .28 POND POST OUT POND 10 7 .454 13 .5500 6.91 POND POST OUT POND 25 8.580 13.3500 9.41 POND POST OUT POND 50 10.159 13 .1000 15.00 POND POS T OUT POND 100 11. 51 4 12.9000 16 .80 POST AREA 2 4.208 12.3000 33.22 POST AREA 5 6 .106 12.3000 47.25 POST AREA 10 7.454 12.3000 57.07 POST AREA 25 8.580 12 .3000 65 .21 POST AREA 50 10 .159 12.3000 76.57 POST AREA 100 11. 514 12 .3000 86.28 _POST 1 AREA 2 4 .863 12.4000 36.00 POST 1 AREA 5 8.039 12 .4000 59.74 POST 1 AREA 10 10.399 12.4000 77.01 POST 1 AREA 25 12 .413 12.4000 91 .53 POST 1 AREA 50 15 .284 12 .4000 111. 95 POST 1 AREA 100 17 .780 12.4000 129.47 POST lB AREA 2 10.032 12 .5000 61. 41 POST lB AREA 5 14 .892 12 .5000 89 .65 POST lB AREA 10 18.363 12 .5000 109.44 POST lB AREA 25 21. 270 12 .5000 125.84 POST lB AREA 50 25.355 12.5000 148.69 POST lB AREA 1 00 28 .866 12.5000 168 .19 S/N: Bentley PondPack (10.00 .027 .00) 4 : 59 PM Max Max WSEL Pond Storage ft ac-ft -------------------- 333 .66 2 .144 334 .77 3 .318 335 .35 3 .956 335.80 4.477 336.39 5 .181 336 .92 5 .830 Bentley Systems, Inc. 5/28/2008 ( ( Type .... Master Network Summary Page 1 .05 Name .... Watershed File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation : Blank=None ; L=Left; R=Rt ; LR=Left&Rt) Return HYG Vol Qpeak Qpeak Node ID Type Event ac-ft Trun hrs cf s -------------------------------------------------- POST 2 AREA 2 2 .732 12 .5000 18 .40 POST 2 AREA 5 4 .151 12 .4500 27 .51 POST 2 AREA 10 5 .172 12 .4500 33 .94 POST 2 AREA 25 6 .030 12 .4500 39.28 POST 2 AREA 50 7 .238 12 .4500 46 .72 POST 2 AREA 100 8 .279 12 .4500 53 .06 POST 3 AREA 2 3 . 311 12 .5500 20 .53 POST 3 AREA 5 5 .329 12 .5500 33 .00 POST 3 AREA 10 6 .813 12 .5500 41 .97 POST 3 AREA 25 8 . 072 12 .5500 49 .48 POST 3 AREA 50 9 .859 12 .5500 60 .00 POST 3 AREA 100 11. 407 12 .5500 69 .00 PRE 1 AREA 2 5 .331 12 .4000 39 .04 PRE 1 AREA 5 8 .978 12 .4000 66 . 46 PRE 1 AREA 10 11 . 709 12 .4000 86.59 PRE 1 AREA 25 14 .050 12 .4000 103.61 PRE 1 AREA 50 17 .397 12 .4000 127 .62 PRE 1 AREA 100 20 .313 12 .4000 148 .27 PRE lB AREA 2 7 .272 12 .5500 45 .57 PRE 1B AREA 5 11 . 706 12 .5500 73 .16 PRE 1B AREA 10 14 .964 12 .5500 92 .99 PRE lB AREA 25 17 .730 12 .5500 109.59 PRE 1B AREA 50 21.655 12 .5500 132 . 84 PRE lB AREA 100 25 .056 12 .5500 152 .73 PRE 2 AREA 2 2 .688 12 .5000 18 .59 PRE 2 AREA 5 4 .527 12 .4500 31. 59 PRE 2 AREA 10 5 .904 12 .4500 41.16 PRE 2 AREA 25 7 .084 12 .4500 49 . 26 PRE 2 AREA 50 8 .772 12 .4500 60 .67 PRE 2 AREA 100 10 .243 12 .4500 70 .49 S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Max Max WSEL Pond Storage ft ac-ft -------------------- Bentley Sys tems, Inc. 5/28/2008 Type .... Master Network Summary Page 1 .06 Name .... Watershed File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None ; L=Left ; R=Rt; LR=Left&Rt) Return HYG Vol Qpeak Qpeak Node ID Type Event ac-ft Trun hrs cf s -------------------------------------------------- PRE 3 AREA 2 3 .397 12 .6000 20 .66 PRE 3 AREA 5 5 . 721 12 .6000 35.09 PRE 3 AREA 10 7 .461 12 .6000 45.67 PRE 3 AREA 25 8 .953 12 .6000 54 .62 PRE 3 AREA 50 11. 085 12 .6000 67 .25 PRE 3 AREA 100 12 .944 12 .5000 78 .13 S/N: Bentley PondPack (10 .00.027.00) 4 : 59 PM Max Max WSEL Pond St orage ft ac-ft -------------------- Bentley Systems , Inc . 5/28/2008 Type .... Master Network Surrunary Page 1.06 Name .... Watershed File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage. MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left ; R=Rt ; LR=Left&Rt) Return HYG Vol Qpeak Qpeak Node ID Type Event ac-ft Trun hrs cf s -------------------------------------------------- PRE 3 AREA 2 3 .397 12.6000 20.66 PRE 3 AREA 5 5. 721 12 .6000 35.09 PRE 3 AREA 10 7 . 4 61 12.6000 45.67 PRE 3 AREA 25 8 .953 12.6000 54 .62 PRE 3 AREA 50 11.085 12 .6000 67. 25 PRE 3 AREA 100 12 .944 12 .5000 78 .13 S/N : Bentley PondPack (10.00 .027.00) 4 :59 PM Max Max WSEL Pond Storage ft ac-ft -------------------- Bentley Systems, Inc. 5/28/2008 ( Type .... Tc Cales Page 2 .01 Name .... POST File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TIME OF CONCENTRATION CALCULATOR ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Segment #1 : Tc: TR-55 Sheet Mannings n . 4100 Hydraulic Length 88 .00 ft 2yr , 24hr P 4 .5000 in Slope .020000 ft/ft Avg .Velocity .09 ft/sec Segment #2 : Tc : TR-55 Shallow Hydraulic Length Slope Paved Avg .Velocity S/N : 1193 .00 ft . 010000 ft/ft 2 .03 ft/sec Bentley PondPack (10 .00 .027 .00) Segment #1 Time : Segment #2 Time : Total Tc : 4 :59 PM .2779 hrs .1630 hrs .4409 hrs Bentley Systems , Inc . 5/28/2008 Type .... Tc Cales Page 2 .02 Name .... POST File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Tc Equations used ... SCS TR-55 Sheet Flow ============================================== Tc= (.007 * ((n * Lf)**0.8)) I ((P**.5) * (Sf**.4 )) Where: Tc Time of concentration, hrs n Mannings n Lf Flow length, ft p 2yr, 24hr Rain depth, inches Sf Slope, % SCS TR-55 Shallow Concentrated Flow =============================== S/N: Unpaved surface : V = 16 .1345 * (Sf**O . 5) Paved surface: V 20 . 3282 * (Sf**O . 5) Tc (Lf I V) I (3600sec/hr) Where : V Sf Tc Lf Velocity, ft/sec Slope, ft/ft Time of concentration, hrs Flow length, ft Bentley PondPack (10 .00 .027.00) 4:59 PM Bentley Systems , Inc. 5/28/2008 Type .... Tc Cales Page 2 .02 Name .... POST File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Tc Equations used ... SCS TR-55 Sheet Flow =~=========================================== Tc= (.007 * ((n * Lf)**0 .8)) I ((P**.5) * (Sf**.4)) Where : Tc Time of concentr ation, hrs n Mannings n Lf Flow length, ft p 2yr, 24hr Rain depth, inches Sf Slope, % SCS TR-55 Shallow Concentrated Flow =============================== S/N : Unpaved surface: V = 16.1345 * (Sf**0.5 ) Paved surface: V 20.3282 * (Sf**0 .5 ) Tc (Lf I V) I (3600sec/hr) Where: V Sf Tc Lf Velocity, ft/sec Slope, ft/ft Time of concentration, hrs Flow length, ft Bentley PondPack (10.00 .027.00) 4:59 PM Bentley Systems, Inc. 5 /28/2008 ( Type .... Tc Cales Page 2 .03 Name .... POST 1 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage TIME OF CONCENTRATION CALCULATOR ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Segment #1 : Tc : TR-55 Sheet Mannings n . 4100 Hydraulic Length 149 .00 ft 2yr, 24hr P 4 .5000 in Slope .020000 ft/ft Avg .Velocity .10 ft/sec Segment #2 : Tc : TR-55 Shallow Hydraulic Length Slope Paved Avg .Velocity 598 .00 ft .010000 ft/ft 2 .03 ft/sec Segment #3 : Tc : TR-55 Shallow Hydraulic Length Slope Unpaved Avg .Velocity S/N : 500 .00 ft .026000 ft/ft 2 .60 ft/sec Bentley PondPack (10 .00 .027 .00) Segment #1 Time : Segment #2 Time : Segment #3 Time : Total Tc : 4 : 59 PM .4235 hrs .0817 hrs .0534 hrs .5586 hrs Bentley Systems, Inc . 5/28/2008 Type .... Tc Cales Page 2 .04 Name .... POST l File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage Tc Equations used ... SCS TR-55 Sheet Flow ============================================== Tc= (.007 * ((n * Lf)**0 .8)) I ((P**.5 ) * (Sf**.4)) Where : Tc Time of concentrati on, hrs n Mannings n Lf Flow length, ft p 2yr, 24hr Rain depth, inches Sf Slope, % SCS TR-55 Shallow Concentrated Flow =============================== S/N: Unpaved surface: V = 16 .1345 * (Sf**O . 5) Paved surface : V 20 . 3282 * (Sf**O . 5) Tc (Lf I V) I (3600sec/hr) Where : V Sf Tc Lf Velocity, ft /sec Slope, ft/ft Time of con centrati on, hrs Flow length, ft Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Syst ems , Inc . 5/28/2008 Type .... Tc Cales Page 2 .04 Name .... POST 1 File .... Z:\7000 \7066 -Kyle View (Aspen Heights ) Subdi vision\ENG \Dr ainage\prel im_drainage Tc Equations used ... SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0 .8)) I ((P**.5) * (Sf**.4)) Where: Tc Time of conce nt ration, h rs n Mannings n Lf Flow l ength, ft p 2yr, 24hr Rain depth, i n c hes Sf Slop e , % SCS TR-55 Shall ow Concentra t ed Fl ow =============================== S/N: Unpaved s urface: V = 16 .1345 * (Sf**O . 5) Paved surf ace: V 20. 3282 * (Sf**O . 5) Tc (Lf I V) I (3600sec /h r ) Where: V Sf Tc Lf Veloci ty, ft /s ec Slope, ft/ft Time of concentration, h rs Flow length, f t Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Tc Cales Page 2 .05 Name .... POST lB File .... Z:\7000\7066 -Kyle View (Aspen Heights} Subdivision\ENG\Drainage\prelim_drainage ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TIME OF CONCENTRATION CALCULATOR ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Segment #1 : Tc : TR-55 Sheet Mannings n .2400 Hydrauli c Length 300 .00 ft 2yr, 24hr P 4 .5000 in Slope .023200 ft/ft Avg .Velocity .18 ft/sec Segment #2 : Tc : TR -55 Shallow Hydraulic Length Slope Unpaved Avg .Velocity Segment #3 : Tc : Flow Area Wetted Peri meter Hydraulic Radius Slope Mannings n Hydraulic Length Avg .Velocity S/N: 308 .00 ft .023200 ft/ft 2 . 46 ft/se c TR-55 Channel 22 .5000 sq .ft 16 .16 ft 1. 39 ft .006000 ft/ft .2400 271. 50 ft . 60 ft/sec Bentley PondPack (10 .00 .027 .00) Segment #1 Time : Segment #2 Ti me : Segment #3 Time : 4 :59 PM . 4552 hrs .0348 hrs .1258 hrs Bentley Systems , Inc . 5/28/2008 Type .... Tc Cales Page 2 .06 Name .... POST lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Segment #4: Tc : TR-55 Channel Flow Area 9 .6200 sq.ft Wetted Perimeter 11. 00 ft Hydraulic Radius .87 ft Slope .002300 ft/ft Mannings n .0120 Hydraulic Length 19.50 ft Avg .Velocity 5 .45 ft/sec Segment #5 : Tc : TR-55 Channel Flow Area 12.5700 sq .ft Wetted Perimeter 12 .57 ft Hydraulic Radius 1. 00 ft Slope .002300 ft/ft Mannings n .0120 Hydraulic Length 329 .50 ft Avg .Velocity 5 .95 ft/sec Segment #6 : Tc : TR -55 Channel Flow Area 15.0000 sq.ft Wetted Perimeter 30 .07 ft Hydraulic Radius .50 ft Slope .008000 ft/ft Mannings n .1500 Hydraulic Length 310 .00 ft Avg .Velocity .56 ft/sec S/N : Bentley PondPack (10.00 .027 .00) Segment #4 Time : Segment #5 Time : Segment #6 Time : Total Tc : 4 :59 PM .0010 hrs .0154 hrs .1541 hrs .7862 hrs Bentley Systems, Inc . 5/28/2008 Type .... Tc Cales Page 2.06 Name .... POST lB File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Segment #4 : Tc: TR-55 Channel Flow Area 9 .6200 sq. ft Wetted Perimeter 11. 00 ft Hydraulic Radius .87 ft Slope .002300 ft/ft Mannings n .0120 Hydraulic Length 19 .50 ft Avg.Velocity 5.45 ft/sec Segment #5: Tc: TR-55 Channel Flow Area 12~5700 sq. ft Wetted Perimeter 12.57 ft Hydraulic Radius 1. 00 ft Slope .002300 ft/ft Mannings n .0120 Hydraulic Length 329.50 ft Avg.Velocity 5 .95 ft/sec Segment #6 : Tc: TR-55 Channel Flow Area 15.0000 sq .ft Wetted Perimeter 30.07 ft Hydraulic Radius .50 ft Slope .008000 ft /ft Mannings n .1500 Hydraulic Length 310.00 ft Avg.Velocity .56 ft/sec S/N: Bentley PondPack (10.00.027.00) Segment #4 Time: Segment #5 Time: Segment #6 Time: Total Tc: 4 :59 PM .0010 hrs .0154 hrs .1541 hrs .7862 hrs Bentley Systems, Inc. 5/28/2008 .( Type .... Tc Cales Page 2.07 Name .... POST lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Tc Equations used ... SCS TR-55 Sheet Flow ============================================== Tc= (.007 * ((n * Lf)**0 .8)) I ((P**.5) * (Sf**.4)) Where : Tc Time of concentration, hrs n Mannings n Lf Flow length, ft p 2yr, 24hr Rain depth, inches Sf Slope, % SCS TR-55 Shallow Concentrated Flow =============================== S/N : Unpaved surface: V = 16.1345 * (Sf**0 .5) Paved surface : V 20 .3282 * (Sf**0 .5) Tc (Lf I V) I (3600sec/hr) Where : V Sf Tc Lf Velocity, ft/sec Slope, ft /ft Time of concentration, hrs Flow length, ft Bentley PondPack (10 .00 .027 .00) 4: 59 PM Bentley Systems, Inc . 5/28/2008 Type .... Tc Cales Page 2 .08 Name .... POST lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage SCS Channel Flow ================================================== S/N : R Aq I Wp V (1 .49 * (R**(2/3)) * (Sf**-0 .5)) I n Tc (Lf I V) I (3600sec/hr) Where : R Aq Wp v Sf n Tc Lf Hydraulic radius Flow area, sq.ft . Wetted perimeter, ft Velocity, ft /sec Slope, ft/ft Mannings n Time of concentration, hrs Flow length, ft Bentley PondPack (10.00 .027 .00) 4 :59 PM Bentley Systems , Inc. 5/28/2008 Type .... Tc Cales Page 2.08 Name .... POST lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage SCS Channel Flow ================================================== S/N: R Aq I Wp V (1. 4 9 * (R** (2/3)) * (Sf**-0 . 5 )) I n Tc (Lf I V) I (3600sec/hr) Where: R Aq Wp v Sf n Tc Lf Hydraulic radius Flow area, sq.ft. Wetted perimeter, ft Velocity, ft/sec Slope , ft/ft Mannings n Time of concentration, hrs Flow length, ft Bentley PondPack (10.00.027.00) 4:5 9 PM Bentley Systems, Inc. 5/28/2008 ( ( Type .... Tc Cales Page 2 .09 Name .... POST 2 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TIME OF CONCENTRATION CALCULATOR ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Segment #1 : Tc : TR-55 Sheet Mannings n . 4100 Hydraulic Length 133 . 00 ft 2yr, 24hr P 4 .5000 in Slope .020000 ft/ft Avg .Velocity .10 ft/sec Segment #2 : Tc : TR-55 Shallow Hydraulic Length Slope Paved Avg .Velocity Segment #3 : Tc : Flow Area Wetted Perimeter Hydraulic Radius Slope Mannings n Hydraulic Length Avg.Veloci ty S/N: 771. 00 ft . 010000 ft/ft 2 .03 ft/sec TR -55 Channel 1.3250 sq .ft 4 .71 ft .28 ft .005000 ft/ft . 0130 236 .00 ft 3 .48 ft/sec Bentley PondPack (10 .00 .027 .00) Segment #1 Time : Segment #2 Time : Segment #3 Time : 4 : 59 PM .3867 hrs .1054 hrs .0188 hrs Bentley Systems, Inc . 5/28/2008 Type .... Tc Cales Page 2 .10 Name .... POST 2 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage \prelim_drainage Segment #4 : Tc: TR-55 Shallow Hydraulic Length Slope Unpaved Avg .Velocity S/N: 901. 00 ft .009000 ft/ft l. 53 ft/sec Bentley PondPack (10 .00 .027 .00) Segment #4 Time : Total Tc : 4:59 PM .1635 hrs .6744 hrs Bentley Systems , Inc . 5/28/2008 Type .... Tc Cales Page 2 .10 Name .... POST 2 File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Segment #4 : Tc: TR-55 Shallow Hydraulic Length Slope Unpaved Avg.Velocity S/N: 901. 00 ft .009000 ft /ft 1.53 ft/sec Bentley PondPack (10 .00 .027.00) Segment #4 Time : Total Tc : 4 :59 PM .1635 hrs .6744 hrs Bentley Systems, Inc. 5/28 /2008 ( ( Type .... Tc Cales Page 2 .11 Name .... POST 2 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Tc Equations used ... SCS TR-55 Sheet Flow ============================================== Tc= (.007 * ((n * Lf)**0 .8)) I ((P**.5) * (Sf**.4)) Where : Tc Time of concentration, hrs n Mannings n Lf Flow length, ft p 2yr, 24hr Rain depth, inches Sf Slope, % SCS TR-55 Shallow Concentrated Flow =============================== S/N : Unpaved surface : V = 16.1345 * (Sf**O . 5) Paved surface : V 20 . 3282 * (Sf**O . 5) Tc (Lf I V) I (3600sec/hr) Where: V Sf Tc Lf Velocity, ft/sec Slope, ft /ft Time of concentration, hrs Flow length, ft Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems, Inc. 5/28/2008 Type .... Tc Cales Page 2 .12 Name .... POST 2 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage SCS Channel Flow ================================================== S/N : R Aq I Wp V (l.49 * (R** (2/3)) * (Sf**-0 .5 )) I n Tc (Lf I V) I (3600sec/hr ) Where : R Aq Wp v Sf n Tc Lf Hydraulic radius Flow area, sq .ft . Wetted perimeter, ft Velocity, ft/sec Slope, ft/ft Mannings n Time of concentration, hrs Flow length, ft Bentley PondPack (10 .00 .027 .00) 4 : 59 PM Bentley Systems, Inc . 5/28/2008 Type .... Tc Cales Page 2 .12 Name .... POST 2 File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage SCS Channel Flow ================================================== S/N : R Aq I Wp V (1.49 * (R** (2/3)) * (Sf**-0.5)) In Tc (Lf I V) I (3600sec/hr) Where: R Aq Wp v Sf n Tc Lf Hydraulic radius Flow area, sq.ft. Wetted perimeter, ft Velocity, ft/sec Slope, ft/ft Mann ings n Time of concentration, hrs Flow length, ft Bentley PondPack (10.00.027.00 ) 4:59 PM Bentley Systems, Inc. 5/28/2008 ( ( Type .... Tc Cales Page 2 .13 Name .... POST 3 File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage \prelim_drainage ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TIME OF CONCENTRATION CALCULATOR ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Segment #1 : Tc : TR-55 Sheet Mannings n Hydraulic Length 2yr, 24hr P Slope Avg .Velocity . 4100 230 .00 ft 4 .5000 in . 020000 ft/ft .11 ft/sec Segment #2 : Tc : TR-55 Shallow Hydraulic Length Slope Paved Avg .Velocity Segment #3 : Tc : Flow Area Wetted Per i meter Hydraulic Radius Slope Mannings n Hydrauli c Length Avg.Veloci ty S/N : 166 .00 ft . 010000 ft/ft 2 . 03 ft/sec TR-55 Channel 1 .3250 sq .ft 4 .71 ft .28 ft .005000 ft/ft . 0130 176.00 ft 3 .48 ft/sec Bentley PondPack (10 .00 .027 .00) Segment #1 Time : Segment #2 Ti me : Segmen t #3 Time : 4 :59 PM .5994 hrs .0227 hrs .0141 hrs Bentley Systems , Inc. 5/28/2008 Type .... Tc Cales Page 2 .14 Name .... POST 3 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Segment #4: Tc : TR-55 Shallow Hydraulic Length Slope Unpaved Avg.Velocity S/N: 1021. 00 ft .010770 ft/ft 1 .67 ft/sec Bentley PondPack (10 .00 .027 .00) Segment #4 Time : Total Tc : 4 : 59 PM .1694 hrs .8055 hrs Bentley Systems, Inc . 5/28/2008 Type .... Tc Cales Page 2 .14 Name .... POST 3 File .... Z:\7000\70 66 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Segment #4 : Tc: TR-55 Shallow Hydraulic Length Slope Unpaved Avg.Velocity S/N: 1021.00 ft . 010770 ft/ft 1. 67 ft/sec Bentley PondPack (10 .00.027 .00) Segment #4 Time: Total Tc: 4 :59 PM .1694 hrs .8055 hrs Bentley Systems, Inc. 5/28/2008 ( ( Type .... Tc Cales Page 2 .15 Name .... POST 3 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Tc Equations used ... S/N: SCS TR-55 Sheet Flow ============================================== Tc= (.007 * ((n * Lf)**0 .8)) I ((P**.5) * (Sf**.4)) Where : Tc Time of concentration, hrs n Manni ngs n Lf Flow length, ft p 2yr, 24hr Rain depth, inches Sf Slope, % SCS TR-55 Shallow Concentrated Flow =============================== Unpaved surface: V = 16 .1345 * (Sf**0 .5) Paved surface: V 20 .3282 * (Sf**0 .5) Tc (Lf I V) I (3600sec/hr ) Where : V Sf Tc Lf Veloci ty, ft/sec Slope , ft/ft Time of concentr ation, hrs Flow length, ft Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , I nc . 5/28/2008 Type .... Tc Cales Page 2 .16 Name .... POST 3 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage \prelim_drainage SCS Channel Flow ================================================== S/N : R Aq I Wp V (1 . 49 * (R** (2/3)) * (Sf**-0 . 5)) I n Tc (Lf I V) I (3600sec/hr) Where : R Aq Wp v Sf n Tc Lf Hydraul ic radius Flow a rea , sq.ft . Wetted perimeter, ft Veloci ty, ft/sec Slope , ft/ft Mannings n Time of concentration, hrs Flow length, ft Bentl ey PondPack (10.00.027 .00) 4 :59 PM Bent l ey Systems , I nc . 5/28/2008 Type .... Tc Cales Page 2.16 Name .... POST 3 File .... Z:\7000\7066 -Kyle View (Aspen Heights} Subdivision \ENG \Drainage\prelim_drainage SCS Channel Flow ================================================== S/N: R Aq I Wp V (1.49 * (R**(2 /3 }} * (Sf**-0 .5)) I n Tc (Lf I V} I (3600sec/hr} Where: R Aq Wp v Sf n Tc Lf Hydraulic radius Flow area, sq.ft. Wetted perimeter, ft Velocity, ft/sec Slope, ft/ft Mannings n Time of concentration, hrs Flow length, ft Bentley PondPack (10 .00.027 .00) 4:59 PM Bentley Systems, Inc. 5/28/2008 ( Type .... Tc Cales Page 2 .17 Name .... PRE 1 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TIME OF CONCENTRATION CALCULATOR ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Segment #1 : Tc : TR-55 Sheet Mannings n Hydraulic Length 2yr, 24hr P Slope Avg .Velocity .1950 300 .00 ft 4 .5000 in . 015315 ft/ft .18 ft/sec Segment #2 : Tc : TR-55 Shallow Hydraulic Length Slope Unpaved Avg .Velocity S/N : 810 .00 ft .015315 ft/ft 2 .00 ft/sec Bentley PondPack (10 .00 .027 .00) Segment #1 Time : Segment #2 Time : Total Tc: 4: 59 PM . 4552 hrs .1127 hrs .5679 hrs Bentley Systems, Inc . 5/28/2008 Type .... Tc Cales Page 2 .18 Name .... PRE 1 File .... Z:\7000 \7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage Tc Equations used ... SCS TR -55 Sheet Flow ============================================== Tc= (.007 * ((n * Lf)**0 .8)) I ((P**.5 ) * (Sf**.4)) Where : Tc Time of concentration, hrs n Mannings n Lf Flow length, ft p 2yr, 24hr Rain depth, inches Sf Slope, % SCS TR-55 Shallow Concentrated Flow =============================== S/N : Unpaved surface : V = 16 .1345 * (Sf**O . 5) Paved surface : V 20 . 3282 * (Sf**O . 5 ) Tc (Lf I V) I (3600sec/hr ) Where : V Sf Tc Lf Velocity, ft/sec Slope, ft/ft Time of concentration, hrs Flow length, ft Bentley PondPack (10.00.027 .00 ) 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Tc Cales Page 2.18 Name .... PRE 1 File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage. Tc Equations used ... SCS TR-55 Sheet Flow ============================================== Tc= (.007 * ((n * Lf)**0 .8)) I ((P**.5) * (Sf**.4)) Where: Tc Time of concentration, hrs n Mannings n Lf Flow length, f t p 2yr, 24hr Rain depth, inches Sf Slope , % SCS TR-55 Shallow Concentrated Flow =============================== S/N: Unpaved surface : V = 16.1345 * (Sf**0 .5) Paved surface: V 20. 3282 * (Sf**O . 5) Tc (Lf I V) I (3600sec/hr) Where: V Sf Velocity, ft/sec Slope, ft /ft Tc Time of concentration, hrs Lf Flow length, ft Bentley PondPack (10.00.027 .00) 4 :59 PM Bentley Systems, Inc. 5/28/2008 ( Type .... Tc Cales Page 2 .19 Name .... PRE lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TIME OF CONCENTRATION CALCULATOR : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Segment #1 : Tc : TR-55 Sheet Mannings n .2400 Hydraulic Length 300 .00 ft 2yr, 24hr P 4 .5000 in Slope .023200 ft/ft Avg .Velocity .18 ft /sec Segment #2 : Tc : TR-55 Shallow Hydraulic Length Slope Unpaved Avg .Velocity Segment #3 : Tc : Flow Area Wetted Perimeter Hydraulic Radius Slope Mannings n Hydraulic Length Avg .Velocity S/N: 308 .00 ft .023200 ft/ft 2 .46 ft/sec TR-55 Channel 22 .5000 sq.ft 16 .16 ft 1. 39 ft .010000 ft/ft .2400 395 .00 ft . 77 ft/sec Bentley PondPack (10 .00 .027 .00) Segment #1 Time : Segment #2 Time : Segment #3 Time : 4 :59 PM .4552 hrs .0348 hrs .1417 hrs Bentley Systems, Inc . 5/28/2008 Type .... Tc Cales Page 2 .20 Name .... PRE lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Segment #4 : Tc: TR-55 Channel Flow Area 15.0000 sq.ft Wetted Perimeter 30 .07 ft Hydraulic Radius .50 ft Slope .008000 ft/ft Mannings n .1500 Hydraulic Length 310 .00 ft Avg .Velocity .56 ft/sec S/N : Bentley PondPack (10 .00.027 .00) Segment #4 Time : Total Tc : 4 :59 PM .1541 hrs .7858 hrs Bentley Systems , Inc . 5/28/2008 Type .... Tc Cales Page 2.20 Name .... PRE lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Segment #4: Tc: TR-55 Channel Flow Area 15.0000 sq.ft Wetted Perimeter 30.07 ft Hydraulic Radius .50 ft Slope .008000 ft/ft Mannings n .1500 Hydraulic Length 310 .00 ft Avg.Velocity .56 ft/sec S/N: Bentley PondPack (10.00.027 .00) Segment #4 Time: Total Tc : 4:59 PM .1541 hrs .7858 hrs Bentley Systems, Inc. 5/28/2008 Type .... Tc Cales Page 2 .21 Name .... PRE lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Tc Equations used ... S/N: SCS TR-55 Sheet Flow ============================================== Tc= (.007 * ((n * Lf)**0 .8)) I ((P**.5) * (Sf**.4)) Where : Tc Time of concentration, hrs n Mannings n Lf Flow length, ft p 2yr, 24hr Rain depth, inches Sf Slope, % SCS TR-55 Shallow Concentrate d Flow =============================== Unpaved surface : V = 16 .1345 * (Sf**0 .5) Paved surface : V 20 . 3282 * (Sf**O . 5) Tc (Lf I V) I (3600sec/hr) Where : V Sf Tc Lf Velocity, f t /sec Slope, ft/ft Time of concentration, hrs Flow l ength, ft Bentley PondPack (10.00 .027 .00) 4:59 PM Bentley Systems , Inc. 5/28/2008 Type .... Tc Cales Page 2 .22 Name .... PRE lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage SCS Channel Flow ================================================== S/N: R Aq I Wp V (1.49 * (R** (2/3 )) * (Sf**-0 .5 )) I n Tc (Lf I V) I (3600sec/hr) Where : R Aq Wp v Sf n Tc Lf Hydraulic radius Flow area, sq.ft . Wetted perimeter, ft Velocity, ft/sec Slope , ft/ft Mannings n Time of concentrati on, hrs Flow length, ft Bentley PondPack (10.00 .027 .00) 4 :59 PM Bentley Systems , Inc. 5/28/2008 Type .... Tc Cales Page 2 .22 Name .... PRE lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Dr ainage\prelim_drainage SCS Channel Flow ================================================== S/N: R Aq I Wp V (1.49 * (R** (2/3)) * (Sf **-0 .5 )) In Tc (Lf I V) I (3600sec/hr) Where : R Aq Wp v Sf n Tc Lf Hydr aulic radius Flow area, sq.ft. Wetted perimeter, f t Vel ocity, ft/sec Slope, ft /ft Mannings n Time of concent ration, hrs Flow length, f t Bentley PondPack (10.00.027 .00) 4 :59 PM Bentley Systems, Inc. 5/28/2008 Type .... Tc Cales Page 2 .23 Name .... PRE 2 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TIME OF CONCENTRATION CALCULATOR ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Segment #1 : Tc : TR-55 Sheet Mannings n .1950 Hydraulic Length 300 .00 ft 2yr, 24hr P 4 .5000 in Slope . 015110 ft/ft Avg.Velocity .18 ft/sec Segment #2 : Tc : TR-55 Shallow Hydraulic Length Slope Unpaved Avg .Velocity S/N : 1288.00 ft . 015110 ft/ft 1 . 98 ft/sec Bentley PondPack (10 .00 .027 .00) Segment #1 Time : Segment #2 Time : Total Tc : 4:59 PM .4576 hrs .1804 hrs .6380 hrs Bentley Systems, Inc . 5/28/2008 Type .... Tc Cales Page 2 .24 Name .... PRE 2 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Tc Equations used ... SCS TR-55 Sheet Flow ============================================== Tc= (.007 * ((n * Lf )**0 .8)) I ((P**.5) * (Sf**.4)) Where : Tc Time of concentration, hrs n Mannings n Lf Flow length, ft p 2yr, 24hr Rain depth, inches Sf Slope, % SCS TR-55 Shallow Concentrated Flow =============================== S/N: Unpaved surface : V = 16 .1345 * (Sf**O . 5) Paved surface: V 20 . 3282 * (Sf**O . 5) Tc (Lf I V) I (3600sec/hr) Where : V Sf Tc Lf Velocity, ft/sec Slope , ft /ft Time of concentration, hrs Flow length, ft Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28 /2008 Type .... Tc Cales Page 2.24 Name .... PRE 2 File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision \ENG\Drainage\prelim_drainage Tc Equations used ... SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0.8)) I ({P**.5) * (Sf**.4)) Where: Tc Time of concentration, hrs n Mannings n Lf Flow length, ft p 2yr, 24hr Rain depth, inches Sf Slope, % SCS TR-55 Shallow Concentrated Flow =============================== S/N: Unpaved surface : V = 16.1345 * (Sf**0.5 ) Paved surface: V 20.3282 * (Sf**0 .5 ) Tc (Lf I V) I (3600sec/hr) Where : V Sf Velocity, ft /sec Slope, ft/ft Tc Time of concentration, hrs Lf Flow length, f t Bentley PondPack (10 .00 .027.00) 4 :59 PM Bentley Systems, Inc. 5 /28 /2008 ( Type .... Tc Cales Page 2 .25 Name .... PRE 3 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_dra inage ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TIME OF CONCENTRATION CALCULATOR ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Segment #1 : Tc : TR-55 Sheet Mannings n .1950 Hydraulic Length 300.00 ft 2yr, 24hr P 4 .5000 in Slope . 013540 ft/ft Avg .Velocity .17 ft/sec Segment #2 : Tc: TR-55 Shallow Hydraulic Length Sl ope Unpaved Avcg .Velocity S/N : 2114 .00 ft . 011190 ft/ft 1 .71 ft/sec Bentley PondPack (10 .00 .027 .00) Segment #1 Time : Segment #2 Time : Total Tc : 4 :59 PM .4782 hrs .3441 hrs .8222 hrs Bentley Systems , I nc . 5/28/2008 Type .... Tc Cales Page 2 .26 Name .... PRE 3 File .... Z :\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Tc Equations used ... SCS TR-55 Sheet Flow ============================================== Tc= (.007 * ((n * Lf)**0 .8)) I ((P**.5) * (Sf**.4)) Where : Tc Time of concentration, hrs n Mannings n Lf Flow length, ft p 2yr, 24hr Rain depth, inches Sf Slope , % SCS TR-55 Shallow Concentrated Flow =============================== S/N: Unpaved surface : V = 16.1345 * (Sf**0 .5) Paved surface : V 20. 3282 * (Sf**O . 5) Tc (Lf I V) I (3600sec/hr) Where : V Sf Tc Lf Velocity, ft/sec Slope, ft/ft Time of concentrati on, hrs Flow length, ft Bentley PondPack (10.00 .027 .00) 4 :59 PM Bentley Systems , Inc. 5/28/2008 Type .... Tc Cales Page 2.26 Name .... PRE 3 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage \prelim_drainage. Tc Equations used ... SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0 .8)) I ((P**.5) * (S f**.4 )) Where: Tc Time of concentration, hrs n Mannings n Lf Flow length, ft p 2yr , 24hr Rain depth, inches Sf Slope, % SCS TR-55 Shallow Concentrated Flow =============================== S/N: Unpaved surface : V = 16 .1345 * (Sf**O. 5 ) Paved surface: V 20. 3282 * (S f**O. 5 ) Tc (Lf I V) I (3600sec/hr) Where: V Sf Ve locity, ft/sec Slope, ft /ft Tc Time of concentration, hrs Lf Flow length, ft Bentley PondPack (10.00 .027 .00) 4:59 PM Bentley Systems, Inc. 5/28/2008 ( Type .... Runoff CN-Area Page 3 .01 Name .... POST File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\preli m_drainage RUNOFF CURVE NUMBER DATA .......................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Soil/Surface Descripti on CN 93 COMPOSITE AREA & WEIGHTED CN ---> Are a acres 13 . 620 13 . 620 Impervi ous Adjustment %C %UC Adjusted CN 93 .00 93 .00 (93) ........................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentl ey Sys tems , Inc . 5/28/2008 Type .... Runoff CN-Area Page 3 .02 Name .... POST 1 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage RUNOFF CURVE NUMBER DATA .......................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Soil/Surface Description CN 77 COMPOSITE AREA & WEIGHTED CN ---> Area acres 26. 400 26.400 Impervious Adjustment %C %UC Adjusted CN 77 .00 77 .00 (77) ........................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Runoff CN-Area Page 3 .02 Name .... POST 1 File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\preli m_drainage. RUNOFF CURVE NUMBER DATA .......................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Soil/Surface Description CN 77 COMPOSITE AREA & WEIGHTED CN ---> S/N: Bentley PondPack (10.00.027 .00) Area acres 26 . 400 26 . 400 4:59 PM Imper vious Adjus t ment %C %UC Adju sted CN 77 .00 77 .00 (77 ) Bentley Systems, Inc . 5/28/2008 Type .... Runoff CN-Area Page 3 .03 Name .... POST lB File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage RUNOFF CURVE NUMBER DATA .......................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Soil/Surface Descripti on CN 90 COMPOSITE AREA & WEIGHTED CN ---> Area acr es 35 . 4 60 35.460 Impervious Adjustment %C %UC Adjusted CN 90 .00 90 .00 (90) ........................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , I nc . 5/28/2008 Type .... Runoff CN-Area Page 3 .04 Name .... POST 2 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage RUNOFF CURVE NUMBER DATA .......................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Soil/Surface Description CN 87 COMPOSITE AREA & WEIGHTED CN ---> Area acres 10.580 10.580 Impervious Adjustment %C %UC Adjusted CN 87 .00 87 .00 (87) : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Runoff CN-Area Page 3 .04 Name .... POST 2 File .... Z:\7000\70 66 -Kyle View (Aspen Heights} Subdivision \ENG \Drainage\prelim_drainage RUNOFF CURVE NUMBER DATA : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Soil/Surface Description CN 87 COMPOSITE AREA & WEIGHTED CN ---> S/N: Bentley PondPack (10 .00.027.00) Area acres 1 0.580 10.580 4:59 PM I mpervious Adjustment %C %UC Adjusted CN 87 .00 87 .00 (87) Bentley Systems, Inc . 5 /28 /2008 ( ( Type .... Runoff CN-Area Page 3 .05 Name .... POST 3 File . . . . Z: \ 7000\ 7066 -Kyle View (Aspen Heights ) Subdivision \ENG \Drainage \prelim _ drain"age RUNOFF CURVE NUMBER DATA .......................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Soil/Surface Description CN 80 COMPOSITE AREA & WEIGHTED CN ---> Area acres 16 .140 16 .140 Impervious Adjustment %C %UC Adjusted CN 80 .00 80 .00 (80) : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems, I nc . 5/28/2008 Type .... Runoff CN-Area Page 3 .06 Name .... PRE 1 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage RUNOFF CURVE NUMBER DATA .......................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Soil/Surface Description CN 75 COMPOSITE AREA & WEIGHTED CN ---> Area acres 31 .200 31 .200 Impervious Adjustment %C %UC Adjusted CN 75 .00 75 .00 (75) ........................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Runoff CN-Area Page 3.06 Name .... PRE 1 File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage RUNOFF CURVE NUMBER DATA .......................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Soil/Surface Description CN 75 COMPOSITE AREA & WEIGHTE D CN ---> Area acres 31.200 31. 200 Impervious Adjustment %C %UC Adjusted CN 75.00 75. 00 (75) ........................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 ( ( Type .... Runoff CN -Area Page 3 .07 Name .... PRE lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\preli m_drainage RUNOFF CURVE NUMBER DATA : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Soil/Surface Description CN 80 COMPOSITE AREA & WEIGHTED CN ---> Area acres 35.460 35 . 4 60 Impervious Adjustment %C %UC Adjusted CN 80 .00 80 .00 (80) ........................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S/N: Bentley PondPack (10 .00 .027 .00) 4 : 59 PM Bentley Systems, Inc . 5/28/2008 Type .... Runoff CN -Area Page 3 .08 Name .... PRE 2 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage RUNOFF CURVE NUMBER DATA .......................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Soil/Surface Description CN 75 COMPOSITE AREA & WEIGHTED CN ---> Area acr es 15.731 15 .731 Impervious Adjustment %C %UC Adjusted CN 75.00 75 .00 (75) ........................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Runoff CN-Area Page 3.08 Name .... PRE 2 File .... Z :\7000\7066 -Kyle View (Aspen Hei ghts) Subdivision\ENG \Drai nage\prelim_drainage RUNOFF CURVE NUMBER DATA .......................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Soil/Surface Description CN 75 COMPOSITE AREA & WEIGHTED CN ---> S/N: Bentley PondPack (10 .00 .027 .00) Area acres 15 .731 15.731 4:59 PM Impervious Adjustment %C %UC Adjusted CN 75 .00 75.00 (75 ) Bentley Systems, Inc. 5/28/2008 ( Type .... Runoff CN-Area Page 3 .09 Name .... PRE 3 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage RUNOFF CURVE NUMBER DATA .......................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Soil/Surface Description CN 75 COMPOSITE AREA & WEIGHTE D CN ---> Area acres 19 .880 19 .880 Impervious Adjustment %C %UC Adjusted CN 75 .00 75 .00 (75) : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Vol : Elev-Area Page 4.01 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Elevation (ft) Planimeter (sq. in) Area Al+A2+sqr(Al*A2) (acres) (acres) Volume (ac-ft) Volume Sum (ac-ft) 330 .00 337 .00 338.00 339 .00 340 .00 341. 00 .0000 .0000 .000 1. 0837 1. 0837 2.529 1.1679 3 .3767 1.126 1. 2532 3 .6310 1. 210 1. 3395 3 .8884 1. 296 1.3395 4 .0186 1. 340 Elevations With Areas Interpolated From The Closest Two Planimeter Readings .000 2 .529 3 .654 4 .865 6 .161 7 .500 Elevation (ft) Planimeter (sq. in) Area Al+A2+sqr (Al*A2) (acres) (acres) Volume (ac-ft) Volume Sum (ac-ft) 331 .00 .0221 .0221 .007 .007 332 .00 .0885 .0885 .059 .059 333 .00 .1991 .1991 .199 .199 334.00 .3539 .3539 . 472 . 472 335 .00 .5529 .5529 . 922 .922 336 .00 . 7962 .7962 1. 592 1. 592 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes . S/N : Volume= (1/3) * (EL2 -EL1) * (Areal + Area2 + sq.rt . (Areal*Area2)) where : ELl , EL2 Areal ,Area2 Volume = Lower and upper elevations of the increment Areas computed for ELl , EL2 , respectively Incremental volume between ELl and EL2 Interpolated area from closest two given contour areas is computed using the relationship: IA= (sq.rt(Areal) + ( (Ei-El)/(E2-El) )*(sq.rt(Area2)-sq.rt (Areal)) )**2 where : El, E2 Ei Areal ,Area2 IA Closest two elevations with planimeter data Elevation at which to interpolate area Areas computed for El , E2, respectively Interpolated area for Ei Bentley PondPack (10.00 .027.00) 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Vol: Elev -Area Page 4.01 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Elevation (ft) Planimeter (sq. in) Area Al+A2+sqr (Al*A2) (acres) (acres) Volume (ac-ft) Volume Sum (ac-ft) 330.00 .0000 .0000 .000 .000 337.00 1. 0837 1. 0837 2.529 2 .529 338.00 1.1679 3 .3767 1.126 3.654 339.00 1.2532 3.6310 1. 210 4 .865 340.00 1.3395 3 .8884 1. 296 6.161 341.00 1.3395 4.0186 1. 340 7 .500 Elevations With Areas Interpolated From The Closest Two Planimeter Readings Elevation Planimeter Area Al+A2+sqr (Al *A2 ) Volume Volume Sum (ft} (sq. in) (acres ) (acres) (ac-ft) (ac-ft) 331.00 .0221 .0221 .007 .007 332 .00 .0885 .0885 .059 .059 333.00 .1991 .1991 .199 .199 334.00 .3539 .3539 . 472 .472 335.00 .5529 .5529 .922 .922 336.00 . 7962 .7962 1. 592 1. 592 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes . S/N : Volume= (1 /3) * (EL2-EL1) * (Areal + Area2 + sq.rt. (Areal*Area2)) where : ELl, EL2 Areal,Area2 Volume = Lower and upper elevations of the increment Areas computed for ELI, EL2, respectively Incremental volume between ELl and EL2 Interpolated area from closest two gi ven contour a r eas is computed using the relationship: IA= (sq.rt (Areal) + ((Ei-El)/(E2-El))*(sq.rt (Area2)-sq.rt (Areal )))**2 where : El, E2 Ei Areal ,Area2 IA Closest two elevations with planimeter data Elevation at which to interpol ate area Areas computed for El , E2, respectively Interpolated area f or Ei Bentley PondPack (10 .00.027.00) 4:59 PM Bentley Systems , Inc. 5/28/2008 I \ Type .... Vol : Elev-Area Page 4 .02 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Elevation (ft) 330 .00 331 .00 332 .00 333 .00 334 .00 335 .00 336 .00 337 .00 338 .00 339 .00 340 .00 341. 00 Planimeter (sq. in) Area Al+A2+sqr(Al*A2 ) (acres) (acres) .0000 .0000 .1987 .2001 . 8929 1. 5127 . 9619 2 .7815 1 .0332 2 .9920 1.1068 3 .2095 1.1828 3 .4338 1. 2 611 3 .6652 1 .3416 3 .9034 1 .4245 4 .1485 1 .5097 4 .4007 1. 5101 4 .5297 POND VOLUME EQUATIONS Volume (ac-ft) .000 . 067 .504 .927 .997 1. 070 1.145 1. 222 1. 301 1. 383 1 . 4 67 1. 510 Volume Sum (ac-ft) .000 .067 . 571 1. 4 98 2 . 4 95 3 .565 4 .710 5 .932 7 .233 8 .616 10.082 11.592 * Incremental volume computed by the Conic Method for Reservoir Volumes . Volume = (1/3) * (EL2-EL1 ) * (Areal + Area2 + sq.rt . (Areal*Area2 )) S/N : where : ELl, EL2 Areal,Area2 Volume = Lower and upper e l evations of the increment Areas computed for ELl , EL2 , respectively = Incremental volume between ELl and EL2 Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Outlet Input Data Page 5.01 Name .... OUT File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage REQUESTED POND WS ELEVATIONS : Min . Elev.= Increment = Max . Elev.= 330 .00 ft .05 ft 341. 00 ft ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (Upstream to DnStream) <---Reverse Flow Only (DnStream to Upstream) <---> Forward and Reverse Both Allowed Structure No . Outfall El, ft E2 , ft ------------------------------------------ Inlet Box RO ---> co 334 .500 341. 000 Orifice-Area 00 ---> co 330.000 341. 000 Culvert-Circular co ---> TW 330.000 341. 000 TW SETUP, DS Channel S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Outlet Input Data Page 5 .01 Name .... OUT File .... Z:\7000 \7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage REQUESTED POND WS ELEVATIONS : Min. Elev.= Increment = Max. Elev.= 330.00 ft .05 ft 341. 00 ft ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (Upstream to DnStream) <---Reverse Flow Only (DnStream to Upstream) <---> Forward and Reverse Both Allowed Structure No . Outfall El, ft E2 , ft ------------------------------------------ Inlet Box RO ---> co 334.500 341.000 Orifice-Area 00 ---> co 330.000 341. 000 Culvert-Circular co ---> TW 330.000 341. 000 TW SETUP, DS Channel S /N: Bentley PondPack (10 .00 .027 .00) 4:59 PM Bentley Systems, Inc. 5/28/2008 ( ( ( Type .... Outlet Input Data Page 5 .02 Name .... OUT File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage OUTLET STRUCTURE INPUT DATA S/N : Structure ID Structure Type # of Openings Invert Elev. Orifice Area Orifice Coeff. Weir Length Weir Coeff. K, Reverse Mannings n Kev,Charged Riser Weir Submergence Structure ID Structure Type # of Openings Invert Elev . Area Top of Or if ice Datum Elev. Orifice Coeff. Bentley PondPack (10 .00 .027 .00) = RO = Inlet Box l 334 .50 ft 1 .9000 sq .ft .600 1.17 ft 3 .330 1 .000 .0000 .000 No = 00 = Orifice-Area 1 330 .00 ft .4444 sq .ft .00 ft 330 .00 ft .600 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Outlet Input Data Page 5 .03 Name .... OUT File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage OUTLET STRUCTURE INPUT DATA = co Structure ID Structure Type = Culvert-Circular No . Barrels Barrel Diameter Upstream Invert Dnstream Invert Horiz . Length Barrel Length Barrel Slope OUTLET CONTROL DATA ... Mannings n Ke Kb Kr HW Convergence INLET CONTROL DATA ... Equation form Inlet Control K Inlet Control M Inlet Control c Inlet Control Y Tl ratio (HW/D) T2 ratio (HW/D) Slope Factor 1 2 .0000 330 .00 329 .17 477.00 477 .00 .00174 .0120 .5000 .010575 .5000 .001 1 .0098 2 .0000 .03980 .6700 1 .159 l. 306 -.500 ft ft ft ft ft ft /ft (forward entrance loss) (per ft of full flow) (reverse entrance loss) +/-ft Use unsubmerged inlet control Form 1 equ. below Tl elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control , interpolate between flows at Tl & T2 ... At Tl Elev 332 .32 ft ---> Flow 15 .55 cfs At T2 Elev= 332 .61 ft ---> Flow= 17 .77 cfs S/N: = TW Structure ID Structure Type = TW SETUP, DS Channel FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES ... Maximum Iterations= 30 Min. TW tolerance .01 ft Max . TW tolerance .01 ft Min . HW tolerance .01 ft Max . HW tolerance .01 ft Min . Q tolerance .10 cf s Max . Q tolerance .10 cf s Bentley PondPack (10 .00.027 .00) 4 :59 PM Bentley Systems , Inc. 5/28/2008 Type .... Outlet Input Data Page 5.03 Name .... OUT- File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage OUTLET STRUCTURE INPUT DATA = co Structure ID Structure Type = Culvert-Circular No. Barrels Barrel Diameter Upstream Invert Dnstream Invert Horiz. Length Barrel Length Barrel · Slope OUTLET CONTROL DATA ... Mannings n Ke Kb Kr HW Convergence INLET CONTROL DATA ... Equation form Inlet Control K Inlet Control M Inlet Control c Inlet Control y Tl ratio (HW/D) T2 ratio (HW/D) Slope Factor 1 2 .0000 330 .00 329 .17 477 .00 477 .00 .00174 .0120 .5000 .010575 .5000 .001 1 .0098 2 .0000 .03980 .6700 1.159 1. 306 -.500 ft ft ft f t ft ft/ft (forward entrance loss) (per ft of full flow) (reverse entrance loss) +/-ft Use unsubmerged inlet control Form 1 equ. below Tl elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and interpolate between flows at Tl & T2 ... At Tl Elev 332.32 ft ---> Flow At T2 Elev= 332 .61 ft ---> Flow = = TW submerged inlet control, 15.55 cfs 17.77 cfs Structure ID Structure Type = TW SETUP, OS Channel FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES ... Maximum Iterations= 30 Min. TW tolerance .01 ft Max. TW tolerance .01 ft Min. HW tolerance .01 ft Max . HW tolerance .01 ft Min. Q tolerance .10 cf s Max. Q tolerance .10 cf s S /N: Bentley PondPack (10 .00.027 .00) 4 :59 PM Bentley Systems, Inc. 5 /28/2008 ( Type .... Composite Rating Curve Page 5.04 Name .... OUT File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ------------------------Converge Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures ------------------------------------------------------330.00 .00 Free Outfall (no Q: R0,00,CO) 330.05 .00 Free Outfall co (no Q: RO, 00) 330.10 .04 Free Outfall co (no Q: RO, 00) 330.15 .04 Free Outfall co (no Q: RO, 00) 330.20 .14 Free Outfall 00,CO (no Q: RO) 330.25 .20 Free Outfall 00,CO (no Q: RO) 330.30 .30 Free Outfall 00,CO (no Q: RO) 330.35 .35 Free Outfall 00,CO (no Q: RO) 330.40 .45 Free Outfall 00,CO (no Q: RO) 330.45 . 57 Free Outfall 00,CO (no Q: RO) 330.50 . 62 Free Outfall 00,CO (no Q: RO) 330.55 .71 Free Outfall 00,CO (no Q: RO) 330.60 .80 Free Outfall 00,CO (no Q: RO) 330.65 .88 Free Outfall 00,CO (no Q: RO) 330.70 . 97 Free Outfall 00,CO (no Q: RO) 330.75 1. 06 Free Outfall 00,CO (no Q: RO) 330.80 1.15 Free Outfall 00,CO (no Q: RO) 330.85 1.10 Free Outfall 00,CO (no Q: RO) 330.90 1. 29 Free Outfall 00,CO (no Q: RO) 330.95 1. 36 Free Outfall 00,CO (no Q: RO) 331.00 1. 44 Free Outfall 00,CO (no Q: RO) 331. 05 1. 36 Free Outfall 00,CO (no Q: RO) 331.10 1. 36 Free Outfall 00,CO (no Q: RO) 331.15 1. 4 7 Free Outfall 00,CO (no Q: RO) 331.20 1. 47 Free Outfall 00,CO (no Q: RO) 331.25 1. 57 Free Outfall 00,CO (no Q: RO) 331. 30 1. 57 Free Outfall 00,CO (no Q: RO) 331.35 1. 65 Free Outfall 00,CO (no Q: RO) 331. 40 1. 76 Free Outfall 00,CO (no Q: RO) 331.45 1. 88 Free Outfall 00,CO (no Q: RO) 331. 50 2.01 Free Outfall 00,CO (no Q: RO) 331.55 1. 88 Free Outfall 00,CO (no Q: RO) 331.60 1. 91 Free Outfall 00,CO (no Q: RO) 331.65 1. 94 Free Outfall 00,CO (no Q: RO) 331. 70 1. 98 Free Outfall 00,CO (no Q: RO) 331. 75 2.01 Free Outfall 00,CO (no Q: RO) 331. 80 2.03 Free Outfall 00,CO (no Q: RO) 331. 85 2.05 Free Outfall 00,CO (no Q: RO) S/N: Bentley PondPack (10.00.027.00) 4:59 PM Bentley Systems, Inc. 5/28/2008 Type .... Composite Rating Curve Page 5 .05 Name .... OUT File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ------------------------Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ----------------------------------------- 331 .90 2 .08 Free Outfall 00,CO (no Q: RO) 331. 95 2 .12 Free Outfall 00,CO (no Q: RO) 332 .00 2.14 Free Outfall 00,CO (no Q: RO) 332 .05 2 .29 Free Ou tfall 00,CO (no Q: RO) 332 .10 2 .31 Free Outfall 00,CO (no Q: RO) 332 .15 2 .35 Free Outfall 00,CO (no Q: RO) 332 .20 2 .39 Free Ou tfall 00,CO (no Q: RO) 332 .25 2 .42 Free Ou tfall 00,CO (no Q: RO) 332 .30 2 .45 Free Outfall 00,CO (no Q: RO) 332 .35 2 .48 Free Outfall 00,CO (no Q: RO) 332 .40 2 .52 Free Outfall 00,CO (no Q: RO) 332 .45 2 .54 Free Outfall 00 ,CO (no Q: RO) 332 .50 2 .58 Free Outfall 00 ,CO (no Q: RO) 332 .55 2 .61 Free Outfall 00 ,CO (no Q: RO) 332 .60 2 .63 Free Outfall 00 ,CO (no Q: RO) 332 .65 2 .67 Free Outfall 00 ,CO (no Q: RO) 332 .70 2 .69 Free Outfall 0 0 ,CO (no Q: RO) 332 .75 2 .73 Free Outfall 00 ,CO (no Q: RO) 332 .80 2 .76 Free Outfall 00 ,CO (no Q: RO) 332 .85 2 .79 Free Outfall 00 ,CO (no Q: RO) 332 .90 2 .81 Free Outfall 00 ,CO (no Q: RO) 332 .95 2 .84 Free Outfall 00 ,CO (no Q: RO) 333 .00 2 .86 Free Outfall 00 ,CO (no Q: RO) 333 .05 2 .89 Free Outfall 00 ,CO (no Q: RO) 333 .10 2 .92 Free Outfall 00 ,CO (no Q: RO) 333 .15 2 .95 Free Outfall 00 ,CO (no Q: RO) 333 .20 2 .98 Free Outfall 00 ,CO (no Q: RO) 333 .25 3 .01 Free Outfall 00 ,CO (no Q: RO) 333 .30 3 .03 Free Outfall 00 ,CO (no Q: RO) 333 .35 3 .06 Free Outfall 00 ,CO (no Q: RO) 333 .40 3 .09 Free Outfall 00 ,CO (no Q: RO) 333 .45 3 .12 Free Outfall 00 ,CO (no Q: RO) 333 .50 3 .14 Free Outfall 00 ,CO (no Q: RO) 333 .55 3 .16 Free Outfall 00 ,CO (no Q: RO) 333 .60 3 .19 Free Outfall 00 ,CO (no Q: RO) 333 .65 3 .22 Free Outfall 00 ,CO (no Q: RO) 333 .70 3 .24 Free Outfall 00 ,CO (no Q: RO) 333 .75 3 .27 Free Outfall 00 ,CO (no Q: RO) S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Composite Rating Curve Page 5 .05 Name .... OUT File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ------------------------Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures ------------------------------------------------- 331.90 2.08 Free Outfall 00,CO (no Q: RO) 331.95 2.12 Free Outfall 00,CO (no Q: RO) 332 .00 2.14 Free Outfall 00,CO (no Q: RO) 332.05 2.29 Free Outfall 00,CO (no Q: RO) 332.10 2 .31 Free Outfall 00,CO (no Q: RO) 332.15 2.35 Free Outfall 00,CO (no Q: RO) 332.20 2.39 Free Outfall 00,CO (no Q: RO) 332.25 2 .42 Free Outfall 00,CO (no Q: RO) 332 .30 2. 45 Free Outfall 00,CO (no Q: RO) 332.35 2 .48 Free Outfall 00,CO (no Q: RO) 332.40 2.52 Free Outfall 00,CO (no Q: RO) 332.45 2.54 Free Outfall 00,CO (no Q: RO) 332.50 2.58 Free Outfall 00,CO (no Q: RO) 332.55 2. 61 Free Outfall 00,CO (no Q: RO) 332 .60 2.63 Free Outfall 00,CO (no Q: RO) 332.65 2. 67 Free Outfall 00,CO (no Q: RO) 332.70 2.69 Free Outfall 00,CO (no Q: RO) 332.75 2.73 Free Outfall 00,CO (no Q: RO) 332.80 2 .76 Free Outfall 00,CO (no Q: RO) 332 .85 2 .79 Free Outfall 00,CO (no Q: RO) 332.90 2.81 Free Outfall 00,CO (no Q: RO) 332.95 2.84 Free Outfall 00,CO (no Q: RO) 333 .00 2 .86 Free Outfall 00,CO (no Q: RO) 333.05 2.89 Free Outfall 00 ,CO (no Q: RO) 333 .10 2.92 Free Outfall 00,CO (no Q: RO) 333.15 2 .95 Free Outfall 00,CO (no Q: RO) 333.20 2.98 Free Outfall 00 ,CO (no Q: RO) 333.25 3.01 Free Outfall 00 ,CO (no Q: RO) 333.30 3.03 Free Outfall 00,CO (no Q: RO) 333.35 3.06 Free Outfall 00,CO (no Q: RO) 333.40 3.09 Free Outfall 00,CO (no Q: RO) 333.45 3.12 Free Outfall 00,CO (no Q: RO) 333.50 3 .14 Free Outfall 00,CO (no Q: RO) 333 .55 3.16 Free Outfall 00,CO (no Q: RO) 333.60 3.19 Free Outfall 00,CO (no Q: RO) 333 .65 3.22 Free Outfall 00 ,CO (no Q: RO) 333.70 3.24 Free Outfall 00,CO (no Q: RO) 333.75 3 .27 Free Outfall 00,CO (no Q: RO) S/N: Bentley PondPack (10.00.027 .00) 4:59 PM Bentley Systems, Inc. 5/28/2008 ( ( Type .... Composite Rating Curve Page 5.06 Name .... OUT File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Elev . ft 333 .80 333.85 333 .90 333.95 334 .00 334.05 334 .10 334 .15 334 .20 334.25 334 .30 334 .35 334 .40 334 .45 334 .50 334 .55 334 .60 334 .65 334 .70 334 .75 334.80 334.85 334 .90 334 .95 335 .00 335.05 335.10 335 .15 335 .20 335 .25 335 .30 335 .35 335 .40 335.45 335 .50 335 .55 335 .60 335 .65 S/N: Q cfs 3 .29 3 .31 3 .34 3 .37 3 .38 3 .41 3 .43 3 . 4 6 3 .48 3 .50 3 .53 3 .55 3 .57 3 .59 3 .61 3 .68 3 .78 3 .90 4 .05 4 .20 4 .36 4 .55 4 .75 4 .95 5 .17 5 .39 5 .63 5 .87 6 .11 6 .37 6 .64 6 . 92 7 .21 7 .49 7 .80 8 .10 8 .42 8 .74 TW Elev ft Converge Error +/-ft Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Bentley PondPack (10.00 .027 .00 ) Contributing Structures 00,CO (no Q: RO ) 00,CO (no Q: RO ) 00,CO (no Q: RO ) 00,CO (no Q: RO ) 00,CO (no Q: RO ) 00,CO (no Q: RO ) 00,CO (no Q: RO ) 00,CO (no Q: RO) 00,CO (no Q: RO) 00,CO (no Q: RO) 00,CO (no Q: RO ) 00,CO (no Q: RO ) 00 ,CO (no Q: RO) 00 ,CO (no Q: RO ) 00,CO (no Q: RO) R0 ,00,CO R0 ,00,CO R0,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Composite Rating Curve Page 5 .07 Name .... OUT File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Elev. ft 335 .70 335 .75 335.80 335.85 335.90 335.95 336.00 336.05 336.10 336.15 336.20 336 .25 336 .30 336 .35 336 .40 336 .45 336 .50 336 .55 336 .60 336 .65 336 .70 336 .75 336 .80 336 .85 336 .90 336 .95 337 .00 337 .05 337 .10 337 .15 337 .20 337 .25 337 .30 337 .35 337 .40 337 .45 337 .50 337 .55 S/N : Q cfs 9 .06 9 .39 9 . 40 9 .76 10 .12 10 .47 10 .84 11. 22 11. 60 11. 99 12 .38 12 .78 13 .18 13 .59 15 .22 15 .29 15 .36 15 .43 15.50 15.57 15.64 15.71 15.78 16.80 16.80 16.80 16.80 16.80 16.80 17 .66 17 .66 17 .66 17 .66 17 .66 17 .66 17 .66 18 .62 18 .62 Converge TW Elev Erro r ft +/-ft Free Outfall Free Outfall Free Outfall Free Ou tfall Free Ou tfall Free Ou tfall Free Ou tfall Free Ou tfall Free Ou tfall Free Ou tfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Out f all Free Outfall Free Outfall Free Outfall Free Out f all Free Outfall Free Ou tfall Free Outfall Free Outfall Free Outfall Free Ou tfall Free Ou tfall Free Ou tfall Bentley PondPack (10 .00 .027 .00) Contributing Structures R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0,00 ,CO R0,00 ,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0,00 ,CO R0,00 ,CO R0,00 ,CO R0,00 ,CO R0,00 ,CO R0 ,00 ,CO R0 ,00,CO R0,00,CO 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Composite Rating Curve Page 5.07 Name .... OUT File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Elev. Q TW Elev ft Converge Error +/-ft ft cfs 335.70 335 .75 335.80 335.85 335.90 335.95 336.00 336.05 336 .1 0 336.15 336.20 336.25 336 .30 336.35 336.40 336.45 336.50 336.55 336.60 336 .65 336.70 336. 75 336.80 336.85 336.90 336 .95 337.00 337.05 337.10 337.15 337.20 337.25 337 .30 337 .35 337.40 337 .4 5 337 .50 337.55 S/N: 9.06 Free Outfall 9 .39 Free Outfall 9 .4 0 Free Outfall 9 .76 Free Outfall 10 .12 Free Outfall 10.47 Free Outfall 10.84 Free Outfall 11.22 Free Outfall 11. 60 11. 99 12.38 12 .78 13 .18 13.59 15.22 15.29 15.36 15 . 43 15.50 15.57 15.64 15.71 15.78 16.80 16. 80 16. 80 16. 80 16.80 16.80 17.66 17.66 17 .66 17.66 17.66 17.66 17.66 18.62 18.62 Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Bentley PondPack (10 .00 .027 .00) Contributing Structures R0,00,CO R0,00,CO R0 ,00 ,CO R0,00,CO R0,00 ,CO R0,00,CO R0,00 ,CO R0 ,00,CO R0,00,CO R0,00,CO R0 ,00,CO R0,00,CO R0,00,CO R0 ,00,CO R0,00,CO R0,00 ,CO R0,00 ,CO R0 ,00,CO R0,00,CO R0,00 ,CO R0,00,CO R0,00 ,CO R0,00 ,CO R0,00,CO R0,00,CO R0,00,CO R0,00,CO R0 ,00,CO R0 ,00,CO R0,00,CO R0,00,CO R0,00,CO R0,00,CO R0,00,CO R0,00,CO R0,00,CO R0,00,CO R0,00 ,CO 4: 59 PM Bentley Systems , Inc. 5/28/2008 ( ( Type .... Composite Rating Curve Page 5 .08 Name .... OUT File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Elev . ft 337.60 337.65 337 .70 337 .75 337.80 337.85 337.90 337 .95 338 .00 338 .05 338 .10 338 .15 338 .20 338 .25 338 .30 338.35 338 .40 338 .45 338 .50 338 .55 338 .60 338 .65 338 .70 338 .75 338 .80 338 .85 338 .90 338 .95 339 .00 339.05 339 .10 339 .15 339 .20 339 .25 339 .30 339.35 339.40 339 .45 S/N : Q cf s 18.62 18 .62 18 .62 18.62 18.62 18 .62 19.65 19.65 19.65 19.65 19.65 19.65 19.65 19.65 19.65 20 .74 20 .74 20 .74 20 .74 20 .74 20 .74 20 .74 20.74 20.74 20 .74 20.74 24 .33 24.38 24.43 24 .48 24 .53 24 .57 24 .62 24 .67 24 . 72 24 .77 24 .81 24 .86 Converge TW Elev Error ft +/-ft Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Bentley PondPack (10 .00 .027.00) Contributing Structures R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00 ,CO R0,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO 4 : 59 PM Bentley Systems , Inc . 5/28/2008 Type .... Composite Rating Curve Page 5 .09 Name .... OUT File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Elev . ft 339 .50 339 .55 339 .60 339 .65 339 .70 339 .75 339 .80 339 .85 339 .90 339 .95 340 .00 340 .05 340 .10 340 .15 340 .20 340 .25 340 .30 340.35 340.40 340.45 340.50 340.55 340.60 340.65 340 .70 340 .75 340 .80 340.85 340.90 340.95 341. 00 S/N : Q cfs 24 .91 24 .95 25 .00 25 .05 25 .10 25 .14 25.19 25 .24 25.28 25.33 25.38 25.42 25. 47 25.52 25.56 25 .61 25 .66 25. 71 25 . 75 25 .80 25 .85 25 .89 25 .94 25 .98 26 .03 26 .07 26.12 26.17 26 .24 26 .30 26 .37 TW Elev ft Converge Error +/-ft Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Bentley PondPack (10 .00.027 .00) Contributing Structures R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00 ,CO R0 ,00 ,CO R0,00 ,CO 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Composite Rating Curve Page 5 .09 Name .... OUT File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Elev. ft 339 .50 339.55 339.60 339.65 339.70 339.75 339 .80 339.85 339.90 339 .95 340.00 340 .05 340 .10 340 .15 340.20 340.25 340.30 340 .35 340.40 340.45 340.50 340.55 340.60 340.65 340 .70 340 .75 340 .80 340 .85 340.90 340.95 341.00 S/N: Q cf s 24 .91 24 .95 25.00 25.05 25.10 25.14 25 .19 25.24 25.28 25.33 25 .38 25.42 25 .47 25 .52 25.56 25.61 25 .66 25 . 71 25.75 25.80 25.85 25.89 25 .94 25 .98 26.03 26.07 26 .12 26.17 26 .24 26 .30 26 .37 TW Elev ft Converge Error +/-ft Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Out fall Free Outfall Free Outfall Fre e Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Bentley PondPack (10 .00 .027.00) Contributing Structures R0 ,00 ,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0,00 ,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00 ,CO R0,00 ,CO R0 ,00 ,CO R0,00 ,CO R0 ,00,CO R0 ,00,CO R0,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00 ,CO R0 ,00,CO R0,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO R0 ,00,CO 4:59 PM Bentley Systems, Inc. 5/28/2008 ( Type .... Outlet Input Data Page 5 .1 0 Name .... OUT lB File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage REQUESTED POND WS ELEVATIONS : Min . Elev.= Increment = Max . Elev.= 330 .00 ft .05 ft 341. 00 ft ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (Upstream to DnStream) <---Reverse Flow Only (DnStream to Upstream) <---> Forward and Reverse Both Allowed Structure No . Outfall El , ft E2 , ft ------------------------------------------ Weir-Rectangular WO ---> TW 336 .500 341. 000 Weir-Rectangular Wl ---> TW 339 .000 341 .000 TW SETUP, DS Channel S/N : Bentley PondPack (10.00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Outlet Input Data Page 5 .11 Name .... OUT lB File .... Z :\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage S/N : OUTLET STRUCTURE INPUT DATA Structure ID Structure Type # of Openings Crest Elev. Weir Length Weir Coeff . Weir TW effects Structure ID Structure Type # of Openings Crest Elev . Weir Length Weir Coeff . Weir TW effects Structure ID Structure Type = WO = Weir-Rectangular 1 336.50 ft 7.25 ft 3 .330000 (Use adjustment equation) = Wl = Weir-Rectangular 1 339.00 ft 10 .00 ft 3 .330000 (U se adjustment equation) = TW = TW SETUP , OS Channel FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES ... Maximum Iterations= 40 Min. TW tolerance .01 ft Max. TW tolerance .01 ft Min. HW tolerance .01 ft Max . HW tolerance .01 ft Min . Q tolerance .00 cfs Max . Q tolerance .00 cf s Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Outlet Input Data Name. . . . OUT lB Page 5 .11 File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage S/N: OUTLET STRUCTURE INPUT DATA Structure ID Structure Type # of Openings Crest Elev. Weir Length Weir Coeff. Weir TW effects Structure ID Structure Type # of Openings Crest Elev. Weir Length Weir Coeff. Weir TW effects Structure ID Structure Type = WO = Weir-Rectangular l 336.50 ft 7.25 ft 3.330000 (Use adjustment equation) = Wl = Weir-Rectangular 1 339 .00 ft 10 .00 ft 3.330000 (Use adjustment equation) = TW = TW SETUP, DS Channel FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES ... Maximum Iterations= 40 Min. TW tolerance .01 ft Max . TW tolerance .01 ft Min. HW tolerance .01 ft Max . HW tolerance .01 ft Min . Q tolerance .00 cfs Max. Q tolerance .00 cfs Bentley PondPack (10.00.027.00) 4:59 PM Bentley Systems, Inc. 5/28/2008 Type .... Composite Rating Curve Page 5 .12 Name .... OUT lB File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Elev . ft 330 .00 330 .05 330 .10 330 .15 330 .20 330 .25 330 .30 330.35 330 .40 330 .45 330 .50 330 .55 330 .60 330 .65 330 .70 330 .75 330.80 330 .85 330 .90 330 .95 331. 00 331. 05 331.10 331.15 331. 20 331. 25 331. 30 331.35 331. 40 331. 45 331 .50 331 .55 331 .60 331 .65 331. 70 331. 7 5 331 .80 331. 85 S/N: Q cf s .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TW Elev ft Converge Error +/-ft Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Bentley PondPack (10.00.027 .00) Contributing Structures None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing 4 :59 PM Bentley Systems, I nc . 5/28/2008 Type .... Composite Rating Curve Page 5.13 Name .... OUT lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Elev. ft Q cf s TW Elev ft Converge Error +/-ft Contributing Structures 331.90 .00 Free Outfall None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contri buting None contributing 331 .95 332 .00 332 .05 332.10 332.15 332.20 332 .25 332 .30 332 .35 332.40 332 .45 332 .50 332 .55 332 .60 332 .65 332 .70 332 .75 332 .80 332 .85 332 .90 332 .95 333 .00 333 .05 333 .10 333 .15 333 .20 333.25 333 .30 333 .35 333 .40 333.45 333.50 333.55 333 .60 333 .65 333.70 333.75 S/N : .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Bentley PondPack (10.00 .027 .00) 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Composite Rating Curve Page 5 .13 Name .... OUT lB File .... Z:\7000\7066 -Kyle View (Aspen Heights} Subdivision\ENG \Drainage \prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Elev. Q ft cf s TW Elev ft Converge Error +/-ft Contributing Structures 331.90 331.95 332.00 332.05 332.10 332 .15 332.20 332.25 332.30 332.35 332 .40 332.45 332 .50 332.55 332.60 332.65 332 .70 332.75 332.80 332.85 332.90 332.95 333.00 333.05 333.10 333 .15 333.20 333.25 333.30 333.35 333.40 333.45 333.50 333.55 333.60 333.65 333.70 333.75 S/N: .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall Bentley PondPack (10.00 .027 .00) None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contri buting None contributing None contributing None contributing None contributing None contri buting None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contri buting None contri buting None contributing None contributing None contri buting None contributing None contributing None contributing None contributing None contributing None contri buting None contributing None contributing None contributing 4 :59 PM Bentley Systems, Inc. 5/28/2008 Type .... Composite Rating Curve Page 5 .14 Name .... OUT lB File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Elev. Q ft cfs TW Elev ft Converge Error +/-ft 333 .80 .00 Free Outfall 333 .85 333.90 333.95 334.00 334.05 334.10 334 .15 334 .20 334.25 334.30 334 .35 334 .40 334.45 334 .50 334 .55 334 .60 334 .65 334 .70 334 .75 334 .80 334 .85 334 .90 334 .95 335 .00 335 .05 335 .10 335 .15 335 .20 335 .25 335 .30 335 .35 335 .40 335 .45 335 .50 335 .55 335 .60 335 .65 S/N: .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Bentley PondPack (10.00 .027 .00) Notes Contributing Structures None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributi ng None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributi ng None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Composite Rating Curve Page 5 .15 Name .... OUT lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev , Total Q Notes Elev. ft 335 .70 335 .75 335 .80 335 .85 335 .90 335 .95 336 .00 336 .05 336.10 336.15 336.20 336.25 336.30 336.35 336.40 336.45 336.50 336.55 336 .60 336 .65 336 .7 0 336 .75 336 .80 336 .85 336 .90 336 .95 337 .00 337 .05 337 .10 337 .15 337 .20 337 .25 337 .30 337 .35 337 .40 337.45 337.50 337.55 S/N: Q cf s .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .2 7 .76 1. 40 2 .16 3.02 3 .97 5 .00 6 .11 7.29 8.54 9.85 11. 22 12 .65 14 .14 15.68 17.27 18 .92 20 .61 22 .36 24 .14 25 .98 TW Elev ft Converge Error +/-ft Contributing Structures Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Composite Rating Curve Page 5 .15 Name .... OUT lB File .... Z:\7 000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage. ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Elev. ft 335 .70 335.75 335.80 335.85 335.90 335.95 336.00 336.05 336.10 336.15 336. 20 336 .25 336 .30 336.35 336. 40 336 .45 336.50 336.55 336.60 336.65 336. 70 336.75 336. 80 336.85 336.90 336.95 337.00 337.05 337.10 337 .15 337.20 337.25 337 .30 337 .35 337.40 337.45 337.50 337.55 S/N: Q cfs .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .27 .76 1. 40 2 .16 3.02 3.97 5.00 6.11 7.29 8.54 9.85 11. 22 12.65 14 .14 15 .68 17.27 18.92 20 .61 22.36 24.14 25.98 TW Elev ft Converge Error +/-ft Contributing Structures Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing None contributing WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO WO Bentley PondPack (10.00.027 .00) 4:59 PM Bentley Systems, Inc. 5/28 /2008 Type .... Composite Rating Curve Page 5 .16 Name .... OUT lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\preli m_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ------------------------Converge ------------------------- Elev. Q TW Elev Error ft cf s ft +/-ft Contributi ng Structures ------------------------------------------------- 337 .60 27 .85 Free Outfall WO 337 .65 29 .77 Free Outfall WO 337 .70 31 .74 Free Outfall WO 337 .75 33 .74 Free Outfall WO 337 .80 35 .78 Free Outfall WO 337 .85 37 .87 Free Outfall WO 337 .90 39 .99 Free Outfall WO 337 .95 42 .15 Free Outfall WO 338 .00 44 .35 Free Outfall WO 338 .05 46 .59 Free Outfall WO 338 .10 48 .86 Free Outfall WO 338 .15 51 .17 Free Outfall WO 338 .20 53 .51 Free Outfall WO 338 .25 55 .89 Free Outfall WO 338 .30 58 .30 Free Outfall WO 338 .35 60 .75 Free Outfall WO 338 .40 63 .23 Free Outfall WO 338 .45 65 .74 Free Outfall WO 338 .50 68 .29 Free Outfall WO 338 .55 70 .86 Free Outfall WO 338 .60 73 .47 Free Outfall WO 338 .65 76 .11 Free Outfall WO 338 .70 78 .78 Free Outfall WO 338 .75 81. 48 Free Outfall WO 338 .80 84 .21 Free Outfall WO 338 .85 86 .97 Free Outfall WO 338 .90 89 .76 Fr ee Outfall WO 338 .95 92 .58 Free Outfall WO 339 .00 95 . 43 Free Outfall WO +Wl 339 .05 98 .68 Free Outfall WO +Wl 339 .10 102 .27 Free Outfall WO +Wl 339 .15 106.08 Free Outfall WO +Wl 339 .20 110 . 09 Free Outfall WO +Wl 339 .25 114 . 26 Free Outfall WO +Wl 339 .30 118 . 59 Free Outfall WO +Wl 339 .35 123 .05 Free Outfall WO +Wl 339 .40 127 .65 Free Outfall WO +Wl 339 .45 132 .38 Free Outfall WO +Wl S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Composite Rating Curve Page 5 .17 Name .... OUT lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev , Total Q Notes ------------------------Converge ------------------------- Elev. Q TW Elev Erro r ft cfs ft +/-ft Contributing Structures ------------------------------------------------- 339.50 137.22 Free Outfall WO +Wl 339.55 142 .18 Free Outfall WO +Wl 339.60 147 .25 Free Outfall WO +Wl 339.65 152 .42 Free Outfall WO +Wl 339.70 157 .70 Free Outfall WO +Wl 339.75 163 .08 Free Outfall WO +Wl 339.80 168 .55 Free Outfall WO +Wl 339.85 174 .13 Free Outfall WO +Wl 339.90 179 .79 Free Outfall WO +Wl 339.95 185 .54 Free Outfall WO +Wl 340 .00 191. 38 Free Ou tfall WO +Wl 340 .05 197 .31 Free Ou tfall WO +Wl 340 .10 203 .32 Free Outfall WO +Wl 340 .15 209 .42 Free Outfall WO +Wl 340 .20 215 .60 Free Outfall WO +Wl 340 .25 221. 86 Free Outfall WO +Wl 340 .30 228 .19 Free Out fall WO +Wl 340 .35 234 .61 Free Outfall WO +Wl 340.40 241.10 Free Outfall WO +Wl 340 .45 2 4 7 . 67 Free Outfall WO +Wl 340 .50 254.32 Free Outfall WO +Wl 340 .55 261.03 Free Outfall WO +Wl 340 .60 267 .82 Free Outfall WO +Wl 340 .65 274 .68 Free Out fall WO +Wl 340 .70 281. 62 Free Outfall WO +Wl 340 .75 288 .62 Free Outfall WO +Wl 340 .80 295.69 Free Outfall WO +Wl 340 .85 302 .83 Free Outfall WO +Wl 340 .90 310 .03 Free Outfall WO +Wl 340 .95 317.31 Free Outfall WO +Wl 341. 00 324.65 Free Outfall WO +Wl S/N: Bentley PondPack (10.00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Composite Rating Curve Page 5.17 Name .... OUT lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ------------------------Converge ------------------------- Elev. Q TW Elev Error ft cf s ft +/-ft Contributing Structures ------------------------------------------------- 339 .50 137.22 Free Outfall WO +Wl 339.55 142 .18 Free Outfall WO +Wl 339 .60 147.25 Free Outfall WO +Wl 339.65 152.42 Free Outfall WO +Wl 339.70 157.70 Free Outfall WO +Wl 339 .75 163.08 Free Outfall WO +Wl 339.80 168.55 Free Outfall WO +Wl 339.85 174.13 Free Outfall WO +Wl 339.90 179 .79 Free Outfall WO +Wl 339.95 185 .54 Free Outfall WO +Wl 340 .00 191. 38 Free Outfall WO +Wl 340.05 197.31 Free Outfall WO +Wl 340 .10 203.32 Free Outfall WO +Wl 340.15 209.42 Free Outfall WO +Wl 340.20 215.60 Free Outfall WO +Wl 340 .25 221.86 Free Outfall WO +Wl 340.30 228 .19 Free Outfall WO +Wl 340.35 234.61 Free Outfall WO +Wl 340 .40 241.10 Free Outfall WO +Wl 340.45 247.67 Free Outfall WO +Wl 340.50 254.32 Free Outfall WO +Wl 340.55 261.03 Free Outfall WO +Wl 340.60 267.82 Free Outfall WO +Wl 340.65 274.68 Free Outfall WO +Wl 340 .70 281.62 Free Outfall WO +Wl 340 .75 288 .62 Free Outfall WO +Wl 340.80 295.69 Free Outfall WO +Wl 340 .85 302.83 Free Outfall WO +Wl 340.90 ·310.03 Free Outfall WO +Wl 340 .95 317 .31 Free Outfall WO +Wl 341. 00 324 .65 Free Outfall WO +Wl S/N: Bentley PondPack (10 .00.027.00) 4:59 PM Bentley Systems, Inc. 5 /28 /2008 ( ( Type .... Pond E-V-Q Table Page 6 .01 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROU TING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED POND lB IN 2 NONE STORED -POND lB POND lB POND lB OUT 1B 330 .00 .000 .00 .00 ft ac-ft cfs cf s OUT 2 Starting Total Qout= .00 cfs Time Elevation f t Increment Outflow cf s .0500 Storage ac-ft hrs Area acres Infilt. cf s Q Total cf s 2S/t + 0 cfs ------------------------------------------------------------------------------ 330 .00 .00 .000 .0000 330 .05 .00 .000 .0001 330 .10 .00 .000 .0002 330 .15 .00 .000 .0005 330 .20 .00 .000 .0009 330 .25 .00 .000 . 0014 330 .30 .00 .000 .0020 330 .35 .00 .000 .0027 330 .40 .00 .000 .0035 330 .45 .00 .001 .0045 330 .50 .00 .001 .0055 330 .55 .00 .001 .0067 330 .60 .00 .002 .0080 330 .65 .00 .002 .0093 330 .70 .00 .003 .0108 330 .75 .00 .003 .0124 330 .80 .00 .004 .0142 330 .85 .00 .005 . 0160 330 .90 .00 .005 .0179 330 .95 .00 .006 .0200 S/N : Bentley PondPack (10 .00 .027 .00) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 : 59 PM .00 .00 .00 .01 .03 .06 .10 .15 .23 .33 .45 .59 .77 .98 1. 22 1. 51 1. 83 2 .19 2 .60 3 .06 Bentley Systems, Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6.02 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\ Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INI TIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED -POND lB IN 2 NONE STORED -POND lB OUT 2 POND lB POND lB OUT lB 330 .00 .000 .00 .00 ft ac-ft cf s cf s Starting Total Qout= .00 cf s Time Elevation ft Increment Outflow cf s .0500 Storage ac-ft hrs Area acres Infilt. cfs Q Total cfs 2S/t + 0 cfs ------------------------------------------------------------------------------ 331.00 .00 .007 331.05 .00 .009 331 .10 .00 .010 331 .15 .00 . Oll 331. 20 .00 . 013 331.25 .00 .014 331 .30 .00 .016 331.35 .00 .018 331. 40 .00 .020 331.45 .00 . 022 331 .50 .00 .025 331.55 .00 . 027 331.60 .00 .030 331.65 .00 .033 331 .70 .00 .036 331. 7 5 .00 .040 331 .80 .00 .043 331. 85 .00 .047 331.90 .00 .051 331 .95 .00 .055 S/N : Bentley PondPack (10 .00 .027 .00) .0221 .00 .0244 .00 . 0268 .00 .0292 .00 .0318 .00 .0346 .00 .0374 .00 .0403 .00 .0433 .00 .0465 .00 .0498 .00 .0531 .00 .0566 .00 .0602 .00 .0639 .00 .0677 .00 .0717 .00 .0757 .00 .0798 .00 .0841 .00 4 :59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 3.57 4 .13 4 .75 5 .43 6 .17 6 .97 7 .84 8 .78 9 .79 10 .88 12 .04 13 . 29 14 .62 16 .03 17 .53 19 .12 20 .81 22 .59 24 .47 26 . 46 Bentley Systems , Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6 .02 Name .... POND lB File .... Z:\7000 \7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prel im_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage \ Inf low HYG file NONE STORED POND lB IN 2 Outflow HYG file NONE STORED -POND lB OUT 2 Pond Node Pond Volume Pond Outlet Data Data Data POND lB POND 1B OUT lB No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. Starting Tot al Qout= Time Increment Elevation ft Outflow cfs 330 .00 .000 .00 .00 .00 .0500 Storage ac-ft ft ac-ft cf s c f s cfs hrs Area Infilt. acres cfs Q Total cfs 2S/t + 0 cf s ------------------------------------------------------------------------------ 331.00 .00 .007 331 .05 .00 .009 331.10 .00 .010 331 .15 .00 . 011 331.20 .00 . 013 331 .25 .00 . 014 331.30 .00 . 016 331.35 .00 .018 331. 40 .00 .020 331. 45 .00 . 022 331. 50 .00 .025 331.55 .00 . 027 331. 60 .00 .030 331 .65 .00 .033 331. 70 .00 .036 331. 75 .00 .040 331. 80 .00 .043 331 .85 .00 .047 331.90 .00 .051 331 .95 .00 .055 S/N: Bentley PondPack (10.00.027.00) .0221 .00 .0244 .00 . 0268 .00 .0292 .00 .0318 .00 .0346 .00 .0374 .00 .0403 .00 .0433 .00 .0465 .00 .0498 .00 .0531 .00 .0566 .00 .0602 .00 .0639 .00 .0677 .00 . 0717 .00 .0757 .00 .0798 .00 .0841 .00 4:59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . 00 .00 .00 .00 .00 3 .57 4.13 4 .75 5. 43 6.17 6 .97 7 .84 8 .78 9 .79 10 .88 12 .04 13 .29 14.62 16.03 17 .53 19.12 20.81 22 .59 24 .47 26.46 Bentley Systems, Inc. 5/28/2008 ( Type .... Pond E-V-Q Table Page 6 .03 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED -POND lB IN 2 NONE STORED -POND lB OUT 2 POND lB POND lB OUT lB 330 .00 .000 .00 .00 ft ac-ft cf s cf s Starting Total Qout= .00 cf s Time Elevation ft Increment Outflow cf s .0500 Storage ac-ft hrs Area acres I n filt . cf s Q Total cf s 2S/t + 0 cfs ------------------------------------------------------------------------------ 332 .00 .00 .059 .0885 332 .05 .00 . 064 . 0929 332 .10 .00 .068 .0975 332 .15 .00 .073 .1022 332 .20 .00 .079 .1070 332 .25 .00 .084 .1120 332 .30 .00 .090 .1170 332 .35 .00 .096 .1221 332 .40 .00 .102 .1274 332 .45 .00 .108 .1328 332 .50 .00 .115 .1382 332 .55 .00 .122 .1438 332 .60 .00 .130 .1495 332 .65 .00 .137 .1553 332 .70 .00 .145 .1612 332 .75 .00 .153 .1673 332 .80 .00 .162 .1734 332 .85 .00 .171 .1796 332 .90 .00 .180 .1860 332 .95 .00 .189 .1925 S/N : Bentley PondPack (10 .00 .027 .00) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 :59 PM 28 .55 30 .74 33 .05 35 . 46 37 .99 40 .64 43 .41 46 .31 49 .33 52 .47 55.75 59.16 62 .71 66. 40 70 .23 74 .21 78 .33 82 .60 87 .02 91 .60 Bentley Systems, Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6.04 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting ws Elev Starting Volume Starting Outflow Starting Infiltr . NONE STORED -POND lB IN 2 NONE STORED -POND lB OUT 2 POND lB POND lB OUT lB 330.00 .000 .00 .00 ft ac-ft cfs cfs Starting Total Qout= .00 cfs Time Increment .0500 hrs Elevation Outfl ow Storage Area Infilt. ft cf s ac-ft acres cf s Q Total 2S/t + 0 cf s cf s ------------------------------------------------------------------------------ 333 .00 .00 .199 333 .05 .00 .209 333.10 .00 .220 333.15 .00 .230 333.20 .00 .242 333.25 .00 .253 333.30 .00 .265 333.35 .00 .277 333.40 .00 .290 333 .45 .00 .303 333 .50 .00 .316 333 .55 .00 .330 333 .60 .00 .344 333 .65 .00 .358 333 .70 .00 .373 333 .75 .00 .389 333 .80 .00 . 405 333 .85 .00 .421 333 .90 .00 .437 333 .95 .00 .454 S/N: Bentley PondPack (10 .00 .027 .00) .1 991 .00 .2057 .00 .2125 .00 .2195 .00 .2265 .00 .2336 .00 .2408 .00 .2482 .00 .2557 .00 .2632 .00 .2709 .00 . 2787 .00 .2866 .00 . 2946 .00 .3028 .00 . 3110 .00 .3194 .00 .3278 .00 .3364 .00 .3451 .00 4 :59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 96.34 101. 24 106.30 111. 53 116. 92 122.49 1 28 .23 134 .15 140 .24 146.52 152.98 159.63 166.48 173.51 180.74 188.16 195.79 203 .62 211. 66 219 .91 Bentley Systems , Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6 .04 Name .... POND lB File .... Z:\7000 \7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prel im_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED -POND lB IN 2 NONE STORED -POND lB POND lB POND lB OUT 1B 330.00 .000 .00 .00 ft ac-ft cfs cf s OUT 2 Starting Total Qout= .00 cfs Time Increment .0500 hrs Elevation Outflow Storage Area Infilt. ft cfs ac-ft acres cfs Q Total 2S/t + 0 cfs cf s ------------------------------------------------------------------------------ 333 .00 .00 .199 333.05 .00 .209 333 .10 .00 .220 333.15 .00 .230 333.20 .00 .242 333.25 .00 .253 333.30 .00 . 265 333.35 .00 .277 333.40 .00 .290 333 .45 .00 .303 333 .50 .00 .316 333.55 .00 .330 333.60 .00 .344 333.65 .00 .358 333 .70 .00 .373 333 .75 .00 .389 333 .80 .00 .405 333.85 .00 .421 333.90 .00 . 437 333.95 .00 .454 S/N : Bentley PondPack (10 .00 .027 .00) .1991 .00 .2057 .00 .2125 .00 .2195 .00 .2265 .00 .2336 .00 .2408 .00 .2482 .00 .2557 .00 .2632 .00 .2709 .00 .2787 .00 .2866 .00 .2946 .00 .3028 .00 . 3110 .00 .3194 .00 .3278 .00 .3364 .00 .3451 .00 4 :59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 96.34 101.24 106.30 111. 53 116 . 92 122.49 128 .23 134 .15 140.24 146.52 152.98 159.63 166.48 173 .51 180.74 188 .16 195.79 203.62 211 .66 219.91 Bentley Systems, Inc. 5/28/2008 Type .... Pond E-V-Q Table Page 6 . 05 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z :\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\ Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration I NITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED -POND lB IN 2 NONE STORED -POND lB OUT 2 POND lB POND lB OUT lB 330 .00 .000 .00 .00 ft ac-ft cf s cfs Starting Total Qout= .00 cf s Time Increment .0500 hrs Elevation Outflow Storage Area Infilt . ft cf s ac-ft acres cf s Q Total 2S/t + 0 cf s cfs ------------------------------------------------------------------------------ 334 .00 .00 . 472 334 .05 .00 .490 334 .10 .00 .508 334 .15 .00 .527 334 .20 .00 .546 334 .25 .00 .566 334 .30 .00 .586 334 .35 .00 .607 334 .40 .00 .628 334 .45 .00 .650 334 .50 .00 . 672 334 .55 .00 . 694 334 .60 .00 .718 334 .65 .00 .741 334 .70 .00 .765 334 .75 .00 .790 334 .80 .00 .815 334 .85 .00 .841 334 .90 .00 . 867 334 .95 .00 .894 S/N : Bentley PondPack (10 .00 .027 .00) .3539 .00 .3628 .00 .3718 .00 .3809 .00 .3901 .00 .3995 .00 .4089 .00 .4185 .00 .4282 .00 .4380 .00 .4479 .00 .4579 .00 .4680 .00 .4782 .00 .4886 .00 .4990 .00 .5096 .00 .5202 .00 .5310 .00 .5419 .00 4 :59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 228 .36 237 .03 245 .92 255 .03 264 .36 273 .91 283 .69 293 . 71 303 .95 314 .43 325 .15 336 .11 347 .31 358 .76 370 .46 382 .41 394 .61 407 .07 419 .79 432 .78 Bentley Systems , Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6 .06 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage LEVEL POOL ROUT I NG DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\ Inf low HYG file Outfl ow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITI AL CONDITIONS Starting WS Elev Starting Volume Starting Out f l ow Starting Infil tr. NONE STORED -POND lB IN 2 NONE STORED -POND lB OUT 2 POND 1B POND 1B OUT lB 330 .00 .000 .00 .00 ft ac-ft cf s cf s Starting Total Qout= .00 cf s Time Elevation ft Increment Outfl ow c f s .0500 Storage ac-ft hrs Ar ea acr es Infilt . cf s Q Total cfs 2S/t + 0 cfs ------------------------------------------------------------------------------ 335 .00 .00 .922 335.05 .00 .949 335.10 .00 .978 335.15 .00 1. 007 335.20 .00 1 .037 335.25 .00 1. 067 335.30 .00 1. 098 335.35 .00 1.129 335.40 .00 1.161 335.45 .00 1.193 335.50 .00 1. 227 335.55 .00 1. 260 335 .60 .00 1. 295 335 .65 .00 1. 330 335 .70 .00 1. 365 335 .75 .00 1. 402 335 .80 .00 1. 438 335 .85 .00 1. 476 335 .90 .00 1. 514 335 .95 .00 1. 553 S/N : Bentley PondPack (10 .00 .027 .00 ) .5529 .00 .5640 .00 .5753 .00 .5866 .00 .5980 .00 . 6096 .00 .6213 .00 .6330 .00 . 64 4 9 .00 .6569 .00 .6690 .00 .6812 .00 .6936 .00 .7060 .00 .7186 .00 .731 2 .00 .7440 .00 .7569 .00 .7699 .00 .7830 .00 4 :59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 0 .0 0 .00 .00 .00 .00 .00 .00 .00 .00 446.02 459 .53 473 .32 487 .38 501. 72 516.32 531.21 546.40 561.86 577 .61 593 .65 609 .99 626 .63 643 .56 660 .80 678 .34 696 .19 714 .35 732 .82 751.62 Bentley Systems , Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6 .06 Name .... POND lB File .... Z:\7000 \7066 -Kyle View (Aspen Heigh ts) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\ Inf low HYG file NONE STORED POND lB IN 2 Outflow HYG file NONE STORED -POND lB Pond Node Pond Volume Pond Outlet Data Data Data POND lB POND lB OUT lB No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. Starting Total Qout= Time Increment Elevation ft Outflow cfs 330.00 .000 .00 .00 .00 .0500 Storage ac-ft ft ac-ft cf s cf s cf s hrs Area acres OUT 2 Infilt . cfs Q Total cfs 2S/t + 0 cf s ------------------------------------------------------------------------------ 335.00 .00 . 922 335.05 .00 .949 335.10 .00 .978 335 .15 .00 1. 007 335 .20 .00 1. 037 335.25 .00 1. 067 335 .30 .00 1. 098 335 .35 .00 1.129 335.40 .00 1.161 335.45 .00 1.193 335.50 .00 1. 227 335.55 .00 1. 260 335.60 .00 1. 295 335.65 .00 1.330 335 .70 .00 1.365 335.75 .00 1. 402 335 .80 .00 1. 438 335.85 .00 1. 4 7 6 335 .90 .00 1. 514 335 .95 .00 1 .553 S/N: Bentley PondPack (10.00.027.00 ) .5529 .00 .5640 .00 .5753 .00 .5866 .00 .5980 .00 . 6096 .00 .6213 .00 .6330 .00 .6449 .00 .6569 .00 .6690 .00 .6812 .00 .6936 .00 .7060 .00 . 7186 . 00 .7312 .00 .7440 .00 .7569 .00 .7699 .00 .7830 .00 4 :59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 446.02 459 .53 473.32 487.38 501. 72 516.32 531.21 546 .40 561. 86 577 .61 593.65 609 .99 626.63 643.56 660 .80 678 .34 696.19 714 . 35 732 .82 751 .62 Bentley Systems, Inc. 5/28/2008 Type .... Pond E-V-Q Table Page 6 .07 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z :\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outf low Starting Infiltr . NONE STORED POND lB IN 2 NONE STORED -POND lB POND lB POND lB OUT lB 330 .00 .000 .00 .00 ft ac-ft cfs cf s OUT 2 Starting Total Qout= .00 cfs Time Increme nt .0500 hrs Elevation Outflow Storage Area Infilt . ft cfs ac -ft acres cf s Q Total 2S/t + 0 cfs cfs ------------------------------------------------------------------------------ 336.00 .00 1. 592 . 7962 336.05 .00 1. 633 .8095 336.10 .00 1. 673 .8230 336.15 .00 1 .715 .8365 336.20 .00 1. 757 .8502 336.25 .00 1 .800 .8639 336.30 .00 1. 843 .8778 336.35 .00 1. 888 .8918 336.40 .00 1. 933 .9059 336.45 .00 1. 978 .9201 336.50 .00 2 .025 .9344 336.55 .27 2 . 072 .9489 336.60 .76 2 .119 . 9634 336.65 1. 40 2 .168 .9781 336.70 2 .16 2 .217 .9928 336.75 3 .02 2 .267 1.0077 336.80 3 .97 2 .318 1. 0227 336.85 5 .00 2 .370 1. 0378 336.90 6 .11 2.422 1 .0530 336.95 7 .29 2 .475 1.0683 S/N : Bentley PondPack (10 .00 .027 .00) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .27 .00 .76 .00 1. 40 .00 2 .16 .00 3 .02 .00 3 .97 .00 5 .00 .00 6 .11 .00 7 .29 4 : 59 PM 770 .72 790.15 809 .91 829 .98 850 .40 871.13 892 .20 913 .62 935 .37 957 .47 979 .91 1002 .96 1026.60 1050 .72 1075 .34 1100 .40 1125 . 91 1151 .88 1178 .28 1205 .14 Bentley Systems , Inc. 5/28/2008 Type .... Pond E-V-Q Table Page 6.08 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Asp en Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivisi on\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration I NITIAL CONDITIONS Starting ws Elev Starting Volume Starting Outflow St arting Infiltr. NONE STORED -POND lB IN 2 NONE STORED -POND lB OUT 2 POND l B POND l B OUT lB 330 .00 .000 .00 .00 ft ac-ft cf s cf s Starting Total Qout= .00 cfs Time Elevati on ft Increment Outflow cf s .0500 Stor age ac-ft hrs Area acr es Infi lt. c f s Q Total c f s 2S/t + 0 cfs ------------------------------------------------------------------------------ 337 .00 8 .54 2 .529 337 .05 9.85 2 .583 337 .10 11. 22 2 .637 337 .15 12 .65 2 .692 337 .20 14 .14 2 .747 337 .25 15.68 2 .802 337 .30 17 . 27 2 .858 337 .35 18 .92 2 .913 337 .40 20 .61 2 . 969 337 .45 22 .36 3 .025 337 .50 24 .14 3 .081 337 .55 25 .98 3 .137 337 .60 27 .85 3 .1 94 337 .65 29 .77 3 .251 337 .70 31 .74 3 .308 337 .75 33 .74 3 .365 337 .80 35 .78 3 .422 337 .85 37 .87 3 .480 337 .90 39 .99 3 .538 337 .95 42 .15 3 .596 S/N : Bentl ey PondPack (10 .00 .027 .00) 1. 0837 .00 1. 0879 .00 1. 0920 .00 1. 0962 .00 1 .1003 .00 1.1045 .00 1 .1087 .00 1 . 1128 .00 1.1170 .00 1 .1212 .00 1 .1254 .00 1.1297 .00 1.1339 .00 1.1381 .00 1.1423 .00 1 . 14 66 .00 1 .1508 .00 1 .1551 .00 1.1594 .00 1 .1637 .00 4 :59 PM 8 .54 9 .85 11. 22 12 .65 14 .14 15 .68 17 .27 18 .92 20 .61 22 .36 24 .14 25.98 27 .85 29.77 31 .74 33 .74 35.78 37 .87 39 .99 42 .15 1232.42 1260 .00 1287 .76 1315 .66 1343 .73 1371. 94 14 00 .31 1428 .85 1457 .51 14 86 .35 1515 .31 1544 .43 1573 .70 1603 .11 1632 .67 1662 .37 1692 .20 1722 .20 1752 .32 1782 .60 Bentley Systems , Inc. 5/28/2008 Type .... Pond E-V-Q Table Page 6.08 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000 \7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage \ Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No I nfiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED -POND lB IN 2 NONE STORED -POND lB POND lB POND l B OUT 1B 330 .00 .000 .00 .00 ft ac-ft cf s cf s OUT 2 Starting Total Qout= .00 cf s Time Increment .0500 hrs Elevation Outflow Storage Area Infilt. ft cf s ac-ft acres c f s Q Total 2S/t + 0 cfs cfs ------------------------------------------------------------------------------ 337.00 8 .54 2 .529 337.05 9.85 2 .583 337 .10 11 . 22 2.637 337.15 12.65 2.692 337.20 14.14 2.747 337 .25 15.68 2.802 337.30 17.27 2.858 337 .35 18.92 2.913 337.40 20.61 2.969 337 .45 22 .36 3 .025 337 .50 24.14 3.081 337 .55 25 .98 3.137 337 .60 27.85 3.194 337.65 29 .77 3.251 337.70 31.74 3.308 337.75 33.74 3.365 337 .80 35 .78 3.422 337 .85 37 .87 3.480 337.90 39 .99 3 .538 337.95 42.1 5 3.596 S/N: Bentley PondPack (1 0 .00.027.00) 1.0837 .00 1. 0879 .00 1.0920 .00 1. 0962 .00 1.1003 .00 1.1045 .00 1 .1087 .00 1. 1128 .00 1.1170 .00 1.1212 .00 1 .1254 .00 1.1297 .00 1.1339 .00 1.1381 .00 1.1423 .00 1.1466 .00 1 .1508 .00 1 .1551 .00 1.1594 .00 1.1637 .00 4:59 PM 8.54 9.85 11. 22 12.65 14 .14 15 .68 17 .27 18.92 20.61 22 .36 24.14 25.98 27.85 29.77 31.74 33.74 35.78 37.87 39 .99 42 .15 1232 .42 1260 .00 1287.76 1315.66 1343.73 1371. 94 14 00 .31 1428.85 1457.51 1486 .35 1515.31 1544.43 1573 .70 1603 .11 1632.67 1662.37 1692.20 1722. 20 1752 .32 1782 .60 Bentley Systems, Inc. 5 /28/2008 Type .... Pond E-V-Q Table Page 6 .09 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting ws Elev Starting Volume Starting Outflow Starting Infiltr . NONE STORED POND lB IN 2 NONE STORED -POND lB OUT 2 POND lB POND lB OUT lB 330.00 .000 .00 .00 ft ac-ft cfs cf s Starting Total Qout= .00 cf s Time Increment .0500 hrs Elevation Outflow Storage Area Infilt . ft cf s ac-ft acres cf s Q Total 2S/t + 0 cfs cf s ------------------------------------------------------------------------------ 338 .00 44 .35 3 .654 1. 1679 338.05 46 .59 3 .713 1.1721 338 .10 48 .86 3 .771 1.1763 338 .15 51 .17 3 .830 1.1805 338 .20 53 .51 3 .890 1 .1848 338.25 55 .89 3 .949 1.1890 338 .30 58 .30 4 .008 1.1932 338 .35 60 .75 4 .068 1.1974 338 .40 63 .23 4 .128 1.2017 338 .45 65 .74 4 .188 1.2059 338 .50 68 .29 4 .249 1. 2102 338 .55 70 .86 4 .309 1 .2145 338 .60 73 .47 4 .370 1. 2187 338 .65 76 .11 4 .431 1 .2230 338 .70 78 .78 4 . 4 93 1.2273 338 .75 81. 48 4 .554 1 .2316 338 .80 84 .21 4 .616 1. 2359 338 .85 86 .97 4 . 678 1. 2402 338 .90 89 .76 4 .740 1.2446 338 .95 92 .58 4 .802 1.2489 S/N : Bentley PondPack (10 .00 .027 .00) .00 44 .35 .00 46 .59 .00 48 .86 .00 51 .17 .00 53 .51 .00 55 .89 .00 58 .30 .00 60 .75 .00 63 .23 .00 65 .74 .00 68 .29 .00 70 .86 .00 73 .47 .00 76 .11 .00 78 .78 .00 81. 48 .00 84 .21 .00 86 .97 .00 89 .76 .00 92 .58 4 :59 PM 1813 .01 1843 .55 1874 .25 1905 .07 1936 .04 1967 .14 1998 .37 2029 .75 2061 .25 2092 .91 2124 .68 2156 .59 2188 .65 2220 .83 2253 .16 2285 .60 2318 .19 2350 .92 2383 .77 2416 .77 Bentley Systems, Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6 .10 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\ Inf low HYG file NONE STORED -POND lB IN 2 Outflow HYG file NONE STORED -POND lB OUT 2 Pond Node Pond Volume Pond Outlet Data Data Data POND 1B POND 1B OUT lB No Infiltration I NITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr . Starting Total Qout= Time Increment Elevation ft Outflow cfs 330 .00 .000 .00 .00 .00 .0500 Storage ac-ft ft ac-ft cf s cf s cf s hrs Area I nfilt . acres cf s Q Total cf s 2S/t + 0 cf s ------------------------------------------------------------------------------ 339 .00 95 .43 4 .865 339 .05 98 .68 4 .927 339 .10 102 .27 4 .990 339 .15 106 .08 5 .054 339 .20 110. 09 5 .117 339 .25 114 .26 5 .181 339 .30 118 . 59 5 .244 339 .35 123 .05 5 .308 339 .40 127 .65 5 .373 339 .45 132 . 38 5 . 437 339 .50 137 .22 5 .502 339 .55 142 .18 5 .567 339 .60 147 .25 5 .632 339 .65 152 .42 5 .697 339 .70 157 .70 5 .763 339 .75 163 .08 5 .829 339.80 168 .55 5 .895 339.85 174 .13 5 . 961 339.90 179 .79 6 .027 339.95 185 .54 6 .094 S/N: Bentley PondPack (1 0 .00 .027 .0 0) 1 .2532 .00 1. 2575 .00 1. 2617 .00 1.2660 .00 1.2702 .00 1. 2745 .00 1. 2788 .00 1 .2831 .00 1. 2874 .00 1.2917 .00 1 . 2960 .00 1 .3003 .00 1. 304 7 .00 1.3090 .00 1 .3133 .00 1.3177 .00 1.3220 .00 1.3264 .00 1.3308 .00 1 .3351 .00 4 :59 PM 95 .43 98 .68 102 .27 106.08 110.09 114 .26 118 . 59 123.05 127 .65 132 .38 137 .22 142 .18 14 7 . 25 152 .42 157 .70 163 .08 168 .55 174 .13 179.79 185 .54 2449 .89 2483 .51 2517 .59 2551 .98 2586 .69 2621. 64 2656 .85 2692 .33 2728 . 03 2763 .97 2800 .12 2836 .48 2873 .08 2909 .88 2946 .90 2984 .10 3021.51 3059 .14 3096 .94 3134 .97 Bentley Systems, Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6.10 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\preli m_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 - Kyle View (Aspen Heights) Subdivi sion\ENG\Drainage\ Inf low HYG file NONE STORED -POND lB IN 2 Outflow HYG file NONE STORED -POND lB Pond Node Pond Volume Pond Outlet Data Data Data POND lB POND lB OUT lB No Infiltration I NITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. Starting Total Qout= Time Increment Elevat ion ft Outflow cfs 330.00 .000 .00 .00 .00 .0500 St orage ac -f t ft ac-ft c f s c f s cfs h r s Ar e a a cres OUT 2 Infilt . c f s Q Total cf s 2S/t + 0 cf s ------------------------------------------------------------------------------ 339 .00 95.43 4 .865 339 .05 98.68 4 .927 339 .10 102.27 4.990 339 .15 106.08 5 .054 339 .20 110.09 5.117 339.25 114 .26 5.181 339.30 118.59 5.244 339 .35 123 .05 5 .308 339 .40 127 .65 5.373 339.45 132 .38 5 .437 339.50 137 . 22 5.502 339 .55 142 .18 5 . 567 339 .60 147.25 5 .632 339.65 152 .42 5.697 339.70 157 .70 5. 763 339.75 163.08 5 .829 339.80 168.55 5 .895 339 .85 17 4.13 5. 961 339 .90 179.79 6.027 339.95 185 .54 6 .094 S/N: Bentley PondPack (10 .00 .027 .00) 1.2532 .00 1.2575 .00 1. 2617 .00 1. 2 660 .. 00 1. 2702 .00 1. 2745 .00 1. 2788 .00 1. 2831 .00 1 .2874 .00 1. 2917 .00 1. 2960 .00 1.3003 .00 1.3047 .00 1.3090 .00 1 .3133 .00 1 .3177 .00 1 .322 0 .00 1 .3264 .00 1 .3308 .00 1 .3351 .00 4:59 PM 95.43 98.68 1 02 .27 106.08 110.09 114.26 118 . 59 123 .05 127.65 132 .38 137 .22 142 .18 147.25 152 .42 157.70 163.08 168.55 174.13 1 79.79 185.54 2449 .89 2483 .51 2517.59 2551. 98 2586 .69 2621. 64 2656 .85 2692 .33 2728 .03 2763 .97 2800 .12 2836.48 2873 .08 2909 .88 2946 .90 2984 .10 3021. 51 3059.14 3096.94 3134 .97 Bentley Systems, Inc. 5/28/2008 Type .... Pond E-V-Q Table Page 6 .11 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr . NONE STORED -POND lB IN 2 NONE STORED -POND lB OUT 2 POND lB POND lB OUT lB 330 .00 .000 .00 .00 ft ac-ft cfs cfs Starting Total Qout= .00 cf s Time Increment .0500 hrs Elevation Outflow Storage Area Infi lt . ft cf s ac-ft acres cf s Q Total 2S/t + 0 cf s cf s ------------------------------------------------------------------------------ 340 .00 191. 38 6 .161 340 .05 197 .31 6 .228 340.10 203 .32 6 .295 340 .15 209 .42 6 .362 340 .20 215 .60 6 .429 340 .25 221. 86 6 . 496 340.30 228 .19 6 .563 340.35 234 .61 6 .630 340.40 241 .10 6 .697 340.45 247 .67 6 .764 340.50 254 .32 6 .830 340.55 261 .03 6.897 340 .60 267 .82 6 . 964 340.65 274 .68 7 .031 340.70 281. 62 7.098 340.75 288 .62 7 .165 340 .80 295 .69 7 .232 340 .85 302 .83 7 .299 340 .90 310 .03 7 .366 340 .95 317 .31 7 .433 S/N : Bentley PondPack (10 .00 .027 .00) 1. 3395 .00 1. 3395 .00 1. 3395 .00 1. 3395 .00 1. 3395 .00 1. 3395 .00 1. 3395 .00 1. 3395 .00 1 .3395 .00 1 .3395 .00 1 .3395 .00 1.3395 .00 1.3395 .00 1 .3395 .00 1 .3395 .00 1 .3395 .00 1.33 95 .00 1 .3395 .00 1.3395 .00 1 .3395 .00 4 :59 PM 191. 38 197 .31 203 .32 209.42 215 .60 221. 86 228 .19 234 .61 241 .10 247 .67 254 .32 261. 03 267 .82 274 .68 281. 62 288.62 295 .69 302 .83 310.03 317 .31 3173 .16 3211. 50 3249 .94 3288 .44 3327 .05 3365 . 72 3404 .46 3443 .31 3482 .21 3521 .21 3560 .26 3599 .38 3638 .60 3677 .87 3717 .23 3756 .64 3796 .12 3835 .69 3875 .31 3915 .01 Bentley Systems, Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6.12 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inflow HYG file NONE STORED -POND lB IN 2 Outflow HYG file NONE STORED -POND lB OUT 2 Pond Node Pond Volume Pond Outlet Data Data Data POND lB POND 1B OUT lB No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. Starting Total Qout= Time Increment Elevation ft 341. 00 S/N : Outflow cfs 324 .65 330 .00 .000 .00 .00 .00 .0500 Storage ac-ft 7 .500 Bentley PondPack (10 .00.027 .00) ft ac-ft cf s cfs cf s hrs Area Infilt. acres cfs 1.3395 .00 4:59 PM Q Total cfs 324 .65 2S/t + 0 cf s 3954 .76 Bentley Systems , Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6.12 Name .... POND lB File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\ Inflow HYG file NONE STORED -POND lB IN 2 Outflow HYG file NONE STORED -POND lB Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr . POND lB POND lB OUT lB 330.00 .000 .00 .00 Starting Total Qout= .00 Time Increment .0500 Elevation Outflow Storage ft cfs ac-ft 341. 00 324.65 7 .500 S/N: Bentley PondPack (10.00 .027.00) ft ac-ft cfs cfs cfs hrs Area acres 1. 3395 OUT 2 Infilt . cf s .00 4 : 59 PM Q Tot al cfs 324.65 2S/t + 0 cf s 3954 .76 Bentley Systems, Inc. 5 /28/2008 ( Type .... Node : Pond Inflow Summary Name .... POND lB IN Page 6.13 Event : 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 2 SUMMARY FOR HYDROGRAPH ADDITION at Node : POND lB IN HYG Directory : Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Upstream Link ID Upstream Node ID ADDLINK 60 POST 1B INFLOWS TO : POND lB IN HYG file HYG ID HYG tag POST 1B 2 TOTAL FLOW INTO : POND lB IN HYG file HYG ID HYG tag POND lB IN 2 S/N: Bentley PondPack (10 .00 .027.00) HYG file Volume ac-ft 10 .032 Volume ac-ft 10 .032 4 : 59 PM HYG ID POST lB Peak Time hrs 12 .5000 Peak Time hrs 12 .5000 HYG tag 2 Peak Flow cfs 61. 41 Peak Flow cfs 61. 41 Bentley Systems, Inc . 5/28/2008 Type .... Node: Pond Inflow Summary Page 6 .14 Name .... POND lB IN Event : 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... Type!!! 24hr Tag : 2 TOTAL NODE INFLOW ... HYG file HYG ID HYG Tag POND lB 2 Peak Discharge Time to Peak HYG Volume IN 61.41 cfs 12 .5000 hrs 10 .032 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------!-------------------------------------------------------------- 4 .6500 I .00 .00 4 .9000 I .01 .01 5 .1500 I .04 .05 5 .4000 I .09 .10 5 .6500 I .15 .16 5 .9000 I .21 .23 6 .1500 I .28 .29 6 .4000 I .35 .37 6 .6500 I . 4 4 . 46 6 .9000 I .54 .56 7 .1500 I . 66 . 68 7 .4000 I . 78 .81 7 .6500 I . 92 .95 7.9000 I 1. 07 1.10 8 .1500 I 1. 23 1. 27 8.4000 I 1. 42 1. 46 8 .6500 I 1. 65 1. 70 8 .9000 I 1. 93 1. 99 9 .1500 I 2 .25 2 .32 9 .4000 I 2 .60 2 . 67 9 .6500 I 2 .98 3 .06 9 .9000 I 3 .39 3 .47 10 .1500 I 3 .82 3 .91 10 .4000 I 4 .31 4 .42 10 .6500 I 4.93 5.06 10.9000 I 5 .66 5 .82 11.1500 I 6 .51 6 .70 11. 4000 I 7 . 67 7 .99 11 . 6500 I 9 .81 10 .58 11 . 9000 I 16 .19 18 .33 12 .1500 I 34 .66 39 .99 S/N: Bentley PondPack (10 .00 .027 .00) .00 .02 .06 .11 .17 .24 .31 .39 .48 .59 . 71 .84 .98 1.14 1. 30 1. 50 1. 76 2 .05 2 .39 2 .75 3 .14 3 .56 4 .01 4 .54 5 .21 5 .98 6 .91 8.34 11. 44 21 .76 45 .44 4 :59 PM .00 .03 .07 .12 .19 .25 .32 .40 .50 . 61 .73 .87 1. 01 1.17 1. 34 1. 55 1. 81 2 .12 2 . 46 2 .83 3 .22 3 .64 4 .10 4 . 67 5 .35 6 .15 7 .14 8 .75 12 .70 25 .20 50 .24 .01 .03 .08 .14 .20 .27 .34 .42 .52 .63 . 76 .89 1. 04 1. 20 1. 38 1. 60 1. 87 2 .18 2 .53 2 .90 3 .30 3 .73 4 .21 4 .79 5 .51 6 .32 7 .39 9 .24 14 .05 29 .86 54 .77 Bentley Systems, Inc . 5/28/2008 Type .... Node: Pond Inflow Summary Page 6 .14 Name .... POND lB IN Event: 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage. Storm ... TypeIII 24hr Tag : 2 Time hrs I TOTAL NODE INFLOW ... HYG file HYG ID HYG Tag POND lB 2 Peak Discharge Time to Peak HYG Volume IN 61.41 cfs 12.5000 hrs 10.032 ac-ft HYDROGRAPH ORDINATES (cfs) Output Time increment = .0500 hrs Time on left represents time for first value in each r ow. ---------[-------------------------------------------------------------- 4.6500 I .00 .00 4.9000 I .01 .01 5 .1500 I .04 .05 5 .4000 I .09 .10 5 .6500 I .15 .16 5.9000 I .21 .23 6.1500 I .28 .29 6.4000 I .35 .37 6 .6500 I .44 .46 6.9000 I .54 .56 7 .1500 I .66 .68 7 .4000 I .78 .81 7.6500 I . 92 .95 7 .9000 I 1. 07 1.10 8 .1500 I 1. 23 1. 27 8 .4000 I 1. 42 1. 46 8 .6500 I 1. 65 1. 70 8.9000 I 1. 93 1. 99 9 .1500 I 2.25 2 .32 9 .4000 I 2.60 2 . 67 9 .6500 I 2 .98 3 .06 9 .9000 I 3 .39 3 .47 10.1500 I 3 .82 3 .91 10.4000 I 4.31 4 .42 10.6500 I 4.93 5 .06 10.9000 I 5.66 5.82 11 .1500 I 6 .51 6.70 11 .4000 I 7.67 7 .99 11 . 6500 I 9.81 10 .58 11. 9000 I 16 .19 18.33 12.1500 I 34 .66 39 .99 S/N : Bentley PondPack (10.00.027 .00) .00 .02 .06 .11 .17 .24 .31 .39 .4 8 .59 . 71 .84 . 98 1.14 1. 30 1. 50 1. 76 2.05 2 .39 2 .75 3.14 3 .5 6 4.01 4.54 5 .21 5.98 6.91 8 .34 11. 44 21 .76 45 .44 4:59 PM .00 .03 .07 .12 .19 .25 .32 .40 .50 . 61 .73 .87 1. 01 1.17 1. 34 1. 55 1. 81 2 .12 2 . 4 6 2.83 3 .22 3 . 64 4.10 4 .67 5 .35 6.15 7 .14 8 .75 12.70 25 .20 50.24 .01 .03 .08 .14 .20 .27 .34 .42 .52 .63 . 76 .89 1. 04 1. 20 1. 38 1. 60 1. 87 2 .18 2 .53 2 .90 3 .30 3 .73 4.21 4 .79 5 .51 6.32 7.39 9.24 14 . 05 29 .86 54.77 Bentley Systems, I nc. 5/28/2008 ( ( Type .... Node: Pond Inflow Summary Page 6.15 Name .... POND lB IN Event: 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 2 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. -------!--------------------12.4000 I 57.96 60.30 12.6500 I 58.42 55.96 12.9000 I 42.01 38.75 13.1500 I 27.77 25.54 13.4000 I 19 .11 17. 92 13.6500 I 14.29 13.63 13.9000 I 11. 57 11.15 14.1500 I 9.82 9.55 14.4000 I 8.58 8.37 14.6500 I 7. 68 7.54 14.9000 I 7.06 6. 96 15.1500 I 6.57 6.47 15.4000 I 6.11 6.02 15.6500 5.66 5.58 15.9000 5.22 5.14 16.1500 4.79 4.71 16.4000 4.39 4.32 16.6500 4.07 4.01 16.9000 3.81 3.77 17.1500 3.59 3.55 17.4000 3.39 3.35 17.6500 3.20 3.16 17.9000 3.00 2.96 18.1500 2.81 2.78 18.4000 2. 64 2.61 18.6500 I 2.51 2.49 18.9000 2. 42 2.40 19.1500 2.34 2.33 19.4000 2.28 2.27 19.6500 2.22 2.21 19.9000 2.16 2.15 20.1500 2.10 2.09 20.4000 2.05 2.04 20.6500 2.00 1. 99 20.9000 1. 95 1. 94 21.1500 1. 91 1. 90 21. 4000 1. 86 1. 86 21.6500 1. 82 1. 81 21.9000 1. 78 1. 77 22.1500 1. 74 1. 73 22.4000 1. 69 1. 68 22.6500 1. 65 1. 64 22.9000 I 1. 61 1. 60 23.1500 I 1. 56 1. 55 23.4000 I 1. 52 1. 51 S/N: Bentley PondPack (10.00.027.00) 61.41 61. 35 52. 62 49.22 35.50 32.77 23.71 21. 96 16.84 15.89 13.02 12.49 10.79 10.44 9.28 9.04 8.18 8.00 7.41 7.29 6.85 6. 76 6.38 6.29 5.93 5.84 5.49 5. 40 5.05 4. 96 4.62 4.55 4.25 4.19 3.96 3.91 3. 72 3.68 3.51 3.47 3.31 3. 27 3.12 3.08 2.93 2.89 2.74 2.70 2.58 2.56 2.47 2.45 2.39 2.37 2.32 2.31 2.26 2.24 2.20 2.19 2.14 2.13 2.08 2.07 2.03 2.02 1. 98 1. 97 1. 93 1. 92 1. 89 1. 88 1. 85 1. 84 1. 80 1. 80 1. 76 1. 75 1. 72 1. 71 1. 67 1. 67 1. 63 1. 62 1. 59 1. 58 1. 55 1. 54 1. 50 1. 49 4:59 PM 60.47 45.59 30.03 20.48 15.05 11. 99 10.13 8.80 7.83 7.17 6.66 6.20 5.75 5.31 4.88 4.47 4.13 3.86 3.64 3.43 3.23 3.04 2.85 2.67 2.53 2.43 2.36 2.29 2.23 2.17 2.12 2.06 2.01 1. 96 1. 92 1. 87 1. 83 1. 79 1. 74 1. 70 1. 66 1. 61 1. 57 1. 53 1. 49 Bentley Systems, Inc. 5/28/2008 Type .... Node : Pond Inflow Summary Name .... POND lB IN Page 6 .16 Event : 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 2 HYDROGRAPH ORD INATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------1-------------------------------------------------------------- 23 .6500 I 1 .48 1 .47 1 .46 1 .45 1 .44 23 .9000 I 1 .43 1 .43 1 .42 1 .40 1.38 24 .1500 I 1.34 1.31 1.24 1.17 1.09 24 .4000 I 1.00 .90 .80 .70 .61 24 .6500 I .53 .45 .38 .33 .28 24 .9000 I .24 .20 .18 .15 .13 25 .1500 I .11 .09 .08 .07 .06 25 .4000 I .05 .04 .04 .03 .03 25.6500 I .02 .02 .02 .01 .01 25.9000 I .01 .01 .01 .01 .oo 26.1500 I .oo .oo .oo .oo .oo S/N : Bentley PondPack (10 .00 .027 .00) 4:59 PM Bentley Systems, Inc . 5 /28/2008 Type .... Node : Pond Inflow Summary Page 6 .16 Name .... POND lB IN Event: 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage \prelim_drainage Storm ... TypeIII 24hr Tag: 2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each r ow . ----------------------------------------------------------------------- 23 .6500 1. 48 1. 47 1. 46 1. 45 1. 44 23 .9000 1. 43 1. 43 1. 42 1. 40 1. 38 24.1500 1. 34 1. 31 1. 24 1.17 1. 09 24.4000 1. 00 .90 .80 .70 . 61 24 .6500 .53 .45 .38 .33 .28 24 .9000 .24 .20 .18 .15 .13 25.1500 .11 .09 .08 .07 .06 25. 4000 .05 .04 .04 .03 .03 25 .6500 .02 .02 .02 .01 .01 25.9000 .01 .01 .01 .01 .00 26 .1500 .00 .00 .00 .00 .00 S/N: Bentley Systems, Inc. Bentley PondPack (10 .00.027.00) 4:59 PM 5 /28 /2008 Type .... Node : Pond Inflow Summary Page 6.17 Name .... POND lB IN Event : 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 10 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND lB IN HYG Directory: Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Upstream Link ID Upstream Node ID ADDLINK 60 POST lB INFLOWS TO : POND lB I N HYG file HYG ID HYG tag POST lB 10 TOTAL FLOW INTO : POND lB IN HYG file HYG ID HYG tag POND lB IN 10 S/N : Bentley PondPack (10 .00 .027 .00) HYG file Volume ac-ft 18 .363 Volume ac-ft 18 .363 4 :59 PM HYG ID POST lB Peak Time hrs 12 .5000 Peak Time hrs 12 .5000 HYG tag 10 Peak Flow cf s 109 .44 Peak Flow cf s 109 .44 Bentley Systems, Inc . 5/28/2008 Type .... Node : Pond Inflow Summary Name .... POND lB IN Page 6 .18 Event: 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 10 TOTAL NODE INFLOW ... HYG file HYG ID POND 1B IN HYG Tag 10 ----------------------------------- Peak Discharge 109.44 cfs Time to Peak 12 .5000 hrs HYG Volume 18 .363 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ----------------------------------------------------------------------- 3 .0500 .00 .00 3 .3000 .01 .02 3 .5500 .06 .07 3 .8000 .14 .16 4 .0500 .25 .27 4 .3000 .37 .39 4 .5500 .49 .52 4 .8000 .62 .65 5 .0500 .76 .78 5 .3000 .89 . 92 5 .5500 1. 03 1. 06 5 .8000 1.17 1. 20 6 .0500 1. 32 1. 35 6 .3000 1. 4 7 1. 50 6 .5500 1. 64 1. 68 6 .8000 1. 86 1. 90 7 .0500 2 .10 2 .16 7 .3000 2 .37 2 .43 7 .5500 2 .66 2 . 72 7 .8000 2 .97 3 .03 8 .0500 3 .28 3 .35 8 .3000 3 .63 3 .71 8 .5500 4 .06 4 .15 8 .8000 4 .59 4 . 71 9 .0500 5 .20 5 .33 9 .3000 5.87 6 .01 9 .5500 6 .58 6 . 72 9 .8000 7 .32 7 .47 10.0500 8 .08 8 .24 10.3000 8 .91 9.10 10.5500 9 .93 10.16 S/N : Bentley PondPack (10 .00 .027 .00) .00 .03 .09 .18 .29 .42 .54 . 68 .81 .95 1. 09 1. 23 1. 37 1. 53 1. 72 1. 95 2 .21 2 .49 2 .78 3 .09 3 .42 3 .79 4 .26 4 .82 5 . 46 6.15 6.87 7 . 62 8 .40 9 .29 10 .40 4 :59 PM .00 .04 .11 .20 .32 . 44 .57 .70 .84 .98 1.12 1. 26 1. 40 1. 57 1. 77 2 .00 2 .26 2 .54 2 .84 3 .15 3 .49 3 .87 4 .36 4 .95 5 .60 6 .29 7 .02 7 .77 8 .57 9 . 4 9 10 .65 .01 .05 .12 .23 .34 .47 . 60 .73 .87 1. 00 1.14 1. 29 1. 43 1. 60 1. 8 1 2 .05 2 .32 2 .60 2 .90 3 .22 3 .56 3 .96 4 .47 5 .07 5 .73 6 . 43 7 .17 7 .93 8 .74 9 . 70 10 .91 Bentley Systems , Inc. 5/28/2008 Type .... Node: Pond Inflow Summary Page 6.18 Name .... POND lB IN Event: 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 TOTAL NODE INFLOW ... HYG file HYG ID POND lB IN HYG Tag 10 ----------------------------------- Peak Discharge 109.44 cfs Time to Peak 12 .5000 hrs HYG Volume 18.363 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ----------------------------------------------------------------------- 3 .0500 .00 .00 3 .3000 .01 .02 3.5500 .06 .07 3 .8000 .14 .16 4.0500 .25 .27 4.3000 .37 .39 4.5500 . 4 9 .52 4.8000 .62 .65 5 .0500 . 76 .78 5.3000 .89 . 92 5.5500 1. 03 1. 06 5 .8000 1.17 1. 20 6.0500 1. 32 1. 3 5 6.3000 1. 47 1. 50 6.5500 1. 64 1. 68 6 .8000 1. 86 1. 90 7.0500 2 .10 2 .16 7.3000 2 .37 2 . 43 7 .5500 2.66 2 .72 7.8000 2 .97 3 .03 8 .0500 3.28 3 .35 8 .3000 3 .63 3 . 71 8.5500 4.06 4.15 8.8000 4.59 4. 71 9.0500 5 .20 5 .33 9 .3000 5 .87 6.01 9 .5500 6 .58 6. 72 9.8000 7.32 7.47 10.0500 8 .08 8 .24 10.3000 8 .91 9 .10 10.5500 9 .93 10.16 S/N: Bentley PondPack (10.00.027.00) .00 .03 .09 .18 .29 .42 .54 . 68 .81 .95 1. 09 1. 23 1. 37 1. 53 1. 72 1. 95 2 .21 2 .4 9 2.78 3 .09 3 .42 3 .79 4.26 4.82 5 . 46 6 .15 6 .87 7 .62 8 .4 0 9 .29 10 .40 4:59 PM .00 .04 .11 .20 .32 . 4 4 .57 .70 .84 .98 1.12 1. 26 1. 40 1. 57 1. 77 2.00 2.26 2.54 2.84 3.15 3.49 3 .87 4 .36 4 .95 5 .60 6 .29 7.02 7 .77 8.57 9.49 10 .65 .01 .05 .12 .23 .34 .47 .60 .73 .87 1. 00 1.14 1. 29 1. 43 1. 60 1. 81 2 .05 2 .32 2 .60 2 .90 3 .22 3 .56 3 .96 4 .47 5 .07 5 .73 6 .43 7 .1 7 7 .93 8.74 9.70 10.91 Bentley Systems, Inc. 5/28/2008 ( Type .... Node: Pond Inflow Summary Name .... POND lB IN Page 6 .19 Event : 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 10 .8000 I 11.17 11 . 45 11. 0500 I 12 .60 12 .90 11. 3000 I 14 .36 14 .82 11 . 5500 17.27 18 .16 11. 8000 24 .49 26 . 94 12 .0500 47 .01 55 .26 12.3000 90.87 I 98 • 63 12 .5500 109.04 107 .20 12 .8000 86.53 80 .03 13 .0500 57 .21 52 .36 13.3000 38 .10 35 .51 13 .5500 27 .43 25 . 96 13 .8000 21. 47 20 .60 14 .0500 17 .88 17 .34 14 .3000 15.44 15 .03 14 .5500 13.64 13 . 35 14 .8000 12.41 12 .22 15 .0500 11 . 50 11. 33 15 .3000 10.69 10 .54 15 .5500 9 .93 9 .77 15 .8000 9 .17 9 .02 16 .0500 8 .43 8 .28 16 .3000 7 .71 7 .58 16 .5500 7 .10 7 .00 16 .8000 6 .63 6 .55 17 .0500 6 .24 6 .16 17 .3000 5 .88 5 .81 17 .5500 5 .55 5 .48 17 .8000 5 .22 5 .15 18 .0500 4 .89 4 .82 18 .3000 4 .58 4 .52 18.5500 4 .33 4 .29 18 .8000 4 .15 4 .12 19 .0500 4 .01 3 .99 19 .3000 3 .90 3 .88 19 .5500 3 .79 3 .77 19 .8000 3 .69 3 .67 20 .0500 3 .60 3 .58 20 .3000 3 .50 3 .48 20 .5500 3 .41 3 .39 20 .8000 3 .33 3 .31 21 .0500 3 .25 3 .24 21. 3000 3 .18 3 .16 21 . 5500 3 .11 3 .09 21. 8000 3 .03 3 .02 S/N : Bentley PondPack (10 .00 .027 .00) 11 . 72 12 .01 13 .23 13 .57 15 .32 15 .89 19 .20 20 .60 30 .82 34 .69 63 .75 73 .07 103 .98 107 .79 103 .33 98 .75 73 .63 67 .83 48 .37 44 .43 33 .09 31. 00 24 .62 23 .46 19 .85 19 .12 16 .80 16 .33 14 .65 14 .28 13 .09 12 .85 12 .03 11 . 85 11 .17 11. 01 10 .38 10 .23 9 .62 9 .47 8 .87 8 . 72 8 .13 7 .99 7 .45 7 .33 6 .90 6 .81 6 . 4 6 6 .39 6 .09 6 .02 5 . 75 5 .68 5.41 5 .35 5 .08 5 .02 4 .76 4.70 4 .47 4 .42 4 .25 4 .21 4 .09 4.06 3 .97 3 .94 3 .86 3 .84 3 .75 3 .73 3 .65 3 . 64 3 .56 3 .54 3 .46 3 .45 3 .38 3 .36 3 .30 3 .28 3 .22 3 .21 3 .15 3 .13 3 .08 3 .06 3 .00 2 .99 4 :59 PM 12 .30 13.95 16.53 22 .17 40 .84 82 .59 109.44 92 .69 62 .06 41. 20 29 .10 22 .39 18 .50 15 .86 13 .95 12 .63 11 . 67 10 .85 10 .08 9 .32 8 .58 7 .85 7 .22 6 . 71 6 .31 5 .95 5 .61 5 .28 4 .95 4 .64 4 .37 4 .18 4 .04 3 .92 3 .81 3 .71 3 .62 3 .52 3 .43 3 .35 3 .27 3 .19 3 .12 3 .05 2 . 97 Bentley Systems , Inc . 5/28/2008 Type .... Node : Pond Inflow Summary Name .... POND lB IN Page 6 .20 Event : 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row . ----------------------------------------------------------------------- 22 .0500 2 . 96 2 .94 22 .3000 2.89 2 .87 22 .5500 2.81 2 .80 22 .8000 2.74 2 .73 23 .0500 2 . 67 2.65 23 .3000 2 .59 2.58 23 .5500 2 .52 2 .51 23 .8000 2 .45 2 .44 24.0500 2 .36 2.33 24.3000 1. 98 1. 84 24 .5500 1.19 1. 04 24.8000 .56 . 4 7 25 .0500 .25 .22 25 .3000 .11 .10 25 .5500 .05 .04 25 .8000 .02 .02 26 .0500 .01 .01 26 .3000 .00 .00 S/N : Bentley PondPack (10 .00 .027 .00) 2 .93 2 .86 2 .78 2 . 71 2 .64 2 .57 2 . 4 9 2 .42 2 .27 1. 68 .89 .41 .18 .OB .04 .02 .01 .00 4 :59 PM 2 .92 2 .84 2 .77 2 .70 2 . 62 2 .55 2 .48 2 .41 2.20 1. 52 .77 .34 .16 .07 .03 .01 .00 2 .90 2 .83 2 .75 2 .68 2 . 61 2 .54 2 .46 2 .39 2 .10 1. 35 . 65 .30 .13 .06 .03 .01 .00 Bentley Systems , Inc . 5/28/2008 Type .... Node: Pond Inflow Summary Name .... POND lB IN Page 6 .20 Event : 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each r ow . ---------1-------------------------------------------------------------- 22 .0500 I 2 .96 2 .94 2.93 2 .92 2.90 22 .3000 I 2.89 2.87 2 .86 2.84 2.83 22 .5500 I 2.81 2.80 2.78 2 .77 2.75 22.8000 I 2 .74 2.73 2.71 2.70 2.68 23 .0500 I 2 .67 2 .65 2 .64 2 .62 2 .61 23 .3000 I 2.59 2 .58 2.57 2 .55 2.54 23 .5500 I 2 .52 2 .51 2 .49 2.48 2.46 23 .8000 I 2 .45 2 .44 2 .42 2.41 2 .39 24 .0500 I 2 .36 2 .33 2 .27 2 .20 2 .10 24 .3000 ~ 1.98 1 .84 1.68 1.52 1.35 24 .5500 I 1.19 1.04 .89 .77 .65 24.8000 I .56 .47 .41 .34 .30 25 .0500 I .25 .22 .18 .16 .13 25.3000 I .11 .10 .O B .07 .06 25 .5500 I .05 .04 .04 .03 .03 25.8000 I .02 .02 .02 .01 .01 26.0500 I .01 .01 .01 .oo .oo 26 .3000 I .oo .oo .oo S/N : Bentley PondPack (10.00 .027.00) 4:59 PM Bentley Systems, Inc . 5/28/2008 ( Type .... Node: Pond Inflow Surrunary Name .... POND lB IN Page 6 .22 Event : 25 yr File .... Z :\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 25 Time hrs I TOTAL NODE INFLOW ... HYG file HYG ID HYG Tag POND lB 25 Peak Discharge Time to Peak HYG Volume IN 125 .84 cfs 12 .5000 hrs 21 .270 ac-ft HYDROGRAPH ORDINATES Output Time increment Time on left represents time for (cfs) = .0500 hrs first value in each row . ---------!-------------------------------------------------------------- 2 .7000 I .00 .00 2 .9500 I .01 .02 3 .2000 I .06 .08 3 .4500 I .16 .18 3 .7000 I .28 .30 3 .9500 I . 42 . 44 4 .2000 I .56 .59 4.4500 .71 .75 4 .7000 .87 .90 4 .9500 1. 03 1. 06 5.2000 1.19 1. 23 5 .4500 1. 36 1. 39 5 .7000 1. 52 1. 56 5.9500 1. 69 1. 73 6 .2000 1. 86 1. 90 6 .4500 2 .06 2 .10 6 .7000 2 .29 2 .35 6 .9500 2 .57 2 .63 7 .2000 2 .89 2 .95 7 .4500 3 .22 3.29 7 .7000 3 .57 3 .64 7 .9500 3 .94 4.01 8 .2000 4 .33 4 .41 8 .4500 4 .78 4 .88 8 .7000 5 .35 5 .48 8 .9500 6 .04 6 .19 9 .2000 6 .80 6 .95 9 .4500 7 .60 7 .77 9 .7000 8 .45 8 . 62 9 .9500 9 .32 9 .49 10.2000 10 .23 10.42 S/N : Bentley PondPack (10 .00.027 .00) .00 .00 .03 .04 .09 .11 .20 .23 .33 .36 .47 .50 . 62 .65 .78 .81 . 93 . 97 1.10 1.13 1. 26 1. 29 1. 42 1. 46 1. 59 1. 62 1. 76 1. 79 1. 94 1. 97 2 .15 2 .19 2 .40 2 . 46 2 .70 2 .76 3 .02 3.08 3 .36 3 .43 3 . 72 3 .79 4 .09 4 . 1 7 4.49 4 .59 5 .00 5 .11 5 .62 5 .76 6 .33 6 .49 7 .11 7 .28 7 .94 8 .10 8 .79 8 .96 9 .67 9 .85 10 .62 10 .83 4 :59 PM .01 .05 .13 .25 .39 .53 . 68 .84 1. 00 1.16 1. 33 1. 49 1. 66 1. 83 2 .01 2 .24 2 .52 2 .82 3 .15 3 .50 3 .86 4 .24 4 .68 5 .23 5 .89 6 .64 7 .44 8 .27 9 .14 10 .04 11 .05 Bentley Systems , Inc . 5/28/2008 Type .... Node: Pond Inflow Summary Page 6 .22 Name .... POND lB IN Event : 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights } Subdivision\ENG \Drainage\prelim_drainage Storm ... Type!!! 24hr Tag: 25 TOTAL NODE INFLOW ... HYG file HYG ID POND lB IN HYG Tag 25 ----------------------------------- Peak Discharge 125.84 cf s Time to Peak 12.5000 hrs HYG Volume 21. 270 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs } Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row . ----------------------------------------------------------------------- 2.7000 .00 .00 2.9500 .01 .02 3.2000 .06 .08 3 .4500 .16 .18 3.7000 .28 .30 3.9500 . 42 .44 4.2000 .56 .59 4.4500 . 71 .75 4.7000 .87 . 90 4.9500 1. 03 1. 06 5.2000 1.19 1. 23 5. 4500 1. 36 1. 39 5.7000 1. 52 1. 56 5.9500 1. 69 1. 73 6 .2000 1. 86 1. 90 6. 4500 2.06 2 .10 6.7000 2.29 2 .35 6.9500 2 .57 2.63 7.2000 2 .89 2 .95 7.4500 3.22 3.29 7 .7000 3.57 3 . 64 7.9500 3 .94 4.01 8 .2000 4.33 4 .41 8 .4500 4 .78 4.88 8.7000 5 .35 5 .48 8.9500 6 .04 6 .19 9 .2000 6.80 6.95 9.4500 7.60 7.77 9 .7000 8.45 8.62 9 .9500 9 .32 9 .49 10.2000 10.23 10.42 S/N : Bentley PondPack (10.00.027.00) .00 .03 .09 .20 .33 .47 . 62 .78 .93 1.10 1. 26 1. 42 1. 59 1. 76 1. 94 2.15 2 .40 2 .70 3.02 3 .36 3 . 72 4 .09 4 . 4 9 5.00 5 .62 6 .33 7 .11 7.94 8 .79 9.67 10.62 4 :59 PM .00 .04 .11 .23 .36 .50 .65 .81 . 97 1.13 1. 29 1. 46 1. 62 1. 79 1. 97 2 .19 2 .4 6 2 .76 3 .08 3 .43 3.79 4.17 4 .59 5 .11 5.76 6.49 7.28 8.10 8.96 9.85 10.83 .01 .05 .13 .25 .39 .53 .68 .84 1. 00 1.16 1. 33 1. 4 9 1. 66 1. 83 2.01 2.24 '2 .52 2 .82 3 .15 3.50 3.86 4.24 4.68 5.23 5 .89 6.64 7.44 8.27 9 .14 10 .04 11. 05 Bentley Systems, Inc . 5 /28/2008 ( \ ( Type .... Node: Pond Inflow Summary Name .... POND lB IN Page 6.23 Event: 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 25 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. -------!--------------------10.4500 I 11. 29 11. 53 10.7000 I 12.61 12.91 10.9500 I 14.18 14.51 11.2000 I 15.97 16. 41 11. 4500 I 18.63 19.37 11. 7000 I 24.06 25.88 11.9500 I 40.32 47.39 12.2000 I 84.38 95.29 12.4500 I 124.00 125.84 12.7000 I 113. 36 106.37 12.9500 I 77.76 71.12 13.2000 I 50.88 47.17 13.4500 I 35.47 33.29 13.7000 I 26.82 25.59 13.9500 I 21. 84 21.13 14.2000 I 18.65 18.11 14.4500 I 16.30 15.92 14.7000 I 14.66 14.41 14.9500 I 13.52 13.31 15.2000 I 12.56 12.38 15.4500 I 11. 67 11. 50 15.7000 I 10.81 10.63 15.9500 I 9.95 9.78 16.2000 I 9.11 8.95 16.4500 I 8.36 8.23 16.7000 I 7.76 7.66 16.9500 I 7.28 7.20 17.2000 I 6.86 6. 7 9 17.4500 6.47 6.40 17.7000 6.10 6.02 17.9500 5. 72 5.65 18.2000 5.36 5.29 18.4500 5.03 4.98 18.7000 4.80 4.76 18.9500 4.63 4.60 19.2000 4.49 4.47 19.4500 4.37 4.35 19.7000 4.26 4.23 19.9500 4.14 4.12 20.2000 4.03 4.01 20.4500 3.93 3.91 20.7000 3.83 3.81 20.9500 3.74 3.72 21.2000 3.66 3. 64 21. 4500 3.57 3.56 S/N: Bentley PondPack (10.00.027.00) 11. 79 13.22 14.85 16.87 20.22 28.55 54.48 104.75 125.32 99.26 65.55 43.62 31.38 24.54 20.42 17.63 15.56 14.17 13.12 12.20 11. 32 10. 46 9.61 8.80 8.10 7.56 7 .11 6.71 6.32 5.95 5.57 5.22 4.93 4.73 4.57 4.44 4.33 4.21 4.10 3.99 3.89 3.79 3.71 3. 62 3.54 4:59 PM 12.05 13. 53 15.20 17. 40 21. 25 31.38 63. 96 113. 61 123.15 91.79 59.99 40.64 29.68 23.54 19.80 17.15 15.24 13.94 12.93 12.02 11.15 10.29 9.44 8.64 7. 98 7.46 7.03 6.63 6.25 5.87 5.50 5.15 4.89 4.69 4.55 4.42 4.30 4.19 4.08 3.97 3.87 3.78 3.69 3. 61 3.52 12.33 13.85 15.58 17.98 22.44 35.85 73. 71 119.70 118. 66 84.42 55. 40 37.86 28.15 22.68 19.19 16. 72 14.94 13. 72 12.74 11. 85 10.98 10.12 9.28 8.50 7.87 7.37 6.95 6.55 6.17 5.80 5. 43 5.09 4.84 4.66 4.52 4.40 4.28 4.17 4.05 3.95 3.85 3. 76 3.67 3.59 3.50 Bentley Systems, Inc. 5/28/2008 Type .... Node : Pond Inflow Summary Name .... POND lB IN Page 6.24 Event: 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 25 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------1-------------------------------------------------------------- 21. 7000 I 3 .49 3 .47 3 .45 3 .44 3.42 21.9500 I 3 .40 3 .39 3 .37 3 .36 3.34 22 .2000 I 3 .32 3 .31 3 .29 3 .27 3.26 22 .4500 I 3 .24 3 .22 3 .20 3.19 3.17 22 .7000 I 3 .15 3 .14 3 .12 3.11 3.09 22 .9500 I 3 .07 3 .06 3 .04 3.02 3.01 23 .2000 I 2 .99 2 .97 2 .96 2 .94 2 .92 23 .4500 I 2 .91 2 .89 2 .87 2 .86 2 .84 23 .7000 I 2 .82 2.81 2 .79 2 .77 2 .76 23 .9500 I 2 .74 2 .72 2 .69 2 .65 2 .58 24 .2000 I 2 .51 2 .39 2 .26 2 .09 1 .91 24.4500 I 1.73 1.54 1.35 1.18 1.02 24 .7000 I .87 .74 .63 .53 .46 24 .9500 I .39 .34 .29 .25 .21 25 .2000 I .18 .15 .13 .11 .09 25 .4500 I .08 .07 .06 .05 .04 25.7000 I .04 .03 .02 .02 .02 25.9500 I .01 .01 .01 .01 .01 26.2000 I .oo .oo .oo .oo .oo S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Node: Pond Inflow Surrunary Page 6 .24 Name .... POND lB IN Event: 25 yr File .... Z:\7000\70 66 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage. Storm. . . TypeIII 24hr Tag: 25 HYDROGRAPH ORDINATE S (cfs) Time Output T0ime increment = .0500 hrs hrs Time on left represents time for first value in each row. ----------------------------------------------------------------------- 21. 7000 3.49 3 .47 21.9500 3 .40 3.39 22.2000 3 .32 3.31 22.4500 3.24 3 .22 22 .7000 3 .15 3 .14 22 .9500 3 .07 3.06 23.2000 2 .99 2 .97 23.4500 2 .91 2 .89 23 .7000 2 .82 2 .81 23 .9500 2 .74 2 .72 24 .2000 2 .51 2 .39 24.4500 1. 73 1. 54 24 .7000 .87 . 74 24 .9500 .39 .34 25.2000 .18 .15 25 .4500 .08 .07 25 .7000 .04 .03 25.9500 .01 .01 26 .2000 .00 .00 S/N: Bentley PondPack (10 .00.027 .00) 3 .45 3.37 3 .29 3 .20 3.12 3 .04 2 .96 2 .87 2.79 2.69 2.26 1. 35 . 63 .29 .13 .06 .02 .01 .00 4:59 PM 3 .44 3 .36 3 .27 3.19 3 .11 3.02 2 .94 2.86 2.77 2 .65 2.09 1.18 .53 .25 .11 .05 .02 .01 .00 3.42 3.34 3.26 3.17 3 .09 3.01 2.92 2.84 2 .76 2 .58 1. 91 1. 02 .46 .21 .09 .04 .02 .01 .00 Bentley Systems, Inc. 5/28/2008 ( ( Type .... Node : Pond Inflow SuilUTlary Name .... POND lB IN Page 6 .25 Event : 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 SUMMARY FOR HYDROGRAPH ADDITION at Node : POND lB IN HYG Directory: Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Upstream Link ID Upstream Node ID ADDLINK 60 POST lB INFLOWS TO: POND lB IN HYG file HYG ID HYG tag POST lB 50 TOTAL FLOW INTO: POND lB IN HYG file HYG ID HYG tag POND lB IN 50 S/N: Bentley PondPack (10 .00 .027 .00 ) HYG file Volume ac-ft 25 .355 Volume ac-ft 25 .355 4:59 PM HYG ID POST lB Peak Time hrs 12.5000 Peak Time hrs 12.5000 HYG tag 50 Peak Flow cf s 148 .69 Peak Flow cf s 148 .69 Bentley Systems , Inc. 5/28/2008 Type .... Node : Pond Inflow Summary Page 6 .26 Name .... POND lB IN Event : 50 yr File .... Z:\7 000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 Time hrs I TOTAL NODE INFLOW ... HYG file HYG ID POND lB IN HYG Tag 50 Peak Discharge Time to Peak HYG Volume 148.69 cfs 12 .5000 hrs 25 .355 ac-ft HYDROGRAPH ORDINATES (cfs) Output Time increment = .0500 hrs Time on left represents time for first value in each row. ---------!-------------------------------------------------------------- 2 .3500 I .00 .00 2 .6000 I .01 .02 2 .8500 I .08 .10 3 .1000 I .19 .22 3 .3500 I .34 .38 3 .6000 I .51 .55 3 .8500 I . 69 .73 4 .1000 I . 88 .92 4 .3500 I 1. 07 1.11 4 .6000 I 1. 26 1. 30 4 .8500 I 1. 46 1. 50 5 .1000 I 1. 66 1. 70 5 .3500 I 1. 86 1. 90 5 .6000 2 .06 2 .10 5 .8500 2 .26 2 .30 6 .1000 2 .46 2 .50 6 .3500 2 .68 2 .73 6 .6000 2 .95 3 .01 6 .8500 3 .27 3 .34 7 .1000 3 .64 3 . 72 7 .3500 4 .04 4 .12 7 .6000 4 .46 4 .54 7 .8500 4 .89 4 .98 8 .1000 5 .34 5 .44 8 .3500 5 .85 5. 96 8 .6000 6 .47 6.62 8 .8500 7 .25 7 .42 9 .1000 8 .13 8.32 9 .3500 9 .08 9 .27 9 .6000 10 .06 10.26 9 .8500 11. 08 11. 28 S/N: Bentley PondPack (10 .00 .027 .00) .00 .01 .03 .04 .12 .14 .25 .28 .41 .44 .58 . 62 .77 .80 .95 .99 1.15 1.19 1. 34 1. 38 1. 54 1. 58 1. 74 1. 78 1. 94 1. 98 2.14 2 .18 2.34 2 .38 2.55 2 .59 2 .78 2 .83 3 .07 3 .14 3 . 42 3 .49 3 .80 3 .88 4 .20 4 .29 4.63 4 . 72 5 .07 5 .16 5.53 5 .63 6.08 6 . 20 6 . 77 6 .93 7 .60 7 .77 8 .50 8 .69 9 .47 9 .66 10 .46 10 .67 11. 49 11 . 70 4 :59 PM .01 .06 .17 .31 . 48 . 66 .84 1. 03 1. 22 1. 42 1. 62 1. 82 2 .02 2 .22 2 .42 2 .63 2 .89 3 .20 3 .56 3 . 96 4 .37 4.80 5.25 5 .74 6 .34 7.09 7 .95 8 .88 9 .86 10 .87 11. 91 Bentley Systems, Inc . 5/28/2008 Type .... Node: Pond Inflow Summary Page 6.26 Name .... POND lB IN Event: 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelirn_drainage Storm ... TypeIII 24hr Tag: 50 Time I TOTAL NODE INFLOW ... HYG file ,. HYG ID = POND lB IN HYG Tag = 50 Peak Discharge Time to Peak HYG Volume 148.69 cfs 12.5000 hrs 25.355 ac-ft HYDROGRAPH ORDINATES (cfs) Output Time increment= .0500 hrs hrs I Time on left represents time for first value in each row. ---------!--------------------------------------------------------------2.3500 I .00 .00 2.6000 I .01 .02 2.8500 .08 .10 3.1000 .19 .22 3.3500 .34 .38 3.6000 .51 .55 3.8500 .69 .73 4.1000 .88 . 92 4.3500 1. 07 1.11 4.6000 1. 26 1. 30 4.8500 1. 46 1. 50 5.1000 1. 66 1. 70 5.3500 1. 86 1. 90 5.6000 2.06 2.10 5.8500 2.26 2.30 6.1000 2.46 2.50 6.3500 2.68 2.73 6.6000 2.95 3.01 6.8500 3.27 3.34 7.1000 I 3.64 3. 72 7.3500 I 4.04 4.12 7.6000 I 4.46 4.54 7.8500 I 4.89 4.98 8.1000 I 5.34 5.44 8.3500 I 5.85 5.96 8.6000 I 6.47 6.62 8.8500 I 7.25 7.42 9.1000 I 8.13 8.32 9.3500 I 9.08 9.27 9.6000 I 10.06 10.26 9.8500 I 11. 08 11. 28 S/N: Bentley PondPack (10.00.027.00) .00 .03 .12 .25 .41 .58 .77 .95 1.15 1. 34 1. 54 1. 74 1. 94 2.14 2.34 2.55 2.78 3.07 3.42 3.80 4.20 4.63 5.07 5.53 6.08 6. 77 7.60 8.50 9.47 10.46 11. 49 4:59 PM . 01 . 04 .14 .28 . 44 . 62 .80 .99 1.19 1. 38 1. 58 1. 78 1. 98 2.18 2.38 2.59 2.83 3.14 3.49 3.88 4.29 4. 72 5.16 5.63 6.20 6.93 7.77 8.69 9.66 10.67 11. 70 .01 .06 .17 .31 .48 . 66 .84 1. 03 1. 22 1. 42 1. 62 1. 82 2.02 2.22 2.42 2. 63 2.89 3.20 3.56 3.96 4.37 4.80 5.25 5.74 6.34 7.09 7.95 8.88 9.86 10.87 11. 91 Bentley Systems, Inc. 5/28/2008 ( Type .... Node: Pond Inflow Sununary Name .... POND lB IN Page 6 .27 Event : 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 10 .1000 I 12 .12 12.34 10 .3500 I 13 .27 13.53 10 .6000 I 14 .71 15.04 10 .8500 I 16.45 16.83 11.1000 I 18 .42 18.86 11 .3500 I 21. 00 21. 69 11. 6000 I 25 .56 26.98 11. 8500 I 37 .57 42 .86 12 .1000 I 76 .08 87 .58 12 .3500 I 134 .48 141.59 12 .6000 I 145.38 140.02 12 .8500 I 108 .18 99.46 13 .1000 I 70 .61 65 .20 13 .3500 I 47 .79 44 .52 13 .6000 34 .87 33 .07 13 .8500 27 .64 26.63 14 .1000 23 .24 22 .52 14 .3500 20 .12 19.61 14 .6000 17 .87 17 .52 14 .8500 16.35 16.09 15.1000 15 .16 14 .94 15.3500 14 .09 13 .89 15.6000 13 .07 12 .87 15.8500 12 .06 11. 86 16.1000 11. 07 10 .87 16.3500 10 .13 9 . 96 16 .6000 9 .35 9 .22 16 .8500 8 .75 8 .64 17 .1000 8 .23 8 .14 17 .3500 7 .77 7 .68 17 .6000 7 .32 7 .23 17 .8500 6 .88 6 . 7 9 18 .1000 6 .44 6 .36 18 .3500 6 .04 5 .97 18 .6000 5 .72 5 .67 18 .8500 5 .50 5 . 46 19 .1000 5 .33 5 .29 19 .3500 5 .18 5 .15 19.6000 5 .04 5 .01 19 .8500 4 .91 4 .88 20 .1000 4 .77 4 .75 20 .3500 4 .65 4 .62 20 .6000 4 .53 4 .51 20 .8500 4 .42 4 .40 21.1000 4 .32 4 .30 S/N : Bentley PondPack (10 .00 .027 .00) 12 .56 12 .79 13 .81 14 .09 15.37 15 .73 17 .22 17 .60 19.32 19 .83 22 . 46 23 .33 28 .90 31. 05 48 .16 56 .52 100.15 112 . 99 146.60 148 .69 133. 72 125 .43 91 .59 83 .76 59 .87 55 .50 41 .70 39 .13 31 .51 30 .06 25 .64 24 .80 21. 88 21. 25 19.12 18 .68 17 .19 16 .90 15.85 15 .61 14 . 72 14 .51 13 .68 13 .48 12 .66 12 . 4 6 11 . 66 11. 46 10.68 10 .49 9 .80 9 .64 9 .09 8 .97 8 .53 8 .43 8 .04 7 .95 7 .59 7 .50 7 .14 7 .05 6 .70 6 .62 6 . 27 6 .19 5 .90 5 .84 5 . 62 5 .58 5 .42 5 .39 5 .26 5 .23 5 .12 5 .09 4 .99 4 . 96 4 .85 4 .83 4 . 72 4 .70 4 .60 4 .58 4 .49 4 .46 4 .38 4 .36 4 .28 4 .26 4 : 59 PM 13 .03 14 .40 16.08 18 .01 20 .38 24 .34 34 .21 64 .90 124 .09 148 .01 117 .01 77 .19 51 .31 36 . 87 28 .82 23 .96 20 .68 18 .25 16 .61 15 .38 14 .30 13 .27 12 .26 11. 26 10 .31 9 . 4 9 8 .86 8 .33 7 .86 7 .41 6 .97 6 .53 6 .11 5 .78 5 .54 5 .36 5 .21 5 .07 4 .93 4 .80 4 . 67 4 .55 4 .44 4 .34 4 .24 Bentley Systems, Inc . 5/28/2008 Type .... Node : Pond Inflow Summary Page 6 .28 Name .... POND lB IN Event : 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 21 .3500 I 4 .22 4 .20 21. 6000 I 4 .12 4 .10 21 .8500 I 4 .03 4 .01 22 .1000 I 3 .93 3 .91 22 .3500 I 3 .83 3 .81 22 .6000 3.73 3. 71 22 .8500 3 .64 3 .62 23 .1000 3 .54 3 .52 23 .3500 3 .44 3 .42 23 .6000 3 .34 3 .33 23 .8500 3 .25 3 .23 24 .1000 3 .10 3 .03 24 .3500 2 . 45 2.24 24.6000 l. 38 1.19 24 .8500 . 62 .54 25 .1000 .29 .24 25 .3500 .13 .11 25 .6000 .06 .05 25 .8500 .02 .02 26.1000 .01 .01 26 .3500 .00 .00 S/N: Bentley PondPack (10 .00 .027 .00) 4 .18 4 .08 3 .99 3 .89 3 .79 3 .69 3 .60 3 .50 3 . 4 0 3 .31 3 .21 2 .94 2 .02 l. 02 . 46 .21 .09 .04 .02 .01 .00 4 :59 PM 4 .16 4 .06 3 .97 3 .87 3 .77 3 .67 3 .58 3 .48 3 .38 3 .29 3 .19 2 .80 l. 80 .86 . 40 .18 .08 .03 .01 .00 4.14 4. 05 3 .95 3 .85 3 .75 3 .66 3 .56 3 .46 3 .36 3 .27 3 .15 2 . 64 l. 59 .74 .33 .15 .07 .03 .01 .00 Bentley Systems , Inc . 5/28/2008 Type .... Node: Pond Inflow Summary Page 6.28 Name .... POND lB IN Event: 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivi sion\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 HYDROGRAPH ORDINATES (cfs) Time Output Time incremen t = .0500 hr s hrs Time on left represents time f or first value in each r ow . ----------------------------------------------------------------------- 21 .3500 4 .22 4 .20 21 .6000 4 .12 4 .10 21 .8500 4.03 4 .01 22 .1000 3 .93 3 .91 22.3500 3 .83 3 .81 22 .6000 3.73 3. 71 22.8500 3 .64 3 .62 23.1000 3 .54 3 .52 23.3500 3 .44 3 .42 23 .6000 3.34 3 .33 23 .8500 3 .25 3 .23 24.1000 3 .10 3.03 24 .3500 2 .45 2 .24 24.6000 1. 38 1.19 24 .8500 . 62 .5 4 25.1000 .29 .2 4 25.3500 .13 .11 25 .6000 .06 .05 25.8500 .02 .02 26 .1000 .01 .01 26.3500 .00 .00 S/N: Bentley PondPack (10.00.027 .00) 4 .18 4 .08 3 .99 3 .89 3.79 3 .69 3 .60 3 .50 3 .40 3 .31 3.21 2.94 2 .02 1. 02 . 4 6 .21 .09 .04 .02 .01 .00 4 :59 PM 4 .16 4 .06 3 .97 3.87 3 .77 3 .67 3 .58 3 .48 3 .38 3 .29 3 .19 2 .80 1. 80 . 86 . 40 .18 .08 .03 .01 .00 4 .14 4 .05 3 .95 3 .85 3 .75 3 .66 3 .56 3 .46 3 .36 3 .27 3 .15 2 .64 1. 59 .74 .33 .15 .07 .03 .01 .00 Bentley Syst ems , Inc . 5 /28/2008 \ Type .... Node : Pond Inflow Summary Page 6.29 Name .... POND lB IN Event : 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 100 SUMMARY FOR HYDROGRAPH ADDITION at Node : POND lB IN HYG Directory : Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Upstream Link ID Upstream Node ID ADDLINK 60 POST lB INFLOWS TO : POND lB IN HYG file HYG ID HYG tag POST lB 100 TOTAL FLOW INTO : POND lB IN HYG file Volume ac-ft 28 .866 ----------------------------------------Vo l ume HYG file HYG ID HYG tag ac-ft POND lB IN 100 28 .866 S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM HYG ID POST lB Peak Time hrs 12 .5000 Peak Time hrs 12 .5000 HYG tag 100 Peak Flow cf s 168 .19 Peak Flow cfs 168.19 Bentley Systems, Inc . 5/28/2008 Type .... Node : Pond Inflow Summary Page 6 .30 Name .... POND lB IN Event : 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeI II 24hr Tag: 100 TOTAL NODE INFLOW ... HYG file HYG ID POND lB IN HYG Tag 100 ----------------------------------- Peak Discharge 168 .19 cfs Time to Peak 12.5000 hrs HYG Volume 28 .866 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------!-------------------------------------------------------------- 2 .1000 I .00 .00 2 .3500 I .02 .02 2 .6000 I .09 .11 2 .8500 I .22 .25 3.1000 I . 40 .44 3.3500 I .59 . 64 3.6000 I .80 .85 3 .8500 I l. 02 l. 06 4.1000 I l. 24 l. 28 4 .3500 I l. 46 l. 51 4 .6000 I l. 69 l. 73 4 .8500 I l. 92 l. 96 5.1000 I 2 .15 2 .19 5 .3500 I 2 .38 2 .42 5 .6000 I 2 .61 2 .65 5 .8500 I 2 .84 2 .88 6 .1000 I 3 .07 3 .11 6 .3500 I 3 .31 3 .37 6 .6000 I 3 .62 3 .69 6 .8500 I 4 .00 4 .08 7 .1000 I 4 .42 4 .51 7 .3500 I 4 .88 4 . 98 7 .6000 I 5 .36 5 . 46 7 .8500 I 5 .86 5 . 96 8 .1000 I 6 .37 6 .48 8 .3500 I 6 .95 7 .07 8 .6000 I 7 .66 7 .83 8 .8500 I 8 .55 8 .75 9 .1000 I 9 .56 9.77 9 .3500 I 10 .63 10.85 9 .6000 I 11. 75 11. 97 S/N : Bentley PondPack (10 .00 .027 .00) .00 .04 .13 .29 .47 . 68 .89 1.11 l. 33 l. 55 l. 78 2 .01 2 .24 2 .47 2 .70 2 .93 3 .16 3 .43 3 .76 4 .16 4 .60 5 .07 5 .56 6.06 6.59 7 .21 8 .00 8 .95 9 .98 11. 07 12 .20 4 :59 PM .01 .05 .16 .32 .51 . 72 . 93 1.15 l. 37 l. 60 l. 83 2 .05 2 .28 2 .51 2 .7 4 2 . 97 3 .21 3 .49 3 .84 4 .25 4 .69 5 .17 5 .66 6 .17 6 .70 7 .35 8 .18 9 .15 10 .20 11 . 30 12 .43 .01 .07 .19 .36 .55 .76 . 97 1.19 l. 42 l. 64 l. 87 2 .10 2 .33 2.56 2 .7 9 3 .02 3 .26 3 .55 3 .92 4 .33 4 .79 5 .26 5 .76 6 .27 6 .82 7 .51 8 .36 9 .35 10 .41 11. 52 12 .66 Bentley Systems , Inc . 5/28/2008 Type .... Node: Pond Inflow Summary Page 6 .30 Name .... POND lB IN Event: 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 100 Time I hrs I TOTAL NODE INFLOW ... HYG file HYG ID HYG Tag POND lB 100 Peak Discharge Time to Peak HYG Volume IN 168.19 cfs 12.5000 hrs 28.866 ac-ft HYDROGRAPH ORDINATES (cfs) Output Time increment = .0500 h r s Time on left represents time for first value in each row. ---------!-------------------------------------------------------------- 2 .1000 I .00 .00 2.3500 I .02 .02 2 .6000 I .09 .11 2.8500 .22 .25 3 .1000 .40 .44 3.3500 .59 . 64 3 .6000 .80 .85 3.8500 1. 02 1 .06 4 .1000 1. 24 1. 28 4 .3500 1. 46 1. 51 4.6000 1. 69 1. 73 4 .8500 1. 92 1. 96 5.1000 2.15 2 .19 5 .3500 2 .38 2 . 42 5.6000 2. 61 2 .65 5.8500 2.84 2 .88 6 .1000 3.07 3 .11 6 .3500 3.31 3 .37 6.6000 3 .62 3 .69 6.8500 4 .00 4.08 7.1000 4 .42 4.51 7 .3500 4.88 4.98 7 .6000 5.36 5.46 7.8500 5 .86 5 .96 8.1000 6.37 6.48 8.3500 6 .95 7 .07 8.6000 7.66 7.83 8 .8500 8.55 8.75 9.1000 9.56 9.77 9.3500 10.63 10 .85 9 .6000 11 . 75 11 . 97 S/N : Bentley PondPack (10.00.027.00) .00 .04 .13 .29 . 4 7 . 68 .89 1.11 1. 33 1. 55 1. 78 2 .01 2.24 2 .47 2 .70 2 .93 3.1 6 3 .43 3.76 4.1 6 4.60 5 .07 5.56 6 .06 6 .59 7.21 8 .00 8 .95 9.98 11 . 07 12.20 4 :59 PM .01 .05 .16 .32 .51 . 72 .93 1.15 1. 37 1. 60 1. 83 2.05 2 .28 2 .51 2.74 2.97 3 .21 3 .49 3.84 4 .25 4.69 5.17 5 .66 6 .17 6 .70 7.35 8 .18 9.15 10.20 11. 30 12.43 .01 .07 .19 .36 .55 .76 . 97 1.19 1. 42 1. 64 1. 87 2.10 2.33 2 .56 2.79 3 .02 3 .26 3.55 3.92 4 .33 4.79 5. 26 5.76 6 .27 6 .82 7 .51 8 .36 9 .35 10.41 11. 52 12 .66 Bentley Systems , Inc. 5 /28/2008 ( Type .... Node: Pond Inflow Surrunary Page 6.31 Name .... POND lB IN Event: 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment= .0500 hrs hrs I Time on left represents time for first value in each row. ---!------------------------------------------------------------9.8500 I 12.90 13.13 10.1000 I 14.07 14.32 10.3500 I 15.37 15.66 10.6000 I 16.98 17.36 10.8500 I 18.96 19.38 11. 1000 I 21.17 21. 67 11. 3500 I 24.09 24.86 11. 6000 I 29.24 30.84 11. 8500 I 42.85 48.85 12.1000 I 86.42 99.41 12.3500 I 152.29 160.28 12.6000 I 164.35 158.25 12.8500 I 122.17 112. 31 13.1000 I 79.69 73.57 13.3500 53.90 50.20 13.6000 39.31 37.28 13.8500 31.14 30.00 14.1000 26.18 25.36 14. 3500 22.66 22.09 14.6000 20.12 19. 73 14.8500 18.40 18 .11 15.1000 17.06 16.82 15.3500 15.86 15.63 15.6000 14. 71 14.48 15.8500 13.58 13.35 16.1000 12.46 12.24 16.3500 11. 40 11. 21 16.6000 10.53 10.38 16.8500 9.84 9. 72 17.1000 9. 26 9.16 17.3500 8.74 8. 64 17.6000 8.24 8.14 17.8500 7.74 7.64 18.1000 7.25 7.15 18.3500 6.79 6.71 18.6000 6.44 6.38 18.8500 6.19 6.14 19.1000 5.99 5. 96 19.3500 5.82 5.79 19.6000 I 5.67 5.64 19.8500 I 5.52 5.49 20.1000 I 5.37 5.34 20.3500 I 5.23 5.20 20.6000 I 5.10 5.07 20.8500 I 4.98 4.95 S/N: Bentley PondPack (10.00.027.00) 13. 36 14.57 15.97 17.73 19.81 22.18 25.73 33.02 54.84 113. 60 165.88 151.10 103.41 67.55 47.02 35.51 28.89 24.64 21.53 19.36 17.84 16.57 15. 40 14.25 13 .13 12.02 11. 02 10.23 9.60 9.05 8.54 8.04 7.54 7.06 6.64 6.33 6.10 5.92 5.76 5.61 5.46 5.31 5.17 5.05 4.93 4:59 PM 13. 60 14.82 16. 29 18 .13 20.25 22.77 26.72 35. 4 6 64.31 128.08 168.19 141.70 94.55 62.61 44.12 33.87 27.94 23.93 21. 03 19.02 17.57 16.34 15.17 14.03 12.90 11. 81 10.85 10.10 9.49 8.95 8.44 7. 94 7.44 6.97 6.57 6.28 6.06 5.89 5.73 5.58 5.43 5.28 5".15 5.02 4.91 13.83 15.09 16.63 18.53 20.71 23.38 27.86 39.05 73.79 140.60 167.36 132.17 87.12 57.87 41. 57 32.47 26.99 23.29 20.55 18.70 17.32 16.10 14.94 13.80 12.68 11. 60 10.68 9.97 9.38 8.84 8.34 7.84 7.35 6.88 6.50 6.23 6.03 5.86 5. 70 5.55 5. 40 5.26 5.12 5.00 4.88 Bentley Systems, Inc. 5/28/2008 Type .... Node : Pond Inflow Surrunary Page 6 .32 Name .... POND lB IN Event: 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 100 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value i n each row. ---------!-------------------------------------------------------------- 21.1000 4.86 4 .84 21 . 3500 4 .75 4 .73 21. 6000 4 . 64 4 .62 21 .8500 4 .53 4 .51 22 .1000 4 .42 4 .40 22 .3500 4 .31 4 .29 22 .6000 4 .20 4 .18 22 .8500 4 .09 4 .07 23 .1000 3 .98 3 . 96 23 .3500 3 .87 3 .85 23 .6000 3 . 76 3 .74 23 .8500 3 .65 3 .63 24 .1000 3 .49 3 . 40 24.3500 2 .76 2 .52 24 .6000 1. 56 1. 34 24 .8500 .70 . 61 25.1000 .32 .27 25.3500 .15 .12 25.6000 .06 .05 25.8500 .03 .02 26.1000 .01 .01 26.3500 .00 .00 S/N: Bentley PondPack (10 .00 .027 .00) 4 .82 4 . 71 4 .59 4 .48 4 .38 4 .27 4 .16 4 .05 3 .94 3 .83 3 . 72 3 .61 3 .30 2 .27 1.15 .51 .24 .11 .05 .02 .01 .00 4 :59 PM 4 .79 4 .68 4 .57 4 .46 4 .35 4 .24 4 .13 4 .03 3 .92 3 .81 3 .70 3 .59 3 .15 2 .03 . 97 .44 .20 .09 .04 .02 .00 4 .77 4 .66 4 .55 4 .44 4 .33 4 .22 4 .11 4 .00 3 .89 3 .78 3 .68 3 .54 2 .97 1. 78 .83 .38 .17 .08 .03 .01 .00 Bentley Systems , Inc . 5/28/2008 Type .... Node: Pond Inflow Summary Page 6.32 Name .... POND lB IN Event: 100 yr File .... Z:\7000\7066 -Kyle View (Aspen He i ghts) Subdivision\ENG \Drai nage\prelim_drainage Storm ... TypeIII 24hr Tag: 100 HYDROGRAPH ORDINATES (cfs) Ti me Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 21.1000 I 4 .86 4.84 21. 3500 I 4.75 4 .73 21 .6000 I 4 . 64 4. 62 21. 8500 4.53 4.51 22 .1000 4.42 4 .40 22.3500 4 .31 4.29 22.6000 4 .20 4.18 22.8500 4 .09 4 .07 23.1000 3.98 3. 96 23.3500 3.87 3.85 23.6000 3. 76 3 .74 23.8500 3.65 3 .63 24.1000 3 .49 3.40 24.3500 2.76 2.52 24.6000 1. 56 1 .34 24 .8500 .70 . 61 25.1000 .32 .27 25.3500 .15 .12 25.6000 .06 .05 25.8500 .03 .02 26.1000 .01 .01 26 .3500 .00 .00 S/N: Bentley PondPack (10 .00 .027.00) 4.82 4.79 4. 71 4 .68 4.59 4 .57 4.48 4 .46 4 .38 4.35 4.27 4 .24 4 .16 4.13 4.05 4.03 3 .94 3 .92 3 .83 3 .81 3. 72 3.70 3 .61 3.59 3 .30 3 .15 2.27 2 .03 1.15 .97 .51 . 44 .24 .20 .11 .09 .05 .04 .02 .02 .01 .00 .00 4 :59 PM 4 .77 4 .66 4 .55 4 .44 4 .33 4.22 4 .11 4 .00 3.89 3 .78 3.68 3 .54 2 . 97 1. 78 .83 .38 .17 .08 .03 .01 .00 Bentley Systems , Inc. 5/28/2008 Type .... Pond Routing Summary Page 6 .33 Name .... POND lB OUT Tag: 2 Event : 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 2 LEVEL POOL ROUTING SUMMARY HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file NONE STORED -POND lB IN 2 Outflow HYG file NONE STORED -POND lB OUT 2 Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Vo lume Starting Outflow Starting Infiltr. POND lB POND lB OUT 1B 330.00 .000 .00 .00 ft ac-ft cf s cf s Starting Total Qout= .00 cfs Time Increment .0500 hrs I NFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow Peak Outflow Peak Elevation Peak Storage = MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN -Infiltration -HYG Vol OUT -Retained Vol 61. 41 cfs 44 .72 cfs 338 .01 ft 3 .664 ac-ft .000 10 .032 .000 8 .007 2 .025 at at 12 .5000 hrs 12 .8500 hrs Unrouted Vol -.000 ac-ft (.000% of Inflow Volume) S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Name .... File .... Storm ... Time hrs Pond Routed HYG (total out) Page 6 .34 POND lB OUT Tag: 2 Z:\7000\7066 -Kyle View (Aspen Heights) Event: 2 yr Subdivision\ENG\Drainage\prelim_drainage Type III 24hr Tag : 2 POND ROUTED TOTAL OUTFLOW HYG ... HYG file HYG ID = POND lB OUT HYG Tag 2 Peak Discharge Time to Peak HYG Volume 44 .72 cfs 12 .8500 hrs 8 .007 ac-ft HYDROGRAPH ORDINATES (cfs) Output Time increment = .0500 hrs I Time on left represents time for first value in each row. ---------!-------------------------------------------------------------- 4 .6500 I .00 4 .9000 I .00 5 .1500 I .00 5 .4000 I .00 5 .6500 I .00 5 .9000 I .00 6 .1500 I .00 6.4000 .00 6.6500 .00 6.9000 .00 7 .1500 .00 7 .4000 .00 7 .6500 .00 7 .9000 .00 8 .1500 .00 8 .4000 .00 8 .6500 .00 8 .9000 .00 9.1500 .00 9.4000 .00 9.6500 .00 9.9000 .00 10.1500 .00 10.4000 .00 10.6500 .00 10.9000 .00 11 . 1500 .00 11 .4000 .00 11 . 6500 .00 11 . 9000 .00 12 .1500 .00 S/N : Bentley PondPack (10 .00 .027 .00) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1. 25 4 .04 4 :59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 7.76 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 12 .10 Bentley Systems, Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Page 6.34 Name .... POND lB OUT Tag : 2 Event: 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 2 POND ROUTED TOTAL OUTFLOW HYG ... HYG file HYG ID = POND lB OUT HYG Tag 2 ----------------------------------- Peak Discharge 44 . 72 cf s Time to Peak 12.8500 hrs HYG Volume 8 .007 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ----------------------------------------------------------------------- 4 .6500 .00 .00 4 .9000 .00 .00 5 .1500 .00 .00 5.4000 .00 .00 5 .6500 .00 .00 5.9000 .00 .00 6.1500 .00 .00 6.4000 .00 .00 6.6500 .00 .00 6 .9000 .00 .00 7 .1500 .00 .00 7.4000 .00 .00 7 .6500 .00 .00 7.9000 .00 .00 8.1500 .00 .00 8.4000 .00 .00 8.6500 .00 .00 8.9000 .00 .00 9.1500 .00 .00 9.4000 .00 .00 9 .6500 .00 .00 9 .9000 .00 .00 10.1500 .00 .00 10 .4 000 .00 .00 10.6500 .00 .00 10.9000 .00 .00 11.1500 .00 .00 11. 4000 .00 .00 11.6500 .00 .00 11 . 9000 .00 .00 12.1500 .00 1. 25 S/N: Bentley PondPack (10.00 .027.00 ) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 4.04 4:59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 7 .7 6 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 12.10 Bentley Systems, Inc. 5 /28 /2008 ( / ~ Type .... Name .... File .... Storm ... Time hrs Pond Routed HYG (total out) Page 6 . 35 POND lB OUT Tag: 2 Z:\7000\7066 -Kyle View (Aspen Heights ) Event : 2 yr Subdivision\ENG\Drainage\prelim_drainage Type III 24hr Tag: 2 HYDROGRAPH ORDINATES (cfs) Output Time increment = .0500 hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 12 .4000 I 16.89 21. 85 12 .6500 I 38 .63 41. 26 12 .9000 I 44 .58 43 .97 13 .1500 I 38 .64 36.96 13 .4000 I 30 .28 28 .74 13 .6500 I 23 .33 22 .18 13 .9000 I 18 .32 17 .52 14 .1500 I 14 .84 14 .28 14 .4000 I 12 .38 11. 98 14 .6500 I 10 .60 10 .30 14 .9000 I 9 .29 9 .08 15.1500 I 8 .32 8 .15 15.4000 I 7 .55 7 .42 15.6500 I 6 .93 6 .81 15.9000 I 6 .37 6 .27 16.1500 I 5 .87 5 .78 16.4000 I 5 .41 5 .32 16.6500 I 4 .99 4 .91 16.9000 I 4 .63 4 .56 17 .1500 I 4 .31 4 .25 17 .4000 I 4 .03 3 .98 17 .6500 I 3 .79 3 .74 17 .9000 3 .57 3 .52 18 .1500 3 .35 3 .31 18 .4000 3 .15 3 .11 18 .6500 2 .97 2 .93 18 .9000 2 .82 2 .79 19 .1500 2 .68 2 .66 19 .4000 2 .57 2 .55 19 .6500 2 .48 2 .46 19 .9000 2 .39 2 .37 20 .1500 2 .31 2 .30 20 .4000 2 .24 2 .23 20 .6500 2 .18 2 .16 20 .9000 2 .12 2 .11 21.1500 2 .07 2 .06 21. 4000 2 .02 2 .01 21. 6500 1. 97 1. 96 21. 9000 1. 92 1. 91 22 .1500 1. 88 1. 87 22 .4000 1. 83 1. 82 22 .6500 1. 79 1. 78 22 .9000 1. 7 4 1. 74 23 .1500 1. 70 1. 69 23 .4000 1. 66 1. 65 S/N: Bentley PondPack (10 .00.027 .00) 26 . 72 43 .14 42 .98 35 .25 27 .26 21 .11 16.78 13 .76 11. 60 10 .02 8 .87 7 .99 7 .29 6 .70 6 .16 5 .69 5 .24 4 .84 4 .50 4 .20 3 .93 3 .70 3 .48 3 .27 3 .07 2 .90 2 . 76 2 .64 2 .53 2 .44 2 .36 2 .28 2 .21 2 .15 2 .10 2 .05 2 .00 1. 95 1. 90 1. 86 1. 81 1. 77 1. 73 1. 68 1. 64 4 :59 PM 31. 25 44 .26 41 . 71 33 .55 25 .87 20 .11 16 .08 13 .27 11. 24 9 .76 8 .67 7 .84 7 .16 6 .59 6 .07 5 .59 5 .15 4 .77 4 .43 4 .14 3 .88 3 .65 3 .44 3 .23 3 .03 2 .87 2 .73 2 . 62 2 .51 2 . 42 2 .34 2 .27 2 .20 2 .14 2 .09 2 .04 1. 99 1. 94 1. 90 1. 85 1. 81 1. 76 1. 72 1. 67 1. 63 35 .27 44 .72 40 .24 31. 89 24 .56 19 .18 15 .44 12 .81 10 .91 9 .52 8 .49 7 .70 7 .04 6 .48 5 .97 5 .50 5 .07 4 .70 4 .37 4 .08 3 .84 3 .61 3 .39 3 .19 3 .00 2 .84 2 . 71 2 .59 2 .49 2 .41 2 .33 2 .26 2 .19 2 .13 2 .08 2 .03 1. 98 1. 93 1. 89 1. 84 1. 80 1. 7 5 1. 71 1. 67 1. 62 Bentley Systems, Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Page 6 .36 Name .... POND lB OUT Tag: 2 Event : 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 2 HYDROGRAPH ORDINATES (cf s) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ----------------------------------------------------------------------- 23 .6500 l. 61 l. 61 23 .9000 l. 57 l. 56 24 .1500 l. 52 l. 51 24 .4000 l. 43 l. 40 24 .6500 l. 27 l. 22 24 .9000 l. 05 l. 01 25 .1500 .84 .80 25 .4000 . 68 .65 25 .6500 .55 .53 25 .9000 . 45 .43 26.1500 .37 .35 26.4000 .30 .28 26 .6500 .25 .25 26 .9000 .22 .22 27 .1500 .20 .19 27 .4000 .18 .17 27 .6500 .16 .15 27 .9000 .14 .14 28 .1500 .12 .12 28 .4000 .11 .11 28 .6500 .10 .10 28 .9000 .09 .08 29 .1500 .08 .08 29 .4000 .07 .07 29 .6500 .06 .06 29 .9000 .05 .05 30 .1500 .05 .05 30 .4000 .04 .04 30 .6500 .04 .04 30 :9000 .03 .03 31.1500 .03 .03 31. 4000 .03 .03 31.6500 .02 .02 31 .9000 .02 .02 32 .1500 .02 .02 32 .4000 .02 .02 32 .6500 .01 .01 32 .9000 .01 .01 33.1500 .01 .01 33.4000 .01 .01 33.6500 .01 .01 33.9000 .01 .01 34 .1500 .01 .01 34 .4000 .01 .01 34 .6500 .01 .01 S/N : Bentley PondPack (10 .00 .027 .00) l. 60 l. 55 l. 50 l. 37 1.18 . 96 . 76 .63 .51 . 41 .34 .27 .24 .21 .19 .17 .15 .13 .12 .10 .09 .08 .07 .07 .06 .05 .05 .0 4 .04 .03 .03 .03 .02 .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 4 :59 PM l. 59 l. 54 l. 48 l. 34 1.14 . 92 .73 .60 . 4 9 . 40 .32 .26 .23 .21 .19 .16 .15 .13 .12 .10 .09 .08 .07 .06 .06 .05 .04 .04 .04 .03 .03 .02 .02 .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 l. 58 l. 53 l. 46 l. 30 l. 09 .88 .7 1 .58 .47 .38 .31 . 26 .23 .20 .18 .16 . 1 4 .13 .11 .10 .09 .08 .07 .06 .06 .05 .04 .04 .03 .03 .03 .02 .02 .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 . 01 Bentley Systems, Inc . 5/28/2008 Type .... Name .... File .... Storm ... Time hrs Pond Routed HYG (total out) Page 6 .36 POND lB OUT Tag : 2 Z:\7000\7066 -Kyle View (Aspen Heights) Event : 2 yr Subdivision\ENG \Drainage\prelim_drainage Type III 24hr Tag : 2 HYDROGRAPH ORDINATES (cfs) Output Time increment = .0500 hrs Time on left represents time for f irst value in each row . ----------------------------------------------------------------------- 23 .6500 1. 61 1. 61 23.9000 1. 57 1. 56 24 .1500 1. 52 1. 51 24.4000 1. 43 1. 40 24 .6500 1. 27 1. 22 24.9000 1. 05 1. 01 25.1500 .84 .80 25. 4000 . 68 . 65 25 .6500 .55 .53 25 .9000 . 45 .43 26 .1500 .37 .35 26 .4000 .30 .28 26 .6500 .25 .25 26.9000 .22 .22 27.1500 .20 .19 27 .4000 .18 .17 27.6500 .16 .15 27.9000 .14 .14 28.1500 .12 .12 28 .4000 .11 .11 28 .6500 .10 .10 28 .9000 .09 .08 29 .1500 .08 .08 29 .4000 .07 . 07 29.6500 .06 .06 29.9000 .05 .05 30.1500 .05 .05 30.4000 .04 .04 30.6500 .04 .04 30 .. 9000 .03 .03 31 .1500 .03 .03 31.4000 .03 .03 31.6500 .02 .02 31.9000 .02 .02 32.1500 .02 .02 32.4000 .02 .02 32 .6500 .01 .01 32 .9000 .01 .01 33 .1500 .01 .01 33 .4000 .01 .01 33.6500 .01 .01 33.9000 .01 .01 34 .1500 .01 .01 34 .4000 .01 .01 34.6500 .01 .01 S/N: Bentley PondPack (10 .00 .027 .00) 1. 60 1. 55 1. 50 1. 37 1.18 . 96 .76 .63 .51 .41 .34 .27 .24 .21 .19 .17 .15 .13 .12 .10 .09 .08 .07 .07 .06 .05 .05 .04 .04 .03 .03 .03 .02 .02 .02 .02 .01 .01 .01 .01 . 01 .01 .01 .01 .01 4:59 PM 1. 59 1. 54 1. 48 1. 34 1.14 .92 .73 .60 . 4 9 .4 0 .32 .26 .23 .21 .19 .16 .15 .13 .12 .10 .09 .08 .07 .06 .06 .05 .04 .04 .04 .03 .03 .02 .02 .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 1. 58 1. 53 1. 4 6 1. 30 1. 09 .88 . 71 .58 .47 .38 .31 . 26 .23 .20 .18 .16 .14 .13 .11 .10 .09 .08 .07 .06 .06 .05 .04 .04 .03 .03 .03 .02 .02 .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 Bentley Systems, Inc . 5/28 /2008 Type .... Pond Routed HYG (total out) Page 6 .37 Name .... POND lB OUT Tag : 2 Event : 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = . 0500 hrs hrs I Time on left represents time for first value in each row . ---------1-------------------------------------------------------------- 34 .9000 I .01 .oo .oo .oo .oo 35 .1500 I .00 .00 .00 .00 .00 35 .4000 I .00 .00 .00 .00 .00 35 .6500 I .00 .00 .00 .00 .oo 35 . 9000 I . 00 . 00 . 00 . 00 S/N: Bentley PondPack (10 .00 .027 .00) 4:59 PM Bentley Systems , Inc. 5/28/2008 Type .... Pond Routing Summary Page 6 .38 Name .... POND 1B OUT File .... Z:\7000\7066 -Kyle Tag : 10 View (Aspen Heights) Event : 10 yr Subdivision\ENG\Drainage\prelim_drainage Storm ... Type III 24hr Tag : 10 LEVEL POOL ROUTING SUMMARY HYG Dir Z :\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inflow HYG file NONE STORED -POND lB IN 10 Outflow HYG file NONE STORED -POND lB Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration I NITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr . POND lB POND lB OUT lB 330.00 .000 .00 .00 ft ac-ft cfs cfs Starting Total Qout= .00 cfs Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow Peak Outflow Peak Elevation Peak Storage = MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN -Infiltration -HYG Vol OUT -Retained Vol 109.44 cfs 92 .06 cfs 338 .94 ft 4 .790 ac-ft .000 18 .363 .000 16.338 2 .025 at at OUT 10 12 .5000 hrs 12 .7500 hrs Unrouted Vol .000 ac-ft (.000% of Inflow Volume) S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc. 5/28/2008 + + Type .... Pond Routing Name .... POND lB File .... Z:\7000\7066 Storm ... Type III 24hr Summary OUT Tag: -Kyle View Tag: 10 (Aspen 10 Heights) Page 6.38 Event: 10 yr Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING SUMMARY HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inflow HYG file NONE STORED -POND lB IN 10 Outflow HYG file NONE STORED -POND lB Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting ws Elev Starting Volume Starting Outflow Starting Infiltr. POND lB POND lB OUT lB 330.00 .000 .00 .00 ft ac-ft cf s cf s Starting Total Qout= .00 cf s Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow Peak Outflow Peak Elevation Peak Storage = 109.44 cfs 92.06 cfs 338.94 ft 4.790 ac-ft MASS BALANCE (ac-ft) Initial Vol .000 HYG Vol IN 18 .363 Infiltration .000 HYG Vol OUT 16.338 Retained Vol 2 .025 ---------- at at Unrouted Vo l .000 ac-ft (. 000% OUT 10 12.5000 hrs 12.7500 hrs of Inflow Volume ) S/N: Bentley Systems, Inc. 5/28/2008 Bentley PondPack (10 .00.027 .00) 4:59 PM ( Type .... Pond Routed HYG (total out) Page 6 .39 Name .... POND lB OUT Tag: 10 Event : 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drai nage Storm ... TypeIII 24hr Tag: 10 POND ROUTED TOTAL OUTFLOW HYG ... HYG file HYG ID = POND lB OUT HYG Tag 10 ----------------------------------- Peak Discharge 92 .06 cf s Time to Peak 12.7500 hrs HYG Volume 16 .338 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------!-------------------------------------------------------------- 3 .0500 I .00 3 .3000 I .00 3 .5500 I .00 3 .8000 I .00 4 .0500 I .00 4 .3000 I .00 4 .5500 I .00 4.8000 I .00 5 .0500 I .00 5 .3000 I .00 5 .5500 I .00 5 .8000 I .00 6 .0500 I .00 6 .3000 I .00 6 .5500 I .00 6 .8000 I .00 7 .0500 I .00 7 .3000 I .00 7 .5500 I .00 7 .8000 .00 8 .0500 .00 8 .3000 .00 8 .5500 .00 8 .8000 .00 9 .0500 .00 9 .3000 .00 9 .5500 .00 9 .8000 .00 10 .0500 .00 10 .3000 .00 10 .5500 .00 S/N : Bentley PondPack (10 .00 .027 .00 ) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 :59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Bent l ey Systems , Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Page 6 . 4 0 Name .... POND lB OUT Tag : 10 Event: 10 yr File .... Z:\7000\7066 -Kyl e View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ----------------------------------------------------------------------- 10.8000 .00 .00 11 . 0500 1. 87 2 .58 11 . 3000 5 .62 6 .39 11 . 5500 9. 4 6 10 .26 11 . 8000 14 .07 15 .34 12 .0500 23 .74 27 .20 12 .3000 48 .81 55 .76 12 .5500 81. 57 86 .03 12 .8000 91 .64 90 .21 13 .0500 77 .99 74 .17 13 .3000 59 .09 55 .64 13 .5500 43 .81 41. 35 13.8000 33 .24 31. 59 14 .0500 26 .23 25 .14 14 .3000 21. 51 20 .75 14 .5500 18 .20 17 .65 14 .8000 15 .82 15 .43 15 .0500 14 .10 13 .81 15.3000 12 .79 12 .56 15 .5500 11 . 74 11 . 54 15 .8000 10 .82 10 .65 16 .0500 9 .99 9 .83 1 6 .3000 9 .22 9 .07 16.5500 8 .49 8 .36 16 .8000 7 .86 7 .75 17 .0500 7 .31 7 .21 17 .3000 6 .84 6 .76 17 .5500 6 .42 6 .34 17.8000 6 .04 5 . 96 18.0500 5 .68 5 .61 18.3000 5 .34 5 .27 18 .5500 5 .02 4 .96 18 .8000 4 .75 4 .70 19 .0500 4 .52 4 .48 19 .3000 4 .33 4 .29 19 .5500 4 .16 4 .13 19 .8000 4 .02 3 .99 20 .0500 3 .90 3 .87 20.3000 3 .78 3 .76 20.5500 3 .68 3 .66 20.8000 3 .58 3 .56 21.0500 3 .48 3 .47 21.3000 3 .40 3 .38 21. 5500 3 .31 3 .30 21 .8000 3 .23 3 .22 S/N : Bentley PondPack (10 .00.027 .00) .20 3 .32 7 .15 11.10 16 .85 31 .4 3 62 .86 89 .29 87 .93 70 .30 52 .39 39 .07 30 .08 24 .12 20 .05 17 .15 15 .07 13 . 54 12 .35 11. 35 10 .4 8 9.67 8 .92 8 .23 7 .63 7 .12 6 .67 6 .26 5 .89 5 .54 5 .21 4 .91 4 .65 4 .44 4 .26 4 .10 3 .97 3 .85 3 .74 3 .64 3 .54 3 .45 3 .36 3 .28 3 .20 4 :59 PM .63 4 .08 7 . 92 11 .99 18 . 67 36 .47 69 .73 91 .30 85 .02 66 . 45 49 .33 36 . 96 28 .69 23 .19 19 .39 16 .68 14 .73 13 .28 12 .14 11 .17 10.32 9.52 8 .77 8 .11 7 .52 7 .02 6.59 6.19 5 .82 5 . 48 5 .14 4.85 4.61 4 .40 4 .23 4 .07 3 .94 3 .83 3 . 72 3 .62 3 .52 3 .43 3 .35 3 .27 3 .19 1. 21 4. 85 8 .68 12 .97 20 .93 42 .31 76 .07 92 .06 81. 65 62 .70 46 .47 35 .02 27 .41 22 .31 18 .77 16 .23 14 .40 13 .03 11. 94 11. 00 10.15 9.37 8 .63 7 .98 7 .42 6.93 6.50 6.11 5 .75 5 .41 5 .08 4 .80 4 .56 4.36 4.19 4 .05 3 .92 3 .81 3 .70 3 .60 3 .50 3 .41 3 .33 3 .25 3 .17 Bentley Systems, Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Page 6 .40 Name .... POND lB OUT Tag: 10 Event : 10 yr File .... Z:\7000 \7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 HYDROGRAPH ORDINATE S (cfs) Time I Output Ti me increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 10.8000 I .00 .00 11 . 0500 I l. 87 2 .58 11. 3000 I 5 .62 6 .39 11. 5500 I 9. 4 6 10 . 26 11. 8000 I 14.07 15.34 12 .0500 I 23.74 27 .20 12.3000 48.81 55 .76 12 .5500 81. 57 86 .03 12 .8000 91 . 64 90 . 21 13 . 0500 77.99 74 .17 13. 3000 59 .09 55.64 13.5500 43.81 41. 35 13 .8000 33.24 31. 59 14.0500 26. 23 25 .14 14.3000 21. 51 20 .75 14 .5500 18.20 17.65 14.8000 15 .82 15 . 43 15.0500 14 .10 13 .81 15 .3000 12 .79 12 .56 15.5500 11 . 74 11. 54 15.8000 10 .82 10.65 1 6.0500 9.99 9 .83 16.3000 9 .22 9.07 16 .5500 8 . 4 9 8 .36 16 .8000 7.86 7 .75 17.0500 7 .31 7 .21 17.3000 6.84 6. 76 17 .5500 6 .42 6.34 17 .8000 6.04 5.96 18 .0500 5 .68 5 .61 18.3000 5.34 5 .27 18.5500 5.02 4 .96 18.8000 4 .75 4 .70 19 .0500 4.52 4.48 19 .3000 4 .33 4.29 19 .5500 4 .16 4 .13 19.8000 4 .02 3.99 2 0 .0500 3.90 3 .87 2 0 .3000 3.78 3 . 76 2 0 .5500 3 .68 3 .66 2 0 .8000 3 .58 3 .56 21.0500 3.48 3 .47 21. 3000 3 .40 3 .38 21. 5500 3 .31 3 .30 21 .8000 3.23 3 .22 S/N: Bentley PondPack (10.00 .027 .00) .20 3 .32 7 .15 11.10 16 .85 31. 43 62. 86 89 .29 87 .93 70 .30 52.39 39 .07 30 .08 24 .12 20 .05 17 .15 15.07 13 .54 12.35 11 . 35 10 .48 9 .67 8 .92 8 .23 7.63 7.12 6.67 6. 26 5 .89 5 .54 5 .21 4 .91 4.65 4 .44 4. 26 4.10 3 .97 3 .85 3 .74 3 .64 3 .54 3 . 45 3 .36 3 .28 3 .20 4: 59 PM . 63 4.08 7 .92 11. 99 18.67 36 .47 69 . 73 91. 30 85.02 66. 45 49 .33 36.96 28.69 23 .19 19.39 16. 68 14 .73 13.28 12 .14 11 .17 10 .32 9.52 8 .77 8 .11 7 .52 7.02 6.59 6 .19 5 .82 5 .48 5 .14 4 .85 4 . 61 4 .40 4 .23 4.07 3.94 3 .83 3 . 72 3 .62 3 .52 3 .43 3 .35 3 .27 3 .19 1. 21 4.85 8 .68 12 .97 20.93 42 .31 76.07 92 . 06 81. 65 62 .70 46 .47 35.02 27.41 22 .31 18 .77 16 .23 1 4 .40 13 .03 11 . 94 11 . 00 10 .15 9 .37 8 .63 7 .98 7 .42 6.93 6.50 6.11 5 . 7 5 5 .41 5 .08 4.80 4 .56 4 .36 4 .19 4 .05 3 .92 3 .81 3 .70 3 .60 3 .50 3.41 3 .33 3 .25 3 .17 Bentley Systems, Inc. 5 /28/2008 Type .... Pond Routed HYG (total out) Page 6 .41 Name .... POND lB OUT Tag: 10 Event : 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 22 .0500 I 3 .16 3 .14 22 .3000 I 3 .08 3 .07 22.5500 I 3 .01 2 .99 22 .8000 I 2 .94 2 . 92 23 .0500 I 2 .87 2 .85 23 .3000 I 2 .80 2 .78 23 .5500 I 2 . 72 2 .71 23 .8000 I 2.65 2 . 64 24 .0500 I 2 .58 2 .56 24 .3000 I 2 .47 2 .43 24 .5500 I 2 .20 2 .13 24 .8000 I 1. 82 1. 74 25 .0500 I 1. 43 1. 36 25 .3000 I 1.13 1. 07 25 .5500 I .88 .83 25.8000 I .69 . 67 26 .0500 I .56 .54 26 .3000 I . 4 6 .44 26 .5500 I .37 .35 26 .8000 .30 .29 27 .0500 .25 .25 27 .3000 .22 .22 27 .5500 .20 .20 27 .8000 .18 .17 28 .0500 .16 .15 28 .3000 .14 .14 28 .5500 .12 .12 28 .8000 .11 .11 29 .0500 .10 .10 29 .3000 .09 .09 29 .5500 .08 .08 29 .8000 .07 .07 30 .0500 .06 .06 30 .3000 .05 .05 30 .5500 .05 .05 30 .8000 .04 .04 31 .0500 .04 .04 31 .3000 .03 .03 31. 5500 .03 .03 31 .8000 .03 .03 32 .0500 .02 .02 32 .3000 .02 .02 32 .5500 .02 .02 32 .8000 .02 .02 33 .0500 .01 .01 SIN : Bentley PondPack (10 .00 .027 .00) 3 .13 3 .05 2 .98 2 .91 2 .84 2 .77 2 .70 2 .62 2 .55 2 .38 2 .06 1. 66 1. 30 1. 02 . 7 9 . 64 .52 .42 .34 .27 .24 .21 .19 .1 7 .15 .13 .12 .11 .09 .08 .07 .07 .06 .05 .05 .04 .04 .03 .03 .03 .02 .02 .02 .02 .01 4 :59 PM 3 .11 3 .04 2 . 97 2 .90 2 .82 2 .75 2 .68 2 .61 2 .52 2 .33 1. 98 1. 58 1. 24 . 97 .75 .61 .50 . 40 .32 . 27 . 24 .21 .19 .17 .15 .13 .12 .10 .09 .08 .07 .06 .06 .05 .04 .04 .04 .03 .03 .02 .02 .02 .02 .02 . 01 3 .10 3 .02 2 .95 2 .88 2 .81 2 .74 2 . 67 2 .59 2 .50 2 .27 1. 90 1. 50 1.18 .92 .72 .59 .48 .38 .31 .26 .23 .20 .18 .16 .14 .13 .11 .10 .09 .08 .07 .06 .06 .05 .04 .04 .03 .03 .03 .02 .02 .02 .02 .02 .01 Bentley Systems , Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Page 6 .42 Name .... POND lB OUT Tag : 10 Event: 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 33 .3000 I .01 .01 .01 .01 .01 33 .5500 I .01 .01 .01 .01 .01 33 .8000 I .01 .01 .01 .01 .01 34 .0500 I .01 .01 .01 .01 .01 34 . 3000 I . 01 . 01 . 01 . 01 . 01 34 .5500 I .01 .01 .01 .01 .01 34 .8000 I .01 .01 .01 .01 .01 35 .0500 I .01 .01 .01 .01 .01 35 . 3000 I • 01 . oo . oo . oo . 00 35 . 5500 I . oo . oo . oo . oo . 00 35 . 8000 I • oo . oo . oo . 00 . 00 36 .0500 I .oo .00 .oo .oo .00 36.3000 I .oo .oo .oo .oo S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Page 6 .42 Name .... POND lB OUT Tag: 10 Event: 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first val ue in each row. ----------------------------------------------------------------------- 33 .3000 .01 .01 .01 .01 .01 33.5500 .01 .01 .01 .01 .01 33.8000 .01 .01 .01 .01 .01 34.0500 .01 .01 .01 .01 .01 34.3000 .01 .01 .01 .01 .01 34 .5500 .01 .01 .01 .01 .01 34 .8000 .01 .01 .01 .01 .01 35.0500 .01 .01 .01 .01 .01 35.3000 .01 .00 .00 .00 .00 35 .5500 .00 .00 .00 .00 .00 35.8000 .00 .00 .00 .00 .00 36 .0500 .00 .00 .00 .00 .00 36.3000 .00 .00 .00 .00 S/N: Bentley Systems, Inc. Bentley PondPack (10.00.027.00) 4:59 PM 5/28/2008 Type .... Pond Routing Summary Page 6. 43 Name .... POND lB OUT File .... Z:\7000\7066 -Kyle Tag : 25 View (Aspen Heights) Event : 25 yr Subdivision\ENG\Drainage\prelim_drainage Storm ... Type III 24hr Tag: 25 LEVEL POOL ROUTING SUMMARY HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inflow HYG file NONE STORED POND lB IN 25 Outflow HYG file NONE STORED -POND lB OUT 25 Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting I nfiltr. POND 1B POND 1B OUT lB 330 .00 .000 .00 .00 ft ac-ft cf s cfs Starting Total Qout= .00 cf s Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow Peak Outflow Peak Elevation Peak Storage = MASS BALANCE (ac-ft) + I nitial Vol + HYG Vol IN Infiltration -HYG Vol OUT -Retained Vol 125.84 cfs 108.52 cfs 339.18 ft 5 .092 ac-ft .000 21.270 .000 19 .245 2 .025 at at 12 .5000 hr s 12 .7500 hrs Unrouted Vol -.000 ac-ft (.000% of Inflow Volume) S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentl ey Systems, Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Name .... POND lB OUT Tag : 25 Page 6 .44 Event : 25 yr File .... Z:\7000 \7066 -Kyl e View (Aspen Heights) Subdivisi on\ENG\Drainage\prelim_drainage Stor m ... TypeIII 24hr Tag: 25 POND ROUTED TOTAL OUTFLOW HYG ... HYG file HYG ID = POND lB OUT HYG Tag 25 Peak Discharge Time t o Peak HYG Volume 108.52 cfs 12 .7500 hrs 19.245 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment= .0500 hrs hrs Time on left repr esents t i me for f i rst value in each row . 2 .7000 2 .9500 3 .2000 3 .4500 3 .7000 3 .9500 4 .2000 4 .4500 4 .7000 4 .9500 5 .2000 5 .4500 5 .7000 5 .9500 6 .2000 6 .4500 6 .7000 6 .9500 7 .2000 7 .4500 7 .7000 7 .9500 8 .2000 8 .4500 8 .7000 8 .9500 9 .2000 9 .4500 9 .7000 9 .9500 10 .2000 S/N: .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Bentl ey PondPack (10 .00 .027 .00) . 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 :59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .. 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .06 Bent l ey Systems , Inc. 5/28/2008 Type .... Pond Routed HYG (total out} Page 6.44 Name .... POND lB OUT Tag: 25 Event: 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prel im_drainage Storm ... TypeIII 24hr Tag: 25 POND ROUTED TOTAL OUTFLOW HYG ... HYG file HYG ID HYG Tag = POND lB 25 Peak Discharge Time to Peak HYG Volume OUT 108.52 cfs 12.7500 hrs 19 .245 ac-ft HYDROGRAPH ORDINATES (cfs ) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 2 .7000 2.9500 3 .2000 3.4500 3 .7000 3.9500 4.2000 4.4500 4 .7000 4 .9500 5.2000 5.4500 5.7000 5.9500 6.2000 6.4500 6.7000 6.9500 7.2000 7.4500 7 .7000 7 .9500 8.2000 8.4500 8 .7000 8 .9500 9.2000 9.4500 9.7000 9.9500 10.2000 S/N : .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Bentley PondPack (10.00 .027 .00) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 :59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .. 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .06 Bentl ey Systems , Inc. 5/28/2008 ( Type .... Pond Routed HYG (total out) Page 6.45 Name .... POND lB OUT Tag: 25 Event: 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 25 HYDROGRAPH ORDINATES (cfs) Time Output Time increment= .0500 hrs hrs Time on left represents time for first value in each row. -----------------------------------------------------------------------10.4500 .35 .83 10.7000 3.43 4.13 10.9500 6.93 7.59 11. 2000 10.10 10.70 11. 4500 13.10 13.72 11. 7000 16.65 17.59 11. 9500 23.67 26.20 12.2000 44.10 50.86 12.4500 82.36 89.55 12.7000 108. 11 108.52 12.9500 96.95 92.91 13.2000 I 75. 45 71.14 13.4500 I 55.80 52.53 13.7000 I 41. 69 39.48 13.9500 I 32.31 30.87 14.2000 I 26.10 25 .13 14.4500 I 21. 84 21.15 14.7000 I 18.80 18.31 14.9500 I 16.62 16.26 15.2000 I 15.01 14.73 15.4500 I 13.73 13.50 15.7000 I 12. 64 12.45 15.9500 I 11. 68 11. 49 16.2000 I 10.78 10.61 16.4500 I 9.93 9.77 16.7000 I 9.18 9.04 16.9500 8.52 8.40 17.2000 7.96 7.86 17.4500 7. 4 6 7.37 17.7000 7.02 6.93 17.9500 6.60 6.52 18.2000 6.21 6.13 18.4500 5.84 5. 77 18.7000 5.51 5.45 18.9500 5.22 5.17 19.2000 4.99 4.95 19.4500 4.80 4.76 19.7000 4.63 4.60 19.9500 4.48 4.46 20.2000 4.35 4.32 20.4500 4.22 4.20 20.7000 4.10 4. 08 20.9500 4.00 3.97 21. 2000 3.90 3.88 21.4500 3.81 3.79 S/N: Bentley PondPack (10.00.027.00) 1. 40 2.05 4. 8 4 5.55 8.24 8.87 11. 29 11. 89 14.37 15.07 18.70 20.03 29.40 33.38 58.38 66.38 95.76 101. 50 107.20 104.57 88.72 84.33 66.99 63.03 49.49 46.68 37.46 35.59 29.53 28.30 24.22 23.37 20.50 19.90 17.84 17.40 15.92 15.60 14.46 14.20 13.28 13.06 12.25 12.06 11. 31 11.13 10.44 10.27 9.62 9.47 8.90 8.77 8.29 8.18 7.76 7.66 7.28 7.19 6.85 6. 77 6.44 6.36 6.05 5.98 5.70 5.63 5.39 5.33 5.12 5.08 4. 91 4.87 4.73 4.70 4.57 4.54 4.43 4.40 4.30 4.27 4.17 4.15 4.06 4.04 3.95 3.94 3.86 3.84 3.77 3.75 4:59 PM 2.73 6.24 9.49 12.49 15.81 21. 66 38.28 74.52 105.76 100.99 79.87 59.30 44.08 33.88 27.16 22.58 19.33 17.00 15.29 13. 96 12.85 11. 87 10.96 10.10 9.32 8. 64 8.07 7.56 7.10 6.69 6.28 5.91 5.57 5.27 5.03 4.83 4.66 4.51 4.37 4.25 4.13 4.02 3.92 3.82 3.73 Bentley Systems, Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Page 6 .46 Name .... POND lB OUT Tag : 25 Event: 25 yr File .... Z :\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drai nage\prelim_drainage Storm ... TypeIII 24hr Tag: 25 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 21. 7000 I 3 .72 3 .70 2i. 9500 I 3 .63 3 .61 22 .2000 3 .54 3 .53 22 .4500 3 . 46 3 .44 22 .7000 3 .37 3 .36 22 .9500 3 .29 3 .27 23 .2000 3 .21 3 .19 23 .4500 3 .12 3 .11 23 .7000 3 .04 3 .02 23 .9500 2 .96 2. 94 24 .2000 2 .87 2 .84 24 .4500 2 .65 2 .58 24 .7000 2 .23 2 .14 24 .9500 1. 78 1. 69 25 .2000 1. 37 1. 31 25 .4500 1. 07 1. 02 25 .7000 .83 . 79 25.9500 .66 . 64 26 .2000 .54 .52 26 .4500 .43 .42 26 .7000 .35 .34 26 .9500 .28 .27 27 .2000 .25 .24 27 .4500 .22 .21 27 .7000 .19 .19 27 .9500 .17 .17 28 .2000 .15 .15 28 .4500 .14 .13 28 .7000 .12 .12 28 .9500 .11 .11 29 .2000 .10 .09 29 .4500 .08 .08 29 .7000 .08 .07 29 .9500 .07 .07 30 .2000 .06 .06 30 .4500 .05 .05 30 .7000 .05 .05 30 .9500 .04 .04 31.2000 .04 .04 31. 4500 .03 .03 31. 7000 .03 .03 31. 9500 .03 .03 32 .2000 .02 .02 32 .4500 .02 .02 32 .7000 .02 .02 S/N: Bent ley PondPack (10 .00 .027 .00) 3 .68 3 .59 3 .51 3 .42 3.34 3 .26 3 .17 3 .09 3 .01 2 .93 2 .80 2 .50 2 .05 1. 61 1. 25 . 97 .75 . 61 . 4 9 . 40 .32 .26 .24 .21 .19 .16 .15 .13 .12 .10 .09 .08 .07 .06 .06 .05 .04 .04 .04 .03 .03 .02 .02 .02 .02 4 :59 PM 3 .66 3 .58 3 . 4 9 3 .41 3 .32 3 .24 3 .16 3 .07 2 .99 2 .91 2.76 2 . 42 1. 96 1. 52 1.19 . 92 . 72 .59 .47 .38 .31 .26 .23 .20 .18 .16 .14 .13 .11 .10 .09 .08 .07 .06 .06 .05 .04 .04 .03 .03 .03 .02 .02 .02 .02 3 .65 3 .56 3 .48 3 .39 3 .31 3 .22 3 .14 3.06 2 .98 2 .89 2 . 71 2 .33 1. 87 1. 44 1.13 .88 .69 .56 .45 .37 .30 .25 .22 .20 .18 .16 .14 .12 .11 .10 .09 .08 .07 .06 .05 .05 .04 .04 .03 .03 .03 .02 .02 .02 .02 Bentley Systems , Inc. 5/28/2008 Type .... Pond Routed HYG (total out ) Page 6.46 Name .... POND lB OUT Tag: 25 Event : 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 25 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------!-------------------------------------------------------------- 21.7000 I 3 . 72 3 .7 0 21 .9500 I 3 .63 3.61 22.2000 I 3 .54 3.53 22.4500 I 3 .46 3.44 22 .7000 I 3.37 3 .36 22 .9500 I 3.29 3.27 23 .2000 I 3.21 3 .19 23.4500 3 .12 3.11 23.7000 3 .04 3 .02 23 .9500 2.96 2 .94 24.2000 2.87 2 .84 24 .4500 2 .65 2 .58 24.7000 2 .23 2 .14 24.9500 1. 78 1. 69 25.2000 1. 37 1. 31 25 .4500 1. 07 1. 02 25 .7000 .83 .79 25.9500 .66 . 64 26.2000 .54 .52 26.4500 .43 .42 26.7000 .35 .34 26.9500 .28 . 27 27.2000 .25 .24 27.4500 . 22 .21 27 .7000 .19 .1 9 27.9500 .17 .1 7 28 .2000 .15 .15 28.4500 .14 .13 28 .7000 .12 .12 28.9500 .11 .11 29.2000 .10 .09 29.4500 .08 .08 29.7000 .08 .07 29 .9500 .07 .07 30.2000 .06 .06 30.4500 .05 .05 30.7000 .05 .05 30 .9500 .04 .04 31. 2000 .04 .04 31. 4500 .03 .03 31. 7000 .03 .03 31 .9500 .03 .03 32.2000 .02 .02 32 .4500 .02 .02 32 .7000 .02 .02 S/N: Bentley PondPack (1 0.00.027 .0 0 ) 3 .68 3 .59 3.51 3.42 3 .34 3.26 3.17 3 .09 3.01 2 .93 2 .80 2 .50 2.05 1. 61 1. 25 .97 . 75 . 61 .49 .40 .32 . 26 .24 .21 .19 .16 .15 .13 .12 .10 .09 .08 .07 .06 .06 .05 .04 .04 .04 .03 .03 .02 .02 .02 .02 4:59 PM 3 .66 3 .58 3 .49 3 .41 3 .32 3.24 3.16 3 .07 2 .99 2.91 2.76 2 . 42 1. 96 1. 52 1.19 . 92 . 72 .59 . 4 7 .38 .31 . 2 6 .23 .20 .18 .16 .14 .13 .11 .10 .09 .08 .07 .06 .0 6 .05 .04 . 04 .03 .03 .03 .02 .02 .02 .02 3 .65 3 .56 3 .48 3.39 3.31 3 .22 3.14 3.06 2 .98 2 .89 2 .71 2.33 1. 87 1. 44 1.13 . 88 .69 .56 .45 .37 .30 .25 . 22 . .20 .18 .16 .14 .12 .11 .10 .09 .08 .07 .06 .05 .05 .04 .04 .03 .03 .03 .02 .02 .02 .02 Bentley Systems , Inc . 5/28 /2008 ( Type .... Pond Routed HYG (total out) Page 6 .47 Name .... POND lB OUT Tag : 25 Event : 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 25 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 32 .9500 I .02 .02 33 .2000 I .01 .01 33 .4500 I .01 .01 33 .7000 I .01 .01 33 .9500 I .01 .01 34 .2000 I .01 .01 34 .4500 I .01 .01 34 .7000 I .01 .01 34 .9500 I .01 .01 35 .2000 I .01 .01 35 .4500 I .00 .00 35 .7000 I .00 .00 35 .9500 I .00 .00 36 .2000 I .00 .00 36 .4500 I .00 .00 S/N : Bentley PondPack (10 .00 .027 .00) .02 .01 .01 .01 .01 .01 .01 . 01 .01 .01 .00 .00 .00 .00 .00 4 :59 PM .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 .00 .00 .00 .00 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .00 .00 .00 .00 Bentl ey Systems , I nc . 5/28/2008 Type .... Pond Routing Sununary Page 6 .48 Name .... POND 1B OUT File .... Z:\7000\7066 -Kyle Tag : 50 View (Aspen Heights) Event: 50 yr Subdivision\ENG\Drainage\prelim_drainage Storm ... Type III 24hr Tag: 50 LEVEL POOL ROUTING SUMMARY HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inflow HYG file NONE STORED -POND lB IN 50 Outflow HYG file NONE STORED -POND lB OUT 50 Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr . POND lB POND 1B OUT lB 330 .00 .000 .00 .00 ft ac-ft cf s cf s Starting Total Qout= .00 cf s Time Increment .0500 hrs INFLOW /OUTFLOW HYDROGRAPH SUMMARY Peak Inflow Peak Outflow Peak Elevation Peak Storage = MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN -Infiltration -HYG Vol OUT Retained Vol 148.69 cfs 132.55 cfs 339 .45 ft 5 .440 ac-ft .000 25 .355 .000 23 .330 2 .025 at at 12.5000 hrs 12 .7000 hrs Unrouted Vol -.000 ac-ft (.000% of Inflow Volume) S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 + + Type .... Pond Routing Name .... POND lB File .... Z:\7000\7066 Storm ... Type III 24hr Summary OUT Tag: -Kyle View Tag: 50 (Aspen 50 Heights ) Page 6.48 Event: 50 yr Subdivision\ENG \Drainage\prelim_drainage LEVEL POOL ROUTING SUMMARY HYG Dir Z:\7000\70 66 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inflow HYG file NONE STORED -POND lB IN 50 Outflow HYG file NONE STORED -POND lB Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr . POND lB POND lB OUT lB 330.00 .000 .00 .00 ft ac-f t cf s cf s Starting Total Qout= .00 cf s Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inf l ow Peak Outflow Peak Elevation Peak Storage = 148 .69 cfs 132.55 cfs 339.45 ft 5 .440 ac-ft MASS BALANCE (ac-ft) Initial Vol .000 HYG Vol IN 25.355 Infiltration .000 HYG Vol OUT 23.330 Retained Vol 2 .025 ---------- at at Unrouted Vol -.000 ac-ft (. 000% OUT 50 12 .5000 hrs 12.7000 hrs of Inflow Vol ume) S/N: Bentley Systems, Inc . 5/28/2008 Bentley PondPack (10.00.027.00) 4:59 PM ( ( Type .... Pond Routed HYG (total out) Page 6 .49 Name . . . . POND lB OUT Tag : 50 Event : 50 yr File .... Z:\7000 \7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 50 POND ROUTED TOTAL OUTFLOW HYG ... HYG file HYG ID = POND lB OUT HYG Tag 50 Peak Discharge Time to Peak HYG Volume 132 .55 cfs 12 .7000 hrs 23 .330 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 2 .3500 I .00 .00 2 .6000 I .00 .00 2 .8500 I .00 .00 3 .1000 I .00 .00 3 .3500 I .00 .00 3 .6000 I .00 .00 3 .8500 I .00 .00 4 .1000 I .00 .00 4 .3500 I .00 .00 4 .6000 I .00 .00 4 .8500 I .00 .00 5 .1000 I .00 .00 5 .3500 .00 .00 5 .6000 .00 .00 5 .8500 .00 .00 6.1000 .00 .00 6.3500 .00 .00 6.6000 .00 .00 6.8500 .00 .00 7 .1000 .00 .00 7 .3500 .00 .00 7 .6000 .00 .00 7.8500 .00 .00 8 .1000 .00 .00 8 .3500 .00 .00 8 .6000 .00 .00 8 .8500 .00 .00 9 .1000 .00 .00 9.3500 .00 .00 9 .6000 .00 .00 9 .8500 .28 . 74 S/N : Bentley PondPack (10 .00 .027 .00) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1. 30 1. 91 4:59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .02 2 .56 Bentley Systems, Inc . 5/28 /2008 Type .... Pond Routed HYG (total out) Name .... POND lB OUT Tag: 50 Page 6.50 Event: 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment= .0500 hrs hrs I Time on left represents time for first value in each row. ---------1 10.1000 I 3.23 3.90 10.3500 I 6.50 7 .11 10.6000 I 9.37 9.90 10.8500 I 11. 93 12.41 11.1000 I 14.31 14.78 11.3500 I 16. 72 17.24 11.6000 I 19. 72 20. 49 11.8500 I 25.21 27.12 12.1000 I 41. 20 47.10 12.3500 I 80.81 90.47 12.6000 I 126.86 131.01 12.8500 I 124.74 119.43 13.1000 I 95.91 91. 05 13.3500 I 72. 31 68.07 13.6000 I 53.66 50.69 13.8500 I 40. 96 39.00 14.1000 I 32.60 31. 29 14.3500 I 26.96 26.05 14.6000 I 22.98 22.33 14.8500 I 20.14 19.68 15.1000 I 18.08 17.73 15.3500 I 16.49 16.21 15.6000 I 15.17 14.93 15.8500 I 14.01 13.79 16.1000 I 12.94 12.73 16.3500 I 11. 94 11. 74 16.6000 I 11. 01 10.84 16.8500 I 10.20 10.05 17.1000 I 9.51 9.38 17.3500 I 8.91 8.79 17.6000 I 8.37 8.27 17.8500 I 7.88 7.78 18.1000 I 7.41 7.32 18.3500 I 6.97 6.88 18.6000 I 6.56 6.48 18.8500 I 6.20 6.14 19.1000 I 5.92 5.87 19.3500 I 5.68 5.63 19.6000 I 5.47 5.44 19.8500 I 5.29 5.26 20.1000 I 5.13 5.10 20.3500 I 4.98 4.95 20.6000 I 4.85 4.82 20.8500 I 4.72 4.70 21.1000 I 4.60 4.58 S/N: Bentley PondPack (10.00.027.00) 4.57 7.70 10.42 12.89 15.25 17.80 21. 39 29.51 54.12 100.34 132.55 113. 56 86.21 64.09 47.94 37.19 30.08 25.20 21.73 19.24 17.39 15.93 14.70 13.58 12.53 11. 55 10.67 9.90 9.26 8.68 8.17 7.69 7.23 6.80 6.41 6.08 5.82 5.59 5.40 5.23 5.07 4.93 4.79 4. 67 4.55 4:59 PM 5.23 8.27 10.93 13.37 15.73 18.39 22.43 32.55 62. 26 110. 95 131.77 107.47 81. 41 60.36 45. 41 35.53 28.97 24.41 21.16 18.83 17.08 15.67 14.46 13. 36 12.33 11.36 10.51 9.77 9.14 8.57 8.07 7.59 7.14 6. 72 6.34 6.02 5.77 5.55 5.36 5.19 5.04 4.90 4.77 4.65 4.53 5.87 8.83 11. 43 13. 84 16.22 19.02 23.69 36. 40 71. 26 120.07 128.99 101.47 76.76 56.89 43.09 34.00 27. 92 23.67 20.63 18.44 16.78 15.42 14.23 13 .15 12.13 11.18 10.35 9.63 9.02 8.47 7. 97 7.50 7.05 6.64 6.27 5.97 5.72 5.51 5.33 5.16 5.01 4.87 4.74 4.62 4.51 Bentley Systems, Inc. 5/28/2008 Type .... Pond Routed HYG (t otal out) Page 6 .50 Name .... POND lB OUT Tag: 5 0 Event : 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivi sion\ENG \Drainage\prelim_drainage Storm ... Type!!! 24hr Tag : 50 HYDROGRAPH ORDINATES (cfs) Time I Output Time incr ement = .0500 hrs hrs I Time on left represents time for first value in each r ow . ---------!-------------------------------------------------------------- 10.1000 I 3.23 3 .90 10.3500 I 6 .50 7.11 10.6000 I 9 .37 9 .90 10 .8500 I 11. 93 12.41 11.1000 I 14 .31 14 .78 11. 3500 I 16. 72 17 .24 11 . 6000 I 1 9. 72 20 . 49 11.8500 I 25 .21 27 .12 12 .1000 I 41. 20 47 .10 12.3500 I 80 .81 90 .47 12.6000 I 126. 86 131 .01 12 .8500 I 124.74 119 . 43 1 3 .1000 I 95 .91 91. 05 1 3 .3500 I 72. 31 68.07 13.6000 I 53.66 50 .69 13. 8500 I 40.96 39.00 14 .1000 I 32 .60 31. 29 14 .3500 I 26. 96 26 .05 14 .6000 I 22 .98 22 .33 14.8500 20 .14 19 .68 15 .1000 1 8 .08 17 .73 15.3500 1 6 . 49 16.21 15 .6000 15 .17 14.93 15 .8500 14.01 13 .79 16 .1000 12 .94 12 .73 16.3500 11 . 94 11. 74 1 6 .6000 11 . 01 10.84 16.8500 10 .20 10.05 17 .1 000 9.51 9 .38 17 .3500 8.91 8 .79 17.6000 8 .37 8 .27 17 .8500 7.88 7 .78 18 .1000 7 .41 7 .32 18.3500 6.97 6 .88 18 .6000 6 .56 6 .4 8 18 .8500 6 .20 6 .14 1 9 .1000 5.92 5.8 7 1 9.3500 5 .68 5 .63 19 .6000 5 .47 5 .44 19.8500 5 .29 5.26 20 .1 000 5 .13 5 .10 20 .3500 4 .98 4 .95 20.6000 4 .85 4 .82 20.8500 4. 72 4 .70 21.1000 4 .60 4.58 S/N: Bentley PondPack (10 .00 .027.00) 4 .57 7 .70 10.42 12 .89 15.25 17 .80 21 .39 29 .51 54 .12 1 00 .34 132 .55 113 . 56 86 .21 64.09 47 .94 37 .19 30.08 25 .20 21. 73 19 .24 17.39 15.93 14 .70 13 .58 12 .53 11 . 55 10 .67 9 .90 9 . 26 8 .68 8 .1 7 7 .69 7.23 6 .80 6 .41 6.08 5.82 5 .59 5 . 40 5 .23 5 .07 4 .93 4 .79 4 . 67 4.55 4:59 PM 5 .23 8 .27 10.93 13 .37 15 . 73 18 .39 22.43 32 .55 62 . 26 110 . 95 131. 77 107 .47 81. 41 60 . 36 45 .41 35.53 28 .97 24 .41 21.16 18 .83 17 .08 15 .67 14.46 13 .36 12 .33 11. 36 10.51 9.77 9.14 8.57 8.07 7.59 7 .14 6. 72 6.34 6 .02 5 .77 5 .55 5 .36 5.1 9 5.04 4 .90 4 .77 4 .65 4 .53 5 .87 8 .83 11. 43 13 .84 16.22 19.02 23 .69 36 . 40 71. 26 120 .07 128 .99 101.47 76 .76 56 .89 43 .09 34.00 27 .92 23 .67 20 .63 18 .44 1 6 .78 15 . 42 14 .23 13 .15 12.1 3 11 .1 8 10 .35 9 .63 9 .02 8 .4 7 7 .97 7 .50 7 .05 6 .64 6.27 5 .97 5 .72 5 .51 5 .33 5.16 5 .01 4 .87 4 .74 4 . 62 4 .51 Bentley Sys tems , Inc . 5/28/2008 ( ( Type .... Pond Routed HYG (total out) Page 6 .51 Name .... POND lB OUT Tag: 50 Event: 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 21 .3500 I 4 .49 4 . 4 7 21 .6000 I 4 .38 4 .36 21 .8500 I 4 .28 4 .25 22 .1000 I 4 .17 4 .15 22 .3500 I 4 .07 4 .05 22 .6000 I 3 .97 3 .95 22 .8500 I 3 .88 3 .86 23 .1000 I 3 .79 3 .77 23 .3500 I 3 .69 3 . 67 23 .6000 I 3 .59 3 .57 23 .8500 I 3 .50 3 .48 24 .1000 I 3 .40 3 .37 24 .3500 I 3 .21 3 .15 24 .6000 I 2 .80 2 .70 24 .8500 I 2 .25 2 .14 25 .1000 I 1. 75 1. 65 25 .3500 I 1. 33 1. 27 25 .6000 I 1. 04 .99 25 .8500 I .80 . 76 26 .1000 I . 64 . 62 26 .3500 .52 .50 26 .6000 .42 . 40 26 .8500 .34 .33 27 .1000 .27 .27 27 .3500 .24 .24 27 .6000 .21 . 21 27 .8500 .19 .19 28 .1000 .17 .17 28 .3500 .15 .15 28 .6000 .13 .13 28 .8500 .12 .12 29 .1000 .11 .10 29 .3500 .09 .09 29 .6000 .08 .08 29 .8500 .07 .07 30 .1000 .07 .06 30 .3500 .06 .06 30 .6000 .05 .05 30 .8500 .05 .04 31 .1000 .04 .04 31. 3500 .04 .04 31 .6000 .03 .03 31 .8500 .03 .03 32 .1000 .03 .02 32 .3500 .02 .02 S/N : Bentley PondPack (10 .00 .027 .00) 4 .44 4 .42 4 .34 4 .32 4 .23 4 .21 4 .13 4 .11 4 .03 4 .01 3 .94 3 .92 3 .84 3 .82 3 .75 3 .73 3 .65 3 .63 3 .56 3 .54 3 .46 3 .44 3 .34 3 .31 3 .07 2 .99 2 .59 2 .48 2 .03 1. 94 1. 57 1. 48 1. 21 1.15 .94 .89 .73 .70 .59 .57 .48 . 4 6 .39 .37 .31 .30 .26 .25 .23 .23 .20 .20 .18 .18 .1 6 .16 .14 .14 .13 .12 .11 .11 .10 .10 .09 .09 .08 .08 .07 .07 .06 .06 .06 .05 .05 .05 .04 .04 .04 .04 .03 .03 .03 .03 .03 .03 .02 .02 .02 .02 4 :59 PM 4 .40 4 .30 4 .19 4 .09 3 .99 3 .90 3 .80 3 .71 3 .61 3 .52 3 .42 3 .26 2 .90 2 .36 1. 84 1. 40 1. 09 .84 . 67 .54 .44 .35 .29 .25 .22 .20 .17 .15 .14 .12 .11 .10 .09 .08 .07 .06 .05 .05 .04 .04 .03 .03 .03 .02 .02 Bentley Systems , Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Name .... POND lB OUT Tag : 50 Page 6 .52 Event : 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 50 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ----------------------------------------------------------------------- 32 .6000 .02 .02 32 .8500 .02 .02 33 .1000 .02 .02 33 .3500 .01 .01 33 .6000 .01 .01 33 .8500 .01 .01 34 .1000 .01 .01 34 .3500 .01 .01 34 .6000 .01 .01 34 .8500 .01 .01 35 .1000 .01 .01 35 .3500 .01 .01 35 .6000 .00 .00 35 .8500 .00 .00 36 .1000 .00 .00 36.3500 .00 .00 36.6000 .00 .00 S/N: Bentley PondPack (10 .00 .027 .00) .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 .00 .00 .00 .00 4 :59 PM .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .00 .00 .00 .00 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 Bentley Systems , Inc. 5/28/2008 Type .... Pond Routed HYG (total out ) Page 6 .52 Name .... POND lB OUT Tag: 50 Event: 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value i n each row. ---------!-------------------------------------------------------------- 32.6000 I . 02 32.8500 I .02 33.1000 I .02 33.3500 I .01 33.6000 I .01 33 .8500 I .01 34.1000 I . 01 34.3500 I .01 34.6000 I .01 34.8500 I .01 35.1000 I .01 35.3500 I .01 35.6000 I .00 35 .8500 I .00 36.1000 I .00 36.3500 I .00 36 .6000 I .00 S/N: Bentley PondPack (10.00.027.00) .02 .02 . 02 .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 . 01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 :59 PM .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .00 .00 .00 .00 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 Bentley Systems, Inc. 5 /28/2008 ( ( Type .... Pond Routing Summary Page 6 .53 Name .... POND lB OUT Tag : 100 Event : 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 100 LEVEL POOL ROUTING SUMMARY HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file NONE STORED -POND lB IN 100 Outflow HYG file NONE STORED -POND lB OUT 100 Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting ws Elev Starting Volume Starting Outflow Starting Infiltr . POND lB POND lB OUT lB 330 .00 .000 .00 .00 ft ac-ft cfs cf s Starting Total Qout= .00 cf s Time Increment .0500 hrs INFLOW /OU TFLOW HYDROGRAPH SUMMARY Peak Inflow Peak Outflow Peak Elevation Peak Storage = MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN -Infiltration -HYG Vol OUT -Retained Vol 168 .19 cfs 152 .68 cfs 339 .65 ft 5 .700 ac-ft .000 28 .866 .000 26.841 2 .025 at at 12 .5000 hrs 12 .7000 hrs Unrouted Vol -.000 ac-ft (.000% of Inflow Volume) S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Page 6.54 Name .... POND lB OUT Tag: 100 Event : 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 100 POND ROUTED TOTAL OUTFLOW HYG ... HYG file HYG ID = POND lB OUT HYG Tag 100 Peak Discharge Time to Peak HYG Volume 152 .68 cfs 12 .7000 hrs 26 .841 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment= .0500 hrs hrs Time on left represents time for first value in each row . 2 .1000 2 .3500 2 .6000 2 .8500 3 .1000 3 .3500 3 .6000 3 .8500 4 .1000 4 .3500 4 .6000 4 .8500 5 .1000 5 .3500 5.6000 5 .8500 6 .1000 6 .3500 6 .6000 6 .8500 7 .1000 7 .3500 7 .6000 7 .8500 8 .1000 8 .3500 8.6000 8.8500 9.1000 9.3500 9.6000 S/N : .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .03 2 .52 Bentley PondPack (10 .00 .027 .00) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ·. 00 .29 3 .18 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .74 3 .84 4 :59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1. 28 4 .50 . 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1. 89 5 .15 Bentley Systems , Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Page 6.54 Name .... POND lB OUT Tag: 100 Event : 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 100 POND ROUTED TOTAL OUT FLOW HYG ... HYG file HYG ID = POND lB OUT HYG Tag 100 ----------------------------------- Peak Discharge 152 .68 cf s Time to Peak 12.7000 hrs HYG Volume 26 .841 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs ) Ti me Output Time increment = .0500 hrs hrs I Time on left represents time for first val ue in each row. ---------!-------------------------------------------------------------- 2 .1000 I .00 2.3500 I .00 2 .6000 I .00 2.8500 I .00 3 .1000 I .00 3.3500 I .00 3.6000 I .00 3.8500 I .00 4 .1000 I .00 4.3500 I .00 4.6000 I .00 4.8500 I .00 5 .1000 I .00 5.3500 I .00 5 .6000 I .00 5 .8500 I .00 6 .1000 I .00 6 .3500 I .00 6.6000 I .00 6 .8500 I .00 7 .1000 I .00 7.3500 I .00 7.6000 I .00 7.8500 I .00 8.1000 I .00 8.3500 I .00 8 .6000 I .00 8 .8500 I .00 9.1000 I .00 9 .3500 I .03 9 .6000 I 2.52 S/N: Bentley PondPack (10 .00.027.00) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ·. 00 .00 .2 9 .74 3 .18 3 .84 4 :59 PM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1. 28 4.50 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1. 89 5 .15 Bentley Systems, Inc. 5/28/2008 ( ( Type .... Pond Routed HYG (total out) Name .... POND 18 OUT Tag : 100 Page 6 . 55 Event : 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row . ----------------------------------------------------------------------- 9 .8500 5 .79 6.41 10 .1000 8 .69 9.21 10 .3500 11 .12 11. 57 10.6000 13 .27 13 .68 10.8500 15 .34 15.76 11. 1000 17 .50 17 .95 11. 3500 19 .89 20 . 43 11 . 6000 23 .09 23 .95 11. 8500 29 .30 31. 49 12.1000 47 .72 54 .52 12.3500 93 .11 105.78 12.6000 148 .21 151. 89 12.8500 141. 50 134 .93 13.1000 106.16 99 . 75 13. 3500 79 .55 75 .01 13. 6000 59 .35 56 .09 13.8500 45 .41 43 .25 14 .1000 36 .20 34 .76 14 .3500 29 .98 28 .98 14 .6000 25 .59 24 .88 14 .8500 22 . 45 21. 94 15.1000 20 .18 19.80 15.3500 18 .43 18 .12 15.6000 16 .97 16.70 15.8500 15 .68 15 .43 16.1000 14 .48 14 .25 16.3500 13 .36 13 .14 16.6000 12 .32 12 .13 16.8500 11. 41 11. 24 17 .1000 10 .64 10 .50 17 .3500 9 .96 9 .84 17 .6000 9 .37 9 .26 17 .8500 8 .82 8 .71 18.1000 8 .30 8 .20 18.3500 7 .80 7 .71 18.6000 7 .34 7 .26 18.8500 6 .96 6 .89 19.1000 6 .63 6 .57 19.3500 6 .36 6 .31 19.6000 6 .13 6 .09 19.8500 5 .94 5 .90 20 .1000 5 .76 5 .73 20 .3500 5 .60 5 .56 20 .6000 5 .44 5 .41 20 .8500 5 .29 5 .27 S/N: Bentley PondPack (10 .00 .027 .00 ) 7 .01 9 .71 12 .00 14 .09 16.19 18.41 21. 01 24 .95 34 .24 62 .59 119.47 152.68 127 .76 94 .17 70 .70 53 .08 41. 26 33 .43 28 .04 24 .20 21. 46 19.43 17 .82 16.44 15.19 14 .02 12 .92 11 .94 11. 08 10 .36 9 . 72 9 .15 8 .61 8 .10 7 .61 7 .18 6 .82 6 .52 6 .27 6 .05 5 .87 5 .69 5 .53 5 .38 5 .2 4 4 :59 PM 7 .59 10 .20 12 .43 14 .51 16 .62 18 .88 21. 64 26 .12 37 .74 71. 92 131 .72 150 .91 120 .40 89 .19 66 .65 50 .31 39.43 32 .20 27 .17 23 .58 21. 01 19.08 17 .53 16.18 14 . 96 13.80 12.71 11. 76 10.93 10.22 9.60 9.04 8 .50 8 .00 7 .52 7 .10 6.75 6. 4 6 6.22 6 .01 5 .83 5 .66 5 .50 5 .35 5 .21 8 .15 10 .67 12 .85 14 .93 17 .06 19 .37 22 .33 27 .55 42 .18 82 .22 141 .44 146.98 113 .13 84 .29 62 .87 47 .75 37 .75 31 .05 26 .35 23 .00 20 .58 18 .75 17 .24 15 .93 14 .72 13 .58 12 .51 11. 58 10 .78 10 .09 9 .49 8 .93 8 .40 7 .90 7 .43 7 .03 6 .69 6 . 41 6 .18 5 .98 5 .80 5 .63 5 .47 5 .32 5 .19 Bentley Systems, Inc . 5/28/2008 Type .... Pond Routed HYG (tot al out) Page 6 .56 Name .... POND lB OUT Tag: 100 Event: 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 21.1000 I 5 .16 5.13 21.3500 I 5.03 5 .01 21.6000 I 4 .92 4 .89 21.8500 I 4 .80 4 .78 22 .1000 I 4 .69 4 .67 22 .3500 I 4 .58 4 .56 22 .6000 I 4 .47 4 .45 22 .8500 I 4 .36 4 .33 23 .1000 I 4 .25 4 .22 23 .3500 I 4 .14 4 .12 23 .6000 I 4 .03 4 .01 23 .8500 I 3 .92 3 .90 24 .1000 I 3 .81 3 .79 24 .3500 I 3 .61 3 .53 24.6000 I 3 .13 3 .00 24 .8500 I 2 .50 2 .38 25 .1000 I 1. 92 1. 82 25 .3500 I 1. 46 1. 38 25 .6000 I 1.13 1. 07 25 .8500 I .87 .83 26 .1000 I .69 .66 26 .3500 I .56 .53 26 .6000 I .45 .43 26 .8500 I .36 .35 27 .1000 I .29 .28 27 .3500 I .25 .25 27.6000 .22 .22 27 .8500 .20 .19 28.1000 .18 .17 28 .3500 .16 .15 28 .6000 .14 .14 28 .8500 .12 .12 29.1000 .11 .11 29 .3500 .10 .10 29 .6000 .09 .08 29 .8500 .08 .08 30 .1000 .07 .07 30.3500 .06 .06 30.6000 .05 .05 30 .8500 .05 .05 31 .1000 .04 .04 31 .3500 .04 .04 31. 6000 .03 .03 31. 8500 .03 .03 32 .1000 .03 .03 S/N: Bentley PondPack (10 .00 .027 .00) 5 .11 4 .98 4 .87 4 .76 4 .64 4 .53 4 .42 4 .31 4 .20 4 .09 3 .98 3 .88 3 .75 3 . 45 2 .88 2 .25 1. 73 1. 32 1. 02 .78 . 63 .51 .41 .33 .27 .24 .21 .19 .17 .15 .13 .12 .10 .09 .08 .07 .07 .06 .05 .05 .04 .04 .03 .03 .03 4 :59 PM 5 .08 4 . 96 4 .85 4 .73 4 . 62 4 .51 4 .40 4.29 4.18 4 .07 3 . 96 3 .86 3 .71 3 .35 2 .76 2 .13 1. 64 1. 25 . 97 .75 . 61 . 4 9 . 40 .32 .26 .23 .21 .18 .16 .1 5 .13 .11 .10 .09 .08 .07 .06 .06 .05 .04 .04 .04 .03 .03 .02 5 .06 4.94 4 .82 4 . 71 4 .60 4 .49 4 .38 4 .27 4 .16 4 .05 3 .94 3 .84 3 .67 3 .24 2 .63 2 .03 1. 55 1.19 . 92 . 72 .58 . .4 7 .38 .31 . 26 .23 .20 .18 .1 6 .14 .13 .11 .10 .09 .08 .07 .06 .06 .05 .04 .04 .03 .03 .03 .02 Bentley Systems, Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Page 6.56 Name .... POND lB OUT Tag: 100 Event: 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 100 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------!--------------------------------------------------------------21.1000 I 5.16 5.13 21.3500 I 5.03 5.01 21.6000 I 4. 92 4.89 21.8500 I 4.80 4.78 22.1000 I 4.69 4. 67 22.3500 I 4.58 4.56 22.6000 I 4.47 4.45 22.8500 I 4.36 4.33 23.1000 I 4.25 4.22 23.3500 I 4.14 4.12 23.6000 I 4.03 4.01 23.8500 I 3.92 3.90 24.1000 I 3.81 3.79 24.3500 I 3.61 3.53 24.6000 3 .13 3.00 24.8500 2.50 2.38 25.1000 1. 92 1. 82 25.3500 1. 46 1. 38 25.6000 1.13 1. 07 25.8500 .87 .83 26.1000 .69 . 66 26.3500 .56 .53 26.6000 .45 .43 26.8500 .36 .35 27.1000 .29 .28 27.3500 .25 .25 27.6000 .22 .22 27.8500 .20 .19 28.1000 .18 .17 28.3500 I .16 .15 28.6000 I .14 .14 28.8500 I .12 .12 29.1000 I .11 .11 29.3500 I .10 .10 29.6000 I .09 .08 29.8500 I .08 .08 30.1000 I .07 .07 30.3500 I .06 .06 30.6000 I .05 .05 30.8500 I .05 .05 31.1000 I .04 .04 31.3500 I .04 .04 31.6000 I .03 .03 31.8500 I .03 .03 32.1000 I .03 .03 S/N: Bentley PondPack (10.00.027.00) 5.11 4.98 4.87 4.76 4.64 4.53 4.42 4.31 4.20 4.09 3.98 3.88 3. 75 3.45 2.88 2.25 1. 73 1. 32 1. 02 .78 .63 .51 .41 .33 .27 .24 .21 .19 .17 .15 .13 .12 .10 .09 .08 .07 .07 .06 .05 .05 .04 .04 .03 .03 .03 4:59 PM 5.08 4.96 4.85 4.73 4.62 4.51 4.40 4.29 4.18 4.07 3.96 3.86 3. 71 3.35 2.76 2.13 1. 64 1. 25 . 97 .75 . 61 . 4 9 .40 .32 .26 .23 .21 .18 .16 .15 .13 .11 .10 . 09 .08 .07 .06 .06 .05 .04 .04 .04 .03 .03 .02 5.06 4. 94 4.82 4. 71 4.60 4.49 4.38 4.27 4.16 4.05 3.94 3.84 3. 67 3.24 2.63 2.03 1. 55 1.19 . 92 .72 .58 .47 .38 .31 .26 .23 .20 .18 .16 .14 .13 .11 .10 .09 .08 .07 .06 .06 .05 .04 .04 .03 .03 .03 .02 Bentley Systems, Inc. 5/28/2008 ( ( Type .... Pond Routed HYG (total out) Page 6 .57 Name .... POND lB OUT Tag : 100 Event: 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ----------------------------------------------------------------------- 32 .3500 .02 .02 32 .6000 .02 .02 32 .8500 .02 .02 33 .1000 .02 .02 33.3500 .01 .01 33.6000 .01 .01 33.8500 .01 .01 34 .1000 .01 .01 34 .3500 .01 . 01 34 .6000 .01 .01 34 .8500 .01 . 01 35 .1000 .01 .01 35 .3500 .01 .01 35 .6000 .01 .00 35 .8500 .00 .00 36 .1000 .00 .00 36 .3500 .00 .00 36 .6000 .00 .00 S/N : Bentley PondPack (10 .00 .027 .00) .02 .02 .02 .02 .02 .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 . 01 .01 . 01 .01 . 01 .01 . 01 .01 . 01 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 :59 PM .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .00 .00 .00 .00 Bentley Systems, Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6 .58 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage \prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000 \7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting ws Elev St arting Volume Starting Outflow Starting Infiltr. NONE STORED -POND POST IN 2 NONE STORED -POND POST POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cf s cf s OUT 2 Starting Total Qout= .00 cfs Time Increment .0500 hrs Elevation Outflow Storage Area Infilt. ft cf s ac-ft acres cf s Q Total 2S/t + 0 cf s cfs ------------------------------------------------------------------------------ 330 .00 .00 .000 .0000 330 .05 .00 .000 .0006 330 .10 .04 .000 .0022 330 .15 .04 .000 .0048 330 .20 .14 .001 .0084 330 .25 .20 .001 . 0130 330 .30 .30 .002 .0185 330 .35 .35 .003 .0250 330 .40 .45 .004 .0325 330 .45 .57 .006 .0409 330 .50 . 62 .009 .0504 330 .55 . 71 . 011 .0608 330 .60 .80 .015 . 0722 330 .65 .88 .019 .0846 330 .70 . 97 .023 .0980 330.75 1. 06 .028 .1123 330.80 1.15 .034 .1276 330 .85 1.10 .041 .1439 330 .90 1. 29 .049 .161 2 330 .95 1. 36 .057 .1795 S/N: Bent ley PondPack (10 .00 .027 .00) .00 .00 .00 .00 .00 .04 .00 .04 .00 .14 .00 .20 .00 .30 .00 .35 .00 . 45 .00 .57 .00 . 62 .00 .71 .00 .80 .00 .88 .00 . 97 .00 1. 06 .00 1.15 .00 1.10 .00 1. 29 .00 1. 36 4 :59 PM .00 .01 .08 .16 .42 .74 1. 21 1. 79 2.59 3 .59 4. 7 4 6 .17 7 .87 9 .85 12.14 14.78 17.76 21. 01 24 .88 29 .08 Bentley Systems , Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6.58 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\ Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITI ONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED -POND POST IN 2 NONE STORED -POND POST POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cfs cfs OUT 2 Starting Total Qout= .00 cfs Time Increment .0500 hrs Elevation Outflow Storage Area Infilt. ft cf s ac-ft acres cfs Q Total 2S/t + 0 cf s cf s ------------------------------------------------------------------------------ 330 .00 .00 .000 330.05 .00 .000 330.10 .04 .000 330 .15 .04 .000 330.20 .14 .001 330 .25 . 20 .001 330.30 .30 .002 330.35 .35 .003 330.40 . 45 .004 330 .45 .57 .006 330.50 . 62 .009 330.55 .71 .Oll 330.60 .80 .015 330.65 .88 .019 330 .70 .97 . 023 330 .75 1. 06 .028 330 .80 1.15 .034 330.85 1.10 . 041 330 .90 1. 29 .049 330.95 1. 36 .057 S/N: Bentley PondPack (10.00.027.00) .0000 .00 .0006 .00 .0022 .00 .0048 .00 .0084 .00 . 0130 .00 .0185 .00 .0250 .00 .0325 .00 .0409 .00 .0504 .00 .0608 .00 . 0722 .00 .0846 .00 .0980 .00 . ll23 .00 .1276 .00 .1439 .00 .1612 .00 .1795 .00 4: 59 PM .00 .00 .04 .04 .14 .20 .30 .35 . 45 . 57 . 62 . 71 .80 .88 . 97 1. 06 1.15 1.10 1. 29 1. 36 .00 .01 .08 .16 .42 .74 1. 21 1. 79 2 .59 3.59 4.74 6.17 7.87 9 .85 12.14 14.78 17.76 21 .01 24 .88 29 .08 Bentley Systems, Inc . 5 /28 /2008 ( Type .... Pond E-V-Q Table Page 6 .59 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting ws Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED POND POST IN 2 NONE STORED -POND POST POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cfs cf s OUT 2 Starting Total Qout= .00 cf s Time Increment .0500 hrs Elevation Outflow Storage Area Infilt . ft cf s ac-ft acres cfs Q Total 2S/t + 0 cfs cfs ------------------------------------------------------------------------------ 331.00 1. 44 .067 .1987 331.05 1. 36 .077 .2216 331.10 1. 36 .089 .2457 331.15 1. 47 .102 .2710 331. 20 1. 47 .116 .2977 331.25 1. 57 .132 .3255 331 .30 1. 57 .149 .3546 331 .35 1. 65 .1 67 .3850 331. 40 1. 76 .187 .4166 331. 45 1. 88 .209 . 4 4 94 331. 50 2 .01 .232 .4835 331. 55 1. 88 .257 .5188 331 .60 1. 91 .284 .5554 331 .65 1. 94 .313 .5932 331. 70 1. 98 .343 .6323 331 .75 2 .01 .376 . 6726 331 .80 2 .03 . 411 .7141 331 .85 2 .05 .447 .7570 331 .90 2.08 .486 .8010 331. 95 2 .12 .527 .8463 S/N : Bentley PondPack (10 .00 .027 .00) .00 1. 44 .00 1. 36 .00 1. 36 .00 1. 47 .00 1. 47 .00 1. 57 .00 1. 57 .00 1. 65 .00 1. 76 .00 1. 88 .00 2 .01 .00 1. 88 .00 1. 91 .00 1. 94 .00 1. 98 .00 2 .01 .00 2 .03 .00 2 .05 .00 2 .08 .00 2 .12 4 : 59 PM 33 . 72 38 . 72 44 .38 50 .74 57 .62 65 .25 73 .48 82 .51 92 .31 102 .91 114 .32 126.32 139.35 153 .27 168 .14 183 .95 200 .74 218 .58 237 .45 257 . 42 Bentley Systems, Inc. 5/28/2008 Type .... Pond E-V-Q Table Page 6 .60 Name .... POND POST File .... Z :\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z :\7000\7066 -Kyle View (Aspen Heights) Subdivisi on\ENG\Drainage\ Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr . NONE STORED -POND POST IN 2 NONE STORED -POND POST POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cf s cf s OUT 2 Starting Total Qout= .00 cf s Time Elevation ft Increment Outflow cf s .0500 Storage ac-ft hrs Ar ea acres Infilt . cf s Q Total cfs 2S/t + 0 cf s ------------------------------------------------------------------------------ 332 .00 2 .14 .571 332 .05 2 .29 .616 332 .10 2.31 .661 332 .15 2 .35 .706 332 .20 2 .39 .751 332 .25 2 .42 .796 332 .30 2 .45 .842 332 .35 2 .48 .888 332 .40 2 .52 .934 332 .45 2 .54 .980 332 .50 2 .58 1. 026 332 .55 2 .61 1. 072 332 .60 2 .63 1.119 332 .65 2 .67 1.166 332 .70 2 .69 1. 213 332 .75 2 .73 1 .260 332 .80 2 . 76 1. 307 332 .85 2 .79 1. 355 332 .90 2 .81 1. 402 332 .95 2 .84 1. 450 S/N: Bentley PondPack (10 .00 .027 .00) .8929 .00 . 8962 .00 .8996 .00 .9031 .00 .9065 .00 .9099 .00 .9133 .00 .9167 .00 . 9202 .00 .9236 .00 .9271 .00 .9305 .00 .9340 .00 .9374 .00 .9409 .00 .9444 .00 .9479 .00 .9514 .00 .9549 .00 .9584 .00 4 :59 PM 2 .14 2 .29 2 .31 2 .35 2 .39 2 .42 2 .45 2 .48 2 .52 2 .54 2 .58 2 .61 2.63 2 . 67 2 .69 2 .73 2 .76 2 .79 2 .81 2 .84 278 .48 300 .28 322 .04 343 .88 365 .82 387 .82 409 .91 432 .09 454 .35 476 .69 499 .11 521 .62 544 .20 566 .88 589 .64 612 .48 635 .41 658 .43 681.51 704 .70 Bentley Syst ems, Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6 .60 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Dr ainage\ Inflow HYG file NONE STORED -POND POST IN 2 Outflow HYG file NONE STORED -POND POS T Pond Node Pond Volume Pond Outlet Data Data Data POND POST POND POST OUT No Infiltration INITIAL CONDI TIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. Starting Total Qout= Time Increment Elevation ft Outflow cf s 330 .00 .000 .00 .00 .00 .0500 St orage ac-ft ft ac-ft cf s cfs cf s hrs Ar ea acres OUT 2 Infilt . cf s Q Total cfs 2S/t + 0 cfs ------------------------------------------------------------------------------ 332 .00 2.14 .571 332.05 2.29 .616 332 .10 2 .31 .661 332.15 2 .35 .706 332.20 2.39 .751 332.25 2.42 .796 332.30 2. 45 .842 332.35 2 .48 .888 332.40 2 .52 .934 332.45 2 .54 .980 332.50 2.58 1 .026 332.55 2 .61 1. 072 332.60 2.63 1 .119 332 .65 2.67 1.166 332 .70 2 .69 1. 21 3 332 .75 2.73 1. 260 332.80 2.76 1. 307 332 .85 2 .79 1. 355 332 .90 2.81 1. 402 332.95 2.84 1.450 S/N: Bentley PondPack (10.00.027.00) .8929 .00 .8962 .00 .8996 .00 .9031 .00 .9065 .00 .9099 .00 .9133 .00 . 9167 .00 .9202 .00 .9236 .00 . 9271 .00 .9305 .00 .9340 .00 .9374 .00 .9409 .00 .9444 .00 .9479 .00 .9514 .00 .9549 .00 .9584 .00 4:59 PM 2 .14 2 .29 2 .31 2.35 2 .39 2 .42 2.45 2.48 2 .52 2 .54 2 .58 2.61 2.63 2 .67 2 .69 2 .73 2.76 2.79 2.81 2.84 278 .48 300 .28 322 .04 343 .88 365 .82 387 .82 409 .91 432 .09 454 .35 476.69 499 .11 521. 62 544.20 566.88 589.64 612 .48 635 .41 658 .43 681 .51 704 .70 Bentley Systems, Inc . 5/28 /2008 ( ( Type .... Pond E-V-Q Table Page 6 .61 Name .... POND POST File .... Z :\7000\70 66 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7 066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Sta-rting Outflow Starting Infiltr. NONE STORED -POND POST IN 2 NONE STORED -POND POST POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cfs cfs OUT 2 Starting Total Qout= .00 cfs Time Increment .0500 hrs Elevation Outflow Storage Area Infilt. ft cf s ac-ft acres cf s Q Total 2S/t + 0 cf s cfs ------------------------------------------------------------------------------ 333 .00 2 .86 1 .498 333 .05 2.89 1. 546 333 .10 2. 92 1. 595 333 .15 2 .95 1 .643 333 .20 2 .98 1 .692 333 .25 3 .01 1 .741 333 .30 3 .03 1. 790 333 .35 3 .06 1. 839 333 .40 3 .09 1. 888 333 .45 3 .12 1 .938 333 .50 3 .14 1. 988 333 .55 3 .16 2 .038 333 .60 3 .19 2 .088 333 .65 3 .22 2 .138 333 .70 3 .24 2 .189 333 .75 3 .27 2 .239 333 .80 3 .29 2 .290 333 .85 3 .31 2 .341 333 .90 3 .34 2 .392 333 .95 3 .37 2 .444 S/N : Bentley PondPack (10 .00 .027 .00) . 9619 .00 .9654 .00 .9689 .00 . 9724 .00 .9760 .00 .9795 .00 .9830 .00 .9866 .00 .9901 .00 .9937 .00 . 9972 .00 1 .0008 .00 1 .0044 .00 1 .0080 .00 1 .0116 .00 1 .0151 .00 1 .0187 .00 1.0224 .00 1 .0260 .00 1. 0296 .00 4 :59 PM 2.86 2.89 2 .92 2 .95 2 .98 3 .01 3 .03 3.06 3 .09 3 .12 3 .14 3 .16 3 .19 3 .22 3 .24 3 .27 3 .29 3 .31 3 .34 3 .37 727 .95 751.29 774 .74 798 .25 821. 86 845 .54 869 .31 893 .18 917 .12 941.16 965 . 26 989 .46 1013 .76 1038 .13 1062 .59 1087 .14 1111 . 77 1136. 50 1161.30 1186 . 21 Bentley Systems, Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6 .62 Name .... POND POST File .... Z:\7000 \70 66 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000 \7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\ Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Star t i ng Outflow Starting Infiltr. NONE STORED -POND POST IN 2 NONE STORED -POND POST OUT 2 POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cf s cf s Starting Total Qout= .00 cfs Time Increment .0500 hrs Elevation Outflow Storage Are a Infilt . ft cf s ac-ft acres cf s Q Total 2S/t + 0 cf s cfs ------------------------------------------------------------------------------ 334 .00 3 .38 2 .495 334 .05 3 .41 2 .547 334 .10 3 .43 2 .599 334 .15 3 .46 2 .651 334 .20 3 .48 2 .704 334 .25 3 .50 2 .756 334 .30 3 .53 2 .809 334 .35 3 .55 2 .862 334 .40 3 .57 2 .915 334 .45 3 .59 2 . 968 334 .50 3 .61 3 .021 334 .55 3 .68 3 .075 334 .60 3 .78 3 .129 334 .65 3 .90 3 .182 334 .70 4 .05 3 .237 33.4 . 75 4 .20 3 .291 334 .80 4.36 3 .345 334 .85 4 .55 3 .400 334 .90 4 .75 3 . 455 334 .95 4 .95 3 .510 S/N: Bentley PondPack (10 .00 .027 .00) 1 .0332 .00 1.0368 .00 1.0405 .00 1. 0441 .00 1.0477 .00 1. 0514 .00 1 .0550 .00 1 .0587 .00 1. 0624 .00 1. 0660 .00 1.0697 .00 1 .0734 .00 1. 0771 .00 1 .0808 .00 1. 0845 .00 1 .0882 .00 1. 091 9 .00 1. 0956 .00 1. 0994 .00 1 .1 031 .00 4 :59 PM 3 .38 3 .41 3 .43 3 . 46 3 .48 3 .50 3 .53 3 .55 3 .57 3 .59 3 .61 3 .68 3 .78 3 .90 4 .05 4 .20 4 .36 4 .55 4 .75 4 .95 1211.18 1236 .25 1261. 42 1286 .66 1 312 .01 1337 . 42 1362 .93 1388 .54 1414 .21 1440 .00 1465 .85 14 91. 85 1517 .98 1544 .21 1570 .56 1597 .00 1623 .53 1650 .19 1676 .95 1703 .81 Ben t l ey Systems , Inc. 5/28/2008 Type .... Pond E-V-Q Table Page 6.62 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivisi on\ENG\Drainage\ Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting I nfil tr. NONE STORED -POND POST IN 2 NONE STORED -POND POST POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cf s cfs OUT 2 Starting Total Qout= .00 cfs Time Increment .0500 hrs Elevation Outflow St orage Area Infilt. ft cfs ac-ft acres cfs Q Total 2S/t + 0 cf s cf s ------------------------------------------------------------------------------ 334.00 3 .38 2. 4 95 334 .05 3.41 2.547 334 .10 3 .43 2 .599 334 .15 3. 4 6 2 .651 334.20 3.48 2.704 334 .25 3 .50 2 .756 334 .30 3.53 2 .809 334.35 3 .55 2.862 334 .40 3.57 2 .915 334.45 3.59 2 .968 334.50 3.61 3 .021 334 .55 3.68 3.075 334.60 3 .78 3.129 334.65 3.90 3 .182 334.70 4 .05 3 .237 33.4 . 7 5 4.20 3 .291 334.80 4.36 3 .345 334.85 4 .55 3 . 400 334.90 4.75 3.455 334 .95 4 .95 3 .510 S/N: Bentley PondPack (10 .00 .027 .00) 1.0332 .00 1.0368 .00 1. 0405 .00 1. 0441 .00 1.0477 .00 1.0514 .00 1 .0550 .00 1.0587 .00 1. 0624 .00 1.0660 .00 1.0697 .00 1. 0734 .00 1. 0771 .00 1 .0808 .00 1.0845 .00 1. 0882 .po 1. 0919 .00 1.0956 .00 1. 0994 .00 1.1031 .00 4: 59 PM 3 .38 3.41 3 . 43 3.46 3 .48 3.50 3.53 3 .55 3 .57 3 .59 3.61 3.68 3 .78 3 .90 4.05 4.20 4 .36 4 .55 4.75 4.95 1211 .18 1236.25 1261. 42 1286 .66 1 312 .01 1337. 42 1362 .93 1 388 .54 1414 . 21 1440 .00 1465 .85 1491.85 1517 .98 1544.21 1570.56 1597 .00 1623.53 1650.19 1676.95 1703.81 Bentley Systems, Inc. 5/28/2008 ( Type .... Pond E-V-Q Tabl e Page 6 .63 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\preli m_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drai nage\ Inf low HYG file Out flow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration I NITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting I nfiltr . NONE STORED POND POST IN 2 NONE STORED -POND POST OUT 2 POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cfs cf s Starting Tot al Qout= .00 cf s Time Increment .0500 hrs Elevation Out flow Stor age Area I nfilt . ft cfs a c-ft acres cf s Q Total 2S/t + 0 cfs cfs ------------------------------------------------------------------------------ 335 .00 5 .17 3 .565 335 .05 5 .39 3 .621 335 .10 5 .63 3 . 676 335 .15 5 .87 3 .732 335 .20 6.11 3 .788 335 .25 6.37 3 .844 335 .30 6.64 3 .901 335 .35 6.92 3 .957 335 .40 7 .21 4 .014 335 .45 7 .49 4 . 071 335 .50 7 .80 4 .128 335 .55 8 .10 4 .185 335 .60 8.42 4 .243 335 .65 8 .74 4 .301 335 .70 9 .06 4 .359 335 .75 9.39 4 .417 335 .80 9 .40 4 .475 335 .85 9 .76 4 .533 335 .90 10 .12 4 .592 335 .95 10.47 4 .651 S/N: Bentley PondPack (10 .00 .027 .00) 1 .1068 .00 1 .1106 .00 1.1143 .00 1 .1181 .00 1.1218 .00 1.1256 .00 1 .1294 .00 1 .1 331 .00 1.1369 .00 1.1407 .00 1 .1445 .00 1 .1483 .00 1 .1521 .00 1 .1559 .00 1.1598 .00 1.1636 .00 1 .1674 .00 1. 1 713 .00 1 .1751 .00 1.1790 .00 4 :59 PM 5 .17 5 .39 5 .63 5 .87 6 .11 6 .37 6 .64 6 .92 7 .21 7 .49 7 .80 8 .10 8 .42 8 .74 9 .06 9 .39 9 .40 9 . 7 6 10 .12 1 0 .47 1730 .76 1757 .81 1784 .97 1812 .22 1839 .58 1867 .03 1 894 .57 1 922 .24 1949 .99 1977 .84 2005 .79 2 033 .83 2061 .99 2090 .23 2118 . 59 2147 .02 2175 .23 2203 .90 2232 .64 2261.49 Bentley Systems , Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6.64 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000 \7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltrati on INITIAL CONDITIONS Starting ws Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED -POND POST IN 2 NONE STORED -POND POST OUT 2 POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cfs cfs Starting Total Qout= .00 cf s Time Increment .0500 hrs Elevation Outflow Storage Area Infilt. f t cf s ac-ft acres cf s Q Total 2S/t + 0 cfs cfs ------------------------------------------------------------------------------ 336.00 10.84 4 . 710 336.05 11. 22 4 .769 336.10 11. 60 4 .829 336.15 11 . 99 4 .888 336.20 12 .38 4 .948 336.25 12 .78 5 .008 336.30 13 .18 5 .068 336.35 13 .59 5 .129 336.40 15.22 5 .189 336.45 15.29 5 .250 336.50 15.36 5 . 311 336.55 15 .43 5 . 372 336.60 15 .50 5 .434 336.65 15 .57 5.495 336.70 15 .64 5 .557 336.75 15 . 71 5 .619 336.80 15 .78 5 .681 336.85 16 .80 5 .743 336.90 16 .80 5 .806 336.95 16 .80 5 .869 S/N: Bentley PondPack (10 .00 .027 .00) 1.1828 .00 1.1867 .00 1.1905 .00 1. 194 4 .00 1.1983 .00 1. 2021 .00 1. 2060 .00 1. 2099 .00 1. 2138 .00 1.2177 .00 1. 2216 .00 1.2255 .00 1.2295 .00 1.2334 .00 1. 2373 .00 1. 2413 .00 1. 2452 .00 1.2492 .00 1. 2531 .00 1 . 2571 .00 4 :59 PM 10 .84 11. 22 11. 60 11. 99 12 .38 12 .78 13 .18 13 .59 15 .22 15 .29 15 .36 15 . 43 15.50 15 .57 15 .64 15 .71 15 .78 16 .80 16 .80 16 .80 2290 .43 2319 .47 2348 .62 2377 .86 2407 .22 2436 .65 24 66 .19 2495 .84 2526.79 2556 .29 2585 .87 2615 .55 2645 .33 2675 .19 2705 .17 2735 .23 2765 .37 2796. 59 2826.86 2857 .24 Be ntley Systems, Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6.64 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\ I nflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltrat ion INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED -POND POST IN 2 NONE STORED -POND POST POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cfs cf s OUT 2 Star ting Total Qout= .00 cf s Time Increment .0500 hrs Elevation Outflow Storage Area Infilt. ft cf s ac-ft acres cfs Q Total 2S/t + 0 cfs cf s ------------------------------------------------------------------------------ 336 .00 10.84 4. 710 336 .05 11. 22 4.769 336 .10 11 . 60 4 .829 336.15 11. 99 4.888 336.20 12 .38 4.948 336.25 12 .78 5 .008 336.30 13.18 5 .068 336.35 13.59 5.129 336.40 15.22 5.189 336.45 15 .29 5.250 336.50 15.36 5.311 336.55 15. 43 5. 372 336.60 15 .50 5.434 336 .65 15.57 5 .495 336 .70 15 .64 5 .557 336.75 15.71 5.619 336 .80 15 .78 5.681 336.85 16.80 5.743 336.90 16.80 5.806 336.95 16.80 5.869 S/N : Bentley PondPack (10 .00.027.00) 1.1828 .00 1.1867 .00 1.1905 .00 1.1944 .00 1.1983 .00 1. 2021 .00 1. 2060 .00 1. 2099 .00 1.2138 .00 1.2177 .00 1. 2216 .00 1.2255 .00 1.2295 .00 1. 2334 .00 1. 2373 .00 1.2413 .00 1. 2452 .00 1.2492 .00 1.2531 .00 1. 2571 .00 4:59 PM 10 .84 11 . 22 11. 60 11. 99 12.38 12.78 13.18 13 .59 15.22 15.29 15.36 15.43 15 .50 15.57 15.64 15. 71 15.78 1 6 .80 16.80 16 .80 2290.43 2319.47 2348.62 2377 .86 2407.22 2436 .65 2466.19 2495.84 2526 . 79 2556.29 2585.87 2615 .55 2645.33 2675 .19 2705 .17 2735 .23 2765.37 2796 .59 2826 .86 2857.24 Bentley Systems, Inc. 5/28/2008 Type .... Pond E-V-Q Table Page 6 .65 Name .... POND POST File .... Z :\7000 \7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED -POND POST IN 2 NONE STORED -POND POST OUT 2 POND POST POND POST OUT 330.00 .000 .00 .00 ft ac-ft cfs cfs Starting Total Qout= .00 cfs Time Increment .0500 hrs Elevation Outflow Storage Area Infilt. ft cfs ac-ft acres cfs Q Total 2S/t + 0 cfs cf s ------------------------------------------------------------------------------ 337 .00 16 .80 5 .932 l. 2611 337 .05 16 .80 5 .995 1 .2650 337 .10 16 .80 6 .058 1.2690 337 .15 17 .66 6 .122 1.2730 337 .20 17 .66 6 .185 l. 2770 337 .25 17 .66 6 .249 1 .2810 337 .30 17 .66 6 .314 1 .2850 337 .35 17 .66 6 .378 l. 2890 337 .40 17 .66 6 .442 l. 2930 337 .45 17 .66 6 .507 l. 2970 337 .50 18 .62 6 . 572 l. 3010 337 .55 18 .62 6 .637 1 .3051 337 .60 18.62 6 .703 l. 3091 337 .65 18 .62 6 . 768 l. 3131 337 .70 18 .62 6 .834 l. 31 72 337 .75 18 .62 6 .900 1.3212 337 .80 18 .62 6 .966 1 .3253 337 .85 18 .62 7 .032 1.3294 337 .90 19 .65 7 .099 l. 3335 337 .95 19 .65 7 .166 1.3375 S/N : Bentley PondPack (10 .00 .027 .00) .00 16.80 .00 16.80 .00 16.80 .00 17 .66 .00 17 .66 .00 17 .66 .00 17 .66 .00 17 .66 .00 17 .66 .00 17 .66 .00 18 .62 .00 18 .62 .00 18 .62 .00 18 .62 .00 18 .62 .00 18 .62 .00 18 .62 .00 18 .62 .00 19 .65 .00 19 .65 4 :59 PM 2887 .70 2918 .26 2948 .94 2980 .55 3011 .41 3042 .36 3073 .40 3104 .55 3135 .79 3167 .14 3199 .53 3231. 05 3262 .70 3294 .42 3326 .26 3358 .17 3390 .19 3422 .32 3455.56 3487 .89 Bentley Systems , Inc. 5/28/2008 Type .... Pond E-V-Q Table Page 6 .66 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED -POND POST IN 2 NONE STORED -POND POST OUT 2 POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cfs cfs Starting Total Qout= .00 cfs Time Increment .0500 hrs Elevation Outflow Storage Area Infilt . ft cf s ac-ft acres cf s Q Total 2S/t + 0 cf s cf s ------------------------------------------------------------------------------ 338 .00 19.65 7 .233 338 .05 19.65 7 .300 338 .10 19.65 7 .367 338 .15 19.65 7 .435 338 .20 19.65 7.503 338 .25 19.65 7 . 571 338.30 19.65 7 .639 338 .35 20 .74 7 .707 338 .40 20 .74 7 .776 338.45 20.74 7 .845 338.50 20 .74 7 .914 338.55 20.74 7 .983 338 .60 20 .74 8 .053 338 .65 20 .74 8 .122 338 .70 20 .74 8 .192 338 .75 20 .74 8 . 262 338 .80 20 .74 8 .332 338 .85 20 .74 8 .403 338.90 24 .33 8 .474 338 .95 24 .38 8.545 S/N : Bentley PondPack (10 .00.027 .00) 1 .3416 .00 1 .3457 .00 1.3498 .00 1. 3539 .00 1 .3580 .00 1. 3621 .00 1.3662 .00 1. 3703 .00 1 .3745 .00 1. 3786 .00 1. 3827 .00 1. 3869 .00 1. 3910 .00 1.3952 .00 1. 3994 .00 1 .4035 .00 1. 4077 .00 1 .4119 .00 1. 4161 .00 1. 4203 .00 4 :59 PM 19 .65 19 .65 19 .65 19 .65 19 .65 19 .65 19 .65 20 .74 20 .74 20 .74 20 .74 20 .74 20.74 20.74 20 .74 20 .74 20 .74 20 . 74 24 .33 24 .38 3520 .30 3552 .81 3585.44 3618 .15 3650 .97 3683 .88 3716 .88 3751 .09 3784 .30 3817 .62 3851. 03 3884 .53 3918 .16 3951. 86 3985 .69 4019.59 4053.60 4087 .73 4125.54 4159 .92 Bentley Systems, Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6.66 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\ Inf low HYG file NONE STORED -POND POST IN 2 Outflow HYG file NONE STORED -POND POST Pond Node Pond Volume Pond Outlet Data Data Data POND POST POND POST OUT No Infiltration INITIAL CONDITIONS Starting WS ~lev Starting Volume Starting Outflow Starting Infiltr. Starting Total Qout= Time Increment Elevation ft Outflow cf s 330 .00 .000 .00 .00 .00 .0500 Storage ac-ft ft ac-ft cfs cfs cf s hrs Ar ea acres OUT 2 Infilt. cf s Q Total cfs 2S/t + 0 cfs ------------------------------------------------------------------------------ 338.00 19 .65 7.233 338 .05 19.65 7.300 338 .10 19 .65 7.367 338.15 19.65 7 . 435 338.20 19.65 7.503 338 .25 19.65 7. 571 338.30 19.65 7 .639 338.35 20.74 7 .707 338.40 20.74 7.776 338.45 20.74 7 .845 338 .50 20 .74 7.914 338 .55 20.74 7.983 338.60 20.74 8.053 338 .65 20.74 8 .122 338 .70 20.74 8.192 338.75 20.74 8 .262 338.80 20 .74 8 .332 338.85 20.74 8.403 338 .90 24.33 8 .474 338.95 24 .38 8.545 S/N: Bentley PondPack (10 .00 .027.00) 1. 3416 .00 1. 3457 .00 1. 34 98 .00 1. 3539 .00 1 .3580 .00 1. 3621 .00 1. 3662 .00 1. 3703 .00 1. 3745 .00 1 .3786 .00 1.3827 .00 1. 3869 .00 1. 3910 .00 1 .3952 .00 1. 3994 .00 1.4035 .00 1. 4077 .00 1 . 4119 .00 1. 4161 .00 1. 4203 .00 4 :59 PM 19 .65 19.65 19.65 19.65 19.65 19.65 19.65 20.74 20.74 20 .74 20.74 20.74 20 .74 20. 74 20.74 20.74 20.74 20.74 24.33 24.38 3520 .30 3552.81 3585.44 3618 .15 3650.97 3683.88 3716. 88 3751.09 3784 .30 3817 .62 3851.03 3884.53 3918.16 3951. 86 3985.69 4019.59 4053 .60 4087.73 4125.54 4159.92 Bentley Systems, Inc . 5/28/2008 ( Type .... Pond E-V-Q Table Page 6.67 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED -POND POST IN 2 NONE STORED -POND POST OUT 2 POND POST POND POST OUT = 330.00 ft = .000 ac-ft = .00 cfs = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. ft cfs ac-ft acres cf s Q Total 2S/t + 0 cf s cf s ------------------------------------------------------------------------------339.00 24.43 8.616 339.05 24.48 8.687 339.10 24.53 8.758 339.15 24.57 8.830 339.20 24.62 8.902 339.25 24.67 8.974 339.30 24. 72 9.047 339.35 24.77 9.119 339.40 24.81 9.192 339.45 24.86 9.265 339.50 24.91 9.338 339.55 24.95 9.412 339.60 25.00 9.486 339.65 25.05 9.559 339.70 25.10 9.633 339.75 25.14 9.708 339.80 25.19 9.782 339.85 25.24 9.857 339.90 25.28 9.932 339.95 25.33 10.007 S/N: Bentley PondPack (10.00.027.00) 1.4245 .00 1.4287 .00 1. 4329 .00 1.4371 .00 1.4413 .00 1. 4456 .00 1.4498 .00 1. 4540 .00 1. 4583 .00 1. 4 625 .00 1. 4 668 .00 1.4710 .00 1. 4 7 53 .00 1. 4796 .00 1. 4839 .00 1.4882 .00 1.4925 .00 1.4968 .00 1. 5011 .00 1.5054 .00 4:59 PM 24.43 24.48 24.53 24.57 24.62 24.67 24. 72 24.77 24.81 24.86 24.91 24.95 25.00 25.05 25.10 25.14 25.19 25.24 25.28 25.33 4194.38 4228.94 4263.63 4298.40 4333.29 4368.26 4403.33 4438.53 4473.80 4509.21 4544.69 4580.28 4615.99 4651.78 4687.70 4723.70 4759.80 4796.03 4832.34 4868.78 Bentley Systems, Inc. 5/28/2008 Type .... Pond E-V-Q Table Page 6 .68 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVE L POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL COND ITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED -POND POST IN 2 NONE STORED -POND POST POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cf s cf s OUT 2 Starting Total Qout= .00 cf s Time Elevation ft Increment Outflow cfs .0500 Storage ac-ft hrs Area acres Infilt . cf s Q Total cf s 2S/t + 0 cf s ------------------------------------------------------------------------------ 340.00 25 .38 10.082 340.05 25 .42 10.158 340.10 25 .47 10.233 340.15 25 .52 10.309 340.20 25 .56 10.384 340.25 25 .61 10.460 340 .30 25 .66 10.535 340 .35 25.71 10. 611 340 .40 25 .75 10.686 340 .45 25 .80 10 .762 340 .50 25 .85 10 .837 340 .55 25 .89 10 .913 340 .60 25 .94 10 .988 340 .65 25 .98 11. 064 340 .70 26 .03 11 .139 340 .75 26 .07 11. 215 340 .80 26 .12 11. 290 340 .85 26 .17 11. 366 340 .90 26 .24 11 .441 340 .95 26 .30 11. 51 7 S/N : Bentley PondPack (10 .00 .027 .00) 1.5097 .00 1.5097 .00 1.5097 .00 1.5098 .00 1. 5098 .00 1. 5098 .00 1. 5098 .00 1 .5098 .00 1.5099 .00 1.5099 .00 1.5099 .00 1.5099 .00 1.5099 .00 1. 5100 .00 1.5100 .00 1.5100 .00 1.5100 .00 1 .5101 .00 1. 5101 .00 1 .5101 .00 4 :59 PM 25 .38 25 .42 25 .47 25 .52 25 .56 25 .61 25 .66 25 .71 25 .75 25 .80 25 .85 25 .89 25 .94 25.98 26 .03 26 .07 26 .12 26 .17 26 .24 26 .30 4905 .30 4941.87 4978.47 5015 .04 5051 .64 5088 .21 5124 .79 5161. 39 5197 .97 5234 .57 5271.14 5307 . 72 5344.32 5380 .89 54 17 .49 5454 .08 5490 .65 5527 .26 5563 .86 5600 .49 Bentley Systems , Inc . 5/28/2008 Type .... Pond E-V-Q Table Page 6.68 Name .... POND POST File .... Z:\7000 \7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration I NITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infil tr. NONE STORED -POND POST IN 2 NONE STORED -POND POST OUT 2 POND POST POND POST OUT 330.00 .000 .00 .00 ft ac-ft cf s cfs Starting Total Qout= .00 c f s Time Increment .0500 hrs Elevation Outflow Storage Area Infilt. ft cfs ac-ft acres cf s Q Total 2S/t + 0 cf s c fs ------------------------------------------------------------------------------ 340.00 25 .38 10.082 340.05 25 . 42 10.158 340 .10 25.47 10 .233 340.15 25.52 10.309 340.20 25.56 10.384 340.25 25 .61 10.460 340.30 25 .66 10.535 340.35 25. 71 10. 611 340.40 25.75 10 .686 340.45 25.80 10 . 7 62 340.50 25.85 10.837 340.55 25.89 10. 913 340 .60 25 .94 10.988 340.65 25.98 11. 064 340.70 26.03 11.139 340.75 26 .07 11 . 215 340 .80 26 .12 11. 290 340.85 26 .17 11.366 340.90 26 .24 11.441 340.95 26 .30 11.517 S/N: Bentley PondPack (10.00.027.00) 1.5097 .00 1.5097 .00 1.5097 .00 1 .5098 .00 1 .5098 .00 1.5098 .00 1.5098 .00 1 .5098 .00 1.5099 .00 1. 5099 .00 1.5099 .00 1.5099 .00 1. 5099 .00 1.5100 .00 1.5100 .00 1. 5100 .00 1.5100 .00 1. 5101 .00 1.5101 .00 1.5101 .00 4:59 PM 25 .38 25 .42 25 .47 25 .52 25.56 25.61 25.66 25 .71 25 .75 25.80 25.85 25 .89 25 .94 25.98 26 .03 26 .07 26 .12 26.17 26.24 26.30 4905 .30 4941. 87 4978.47 5015.04 5051.64 5088 .21 5124.79 5161. 39 5197.97 5234.57 5271.14 5307. 72 5344.32 5380.89 541 7 .49 5454.08 5490 .65 5527 .26 5563.86 5600 .49 Bentley Systems, Inc. 5/28/2008 ( Type .... Pond E-V-Q Table Page 6 .69 Name .... POND POST File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage LEVEL POOL ROUTING DATA HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. NONE STORED -POND POST IN 2 NONE STORED -POND POST OUT 2 POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-f t cf s cfs Starting Total Qout= .00 cfs Time Increment .0500 hrs Elevation Outflow Storage Area Infilt . ft cf s ac-ft acres cfs 341. 00 26.37 11 . 592 1 .5101 .00 S/N : Bentley PondPack (10 .00 .027 .00) 4:59 PM Q Total cfs 26 .37 2S/t + 0 cfs 5637 .09 Bentley Systems , Inc . 5/28/2008 Type .... Node : Pond Inflow Summary Name .... POND POST IN Page 6 . 70 Event : 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 2 SUMMARY FOR HYDROGRAPH ADDITION at Node : POND POST IN HYG Directory: Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\ Upstream Link ID Upstream Node ID ADDLINK 120 POST INFLOWS TO: POND POST IN HYG file HYG ID HYG tag POST 2 TOTAL FLOW INTO : POND POST IN HYG file Volume ac-ft 4 .208 ----------------------------------------Volume HYG file HYG ID HYG tag ac-ft POND POST IN 2 4 .208 S/N: Bentley PondPack (10 .00 .027 .00) 4 : 59 PM HYG ID POST Peak Time hrs 12.3000 Peak Time hrs 12 .3000 HYG tag 2 Peak Flow cf s 33 .22 Peak Flow cfs 33 .22 Bentley Systems, Inc . 5/28/2008 Type .... Node: Pond Inflow Swnmary Page 6 .70 Name .... POND POST IN Event: 2 yr File .... Z:\7000 \7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 2 SUMMARY FOR HYDROGRAPH ADDITION at Node : POND POST IN HYG Directory: Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Upstream Link ID Upstream Node ID ADDLINK 120 POST INFLOWS TO : POND POST IN HYG file HYG ID HYG tag POST 2 TOTAL FLOW INTO : POND POST IN HYG file Volume ac-ft 4.208 ----------------------------------------Volume HYG file HYG ID HYG tag ac-ft POND POST IN 2 4 .208 S/N: Bentley PondPack (10.00.027.00) 4 :59 PM HYG ID POST Peak Time hrs 12 .3000 Peak Time hrs 12 .3000 HYG tag 2 Peak Flow cf s 33 .22 Peak Flow cf s 33 .22 Bentley Systems, Inc. 5/28/2008 Type .... Node : Pond Inflow Summary Name .... POND POST IN Page 6 .71 Event : 2 yr File .... Z :\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 2 TOTAL NODE INFLOW ... HYG file HYG ID POND POST IN HYG Tag 2 ----------------------------------- Peak Discharge 33 .22 cfs Time to Peak 12 .3000 hrs HYG Volume 4 .208 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 3 .4000 I .00 .00 3 .6500 I .01 .02 3 .9000 I .04 .04 4 .1500 I .06 .07 4 .4000 I .09 .10 4 .6500 I .12 .13 4.9000 I .15 .16 5 .1500 I .18 .19 5 .4000 I .21 .22 5 .6500 I .24 .25 5 .9000 I .28 .28 6 .1500 I .31 .32 6 .4000 I .35 .36 6 .6500 I .40 .41 6 .9000 I .46 .47 7 .1500 I .52 .54 7 .4000 I .59 .60 7 .6500 I .66 . 68 7 .9000 I .74 .75 8 .1500 I .81 . 83 8 .4000 I . 92 .94 8 .6500 I 1. 05 1. 08 8 .9000 I 1. 20 1. 23 9 .1500 I 1. 36 1. 39 9 .4000 I 1. 52 1. 56 9 .6500 I 1. 70 1. 73 9 .9000 I 1. 88 1. 92 10 .1500 I 2 .07 2 .11 10 .4000 I 2 .32 2 .38 10 .6500 I 2 .64 2 .71 10 .9000 I 2 .99 3 .06 S/N : Bentley PondPack (10.00 .027 .00) .00 . 01 .02 .03 .05 .05 .07 .08 .10 .11 .13 .14 .16 .17 .19 .20 .22 .23 .26 . 26 .29 .30 .33 .33 .37 .38 .43 .44 .49 .50 .55 .56 .62 .63 .69 . 71 .77 . 78 .85 .87 . 97 .99 1.11 1.14 1. 26 1. 29 1. 42 1. 46 1. 59 1. 63 1. 77 1. 81 1. 95 1. 99 2 .16 2 .21 2 .44 2 .50 2 .78 2 .85 3 .13 3 .21 4 :59 PM .01 .03 .06 .08 .11 .14 .17 .21 .24 .27 .30 .34 .39 . 45 .51 .58 .65 . 72 .80 .89 1. 02 1.17 1. 32 1. 49 1. 66 1. 84 2 .03 2 .26 2 .57 2 .92 3 .29 Bentley Systems, Inc . 5/28/2008 Type .... Node : Pond Inflow Summary Name .... POND POST IN Page 6. 72 Event : 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... Type!!! 24hr Tag: 2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 11 . 1500 I 3 .38 3 .49 11 .4000 I 4 .11 4.31 11.6500 I 5.56 6 .16 11 . 9000 I 11. 26 13 . 37 12.1500 I 27 .26 30 . 49 12.4000 30 .69 28 .26 12.6500 17 .97 15 .74 12 .9000 9.57 8 .62 13 .1500 6.16 5. 76 13 .4000 4 .66 4 .48 13 .6500 4 .00 3 .91 13.9000 3 .59 3 .51 14.1500 3 .23 3 .16 14 .4000 2 .94 2.90 14 .6500 2 .74 2.70 14 .9000 2 .56 2.53 15 .1500 2 .39 2 .35 15 .4000 2 .22 2 .18 15 .6500 2 .05 2 .01 15 .9000 1. 87 1. 84 16 .1500 1. 70 1. 67 16 .4000 1. 57 1. 55 16 .6500 1. 48 1. 46 16.9000 1. 40 1. 39 17.1500 1. 32 1. 31 17.4000 1. 25 1. 23 17 .6500 1.17 1.16 17 .9000 1.10 1. 08 18 .1500 1. 03 1. 01 18 .4000 . 97 .96 18 .6500 . 94 . 93 18 .9000 . 92 . 91 19.1500 .89 .89 19.4000 .87 .87 19.6500 .85 .84 19.9000 .83 .82 20 .1500 .80 .80 20.4000 .78 .78 20 .6500 .76 . 76 20 .9000 . 7 5 . 74 21 .1500 .73 .73 21. 4000 . 71 . 71 21.6500 .70 .69 21.9000 .68 . 68 22 .1500 .66 .66 S/N: Bentley PondPack (10 .00 .027 .00) 3.61 4.54 7 .03 16 .02 32 .56 25 .61 13 .79 7 .84 5.41 4 .34 3 .82 3 .44 3 .10 2 .86 2.67 2 .49 2 .32 2 .15 1. 98 1. 80 1. 65 1. 53 1. 45 1. 37 1. 29 1. 22 1.14 1. 07 1. 00 .96 .93 .91 .88 .86 .84 .82 . 7 9 .78 . 76 . 74 . 72 .71 .69 . 67 .66 4:59 PM 3 . 76 4 .80 8 .15 19 .37 33.22 22 .95 12 .12 7 .18 5 .11 4 .21 3.74 3.36 3.04 2 .82 2 .63 2 . 4 6 2.29 2 .11 1. 94 1. 77 1. 62 1. 51 1. 43 1. 35 1. 28 1. 20 1.13 1. 05 .99 .95 .92 .90 .88 .86 .83 .81 .79 . 77 .75 .74 .72 .70 .69 . 67 .65 3 .92 5 .13 9 .55 23 .36 32 .50 20 .39 10 .73 6 .63 4.86 4.10 3.66 3.29 2 .99 2 .78 2 .60 2 .42 2 .25 2 .08 1. 91 1. 74 1. 59 1. 50 1. 42 1. 34 1. 26 1.19 1.11 1. 04 .98 .95 .92 .90 .87 .85 .83 .81 .79 . 77 .75 .73 .72 .70 . 68 . 67 .65 Bentley Systems , Inc . 5/28/2008 Type .... Node : Pond Inflow Summary Page 6 . 72 Name .... POND POST IN Event: 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------!-------------------------------------------------------------- 11 .1500 I 3 .38 3 .49 11. 4000 I 4 .11 4.31 11.6500 I 5 .56 6 .16 11.9000 I 11 . 26 13. 37 12.1500 I 27 .26 30.49 12 .4000 I 30 .69 28 .26 12.6500 I 17.97 15.74 12 .9000 I 9 .57 8.62 13.1500 I 6 .16 5. 76 13.4000 I 4 .66 4 .48 13 .6500 I 4.00 3 .91 1 3 .9000 I 3.59 3 .51 14 .1500 I 3.23 3 .16 14.4000 I 2 .94 2 .90 14.6500 2.74 2 .70 1 4 .9000 2 .56 2 .53 15.1500 2.39 2 .35 15 .4000 2.22 2 .18 15.6500 2 .05 2.01 15.9000 1. 87 1. 84 16.1500 1. 70 1. 67 16.4000 1. 57 1. 55 16.6500 1. 48 1. 46 16.9000 1. 40 1. 39 17.1500 1. 32 1. 31 17.4000 1. 25 1. 23 17.6500 1.17 1.16 17.9000 1.10 1. 08 18.1500 1. 03 1. 01 18 .4000 .97 . 96 18 .6500 .94 .93 18.9000 .92 . 91 19.1500 .89 .89 19.4000 .87 .87 19.6500 .85 .84 19.9000 .83 .82 20.1500 .80 . 80 20.4000 .78 .78 20.6500 . 76 . 76 20.9000 .75 .7 4 21.1500 .73 .73 21. 4000 . 71 . 71 21. 6500 .70 .69 21. 9000 . 68 . 68 22 .1500 .66 . 66 S/N: Bentley PondPack (1 0 .00.027.00) 3 .61 4.54 7 .03 16 .02 32 .56 25 .61 13.79 7 .84 5. 41 4.34 3.82 3.44 3.10 2 .86 2 . 67 2 .49 2.32 2 .15 1. 98 1. 80 1. 65 1. 53 1. 45 1. 37 1. 29 1. 22 1.14 1. 07 1. 00 .96 .93 . 91 .88 .86 .84 .82 .79 .78 .76 .74 . 72 . 71 .69 . 67 .66 4:59 PM 3 .76 4.80 8.15 19 .37 33 .22 22 .95 12 .12 7 .18 5.11 4 .21 3 .74 3 .36 3.04 2 .82 2.63 2 .46 2 .29 2 .11 1. 94 1. 77 1. 62 1. 51 1. 43 1. 35 1. 28 1. 20 1.13 1. 05 . 99 .95 .92 .90 .88 .86 .83 .81 .79 .77 .75 .74 .72 .70 .69 . 67 .65 3 .92 5 .13 9 .55 23.36 32 .50 20.39 10.73 6 .63 4 .86 4.10 3.66 3 .29 2.99 2.78 2 .60 2 .42 2.25 2 .08 1. 91 1. 74 1. 59 1. 50 1. 42 1. 34 1. 26 1.19 1.11 1. 04 .98 .95 . 92 .90 .87 .85 .83 .81 .79 .77 .75 .73 . 72 .70 . 68 . 67 . 65 Bentl ey Systems, Inc . 5 /28 /2008 ( Type .... Node : Pond Inflow Summary Name .... POND POST IN Page 6.73 Event : 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment= .0500 hrs hrs I Time on left represents time for first value in each row . ---------1-------------------------------------------------------------- 22 .4000 I .65 .64 .64 .64 .63 22 . 6500 I . 63 . 63 . 62 . 62 . 62 22 . 9000 I . 61 . 61 . 61 . 60 . 60 23 .1500 I .60 .59 .59 .58 .58 23 .4000 I .58 .57 .57 .57 .57 23.6500 I .56 .56 .55 .55 .55 23 .9000 I .54 .54 .54 .53 .51 24 .1500 I .47 .41 .35 .28 .22 24 .4000 I .17 .13 .10 .07 .05 24 .6500 I .04 .03 .02 .02 .01 24 .9000 I .01 .01 .01 .00 .00 25 .1500 I .00 .00 .oo S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM Ben tley Systems , Inc. 5/28/2008 Type .... Node : Pond Inflow Summary Page 6 .74 Name .... POND POST IN Event : 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 SUMMARY FOR HYDROGRAPH ADDITION at Node : POND POST IN HYG Directory: Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\ Upstream Link ID Upstream Node ID ADDLINK 120 POST INFLOWS TO: POND POST IN HYG file HYG ID HYG tag POST 10 TOTAL FLOW INTO : POND POST IN HYG file Volume ac-ft 7 .454 ----------------------------------------Volume HYG file HYG ID HYG tag ac-ft POND POST IN 10 7 .454 S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM HYG ID POST Peak Time hrs 12 .3000 Peak Time hrs 12 .3000 HYG tag 10 Peak Flow cf s 57 .07 Peak Flow cf s 57 .07 Bentley Systems , Inc . 5/28/2008 Type .... Node : Pond Infl ow Summary Page 6 . 74 Name .... POND POST IN Event : 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 SUMMARY FOR HYDROGRAPH ADDITION at Node : POND POST IN HYG Directory: Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\ Upstream Link ID Upstream Node ID ADDLINK 120 POST INFLOWS TO: POND POST IN HYG file HYG ID HYG tag POST 10 TOTAL FLOW INTO : POND POST IN HYG file Volume ac-ft 7 .454 ----------------------------------------Volume HYG file HYG ID HYG t ag ac-ft POND POST IN 10 7 .454 S/N: Bentley PondPack (10 .00 .027 .00) 4:59 PM HYG ID POST Peak Time hrs 12.3000 Peak Time hrs 12.3000 HYG tag 10 Peak Flow cf s 57 .07 Peak Flow cf s 57 .07 Bentley Systems, Inc. 5/28/2008 ( Type .... Node : Pond Inflow Summary Name .... POND POST IN Page 6 . 7 5 Event : 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 10 Time hrs I TOTAL NODE INFLOW ... HYG file HYG ID HYG Tag POND POST 10 Peak Discharge Time to Peak HYG Volume IN 57 .07 cfs 12 .3000 hrs 7 .454 ac-ft HYDROGRAPH ORDINATES Output Time increment Time on left represents time for (cfs) = .0500 hrs first value in each row . ---------!-------------------------------------------------------------- 2 .1500 I .00 .00 2 .4000 I .02 .02 2 .6500 I .06 .07 2 .9000 I .11 .12 3 .1500 I .16 .17 3 .4000 I .22 .23 3 .6500 I .28 .29 3 .9000 I .33 .34 4 .1500 I .39 .40 4 .4000 .45 . 4 6 4 .6500 .51 .52 4 .9000 .57 .58 5 .1500 .63 . 64 5 .4000 .69 .70 5 .6500 . 75 .76 5 .9000 .80 .82 6 .1500 .87 .88 6 .4000 . 95 . 96 6 .6500 1. 05 1. 07 6 .9000 1.17 1.1 9 7 .1500 1. 29 1. 31 7 .4000 1. 41 1. 44 7 .6500 1. 54 1. 57 7 .9000 1. 68 1. 71 8 .1500 1. 82 1. 85 8 .4000 2 .01 2 .05 8 .6500 2 .26 2 .31 8 .9000 2 .53 2 .59 9 .1500 2 .81 2 .87 9 .4000 3 .11 3 .17 9 .6500 3 .41 3 .47 S/N : Bentley PondPack (10 .00 .027 .00) .00 .03 .08 .13 .18 .24 .30 .36 .41 .47 .53 .59 . 65 . 71 .77 .83 .89 .98 1. 09 1. 21 1. 34 1. 4 7 1. 60 1. 73 1. 89 2 .10 2 .36 2 .64 2 .93 3 .23 3 .53 4 :59 PM .01 .04 .09 .14 .20 .25 .31 .37 .43 .48 .54 .60 .66 . 72 .78 .84 . 91 1. 01 1.12 1. 24 1. 36 1. 4 9 1. 62 1. 76 1. 92 2 .15 2 .42 2 .70 2 .99 3 .29 3 .59 .01 .05 .10 .15 .21 .26 .32 .38 .44 .50 .56 .62 . 67 .73 . 79 .85 .93 1. 03 1.14 1. 26 1. 39 1. 52 1. 65 1. 79 1. 96 2 .20 2 .47 2 .76 3 .05 3 .35 3 .65 Bentley Systems , Inc . 5/28/2008 Type .... Node : Pond Inflow Summary Name .... POND POST IN Page 6 . 76 Event : 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ----------------------------------------------------------------------- 9.9000 3. 71 3 .78 10 .1500 4.03 4 .11 10.4000 4.46 4 .56 10.6500 5 .01 5 .13 10.9000 5 .61 5 .73 11 .1500 6.27 6 . 45 11 .4000 7.53 7 .89 11. 6500 10.06 11.10 11. 9000 19 .99 23 .64 12 .1500 47 .28 52 . 68 12 .4000 52 .48 48.24 12 .6500 30.51 26 .69 12 .9000 16 .18 14 .56 13 .1500 10 .37 9.69 13 .4000 7 .82 7 .53 13 .6500 6 .71 6.56 13 .9000 6 .01 5.89 14 .1500 5 .41 5.30 14 .4000 4 .93 4.85 14 .6500 4 .59 4.53 14.9000 4 .29 4.23 15.1500 4 .00 3 .94 15.4000 3 .71 3.65 15.6500 3 .42 3 .36 15.9000 3 .13 3 .07 16.1500 2 .85 2 .80 16.4000 2 .63 2 .59 16.6500 2 .47 2 .44 16.9000 2 .34 2 .31 17.1500 2 .21 2 .19 17.4000 2 .09 2 .06 17.6500 1. 96 1. 94 17 .9000 1. 84 1. 81 18.1500 1. 71 1. 69 18.4000 1. 62 1. 61 18.6500 1. 57 1. 56 18 .9000 1. 53 1. 52 19.1500 1. 49 1. 48 19.4000 1. 45 1. 4 4 19.6500 1. 41 1. 41 19.9000 1. 38 1. 37 20 .1500 1. 34 1. 33 20 .4000 1. 31 1. 30 20 .6500 1. 28 1. 27 20 .9000 1. 25 1. 24 S/N : Bentley PondPack (10 .00 .027 .00) 3.84 3 .90 4.18 4 .27 4 . 67 4 .78 5 .24 5 .36 5 .85 5 .98 6 .66 6 .92 8 .28 8.73 12.63 14 .60 28 .19 33.91 56 .09 57 .07 43 .64 39.05 23 .36 20 .52 13.22 12.10 9.10 8 .60 7.28 7.07 6.41 6.27 5.76 5 . 64 5.19 5 .10 4.78 4 .72 4.47 4 .41 4.17 4 .11 3 .88 3 .82 3 .59 3 .54 3.31 3 .25 3 .02 2 .96 2 .75 2 .70 2 .56 2 .53 2 .42 2 .39 2 .29 2 .26 2 .16 2 .14 2 .04 2 .01 1. 91 1. 89 1. 79 1. 76 1. 67 1. 65 1. 60 1. 59 1. 55 1. 54 1. 51 1. 50 1. 47 1. 47 1. 44 1. 43 1. 40 1. 39 1. 36 1. 35 1. 32 1. 32 1. 29 1. 29 1. 26 1. 26 1. 23 1. 23 4 :59 PM 3 .97 4 .36 4 .89 5 .48 6 .11 7 .20 9 .30 17.03 40 .70 55 .70 34 .65 18 .14 11.17 8.18 6.88 6.14 5 .52 5 .01 4 .65 4 .35 4.05 3 .77 3 .48 3 .19 2 .90 2 .66 2 .50 2 .37 2.24 2 .11 1. 99 1. 86 1. 74 1. 64 1. 58 1. 54 1. 50 1. 46 1. 42 1. 38 1. 35 1. 31 1. 28 1. 25 1. 22 Bentley Systems , Inc . 5/28/2008 Type .... Node: Pond Inflow Summary Page 6 .76 Name .... POND POST IN Event: 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage \prelim_drainage Storm ... TypeIII 24hr Tag: 10 HYDROGRAPH ORDINATES (cfs ) Time Output Time increment= .0500 hrs hrs I Time on l eft represents time for first value in each row. ---------1-------------------------------------------------------------- 9.9000 I 3 .71 3 .78 3 .84 3.90 3.97 10 .1500 I 4.03 4 .11 4.18 4 .27 4.36 10.4000 I 4.46 4 .56 4.67 4.78 4.89 10.6500 I 5.01 5.13 5.24 5.36 5.48 10.9000 I 5.61 5 .73 5 .85 5 .98 6.11 11.1500 11. 4000 11 . 6500 11. 9000 12 .1500 12.4000 12.6500 12.9000 13.1500 13.4000 13.6500 13 .9000 14.1500 14.4000 I 14.6500 I 14.9000 I 15 .1500 I 15.4000 I 15.6500 I 15.9000 I 16.1500 I 16.4000 I 16.6500 I 16.9000 I 17.1500 I 17.4000 I 17.6500 I 17 .9000 I 18 .1500 I 18.4000 I 18.6500 I 18.9000 I 19.1500 I 19.4000 I 19.6500 I 19 .9000 I 20 .1500 I 20.4000 I 20 .6500 I 20 .9000 I S/N: 6 .27 7.53 10.06 19 .99 47 .28 52.48 30 .51 16.18 10.37 7 .82 6. 71 6 .01 5.41 4 .93 4 .59 4.29 4.00 3 .71 3 . 42 3.13 2 .85 2 .63 2 .47 2 .34 2 .21 2.09 1. 96 1. 84 1. 71 1. 62 1. 57 1. 53 1. 49 1. 45 1. 41 1. 38 1. 34 1. 31 1. 28 1. 25 Bentley PondPack (10 .00 .027 .00) 6.45 7 .89 11.10 23.64 52 .68 48 .24 26.69 14 .56 9 .69 7.53 6 .56 5.89 5.30 4 .85 4 .53 4 .23 3.94 3 .65 3.36 3.07 2 .80 2 .59 2 .44 2.31 2 .19 2 .06 1. 94 1. 81 1. 69 1. 61 1. 56 1. 52 1. 48 1. 44 1. 41 1. 37 1. 33 1. 30 1. 27 1. 2 4 6 .66 8.28 12.63 28 .19 56 .09 43. 64 23 .36 13 .22 9.10 7.28 6 .41 5 .76 5 .19 4.78 4.47 4 .17 3 .88 3.59 3.31 3.02 2 .75 2 .56 2 .42 2 .29 2.16 2 .04 1. 91 1. 79 1. 67 1. 60 1. 55 1. 51 1. 47 1. 44 1. 40 1. 36 1. 32 1. 29 1 .26 1. 23 4 :59 PM 6 .92 8.73 14.60 33 .91 57.07 39 .05 20 .52 12.10 8 .60 7 .07 6.27 5 . 64 5 .10 4. 72 4 .41 4.11 3 .82 3.54 3 .25 2 .96 2 .70 2.53 2 .39 2 .26 2 .14 2.01 1. 89 1. 76 1. 65 1. 59 1. 54 1. 50 1. 47 1. 43 1. 39 1. 35 1. 32 1. 29 1. 26 1. 23 7 .20 9 .30 17.03 40.70 55 . 70 34 .65 18.14 11 .17 8.18 6.88 6 .14 5 .52 5.01 4.65 4.35 4.05 3.77 3.48 3 .1 9 2 .90 2 .66 2 .50 2 .37 2 .24 2 .11 1. 99 1. 86 1. 74 1. 64 1. 58 1. 54 1. 50 1. 46 1. 42 1. 38 1. 35 1. 31 1. 28 1. 25 1. 22 Bentley Systems, Inc. 5 /28/2008 ( Type .... Node: Pond Inflow Summary Name .... POND POST IN Page 6.77 Event: 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment= .0500 hrs hrs I Time on left represents time for first value in each row. ---------!--------------------------------------------------------------21.1500 I 1. 22 1. 21 21. 4000 I 1.19 1.18 21. 6500 I 1.16 1.16 21.9000 I 1.13 1.13 22.1500 I 1.11 1.10 22.4000 I 1. 08 1. 07 22.6500 I 1. 05 1. 04 22.9000 I 1. 02 1. 01 23.1500 I .99 .99 23.4000 I .96 . 96 23.6500 I . 94 .93 23.9000 I .91 .90 24.1500 I .78 .69 24.4000 I .28 .21 24.6500 I .07 .05 24.9000 I .02 .01 25.1500 I .00 .00 S/N: Bentley PondPack (10.00.027.00) 1. 21 1. 20 1.18 1.17 1.15 1.14 1.12 1.12 1. 09 1. 09 1. 06 1. 06 1. 04 1. 03 1. 01 1. 00 . 98 . 97 . 95 .95 .92 .92 .89 .88 .58 .47 .16 .12 .04 .03 .01 .01 .00 .00 4:59 PM 1. 20 1.17 1.14 1.11 1. 08 1. 05 1. 03 1. 00 .97 .94 .91 .84 .37 .09 .02 .00 Bentley Systems, Inc. 5/28/2008 Type .... Node : Pond Inflow Summary Name .... POND POST IN Page 6 .78 Event : 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 25 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND POST IN HYG Directory: Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Upstream Link ID Upstream Node ID ADDLINK 120 POST INFLOWS TO : POND POST IN HYG file HYG ID HYG tag POST 25 TOTAL FLOW INTO : POND POST IN HYG file Volume ac-ft 8 .580 ----------------------------------------Vo l ume HYG file HYG ID HYG tag ac-ft POND POST IN 25 8 .580 S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM HYG ID POST Peak Time hrs 12 .3000 Peak Time hrs 12 .3000 HYG tag 25 Peak Flow cf s 65 .21 Peak Flow cfs 65 .21 Bentley Systems , Inc . 5/28/2008 Type .... Node: Pond Inflow Summary Page 6.78 Name .... POND POST IN Event: 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 25 SUMMARY FOR HYDROGRAPH ADDITION at Node : POND POST IN HYG Directory: Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Upstream Link ID Upstream Node ID ADDLINK 120 POST INFLOWS TO: POND POST IN HYG file HYG ID HYG tag POST 25 TOTAL FLOW INTO: POND POST IN HYG file Volume ac-ft 8.580 ----------------------------------------Volume HYG file HYG ID HYG tag ac-ft POND POST IN 25 8 .580 S/N: Bentley PondPack (10.00 .027 .00) 4:59 PM HYG ID POST Peak Time hrs 12 .3000 Peak Time hrs 12 .3000 HYG tag 25 Peak Flow cf s 65.21 Peak Flow cf s 65 .21 Bentley Systems, Inc. 5/28/2008 ( Type .... Node : Pond Inflow Summary Page 6 .79 Name .... POND POST IN Event : 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 25 TOTAL NODE INFLOW ... HYG file HYG ID HYG Tag POND POST 25 Peak Discharge Time to Peak HYG Volume IN 65 .21 cfs 12.3000 hrs 8.580 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment= .0500 hrs hrs Time on left represents time for first value in each row. 1 .9000 2 .1500 2 .4000 2 .6500 2 .9000 3 .1500 3 .4000 3 .6500 3 .9000 4 .1500 4 .4000 4 .6500 4 .9000 5 .1500 5 .4000 5.6500 5 .9000 6 .1500 6 .4000 6 .6500 6 .9000 7 .1500 7 .4000 7 .6500 7 .9000 8 .1500 8 .4000 8 .6500 8 .9000 9 .1500 9.4000 S/N : .00 .02 .07 .13 .19 .26 .33 .39 .46 .53 . 60 . 67 .74 .80 .87 . 94 1. 01 1. 08 1.17 1. 29 1. 43 1. 57 1. 71 1. 86 2 .02 2 .18 2 . 40 2 . 68 3 .00 3 .33 3 .66 Bentley PondPack (10 .00 .027 .00) .00 .03 .08 .14 .21 .27 .34 .41 .47 .54 .61 . 68 .75 .82 .89 .95 1. 02 1. 09 1.19 1. 32 1. 45 1. 60 1. 74 1. 90 2 .05 2 .22 2 .45 2 .74 3 .06 3 .39 3 .73 .00 .04 .09 .15 .22 .29 .35 .42 . 4 9 .56 . 63 .69 .76 .83 .90 . 97 1. 03 1.11 1. 22 1. 34 1. 48 1. 63 1. 77 1. 93 2 .08 2 .26 2 .51 2 .81 3 .13 3 . 46 3 .80 4 :59 PM .01 .05 .10 .17 .23 .30 .37 .43 .50 .57 . 64 . 71 .78 .84 . 91 . 98 1. 05 1.13 1. 24 1. 37 1. 51 1. 65 1. 80 1. 96 2 .11 2 .30 2 .56 2 .87 3 .19 3 .53 3 .87 .01 .06 .12 .18 .25 .31 .38 . 45 .52 .58 .65 . 72 .79 .86 .93 .99 1. 06 1.15 1. 27 1. 40 1. 54 1. 68 1. 83 1. 99 2 .14 2 .35 2 .62 2 .93 3 . 26 3 .59 3 .93 Bentley Systems , Inc. 5/28/2008 Type .... Node : Pond Inflow Summary Name .... POND POST IN Page 6 .80 Event : 25 yr Fil e .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\preli m_drainage Storm ... TypeIII 24hr Tag : 25 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ----------------------------------------------------------------------- 9 .6500 4. 00 4 .07 9 .9000 4 .35 4 .42 10 .1500 4 . 71 4 .79 10 . 4000 5 .20 5 .31 10 .6500 5 .82 5 . 96 10 .9000 6 .50 6 . 64 11 . 1500 7 .26 7 . 4 6 11. 4000 8 .70 9.11 11. 6500 11. 60 12 .79 11 . 9000 22 .97 27 .15 12 .1500 54 .12 60 .26 12 .4000 59 .92 55.07 12 .6500 34 .79 30.44 12 .9000 18 .44 16.59 13 . 1500 11 .82 11. 04 13 .4000 8 . 91 8 .58 13 .6500 7 . 64 7 .46 13 .9000 6 .85 6 .70 14 .1500 6 .15 6 .03 14 .4000 5 .61 5 .53 14 .6500 5 .22 5 .15 14 .9000 4 .88 4.81 15 .1500 4 .55 4.48 15 .4000 4 .22 4 .15 15 .6500 3 .89 3 .83 15 .9000 3 .56 3 .50 16 .1500 3 .24 3 .18 16 .4000 2 .99 2 .95 16 .6500 2 .81 2 .78 16 .9000 2 .66 2 .63 17 .1500 2 .52 2 .49 17 .4000 2 .37 2 .35 17 .6500 2 .23 2 .20 17 .9000 2 .09 2 .06 18 .1500 1. 95 1. 92 18 .4000 1. 84 1. 83 18.6500 1. 78 1. 77 18 .9000 1. 74 1. 73 19.1500 1. 69 1. 69 19.4000 1. 65 1. 64 19.6500 1. 61 1. 60 19.9000 1. 57 1. 56 20 .1500 1. 52 1. 51 20 . 4000 1. 49 1. 48 20 .6500 1. 45 1. 44 S/N: Be nt l ey PondPack (10 .00 .027 .00) 4.14 4.49 4.88 5.44 6.09 6.78 7 . 71 9.55 14 .54 32 .34 64 .12 49 .81 26.63 15.06 10.37 8 .29 7 .30 6.56 5 .91 5 .44 5 .08 4 .75 4 .42 4 .09 3 . 76 3 .43 3 .13 2 .91 2 .75 2 .60 2 . 46 2 .32 2 .17 2 .03 1. 90 1. 82 1. 77 1. 72 1. 68 1. 63 1. 59 1. 55 1. 51 1. 4 7 1. 44 4 : 59 PM 4 .21 4 .56 4 .98 5 .56 6.23 6.93 8 .00 10 .07 16.80 38 .87 65 .21 44 .55 23 .39 13 .79 9 .80 8 .05 7 .14 6 .42 5 .80 5 .37 5 .01 4 .68 4 .35 4 .02 3 .70 3 .37 3 .08 2 .88 2 . 72 2 .57 2 .43 2 .29 2 .15 2 .00 1. 88 1. 81 1. 76 1. 71 1. 67 1. 63 1. 58 1. 54 1. 50 1. 46 1. 43 4 .28 4 .64 5 .08 5 .69 6 .36 7 .08 8 .33 10 . 72 19 .58 46 . 62 63 .63 39 .52 20 .68 12 .73 9 .31 7 .84 6 .99 6 .29 5 .70 5 .29 4 .95 4 . 61 4 .29 3 .96 3 .63 3 .30 3 .03 2 .84 2 .69 2 .55 2 . 40 2 .26 2 .12 1. 97 1. 86 1. 80 1. 75 1. 70 1. 66 1. 62 1. 57 1. 53 1. 49 1. 46 1. 42 Bentley Systems , Inc . 5/28/2008 Type .... Node: Pond Inflow Summary Page 6.80 Name .... POND POST IN Event: 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... Type!!! 24hr Tag: 25 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on l eft represents time for first value in each row. ---------!-------------------------------------------------------------- 9.6500 I 4 .00 4 .07 9.9000 I 4.35 4 .42 10.1500 I 4.71 4.79 10.4000 I 5 .20 5.31 10.6500 I 5.82 5.96 10.9000 I 6.50 6.64 11. 1500 I 7.26 7 .46 11.4000 8.70 9.11 11. 6500 11 . 60 12. 79 11. 9000 22.97 27.15 12.1500 54.12 60.26 12.4000 59.92 55 .07 12.6500 34.79 30.44 12.9000 18.44 16.59 13.1500 11. 82 11. 04 13.4000 8 .91 8.58 13.6500 7. 64 7. 4 6 13.9000 6 .85 6. 70 14.1500 6.15 6.03 14.4000 5.61 5.53 14 .6500 5.22 5.15 14.9000 4.88 4.81 15.1500 4.55 4.48 15.4000 4.22 4.15 15 .6500 3 .89 3 .83 15.9000 3 .56 3.50 16.1500 3.24 3 .18 16.4000 2.99 2.95 16 .6500 2.81 2.78 16.9000 2.66 2.63 17.1500 2 .52 2 .49 17.4000 2.37 2.35 17.6500 2 .23 2.20 17.9000 2 .09 2.06 18 .1500 1. 95 1. 92 18.4000 1. 84 1. 83 18 .6500 1. 78 1. 77 18.9000 1. 74 1. 73 19.1500 1. 69 1. 69 19.4000 1. 65 1. 64 19.6500 1. 61 1. 60 19.9000 1. 57 1. 56 20.1500 1. 52 1. 51 20 .4000 1. 49 1. 48 20 .6500 1. 45 1. 44 S/N: Bentley PondPack (10.00.027 .00) 4.14 4. 4 9 4.88 5 .44 6 .09 6.78 7 .71 9.55 14.54 32.34 64 .12 49 .81 26.63 15.06 10.37 8 .29 7.30 6 .56 5.91 5. 4 4 5.08 4 .75 4 .42 4.09 3.76 3. 43 3.13 2 .91 2.75 2.60 2. 46 2 .32 2.17 2.03 1. 90 1. 82 1. 77 1. 72 1. 68 1. 63 1. 59 1. 55 1. 51 1. 47 1. 44 4:59 PM 4 .21 4.56 4 .98 5.56 6.23 6 .93 8 .00 10.07 16.80 38.87 65.21 44.55 23 .39 13 .79 9.80 8 .05 7 .14 6 .42 5.80 5.37 5.01 4. 68 4 .35 4.02 3.70 3.37 3 .08 2.88 2.72 2.57 2 .43 2 .29 2.15 2 .00 1. 88 1. 81 1. 76 1. 71 1. 67 1. 63 1. 58 1. 54 1. 50 1. 46 1. 43 4.28 4.64 5 .08 5 .69 6.36 7.08 8 .33 10. 72 19.58 46.62 63.63 39.52 20.68 12 .73 9.31 7 .84 6 ._99 6 .29 5.70 5.29 4 .95 4.61 4 .29 3.96 3.63 3 .30 3 .03 2 .84 2.69 2.55 2 .40 2 .26 2 .12 1. 97 1. 86 1. 80 1 .75 1. 70 1. 66 1. 62 1. 57 1. 53 1. 49 1. 46 1. 42 Bentley Systems, Inc. 5/28 /2008 ( Type .... Node : Pond Inflow Surrunary Page 6 .81 Name .... POND POST IN Event : 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 25 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ----------------------------------------------------------------------- 20 .9000 l. 42 l. 41 21.1500 l. 39 l. 38 21. 4000 l. 35 l. 35 21.6500 l. 32 l. 31 21 .9000 l. 29 l. 28 22 .1500 l. 26 l. 25 22 .4000 l. 22 l. 22 22.6500 1.19 1.19 22 .9000 1.16 1.15 23 .1500 1.13 1.12 23 .4000 1.10 l. 09 23 .6500 l. 06 l. 06 23 .9000 l. 03 l. 03 24 .1500 .88 .78 24 .4000 .32 .24 24 .6500 .08 .06 24 .9000 .02 .01 25 .1500 .00 .00 S/N: Bentley PondPack (10 .00 .027 .00) l. 40 l. 40 l. 37 l. 37 l. 34 l. 33 l. 31 l. 30 l. 28 l. 27 l. 24 l. 24 l. 21 l. 20 1.18 1.17 1.15 1.14 1.11 1.11 l. 08 l. 08 l. 05 l. 04 l. 02 l. 00 .66 .54 .18 .14 .04 .03 .01 .01 .00 .00 4 : 59 PM l. 39 l. 36 l. 33 l. 30 l. 26 l. 23 l. 20 1.17 1.13 1.10 l. 07 l. 04 .96 .42 .10 .02 .01 Bentley Systems, Inc . 5/28/2008 Type .... Node : Pond Inflow Summary Name .... POND POST IN Page 6 .82 Event : 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... Type!!! 24hr Tag: 50 SUMMARY FOR HYDROGRAPH ADDITION at Node : POND POST IN HYG Directory: Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Upstream Link ID Upstream Node ID ADDLINK 120 POST INFLOWS TO : POND POST IN HYG file HYG ID HYG tag POST 50 TOTAL FLOW INTO : POND POST IN HYG file Volume ac-ft 10 .159 ----------------------------------------Volume HYG file HYG ID HYG tag ac-ft POND POST IN 50 10 .159 S/N: Bentley PondPack (10 .00 .027.00) 4 :59 PM HYG ID POST Peak Time hrs 12.3000 Peak Time hrs 12.3000 HYG tag 50 Peak Flow cf s 76 .57 Peak Flow cfs 76 .57 Bentley Systems , Inc. 5/28/2008 Type .... Node: Pond Inflow Summary Page 6.82 Name .... POND POST IN Event: 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND POST IN HYG Directory: Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Upstream Link ID Upstream Node ID ADDLINK 120 POST INFLOWS .TO: POND POST IN HYG file HYG ID HYG tag POST 50 TOTAL FLOW INTO : POND POST IN HYG file Volume ac-ft 10 .159 ----------------------------------------Volume HYG file HYG ID HYG tag ac-ft POND POST IN 50 10 .159 S/N : Bentley PondPack (10 .00.027 .00) 4 :59 PM HYG ID POST Peak Time hrs 12 .3000 Peak Time hrs 12.3000 HYG tag 50 Peak Flow cf s 76.57 Peak Flow cfs 76.57 Bentley Systems , Inc. 5/28/2008 ( Type .... Node : Pond Inflow Summary Name .... POND POST IN Page 6 .8 3 Event : 50 yr File .... Z:\7000 \7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 50 TOTAL NODE INFLOW ... HYG file HYG ID POND POST IN HYG Tag 50 Peak Discharge Time to Peak HYG Volume 76.57 cfs 12 .3000 hrs 10 .159 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 1 .6500 I .00 .00 1 .9000 I .03 .04 2 .1500 I .09 .11 2 .4000 I .17 .18 2 .6500 I .25 .26 2 .9000 I .33 .34 3 .1500 I .41 .42 3 .4000 I .49 .51 3 .6500 I .57 .59 3 .9000 I .66 . 67 4 .1500 I . 74 .75 4 .4000 I .82 .84 4 .6500 I .90 . 92 4 .9000 I .98 l. 00 5 .1500 I l. 06 l. 08 5 .4000 I 1.14 1.16 5 .6500 I l. 22 l. 24 5 .9000 I l. 30 l. 32 6 .1500 I l. 38 l. 40 6 .4000 I l. 49 l. 52 6 .6500 I l. 64 l. 67 6 .9000 I l. 80 l. 83 7 .1500 I l. 97 2 .00 7 .4000 I 2 .14 2 .18 7 .6500 I 2 .32 2 .35 7 .9000 I 2 .50 2 .53 8 .1500 I 2 .69 2 .73 8 .4000 I 2 . 94 3 .01 8 .6500 I 3 .28 3 .36 8 .9000 I 3 .66 3 .73 9 .1500 I 4.04 4 .12 S/N : Bentley PondPack (10 .00 .027 .00 ) .01 .05 .12 .20 .28 .36 .44 .52 . 61 . 69 .77 .85 .93 l. 02 1.10 1.17 l. 25 l. 33 l. 42 l. 55 l. 70 l. 86 2 .04 2 .21 2 .39 2 .57 2 .78 3 .07 3 .43 3 .81 4 .20 4 :59 PM .01 .06 .14 .21 .29 .38 . 4 6 .54 . 62 .70 .79 .87 .95 l. 03 1.11 1.19 l. 27 l. 35 l. 44 l. 58 l. 73 l. 90 2 .07 2 .25 2 .43 2 .61 2 .83 3 .14 3 .50 3 .89 4 .28 .02 .08 .15 .23 .31 .39 .47 .56 . 64 . 72 .80 .89 . 97 l. 05 1.13 l. 21 l. 29 l. 36 l. 46 l. 61 l. 77 l. 93 2 .11 2 .28 2 .46 2 .65 2 .88 3 .21 3 .58 3 . 96 4 .36 Bentley Systems , Inc. 5/28/2008 Type .... Node : Pond Inflow Summary Name .... POND POST IN Page 6 .84 Event : 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 9 .4000 I 4 .44 4 .51 9 .6500 I 4.83 4 . 92 9 .9000 I 5.24 5 .32 10.1500 I 5.66 5 .75 10.4000 I 6 .22 6 .36 10 .6500 I 6 .96 7 .11 10.9000 I 7 .75 7 .92 11 . 1500 I 8 .63 8 .88 11. 4000 I 10 .33 10 .81 11. 6500 13 .74 15.14 11. 9000 27 .12 32.03 12 .1500 63 .64 70.83 12 .4000 70 .31 64 .59 12 .6500 40 .78 35.67 12.9000 21. 59 19.43 13 .1500 13 .83 12.92 13.4000 10 .43 10.04 13. 6500 8 .94 8 .73 13.9000 8 .01 7 .84 14 .1500 7 .20 7 .05 14 .4000 6 .56 6 . 46 14 .6500 6 .11 6.02 14 .9000 5 .71 5 .63 15.1500 5 .32 5 .24 15.4000 4 .93 4 .86 15.6500 4 .55 4 .47 15.9000 4 .17 4 .09 16.1500 3 .79 3 . 72 16.4000 3 .49 3 .45 16 .6500 3 .29 3 .25 16.9000 3 .11 3 .08 17 .1500 2 .94 2 .91 17 .4000 2 .78 2 .74 17.6500 2 .61 2.57 17.9000 2 .44 2 .41 18.1500 2 .28 2 .25 18.4000 2 .16 2 .14 18.6500 2 .09 2.07 18.9000 2 .03 2.02 19.1500 1. 98 1. 97 19.4000 1. 93 1. 92 19.6500 1. 88 1. 87 19.9000 1. 83 1. 82 20.1500 1. 78 1. 77 20.4000 1. 74 1. 73 S/N: Bentley PondPack (10 .00 .027 .00) 4 .59 5.00 5 . 40 5.86 6.50 7 .27 8 .08 9 .16 11. 33 17 .20 38 .12 75.33 58 .41 31. 20 17 . 64 12 .13 9 .70 8 .54 7 . 67 6 .92 6 .37 5 .94 5 .55 5 .17 4 .78 4 .40 4 .01 3 .66 3 . 40 3 .22 3 .04 2 .88 2 .71 2 .54 2 .37 2 .22 2 .13 2 .06 2 .01 1. 96 1. 91 1. 86 1. 81 1. 76 1. 72 4 :59 PM 4 .67 5 .08 5 .48 5 .97 6.65 7 .43 8 .25 9.50 11. 94 19.86 45 .79 76.57 52 .24 27 .41 16.14 11. 47 9 .42 8 .36 7.51 6 .79 6 .28 5.86 5.47 5 .09 4.70 4 .32 3 .94 3 .60 3 .36 3 .18 3 .01 2 .84 2 . 68 2 .51 2 .34 2 .20 2 .11 2 .05 2 .00 1. 95 1. 90 1. 85 1. 80 1. 75 1. 71 4 .75 5.16 5.57 6.09 6 .80 7 .59 8 .43 9 .89 12 .71 23 .13 54 .87 74.68 46 .33 24 .22 14 .90 10 .90 9 .17 8 .18 7 .35 6 .67 6 .19 5 .78 5 .40 5 .01 4 .63 4 .24 3 .86 3 .54 3 .33 3 .15 2 . 98 2 .81 2 . 64 2 .47 2 .31 2 .17 2 .10 2 .04 1. 99 1. 94 1. 89 1. 84 1. 79 1. 74 1. 70 Bentley Systems , Inc . 5/28/2008 Type .... Node: Pond Inflow Sununary Page 6 .84 Name .... POND POST IN Event: 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 9.4000 9.6500 9.9000 10.1500 10 .4000 10.6500 10 .9000 11. 1500 11 .4000 11. 6500 11.9000 12 .1500 12.4000 12 .6500 12 .9000 13.1500 13.4000 13. 6500 13.9000 14.1500 14.4000 14 .6500 14.9000 15.1500 15.4000 15.6500 15.9000 16.1500 16.4000 16.6500 16 .9000 17 .1500 17 .4000 17.6500 17.9000 18.1500 18 .4000 18.6500 18.9000 19.1500 19 .4000 19 .6500 19.9000 20 .1500 20.4000 S/N: 4.44 4.83 5.24 5.66 6.22 6.96 7.75 8.63 10.33 13 .74 27 .12 63.64 70.31 40.78 21. 59 13 .83 10.43 8.94 8 .01 7 .20 6:56 6.11 5. 71 5.32 4.93 4.55 4.17 3.79• 3.49 3 .29 3 .11 2.94 2.78 2.61 2.44 2.28 2.16 2.09 2.03 1. 98 1. 93 1. 88 1. 83 1. 78 1. 74 Bentley PondPack (10 .00.027.00) 4.51 4.92 5.32 5 .75 6 .36 7 .11 7 .92 8.88 10.81 15 .14 32.03 70.83 64 .59 35.67 19. 43 12.92 10 .04 8.73 7.84 7 .05 6.46 6.02 5.63 5 .24 4.86 4 .47 4.09 3 . 72 3. 45 3 .25 3 .08 2.91 2 .74 2.57 2.41 2 .25 2.14 2.07 2.02 1. 97 1. 92 1. 87 1. 82 1. 77 1. 73 4.59 5.00 5 . 40 5.86 6.50 7.27 8.08 9.16 11. 33 17.20 38.12 75.33 58. 41 31 .20 17.64 12 .13 9.70 8.54 7. 67 6.92 6.37 5.94 5 .55 5.17 4.78 4.40 4 .01 3 .66 3.40 3 .22 3.04 2.88 2 . 71 2 .54 2.37 2 .22 2 .13 2 .06 2.01 1. 96 1. 91 1. 86 1. 81 1. 76 1. 72 4:59 PM 4.67 5 .08 5.48 5.97 6.65 7.43 8.25 9.50 11. 94 19.86 45.79 76.57 52.24 27.41 16.14 11. 4 7 9.42 8.36 7 .51 6. 7 9 6.28 5.86 5.47 5.09 4.70 4 .32 3.94 3.60 3.36 3.18 3.01 2 .84 2.68 2.51 2.34 2.20 2.11 2.05 2 .00 1. 95 1. 90 :)..85 1. 80 1. 75 1. 71 4 .75 5.16 5 .57 6.09 6.80 7 .59 8 .43 9.89 12. 71 23 .13 54.87 74.68 46 .33 24 .22 14 .90 10 .90 9.17 8.18 7 .35 6.67 6 .19 5 .78 5. 40 5.01 4.63 4.24 3 .86 3 .54 3.33 3 .15 2.98 2.81 2 .64 2 .47 2.31 2.17 2 .10 2.04 1. 99 1. 94 1. 89 1. 84 1. 79 1. 74 1. 70 Bentley Systems, Inc. 5/28/2008 ( ( ( Type .... Node : Pond Inflow Summary Page 6 .85 Name .... POND POST IN Event : 50 yr File .... Z :\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 50 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------1-------------------------------------------------------------- 20 .6500 I 1 .70 1 .69 1 .68 1 .67 1 .66 20 . 9000 I 1. 66 1. 65 1. 64 1. 63 1. 63 21.1500 I 1. 62 1. 61 1. 61 1. 60 1. 59 21.4000 I 1.58 1.57 1.57 1.56 1.55 21. 6500 I 1. 54 1. 54 1. 53 1. 52 1. 51 21.9000 I 1.51 1.50 1.49 1.48 1.48 22 .1500 I 1.47 1.46 1.45 1.45 1.44 22 .4000 I 1.43 1.42 1.42 1.41 1.40 22 .6500 I 1.39 1.39 1.38 1.37 1.36 22 .9000 I 1.36 1.35 1.34 1.33 1.33 23 .1500 I 1.32 1.31 1.30 1.30 1.29 23 .4000 I 1.28 1.27 1.27 1.26 1.25 23 .6500 I 1.24 1.24 1.23 1.22 1.21 23 .9000 I 1.21 1.20 1.19 1.17 1.12 24 .1500 I 1 .03 .91 .77 .63 .49 24 .4000 I .37 .28 .21 .16 .12 24 .6500 I .09 .07 .05 .04 .03 24 .9000 I .02 .02 .01 .01 .01 25 . 1500 I . 00 . 00 . 00 . 00 . 00 S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Node : Pond Inflow Summary Name .... POND POST IN Page 6 . 86 Event: 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 100 SUMMARY FOR HYDROGRAPH ADDITION at Node : POND POST IN HYG Directory : Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Upstream Link ID Upstream Node ID ADDLINK 120 POST INFLOWS TO : POND POST IN HYG file HYG ID HYG tag POST 100 TOTAL FLOW INTO : POND POST IN HYG file Volume ac-ft 11. 514 ----------------------------------------Volume HYG file HYG ID HYG tag ac-ft POND POST IN 100 11. 514 S/N: Bentley PondPack (10 .00.027 .00) 4 :59 PM HYG ID POST Peak Time hrs 12 .3000 Peak Time hrs 12 .3000 HYG tag 100 Peak Flow cf s 86 .28 Peak Flow cf s 86 .28 Bentley Systems , Inc . 5 /28/2008 Type .... Node : Pond Inflow Summary Page 6 . 86 Name .... POND POST IN Event: 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdi vision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 100 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND POST IN HYG Directory: Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision \ENG\Drainage\ Upstream Link ID Upstream Node ID ADDLINK 120 POST INFLOWS TO: POND POS T IN HYG file HYG ID HYG tag POST 100 TOTAL FLOW INTO : POND POST IN HYG file Volume ac-ft 11. 514 ----------------------------------------Vo lume HYG file HYG ID HYG tag ac-ft POND POST IN 100 11. 514 S/N: Bentley PondPack (10.00.027 .00) 4:59 PM HYG ID POST Peak Time hrs 12.3000 Peak Time hrs 12 .3000 HYG tag 100 Peak Flow cf s 86.28 Peak Flow cf s 86 .28 Bentley Systems , Inc. 5 /28 /2008 ( ( ( Type .... Node: Pond Inflow Summary Page 6 .87 Name .... POND POST IN Event : 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 100 TOTAL NODE INFLOW ... HYG file HYG ID POND POST IN HYG Tag 100 Peak Discharge Time to Peak HYG Volume 86 .28 cfs 12 .3000 hrs 11 .514 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 1. 4500 I .00 .00 1 .7000 I .03 .04 1.9500 I .10 .12 2 .2000 I .19 .21 2 .4500 I .28 .30 2 .7000 I .38 .40 2 .9500 I .47 . 4 9 3 .2000 I .57 .59 3 .4500 .66 . 68 3 .7000 .76 .78 3 .9500 .85 . 87 4 .2000 .95 . 96 4 .4500 1. 04 1. 06 4 .7000 1.13 1.15 4 .9500 1. 22 1. 24 5.2000 1. 31 1. 33 5 .4500 1. 40 1. 42 5 .7000 1. 49 1. 51 5 .9500 1. 58 1. 59 6 .2000 1. 67 1. 69 6 .4500 1. 80 1. 83 6 .7000 1. 97 2 .01 6 .9500 2 .16 2 .20 7 .2000 2 .35 2 .39 7 .4500 2 .55 2 .59 7 .7000 2 .75 2 .79 7 .9500 2 .95 2 .99 8 .2000 3 .17 3 .22 8 .4500 3.49 3 .56 8 .7000 3 .88 3 . 96 8 .9500 4 .30 4 .39 S/N : Bentley PondPack (10 .00 .027 .00) .00 .05 .14 .23 .32 .42 .51 .61 .70 .80 .89 .98 1. 08 1.17 1. 26 1. 35 1. 44 1. 52 1. 61 1. 71 1. 87 2 .05 2 .24 2 .43 2 .63 2 .83 3 .04 3 .28 3 .64 4 .05 4 .48 4 :59 PM .01 .07 .16 .25 .34 .43 .53 . 62 .72 .81 .91 1. 00 1. 09 1.19 1. 28 1. 37 1. 45 1. 54 1. 63 1. 7 4 1. 90 2 .08 2 .27 2 .47 2 . 67 2 .87 3 .08 3 .35 3 .72 4 .13 4 .57 .02 .09 .17 . 26 .36 . 45 .55 . 64 .74 .83 .93 1. 02 1.11 1. 20 1. 29 1. 38 1. 47 1. 56 1. 65 1. 77 1. 94 2 .12 2 .31 2 .51 2 . 71 2 .91 3 .12 3 .41 3 .80 4 .22 4 .65 Bentley Systems , I nc . 5/28/2008 Type .... Node : Pond Inflow Surrunary Name .... POND POST IN Page 6 .88 Event : 100 yr File .... Z :\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drain age\prelim_drainage Storm ... TypeIII 24hr Tag: 100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row . ----------------------------------------------------------------------- 9.2000 4 .74 4.83 9 .4500 5 .19 5 .27 9 . 7000 5 .64 5 .73 9 .9500 6 .09 6 .18 10 .2000 6 .57 6 .69 10 .4500 7 .26 7 .42 10 .7000 8 .10 8 .28 10 .9500 9 .00 9.18 11 . 2000 10 .08 10.40 11 .4500 12 .26 12 .85 11. 7000 17 .15 19.47 11. 9500 36 .19 43.06 12.2000 79.85 84 .90 12.4500 72 . 74 65 .76 12 .7000 40 .14 35 .11 12.9500 21. 85 19.84 13.2000 14 .53 13 . 64 13 .4500 11. 28 10 .91 13 .7000 9 .82 9 .60 13 . 9500 8 .81 8 .63 14 .2000 7 .93 7 .77 14 .4500 7 .26 7 .16 14 .7000 6 . 77 6 .68 14 .9500 6 .33 6 .24 15.2000 5 .89 5 .81 15.4500 5 . 46 5 .37 15.7000 5 .03 4. 94 15.9500 4 .60 4.51 16.2000 4 .18 4 .11 16.4500 3 .87 3 .83 16.7000 3 .65 3 .61 16.9500 3 .46 3.42 17 .2000 3 . 27 3 .23 17.4500 3 .08 3 .04 17 .7000 2 .89 2 .86 17 .9500 2 . 71 2 . 67 18.2000 2 .53 2 .50 18 .4500 2 . 40 2 .39 18 .7000 2 .33 2 .32 18 .9500 2 .27 2 .26 19.2000 2 .21 2 .20 19.4500 2 .16 2 .15 19 .7000 2 .10 2 .09 19 .9500 2 .05 2 .03 20 .2000 1. 99 1. 98 S/N: Bentley PondPack (10 .00 .027 .00) 4.92 5 .36 5 .82 6.27 6.82 7 .58 8 . 4 6 9 .37 10.78 13 .54 22 .47 51 .69 86 .28 58 .81 30 .84 18 .16 12 .89 10 .59 9 . 40 8 .44 7 .63 7 .06 6 .59 6 .15 5 . 72 5 .29 4 .86 4 .4 3 4 .04 3 .78 3 .57 3 .38 3 .19 3 .01 2 .82 2 .63 2 .47 2 .37 2 .31 2 .25 2 .19 2 .14 2 .08 2 .02 1. 97 4 : 59 PM 5 .01 5 . 45 5 .91 6 .37 6 .95 7 .75 8 . 64 9 .58 11. 22 14 .40 26 .16 61 .91 84 .13 52 .15 27 .25 16 .76 12 .25 10 .31 9 .20 8 .27 7 .50 6 .96 6 .50 6 .07 5 .63 5 .20 4 .77 4 .34 3 .98 3 .7 4 3 .54 3 .34 3 .16 2 .97 2 .78 2 .59 2 .44 2 .36 2 .29 2 .24 2 .18 2 .12 2 .07 2 .01 1. 96 5 .10 5 .54 6 .00 6 .47 7.10 7 .93 8 .82 9 .81 11 . 71 15 .56 30 .67 71 .78 79 .19 45 .90 24 .29 15 .56 11 . 72 10 .05 9 .00 8 .09 7 .38 6 .86 6 . 41 5 .98 5 .55 5 .12 4 .68 4 .26 3 .93 3 . 70 3 .50 3 .3 1 3 .12 2 .93 2 .74 2 .56 2 .42 2 .34 2 .28 2 .23 2 .17 2 .11 2 .06 2 .00 1. 95 Bentley Systems , Inc . 5/28/2008 Type .... Node: Pond Infl ow SUI!Utlary Page 6.88 Name .... POND POST IN Event: 100 yr File .... Z:\7000 \7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage \prelim_drainage Storm ... TypeIII 24hr Tag: 100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on l eft represents time for first value in each row. ----------------------------------------------------------------------- 9 .2000 4 .74 4.83 9.4500 5.19 5.27 9 . 7000 5 . 64 5 .73 9.9500 6 .09 6.18 10.2000 6.57 6 .69 10.4500 7.26 7 .42 10.7000 8 .10 8 .28 10.9500 9 .00 9 .18 11. 2000 10.08 10 . 40 11 .4500 12 .26 12.85 11. 7000 17.15 19 .4 7 11 .9500 36 .19 43 .06 12.2000 79.85 84 .90 12.4500 72 . 74 65 . 76 12 .7000 40 .14 35 .11 12.9500 21. 85 19.84 13.2000 14 .53 13.64 13.4500 11. 28 10 .91 13.7000 9.82 9.60 13.9500 8.81 8 .63 14 .2000 7.93 7.77 14.4500 7.26 7 .16 14.7000 6 .77 6.68 14.9500 6.33 6 .24 15.2000 5 .89 5.81 15.4500 5.46 5 .37 15.7000 5.03 4.94 15.9500 4.60 4.51 16.2000 4 .18 4.11 16.4500 3 .87 3 .83 16.7000 3 .65 3 .61 16.9500 3 .46 3 .42 17 .2000 3 .27 3 .23 17 .4500 3.08 3 .04 17 .7000 2 .89 2.86 17.9500 2.71 2 .67 18.2000 2 .53 2 .50 18.4500 2 .4 0 2.39 18.7000 2.33 2.32 18.9500 2 .27 2.26 19 .2000 2.21 2.20 19.4500 2 .1 6 2.15 19 .7000 2 .10 2 .09 19 .9500 2.05 2. 03 . 20.2000 1. 99 1. 98 S/N: Bentley PondPack (1 0 .00.027.00) 4 .92 5.36 5 .82 6 .27 6 .82 7 .58 8 . 4 6 9.37 10 .78 13 .54 22 .4 7 51. 69 86 .28 58.81 30.84 18.16 12.89 10.59 9.40 8 .44 7.63 7 .06 6.59 6 .15 5 . 72 5 .29 4 .86 4.43 4 .04 3.78 3 .57 3.38 3.19 3 .01 2 .82 2 .63 2 .47 2 .37 2 .31 2.25 2 .19 2 .14 2.08 2 .02 1 .97 4:59 PM 5.01 5. 45 5.91 6.37 6 .95 7.75 8. 64 9.58 11. 22 14.40 26.1 6 61 .91 84 .13 52 .15 27.25 16.76 12.25 10.31 9 .20 8 .27 7.50 6.96 6 .50 6.07 5.63 5.20 4.77 4.34 3.98 3.74 3 .54 3 .34 3.16 2 .97 2 .78 2 .59 2 .44 2 .36 2.29 2.24 2.18 2 .12 2 .07 2.01 1. 96 5.10 5 .54 6 .00 6.47 7 .10 7.93 8 .82 9.81 11 . 71 15.56 30 .67 71.78 79 .19 45.90 24 .29 15.56 11 . 72 10 .05 9 .00 8.09 7.38 6. 86 6. 41 5 .98 5.55 5 .12 4.68 4.26 3 .93 3 .70 3.50 3.31 3.12 2 .93 2 .74 2.56 2 .42 2 .34 2 .28 2 .23 2 .17 2 .11 2 .06 2 .00 1. 95 Bentley Systems , Inc. 5/28/2008 ( Type .... Node : Pond Inflow Summary Name .... POND POST IN Page 6 .89 Event: 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment= .0500 hrs hrs I Time on left represents time for first value in each row . ---------1-------------------------------------------------------------- 20 .4500 I 1.94 1.93 1.92 1.91 1.91 20 .7000 I 1.90 1.89 1.88 1.87 1.86 20 .9500 I 1.85 1.84 1.84 1.83 1.82 21.2000 I 1.81 1.80 1.80 1.79 1.78 21 .4500 1. 77 1. 76 21 .7000 1. 73 1. 72 21 .9500 1. 69 1. 68 22 .2000 1. 64 1. 63 22 .4500 1. 60 1. 59 22 .7000 1. 56 1. 55 22 .9500 1. 52 1. 51 23 .2000 1. 4 7 1. 46 23 .4500 1. 43 1. 42 23 .7000 1. 39 1. 38 23 .9500 1. 35 1. 33 24 .2000 1. 03 .87 24 .4500 .31 .24 24 .7000 .08 .06 24 .9500 .02 .01 25 .2000 .00 .00 S/N: Bentley PondPack (10 .00 .027 .00) 1. 75 1. 71 1. 67 1. 63 1. 58 1. 54 1. 50 1. 4 6 1. 41 1. 37 1. 31 .70 .18 .04 .01 .00 4 :59 PM 1. 74 1. 70 1. 66 1. 62 1. 57 1. 53 1. 49 1. 45 1. 41 1. 36 1. 26 .55 .14 .03 .01 .00 1. 73 1. 69 1. 65 1. 61 1. 57 1. 52 1. 48 1. 44 1. 40 1. 35 1.16 .42 .10 .02 .00 Bentley Systems , Inc . 5/28/2008 Type .... Pond Routing Surmnary Page 6 .90 Name .... POND POST OUT File .... Z:\7000\7066 -Kyle Tag: 2 View (Aspen Heights) Event : 2 yr Subdivision\ENG\Drainage\prelim_drainage Storm ... Type III 24hr Tag: 2 LEVE L POOL ROUTING SUMMARY HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivisi on\ENG\Drainage\ Inflow HYG file NONE STORED -POND POST IN 2 Outflow HYG file NONE STORED -POND POST OUT 2 Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cf s cf s Star ting Total Qout= .00 cfs Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inf low Peak Outflow Peak Elevation Peak Storage = MASS BALANCE (ac-ft) + I nitial Vol + HYG Vol IN I nfiltration HYG Vol OUT Retained Vol 33 .22 cfs 3 .22 cfs 333 .66 ft 2 .144 ac-ft .000 4 .208 .000 4 .208 .000 at at 12 .3000 hrs 13 .8000 hrs Unrouted Vol .000 ac-ft (.000% of Outfl ow Volume) S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bent ley Systems , Inc. 5/28/2008 Type .... Pond Routing Summary Page 6.90 Name . . . . POND POST OUT Tag : 2 Event: 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\EN G\Drainage\prel im_drainage Storm ... TypeIII 24hr Tag: 2 LEVEL POOL ROUTING SUMMARY HYG Dir Z:\7000 \7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file NONE STORED -POND POST IN 2 Outflow HYG file NONE STORED -POND POST OUT 2 Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. POND POST POND POST OUT 330.00 .000 .00 .00 ft ac-ft cf s cfs Starting Total Qout= .00 cf s Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow Peak Outflow Peak Elevation Peak Storage = MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN -Infiltration -HYG Vol OUT -Retained Vol 33 .22 cfs 3 .22 cfs 333.66 ft 2.144 ac-ft .000 4.208 .000 4.208 .000 at at 12.3000 hrs 13.8000 hrs Unrouted Vol .000 ac-ft (.000% o f Outflow Volume ) S/N: Bentley PondPack (10.00.027.00) 4:59 PM Bentley Systems, Inc. 5 /28/2008 ( Type .... Name .... File .... Storm ... Time hrs Pond Routed HYG (total out) Page 6 .91 POND POST OUT Tag : 2 Z:\7000\7066 -Kyle View (Aspen Heights) Event : 2 yr Subdivision\ENG\Drainage\prelim_drainage Type III 24hr Tag: 2 POND ROUTED TOTAL OUTFLOW HYG ... HYG file HYG ID = POND POST OUT HYG Tag 2 Peak Discharge Time to Peak HYG Volume 3 .22 cfs 13 . 8000 hrs 4 .208 ac-ft HYDROGRAPH ORDINATES (cfs) Output Time increment = .0500 hrs I Time on left represents time for first value in each row. ---------!-------------------------------------------------------------- 3 .4000 I .00 .00 3 .6500 I .01 .01 3 .9000 I .03 .04 4 .1500 I .04 .06 4 .4000 .09 .09 4 .6500 .12 .12 4 .9000 .14 .15 5 .1500 .17 .18 5 .4000 .20 .21 5 .6500 .23 .24 5 .9000 .26 .27 6.1500 .30 .30 6.4000 .32 .33 6.6500 .36 . 37 6.9000 .42 .43 7 .1500 .48 .49 7 .4000 .54 .56 7 .6500 .59 .59 7 .9000 . 63 . 64 8 .1500 .70 . 71 8 .4000 .77 .79 8 .6500 .85 .87 8 .9000 .95 .97 9.1500 1. 05 1. 07 9.4000 1.15 1.13 9.6500 1.19 1. 24 9.9000 1. 34 1. 36 10.1500 1 .43 1. 41 10.4000 1. 36 1. 36 10.6500 1. 4 7 1. 47 10.9000 1. 57 1. 57 S/N: Bentley PondPack (10 .00 .027 .00) .00 .00 .02 .02 .04 .04 .07 .07 .10 .10 .13 .13 .15 .16 .18 .19 .21 .22 .24 .25 .28 .28 .30 .31 .33 .34 .39 .40 . 45 .46 .50 .52 .57 .58 . 60 . 61 .66 . 67 .73 . 7 4 .80 .82 .89 . 91 .99 1. 01 1. 09 1.11 1.12 1.11 1. 28 1. 30 1. 38 1. 40 1. 39 1. 37 1. 38 1. 42 1. 47 1. 50 1. 57 1. 58 4 :59 PM .01 .03 .04 .08 .11 .14 .16 .19 .22 .26 .29 .31 .35 . 41 .47 .53 .58 . 62 .69 . 76 .83 .93 1. 03 1.13 1.13 1. 32 1. 42 1. 36 1. 46 1. 54 1. 61 Bentley Systems, Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Page 6.92 Name .... POND POST OUT Tag: 2 Event: 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 2 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment= .0500 hrs hrs I Time on left represents time for first value in each row. ---------1 11. 1500 I 1. 64 1. 68 11. 4000 I 1. 87 1. 92 11.6500 I 1. 89 1. 91 11. 9000 I 2.01 2.04 12.1500 2.36 2.44 12.4000 2.77 2.83 12.6500 3.02 3.04 12.9000 3.13 3.14 13.1500 3.17 3.18 13.4000 3.20 3.20 13. 6500 3.21 3.22 13.9000 3.22 3.22 14.1500 3.22 3.22 14.4000 3.22 3.22 14.6500 3.22 3.22 14.9000 3.21 3.21 15.1500 3.20 3.20 15.4000 3.19 3.19 15.6500 3.18 3.17 15.9000 3.16 3.16 16.1500 3.15 3.14 16.4000 3.13 3.13 16.6500 3.12 3.12 16.9000 3.10 3.10 17.1500 3.08 3.08 17.4000 3.06 3.05 17.6500 3.04 3.03 17.9000 3.02 3.01 18.1500 3.00 2.99 18.4000 2.97 2. 97 18.6500 2.95 2.94 18.9000 2.92 2.92 19.1500 2.90 2.90 19.4000 2.88 2.87 19.6500 2.85 2.85 19.9000 2.83 2.83 20.1500 2.81 2.80 20.4000 2.79 2.78 20.6500 2.76 2.76 20.9000 2.73 2.73 21.1500 2.70 2.70 21. 4000 2.68 2.67 21.6500 2.65 2.64 21.9000 2.62 2.62 22.1500 2.60 2.60 S/N: Bentley PondPack (10.00.027.00) 1. 72 1. 77 1. 97 1. 98 1. 93 1. 95 2.08 2.12 2.52 2.61 2.88 2.93 3.07 3.10 3.15 3.16 3.19 3.19 3.21 3.21 3.22 3.22 3.22 3.22 3.22 3.22 3.22 3.22 3.21 3.21 3.21 3.20 3.20 3.19 3.18 3.18 3.17 3.17 3.15 3.15 3.14 3.14 3.13 3.13 3.11 3.11 3.09 3.09 3.07 3.07 3.05 3.05 3.03 3.02 3.01 3.01 2.99 2.98 2.96 2. 96 2.94 2.93 2.91 2. 91 2.89 2.89 2.87 2.86 2.85 2.84 2.82 2.82 2.80 2.80 2.78 2.77 2.75 2.74 2.72 2. 71 2.69 2.69 2. 67 2.66 2.64 2.63 2.62 2.61 2.59 2.59 4: 59 PM 1. 81 1. 92 1. 98 2.30 2.68 2.98 3.12 3.17 3.20 3.21 3.22 3.22 3.22 3.22 3.21 3.20 3.19 3.18 3.16 3.15 3.14 3.12 3 .11 3.08 3.06 3.04 3.02 3.00 2.98 2.95 2.93 2.91 2.88 2.86 2.84 2.81 2.79 2.77 2.74 2.71 2.68 2.66 2.63 2.61 2.58 Bentley Systems, Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Page 6.92 Name .... POND POST OUT Tag: 2 Event: 2 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment= .0500 hrs hrs Time on left represents time for first value in each row. 11.1500 11.4000 11 . 6500 11. 9000 12.1500 12 .4000 12.6500 12 .9000 13 .1500 13 .4000 13.6500 13. 9000 14.1500 14 .4000 14.6500 14.9000 15.1500 15.4000 15.6500 15.9000 16.1500 16 .4000 16.6500 16.9000 17.1500 17.4000 17 .6500 17.9000 18.1500 18 .4000 18 .6500 18 .9000 19 .1500 19.4000 19.6500 19.9000 20.1500 20 .4000 20.6500 20.9000 21.1500 21. 4000 21. 6500 21 .9000 22.1500 S/N: l. 64 l. 87 l. 89 2.01 2.36 2 .77 3.02 3 .13 3.17 3 .20 3 .21 3.22 3.22 3.22 3 .22 3.21 3.20 3 .19 3 .18 3.16 3.15 3.13 3.12 3 .10 3.08 3 .06 3.04 3.02 3 .00 2.97 2.95 2.92 2.90 2 .88 2.85 2.83 2.81 2.79 2.76 2 .73 2.70 2 .68 2 .65 2.62 2.60 Bentley PondPack (10 .00 .027 .00) l. 68 l. 92 l. 91 2 .04 2.44 2 .83 3 .04 3.14 3 .18 3 .20 3 .22 3.22 3 .22 3.22 3.22 3 .21 3 .20 3 .19 3.17 3.16 3.14 3 .13 3 .12 3 .10 3.08 3.05 3.03 3 .01 2 .99 2 .97 2.94 2.92 2.90 2.87 2 .85 2.83 2 .80 2.78 2.76 2 . 73 2 .70 2:67 2 . 64 2.62 2.60 l. 72 l. 97 l. 93 2 .08 2.52 2 .88 3 .07 3.15 3.19 3.21 3.22 3 .22 3.22 3.22 3.21 3.21 3 .20 3.18 3 .17 3 .15 3 .14 3 .13 3.11 3 .09 3.07 3 .05 3 .03 3.01 2 .99 2 . 96 2.94 2.91 2 .89 2.87 2 .85 2.82 2.80 2.78 2.75 2.72 2 .69 2 .67 2.64 2.62 2 .59 4 :59 PM l. 77 l. 98 l. 95 2.12 2 .61 2.93 3.10 3.16 3.19 3 .21 3 .22 3 .22 3 .22 3.22 3.21 3.20 3.19 3.18 3 .17 3.15 3.14 3.13 3 .11 3 .09 3 .07 3 .05 3 .02 3.01 2.98 2 .96 2 .93 2.91 2.89 2 .86 2 .84 2.82 2.80 2.77 2 .74 2 . 71 2 .69 2.66 2.63 2 .61 2.59 l. 81 l. 92 l. 98 2 .30 2 .68 2 .98 3 .12 3.17 3.20 3 .21 3 .22 3.22 3.22 3 .22 3 .21 3.20 3 .19 3 .18 3.16 3.15 3 .14 3 .12 3 .11 3 .08 3 .06 3 .04 3.02 3.00 2 .98 2.95 2.93 2.91 2 .88 2 .86 2 .84 2.81 2 .79 2 .77 2 .74 2. 71 2 .68 2 .66 2 .63 2.61 2 .58 Bentley Systems, Inc. 5 /28/2008 ( ' \ Type .... Pond Routed HYG (total out) Name .... POND POST OUT Tag: 2 Page 6 .93 Event : 2 yr File .... Z:\7000\7066 -Kyle Storm ... TypeIII 24hr Tag: View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage 2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 22 .4000 I 2 .58 2 .57 22 .6500 I 2 .55 2 .54 22.9000 I 2 .52 2 .52 23 .1500 I 2 .50 2 .49 23.4000 I 2 .47 2 . 4 6 23 .6500 I 2 .44 2 .44 23 .9000 I 2 .42 2 .41 24 .1500 I 2 .39 2 .38 24 .4000 I 2 .35 2 .35 24 .6500 I 2 .32 2 .31 24 .9000 I 2 .29 2 .26 25 .1500 I 2 .14 2 .13 25 .4000 I 2 .11 2 .11 25 .6500 I 2 .08 2 .08 25 .9000 I 2.05 2 .04 26 .1500 I 2 .02 2 .01 26 .4000 I 1. 99 1. 98 26.6500 I 1. 94 1. 93 26.9000 I 1. 90 1. 89 27 .1500 I 1. 98 1. 99 27 . 4000 I 1. 82 1. 78 27 .6500 I 1. 63 1. 60 27 .9000 I 1. 56 1. 52 28 .1500 I 1. 44 1. 39 28 .4000 I 1. 41 1. 42 28 .6500 I 1.15 1.12 28 .9000 I .92 .85 29 .1500 I . 54 .41 29 .4000 I .04 .02 S/N: Bentley PondPack (10 .00 .027 .00) 2 .56 2 .54 2 .51 2 .48 2 . 4 6 2 .43 2 . 40 2 .37 2 .34 2 .31 2 .23 2 .13 2 .10 2 .07 2 .04 2 .01 1. 97 1. 93 1. 89 1. 95 1. 74 1. 57 1. 48 1. 36 1. 38 1.14 .77 .31 .00 4 :59 PM 2 .56 2 .53 2 .51 2 .48 2 .45 2.43 2 .40 2 .37 2 .33 2 .30 2 .20 2 .12 2 .10 2 .06 2 .03 2 .00 1. 96 1. 92 1. 90 1. 91 1. 70 1. 57 1. 47 1. 36 1. 33 1. 07 . 69 .21 2 .55 2 .53 2 .50 2 .47 2 . 45 2 .42 2 .39 2 .36 2 .32 2 .30 2 .17 2 .12 2 .09 2 .06 2 .02 2 .00 1. 95 1. 91 1. 94 1. 86 1. 66 1. 57 1. 47 1. 36 1. 27 1. 00 . 61 .11 Bentley Systems , I nc . 5/28/2008 Type .... Pond Routing Sununary Page 6.94 Name .... POND POST OUT Tag: 10 Event : 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 LEVEL POOL ROUTING SUMMARY HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inflow HYG file NONE STORED -POND POST IN 10 Outflow HYG file NONE STORED -POND POST OUT 10 Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting ws Elev Starting Volume Starting Outflow Starting Infiltr . POND POST POND POST OUT 330 .00 .000 .00 .00 Starting Total Qout= .00 Time Increment .0500 ft ac-ft cf s cf s cf s hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inf low Peak Outflow Peak Elevation Peak Storage = MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN Infiltration HYG Vol OUT Retained Vol Unrouted Vol S/N : 57 .07 cfs 6 .92 cfs 335 .35 ft 3 .956 ac-ft .000 7 .454 .000 7 .454 .000 at at 12.3000 hrs 13 . 5500 hrs .000 ac-ft (.000% of Outflow Volume) Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems , Inc . 5/28/2008 Type .... Pond Routing Summary Page 6 .94 Name .... POND POST OUT File .... Z:\7000\7066 -Kyle Tag: 10 View (Aspen Heights) Event: 10 yr Subdivision\ENG\Drainage\prelim_drainage Sto rm ... Type III 24hr Tag: 10 LEVEL POOL ROUTING SUMMARY HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file NONE STORED -POND POST IN 10 Outflow HYG file NONE STORED -POND POST OUT 10 Pond Node Data Pond Volume Data Pond Outlet Data No Infil tra ti on INITIAL CONDITIONS Starting ws Elev Starting Volume Starting Outflow Starting Infiltr. POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cf s cfs Starting Total Qout= .00 cf s Time Increment .0500 hrs INFLOW /OUTFLOW HYDROGRAPH SUMMARY Peak Inflow Peak Outflow Peak Elevation Peak Storage = MASS BALANCE (ac -ft ) + Initial Vol + HYG Vol IN -Infiltration -HYG Vol OUT -Retained Vol 57 .07 cfs 6.92 cfs 335.35 ft 3.956 ac-ft .000 7 .454 .000 7 .454 .000 at at 12.3000 hrs 13.5500 hrs Unrouted Vol .000 ac-ft (.000% of Outflow Volume) S/N: Bentley PondPack (10 ,00.027.00) 4:59 PM Bentley Systems, Inc . 5/28/2008 ( ( ( Type .... Pond Routed HYG (total out) Page 6 .95 Name .... POND POST OUT Tag: 10 Event: 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 10 POND ROUTED TOTAL OUTFLOW HYG ... HYG file HYG ID = POND POST OUT HYG Tag 10 Peak Discharge Time to Peak HYG Volume 6 .91 cfs 13 .5500 hrs 7 .454 ac-ft HYDROGRAPH ORDINATES (cfs ) Time Output Time increment= .0500 hrs hrs Time on left represents time for first value in each row . 2 .1500 2 .4000 2 .6500 2 .9000 3 .1500 3 .4000 3 .6500 3 .9000 4 .1500 4 .4000 4 .6500 4 .9000 5 .1500 5 .4000 5 .6500 5 .9000 6 .1500 6 .4000 6.6500 6 .9000 7 .1500 7 .4000 7 .6500 7 .9000 8 .1500 8 .4000 8 .6500 8 .9000 9 .1500 9 .4000 9 .6500 S/N : .00 .01 .04 .10 .15 .20 .25 .30 .34 .41 .47 .52 .58 .60 .65 .71 .77 .82 .88 .96 1. 04 1.13 1.11 1. 28 1. 37 1. 43 1. 36 1. 47 1. 55 1. 60 1. 77 Bentley PondPack (10 .00 .027 .00) . 00 .02 .04 .11 .16 .21 .26 .31 .36 .42 .48 .54 .58 . 61 . 67 . 72 .78 .83 .90 . 98 1. 06 1.14 1.12 1. 30 1. 38 1. 41 1. 36 1. 4 7 1. 57 1. 63 1. 81 .00 .03 .07 .12 .17 .22 .27 .32 .37 .43 . 4 9 .55 .59 . 62 . 68 .73 . 7 9 .84 . 91 .99 1. 08 1.14 1.16 1. 32 1. 40 1. 39 1. 38 1. 47 1. 57 1. 66 1. 85 4 :59 PM .00 .04 .08 .13 .18 .23 .29 .33 .38 . 4 4 .50 .56 .59 .63 .69 .74 .80 . 86 . 93 1. 01 1. 09 1.13 1. 20 1. 33 1. 41 1. 36 1. 41 1. 48 1. 57 1. 70 1. 89 .01 .04 .09 .14 .19 .24 .30 .33 .40 .46 .51 .57 .60 . 64 .70 .75 .81 .87 .94 1. 02 1.11 1.12 1. 25 1. 35 1. 43 1. 36 1. 45 1. 51 1. 58 1. 73 1. 93 Bentley Systems , Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Page 6 .96 Name .... POND POST OUT Tag : 10 Event : 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 9 .9000 I l. 97 2 .00 10.1500 I l. 89 l. 90 10 .4000 I l. 94 l. 95 10 .6500 I 2 .00 2 .01 10 .9000 I 2 .05 2 .06 11.1500 I 2 .11 2 .12 11. 4000 I 2 .28 2 .30 11 . 6500 I 2 .38 2 .41 11. 9000 I 2 .54 2 .60 12.1500 I 2 .92 3 .02 12 .4000 I 3 .46 3 .54 12.6500 I 4.62 4 .98 12.9000 I 6.04 6.21 13.1500 I 6.66 6 .73 13.4000 I 6.88 6.90 13 .6500 I 6.91 6 .91 13 . 9000 I 6 .86 6 .84 14 . 1500 I 6 .74 6 . 71 14 .4000 I 6 .59 6 .56 14. 6500 6 .42 6 .38 14 .9000 6 .24 6 .20 15 .1500 6 .05 6 .01 15 .4000 5 .86 5 .82 15 .6500 5 .66 5.62 15 .9000 5 . 46 5 .42 16.1500 5 .26 5 .22 16.4000 5 .06 5 .02 16.6500 4. 87 4 .83 16.9000 4 .69 4 .65 17 .1500 4 .52 4.49 17 .4000 4 .36 4 .33 17 .6500 4 .22 4 .19 17 .9000 4.09 4 .06 18 .1500 3 .96 3 .94 18 .4000 3 .85 3 .83 18 .6500 3 .75 3 .74 18 .9000 3 . 67 3 .66 19 .1500 3 .61 3 .61 19 .4000 3 .60 3 .60 19 .6500 3 .58 3 .58 19 .9000 3 .56 3 .56 20 .1500 3 .55 3 .54 20 .4000 3 .53 3 .52 20 .6500 3 .50 3 .50 20 .9000 3 .48 3 .48 S/N: Bentl ey PondPack (10 .00 .027 .00) l. 97 l. 91 l. 96 2 .02 2 .07 2 .13 2 .31 2 .43 2 .66 3 .14 3 .61 5 .31 6 .36 6.78 6 .91 6 .90 6 .82 6 .68 6 .52 6 .35 6 .16 5 .98 5 .78 5 .58 5 .38 5 .18 4 .98 4 .80 4 .62 4 .45 4 .30 4 .17 4 .03 3 .91 3 .81 3 .72 3 .65 3 .61 3 .59 3.57 3 .55 3 .54 3 .52 3 .49 3 .48 4 :59 PM l. 93 l. 92 l. 98 2 .02 2 .08 2 .14 2 .33 2 .46 2 .74 3 .25 3 .87 5 .59 6 .48 6 .83 6 .91 6 .89 6 .80 6 .65 6 .49 6 .31 6 .12 5 .94 5 .74 5 .54 5 .34 5 .14 4 . 94 4 .76 4 .58 4 .42 4 .28 4 .14 4 .01 3 .89 3 .79 3 .70 3 .64 3 .60 3.59 3 .57 3 .55 3 .54 3 .51 3 .49 3 .47 l. 89 l. 93 l. 99 2 .03 2 .09 2 .21 2 .36 2 .50 2 .82 3 .36 4 .24 5.84 6 .58 6 .86 6 .92 6 .87 6 .77 6 .62 6 . 45 6 .27 6 .09 5 .90 5 .70 5 .50 5 .30 5 .10 4 .90 4 . 72 4 .55 4 .39 4 .25 4 .11 3 .98 3.87 3 .77 3 .68 3 .63 3 .60 3 .58 3 .56 3 .55 3 .53 3 .50 3 .49 3 .47 Be nt ley Systems , Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Page 6. 96 Name .... POND POST OUT Tag : 10 Event : 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 HYDROGRAPH ORDINATES (cfs) Output Time increment = .0500 hrs Time hrs Time on left represen ts time for first value in each row . 9 .9000 10.1500 10.4000 10.6500 10.9000 11 . 1500 11 .4000 11 . 6500 11 .9000 12.1500 12 .4000 12.6500 12 .9000 13 .1500 13.4000 13 .6500 13 .9000 14.1500 14.4000 14 .6500 14.9000 15.1500 15.4000 15.6500 15.9000 16.1500 16.4000 16.6500 16.9000 17 .1500 17 .4000 17.6500 17 .9000 18.1500 18 .4000 18.6500 18.9000 19 .1500 19.4000 19.6500 19.9000 20.1500 20 .4000 20.6500 20.9000 S /N: 1. 97 1. 89 1. 94 2.00 2 .05 2 .11 2.28 2 .38 2.54 2 .92 3 .46 4.62 6 .0 4 6.66 6 .88 6.91 6 .86 6.74 6 .59 6.42 6.24 6.05 5.86 5 .66 5 . 46 5 .26 5.06 4 .87 4.69 4.52 4.36 4 .22 4 .09 3.96 3 .85 3 .75 3.67 3 .61 3.60 3 .58 3 .56 3 .55 3.53 3.50 3 .48 Bentley PondPack (10.00.027.00) 2.00 1. 90 1. 95 2.01 2.06 2 .12 2 .30 2 . 41 2 .60 3.02 3 .54 4 . 98 6 .21 6 . 73 6.90 6 .91 6.84 6 . 71 6.56 6.38 6 .20 6 .01 5 .82 5 .62 5 .42 5.22 5 .02 4 .83 4.65 4.49 4.33 4 .19 4 .06 3 .94 3 .83 3 .74 3 .66 3 .61 3 .60 3.58 3 .56 3 .54 3 .52 3.50 3.48 1. 97 1. 91 1. 96 2 .02 2 .07 2.13 2 .31 2 .43 2 .66 3 .14 3 .61 5.31 6 .36 6 .78 6 .91 6.90 6 .82 6 .68 6 .52 6 .35 6.16 5 .98 5 .78 5 .58 5 .38 5.18 4 .98 4.80 4 .62 4 .45 4 .30 4 .17 4 .03 3 .91 3 .81 3 . 72 3 .65 3 .61 3 .59 3 .57 3 .55 3 .54 3.52 3 .49 3.48 4 :59 PM 1. 93 1. 92 1. 98 2 .02 2.08 2 .14 2 .33 2 .46 2 .74 3.25 3 .87 5 .59 6 .48 6 .83 6.91 6.89 6.80 6.65 6 . 4 9 6 .31 6.12 5.94 5.74 5 .54 5 .34 5 .14 4.94 4.76 4 .58 4 .42 4 .28 4 .14 4 .01 3.89 3.79 3.70 3.64 3 .60 3.59 3 .57 3 .55 3 .54 3 .51 3.49 3.47 1. 89 1. 93 1. 99 2 .03 2 .09 2 .21 2 .36 2.50 2 .82 3 .36 4 .24 5.84 6.58 6.86 6.92 6 .87 6 . 77 6 .62 6 . 45 6 .27 6 .09 5 .90 5 .70 5 .50 5 .30 5 .10 4 .90 4. 72 4 .55 4 .39 4 .25 4 .11 3 .98 3.87 3 .77 3 .68 3 .63 3.60 3.58 3.56 3 .55 3 .53 3 .50 3 .49 3 .47 Bentley Systems , In.c . 5 /28/2008 { ( ( Type .... Pond Routed HYG (total out) Name .... POND POST OUT Tag: 10 Page 6.97 Event: 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------[ 21.1500 I 3.46 3. 46 21. 4000 I 3.44 3.44 21.6500 I 3.42 3.41 21.9000 I 3. 40 3.39 22.1500 I 3.38 3.37 22.4000 I 3.36 3.35 22.6500 I 3.33 3.33 22.9000 I 3.31 3.31 23.1500 I 3.29 3.29 23.4000 I 3.26 3.26 23.6500 I 3.24 3.23 23.9000 I 3.22 3.22 24.1500 I 3.19 3.19 24.4000 I 3.16 3.15 24.6500 I 3.13 3.13 24.9000 I 3.10 3.09 25.1500 I 3.06 3.06 25.4000 I 3.03 3.02 25.6500 I 3.00 2.99 25.9000 I 2. 96 2.95 26.1500 I 2.93 2. 92 26.4000 I 2.89 2.88 26.6500 I 2.86 2.85 26.9000 I 2.83 2.82 27.1500 I 2.79 2.79 27.4000 I 2.76 2.75 27.6500 I 2.72 2. 71 27.9000 I 2.68 2.68 28.1500 I 2.65 2.64 28.4000 I 2. 61 2.61 28.6500 I 2.58 2.57 28.9000 I 2.54 2.53 29.1500 I 2.51 2.50 29.4000 I 2.47 2.47 29.6500 I 2.44 2.43 29.9000 I 2.40 2. 40 30.1500 I 2.37 2.36 30.4000 I 2.33 2.32 30.6500 I 2.30 2.29 30.9000 I 2.18 2.15 31.1500 I 2.12 2.12 31. 4000 I 2.09 2.08 31. 6500 I 2.06 2.05 31. 9000 I 2.03 2.02 32.1500 I 2.00 1. 99 S/N: Bentley PondPack (10.00.027.00) 3. 45 3.45 3.43 3.43 3.41 3.40 3.39 3.38 3.37 3.37 3.35 3.34 3.32 3.32 3.30 3.30 3.28 3.27 3.25 3.25 3.23 3.23 3.21 3.20 3.18 3,. 17 3.15 3.14 3.12 3.12 3.09 3.08 3.05 3.04 3.02 3.01 2. 98 2.98 2.95 2.94 2.91 2.90 2.88 2.87 2.85 2.84 2.81 2.81 2.78 2.77 2.74 2.74 2.70 2.70 2.67 2.66 2.63 2.62 2.60 2.60 2.57 2.56 2.53 2.52 2.50 2. 4 9 2. 4 6 2.45 2.43 2. 42 2.39 2.38 2.35 2.34 2.31 2.31 2.28 2.25 2.13 2.13 2.11 2.10 2.08 2.07 2.05 2.04 2.02 2.01 1. 98 1. 98 4:59 PM 3. 4 5 3.42 3.40 3.38 3.36 3.33 3.31 3.29 3. 27 3.24 3.22 3.20 3 .17 3.14 3 .11 3.07 3.03 3.01 2.97 2.93 2.90 2.86 2.83 2.80 2.77 2.73 2.69 2.65 2.62 2.59 2.55 2.52 2.48 2. 45 2.41 2.37 2.34 2.30 2.21 2.13 2.10 2.07 2.03 2.01 1. 97 Bentley Systems, Inc. 5/28/2008 Type .... Name .... File .... Storm ... Time hrs Pond Routed HYG (total out} Page 6 .98 POND POST OUT Tag: 10 Z:\7000\7066 -Kyle View (Aspen Heights} Event: 10 yr Subdivision\ENG\Drainage\prelim_drainage Type III 24hr Tag : 10 HYDROGRAPH ORDINATES (cfs} Output Time increment = .0500 hrs Time on left represents time for first value in each row . ----------------------------------------------------------------------- 32 .4000 1. 96 1. 95 32 .6500 1. 91 1. 91 32 .9000 1. 92 1. 96 33 .1500 1. 88 1. 84 33 .4000 1. 68 1. 64 33 .6500 1. 57 1. 57 33 .9000 1. 47 1. 47 34 .1500 1. 36 1. 39 34.4000 1. 30 1. 20 34 .6500 1. 03 .96 34 .9000 .64 .58 35.1500 .16 .06 S/N : Bentley PondPack (10 .00 .027 .00) 1. 94 1. 93 1. 90 1. 89 2.00 1. 97 1. 80 1. 75 1. 61 1. 58 1. 53 1. 49 1. 42 1. 37 1. 43 1. 40 1.11 1.14 .88 .81 .46 .35 .04 .01 4 :59 PM 1. 92 1. 88 1. 92 1. 71 1. 57 1. 4 7 1. 36 1. 35 1.10 .73 .26 .00 Bentley Systems, Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Page 6.98 Name .... POND POST OUT Tag: 10 Event: 10 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 10 HYDROGRAPH ORDINAT ES (cfs) Time Output Time increment= .0500 hrs hrs I Time on left represents time for first value in each r ow. ---------1-------------------------------------------------------------- 32 .4000 I 1.96 1.95 1.94 1 .93 1 .92 32 .6500 I 1.91 1.91 1.90 1.89 1.88 32 .9000 I 1.92 1.96 2.00 1.97 1 .92 33 .1500 I 1.88 1.84 1.80 1.75 1.71 33.4000 I 1.68 1.64 1.61 1.58 1.57 33.6500 I 1 .57 1.57 1 .53 1.49 1.47 33 .9000 I 1.47 1.47 1.42 1.37 1.36 34 .1500 I 1.36 1.39 1.43 1.40 1.35 34 .4000 I 1.30 1.20 1.11 1.14 1 .10 34.6500 I 1 .03 .96 .88 .81 .73 34 .9000 I .64 .58 .46 .35 .26 35.1500 I .16 .06 .04 .01 .oo S/N: Bentley PondPack (10.00 .027.00) 4:59 PM Bentley Systems, Inc . 5/28/2008 ( ( ( Type .... Pond Routing Summary Page 6 .99 Name .... POND POST OUT File .... Z :\7000\7066 -Kyle Tag : 25 View (Aspen Heights) Event : 25 yr Subdivision\ENG\Drainage\prelim_drainage Storm ... Type III 24hr Tag : 25 LEVEL POOL ROUTING SUMMARY HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inf low HYG file NONE STORED -POND POST IN 25 Outflow HYG file NONE STORED -POND POST Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr . POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cfs cfs Starting Total Qout= .00 cf s Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inf low Peak Outflow Peak Elevat ion Peak Storage = MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN -Infiltrati on -HYG Vol OUT -Retained Vol 65 .21 cfs 9 .41 cfs 335 .80 ft 4 .477 ac-ft .000 8 .580 .000 8 .580 .000 at at OUT 25 12 .3000 hrs 13.3500 hrs Unrouted Vol -.000 ac-ft (.000% of Inflow Volume) S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Sys tems , Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Name .... POND POST OUT Tag: 25 Page 6 .100 Event : 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 25 POND ROUTED TOTAL OUTFLOW HYG ... HYG file HYG ID = POND POST OUT HYG Tag 25 Peak Discharge Time to Peak HYG Volume 9 .41 cfs 13 .3500 hrs 8 .580 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment= .0500 hrs hrs Time on left represents time for first value in each row . 1.9000 2.1500 2 .4000 2 .6500 2 .9000 3 .1500 3 .4000 3 .6500 3 .9000 4 .1500 4 .4000 4 .6500 4 .9000 5.1500 5.4000 5.6500 5 .9000 6.1500 6.4000 6 .6500 6 .9000 7 .1500 7 .4000 7 .6500 7 .9000 8 .1500 8 .4000 8.6500 8.9000 9.1500 9 .4000 S/N: . 00 .02 .04 .12 .17 .23 .30 .34 .41 .48 .55 .59 .63 .70 . 76 .82 .88 . 93 . 99 1. 06 1.14 1.11 1. 30 1. 38 1. 41 1. 36 1. 47 1. 53 1. 58 1. 73 1. 93 Bentley PondPack (10 .00 .027 .00) .00 .02 .06 .13 .18 .24 .30 .35 .43 .49 .56 .60 .65 .71 . 77 .83 .89 . 94 1. 01 1. 08 1.14 1.16 1. 32 1. 40 1. 39 1. 36 1. 4 7 1. 56 1. 61 1. 77 1. 97 .00 .03 .08 .14 .19 .26 .31 .37 .44 .51 .57 .60 .66 . 72 .79 .84 .90 . 96 1. 02 1. 09 1.13 1. 20 1. 33 1. 41 1. 37 1. 39 1. 47 1. 57 1. 63 1. 81 2 .00 4 :59 PM .01 .04 .09 .15 .21 .27 .32 .38 . 45 .52 .58 . 61 . 67 .74 .80 .85 .91 . 97 1. 03 1.11 1.12 1. 24 1. 35 1. 43 1. 36 1. 42 1. 47 1. 57 1. 66 1. 85 1. 97 .01 .04 .11 .16 .22 .28 .33 .40 .47 .53 .58 . 62 .69 .75 .81 .86 . 92 .98 1. 05 1.12 1.11 1. 28 1. 37 1. 43 1. 36 1. 45 1. 50 1. 57 1. 70 1. 89 1. 93 Bentley Systems , Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Page 6 .100 Name .... POND POST OUT Tag: 25 Event : 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 25 POND ROUTED TOTAL OUT FLOW HYG ... HYG file HYG ID = POND POST OUT HYG Tag 25 Peak Discharge Time to Peak HYG Volume 9.41 cfs 13.3500 hrs 8.580 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------!-------------------------------------------------------------- 1.9000 I .00 .00 2 .1500 I .02 .02 2.4000 I .04 .06 2 .6500 I .12 .13 2 .9000 I .17 .18 3 .1500 I .23 .24 3.4000 I .30 .30 3.6500 I .34 .35 3 .9000 I . 41 .43 4.1500 I .48 .49 4.4000 I .55 .56 4.6500 I .59 . 60 4.9000 I . 63 . 65 5 .1500 I .70 .71 5. 4000 I .76 .77 5.6500 I .82 .83 5.9000 I .88 .89 6 .1500 I .93 .94 6.4000 I .99 1. 01 6.6500 I 1. 06 1. 08 6 .9000 I 1.14 1.14 7.1500 I 1.11 1.16 7.4000 I 1. 30 1. 32 7 .6500 I 1. 38 1. 40 7.9000 I 1. 41 1. 39 8 .1500 I 1. 36 1. 36 8 .4000 I 1. 47 1. 4 7 8.6500 I 1. 53 1. 56 8.9000 I 1.58 1. 61 9 .1500 I 1. 73 1. 77 9.4000 I 1. 93 1. 97 S/N : Bentley PondPack (10.00.027.00) .00 .03 .08 .14 .19 . 26 .31 .37 .44 .51 .57 .60 .66 . 72 .79 . 84 .90 .96 1. 02 1. 09 1.13 1. 20 1. 33 1. 41 1. 37 1. 39 1. 4 7 1. 57 1. 63 1. 81 2 .00 4 : 59 PM .01 .04 .09 .15 .21 . 27 .32 .38 .45 .52 .58 . 61 . 67 . 74 .80 .85 .91 . 97 1. 03 1.11 1.12 1. 24 1. 35 1. 43 1. 36 1. 42 1. 47 1. 57 1. 66 1. 85 1. 97 .01 .04 .11 .16 .22 .28 .33 .40 .47 .53 .58 . 62 . 69 .75 .81 .86 . 92 . 98 1. 05 1.12 1.11 1. 28 1. 37 1. 43 1. 36 1. 45 1. 50 1. 57 1.70 1. 89 1. 93 Bentley Systems , Inc. 5/28/2008 ( Type .... Pond Routed HYG (total out) Page 6.101 Name .... POND POST OUT Tag: File .... Z:\7000\7066 -Kyle View 25 (Aspen Heights) Event: 25 yr Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 25 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment= .0500 hrs hrs I Time on left represents time for first value in each row. ---------1 9.6500 I 1. 89 1. 89 9.9000 I 1. 93 1. 94 10.1500 I 1. 99 2.00 10.4000 I 2.03 2.04 10.6500 I 2.09 2.10 10.9000 I 2.14 2.20 11.1500 I 2.32 2.34 11.4000 I 2.41 2.43 11. 6500 I 2.52 2.54 11. 9000 I 2.69 2.76 12.1500 I 3.10 3.22 12.4000 I 3.78 4.37 12.6500 I 7.10 7.62 12.9000 I 9.01 9.21 13.1500 I 9.39 9. 40 13.4000 I 9.40 9.40 13.6500 I 9.39 9.39 13.9000 I 9.33 9.27 14.1500 I 9.02 8.95 14.4000 I 8.68 8.61 14.6500 I 8.33 8.26 14.9000 I 7.98 7.91 15.1500 I 7.63 7.57 15.4000 I 7.31 7.25 15.6500 I 6.99 6.92 15.9000 I 6.67 6.61 16.1500 I 6.36 6.30 16.4000 I 6.07 6.01 16.6500 5.80 5.74 16.9000 5.53 5.48 17.1500 5.29 5.25 17.4000 5.07 5.02 17.6500 4.86 4.82 17.9000 4.66 4.62 18.1500 4.48 4.44 18.4000 4.31 4.28 18.6500 4.16 4 .13 18.9000 4.03 4.00 19.1500 3.90 3.88 19.4000 3.80 3.78 19.6500 3. 72 3.70 19.9000 3.65 3.64 20.1500 3.61 3.60 20.4000 3.59 3.59 20.6500 3.57 3.57 S/N: Bentley PondPack (10.00.027.00) 1. 90 1. 95 2.01 2.05 2 .11 2.27 2.35 2. 45 2.57 2.82 3.33 5.09 8.08 9.36 9.40 9.40 9.39 9.21 8.89 8.54 8.19 7.84 7.50 7.18 6.86 6.54 6.24 5.96 5.69 5. 43 5.20 4.98 4.78 4.58 4.41 4.25 4 .11 3.98 3.86 3.77 3.68 3.63 3.60 3.58 3.57 4:59 PM 1. 91 1. 96 2.01 2.06 2.12 2.30 2.37 2.47 2. 61 2.90 3.45 5.81 8. 4 6 9.39 9.41 9.39 9.39 9.15 8.82 8.47 8.12 7.77 7.44 7.12 6.80 6.48 6.18 5.90 5.63 5.39 5.15 4. 94 4.74 4.55 4.37 4.22 4.08 3.95 3.84 3.75 3. 67 3.62 3.60 3.58 3.56 1. 92 1. 98 2.02 2.07 2.13 2.31 2.39 2.49 2. 64 2.99 3.56 6.47 8.77 9.39 9.41 9.39 9.39 9.09 8.75 8.40 8.05 7.70 7.37 7.05 6.73 6.42 6.12 5.85 5.58 5.34 5.11 4.90 4.70 4.51 4.34 4.19 4.05 3.93 3.82 3.73 3.66 3.61 3.60 3.58 3.56 Bentley Systems, Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Page 6.102 Name .... POND POST OUT Tag: 25 Event : 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 25 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 20 .9000 I 3 .56 3 .55 21.1500 3 .54 3 .54 21. 4000 3 .52 3 .51 21.6500 3 .50 3 .49 21 .9000 3 .48 3 .48 22 .1500 3 . 4 6 3 .45 22 .4000 3 .44 3 .43 22 .6500 3 .41 3 .41 22 .9000 3 .39 3 .39 23 .1500 3 .38 3 .37 23 .4000 3 .35 3 .35 23 .6500 3 .33 3 .32 23 .9000 3 .31 3 .30 24 .1500 3 .29 3 .28 24 .4000 3 .26 3 .25 24 .6500 3 .23 3 .22 24 .9000 3 .19 3 .19 25.1500 3 .15 3 .15 ·25.4000 3 .13 3 .12 25 .6500 3 .09 3 .09 25.9000 3 .06 3 .05 26.1500 3 .02 3 .02 26.4000 2.99 2 .98 26.6500 2 .95 2 .95 26.9000 2.92 2 .91 27 .1500 2.88 2 .88 27 .4000 2.85 2 .85 27 .6500 2 .82 2 .81 27.9000 2 .79 2 .78 28 .1500 2.75 2 .75 28.4000 2 . 71 2 .70 28 .6500 2 .68 2 . 67 28 .9000 2 . 64 2 .63 29 .1500 2 .61 2 .60 29 .4000 2 .57 2 .57 29 .6500 2.54 2 .53 29 .9000 2 .50 2 .50 30.1500 2 .47 2.46 30.4000 2 .43 2 .43 30.6500 2 .40 2 .39 30.9000 2 .36 2 .35 31 .1500 2 .32 2.31 31. 4000 2 .29 2 .28 31 .6500 2 .15 2.13 31 .9000 2 .12 2 .11 S/N : Bentley PondPack (10 .00 .027 .00) 3 .55 3 .54 3 .51 3 . 4 9 3 .47 3. 45 3 .43 3 .41 3 .38 3 .37 3 .34 3 .32 3 .30 3 .28 3 .24 3 .22 3 .18 3 .14 3 .12 3 .08 3 .04 3 .01 2 .98 2 .94 2 .90 2 .87 2 .84 2 .81 2 .77 2 .74 2 .70 2 .66 2 .62 2 .60 2 .56 2 .52 2 .49 2 .45 2. 42 2 .38 2 .34 2 .31 2 .25 2 .13 2 .10 4 :59 PM 3 .55 3 .53 3 .50 3 .49 3 .47 3 .45 3 .42 3 .4 0 3 .38 3 .37 3 .34 3 .31 3 .30 3 .27 3 .23 3 .21 3 .17 3 .14 3 .11 3 .07 3 .03 3 .01 2 . 97 2 .93 2 .90 2 .86 2 .83 2 .80 2 .77 2 .73 2 .69 2 .65 2 .62 2 .59 2 .55 2 .52 2 .48 2 .45 2 .41 2 .37 2 .34 2 .30 2 .21 2 .13 2 .10 3 .54 3 .53 3 .50 3 .48 3 . 46 3 .44 3 .42 3 .40 3 .38 3 .36 3 .33 3 .31 3 .29 3.26 3 .23 3 .20 3 .16 3 .13 3 .10 3 .06 3 .03 3 .00 2 . 96 2 .93 2 .89 2 .86 2 .83 2 .79 2.76 2 . 72 2 . 68 2 .65 2. 61 2 .58 2 .54 2 .51 2 .47 2 .44 2 .41 2 .37 2 .33 2 .30 2 .18 2 .12 2 .09 Bentley Systems , Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Page 6.102 Name .... POND POST OUT Tag: 25 Event: 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 25 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment= .0500 hrs hrs I Time on left represents time for first value in each row. ---------!--------------------------------------------------------------20.9000 I 3.56 3.55 21.1500 I 3.54 3.54 21. 4000 I 3.52 3.51 21.6500 I 3.50 3. 49 21.9000 I 3.48 3.48 22.1500 I 3. 4 6 3. 45 22.4000 I 3.44 3. 43 22.6500 I 3.41 3.41 22.9000 I 3.39 3.39 23.1500 3.38 3.37 23.4000 3.35 3.35 23.6500 3.33 3.32 23.9000 3.31 3.30 24.1500 3.29 3.28 24.4000 3.26 3.25 24.6500 3.23 3.22 24.9000 3.19 3.19 25.1500 3.15 3.15 ·25.4000 3.13 3.12 25.6500 3.09 3.09 25.9000 3.06 3.05 26.1500 I 3.02 3.02 26.4000 I 2.99 2.98 26.6500 I 2.95 2.95 26.9000 I 2.92 2.91 27.1500 I 2.88 2.88 27.4000 I 2.85 2.85 27.6500 I 2.82 2.81 27.9000 I 2.79 2.78 28.1500 I 2.75 2.75 28.4000 I 2. 71 2.70 28.6500 I 2.68 2. 67 28.9000 I 2.64 2.63 29.1500 I 2.61 2.60 29.4000 I 2.57 2.57 29.6500 I 2.54 2.53 29.9000 I 2.50 2.50 30.1500 I 2.47 2. 4 6 30.4000 I 2.43 2. 43 30.6500 I 2.40 2.39 30.9000 I 2.36 2.35 31.1500 I 2.32 2.31 31.4000 I 2.29 2.28 31.6500 I 2.15 2.13 31.9000 I 2.12 2.11 S/N: Bentley PondPack (10.00.027.00) 3.55 3.54 3.51 3.49 3.47 3. 45 3.43 3.41 3.38 3.37 3.34 3.32 3.30 3.28 3.24 3.22 3.18 3.14 3.12 3.08 3.04 3.01 2.98 2. 94 2.90 2.87 2.84 2.81 2.77 2.74 2.70 2.66 2. 62 2.60 2.56 2.52 2.49 2.45 2.42 2.38 2.34 2.31 2.25 2.13 2.10 4:59 PM 3.55 3.53 3.50 3.49 3.47 3.45 3.42 3. 40 3.38 3.37 3.34 3.31 3.30 3.27 3.23 3.21 3.17 3.14 3 .11 3.07 3.03 3.01 2.97 2.93 2.90 2.86 2.83 2.80 2.77 2.73 2.69 2.65 2.62 2.59 2.55 2.52 2.48 2. 45 2.41 2.37 2.34 2.30 2.21 2.13 2.10 3.54 3.53 3.50 3.48 3. 46 3.44 3.42 3. 40 3.38 3.36 3.33 3.31 3.29 3.26 3.23 3.20 3.16 3.13 3.10 3.06 3.03 3.00 2.96 2.93 2.89 2.86 2.83 2.79 2.76 2. 72 2.68 2.65 2.61 2.58 2.54 2.51 2.47 2.44 2. 41 2.37 2.33 2.30 2.18 2.12 2.09 Bentley Systems, Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Page 6 .103 Name .... POND POST OUT Tag: 25 Event : 25 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 25 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row . ---------!-------------------------------------------------------------- 32 .1500 I 2 .09 2 .08 32 .4000 I 2 .05 2 .05 32 .6500 I 2 .02 2 .02 32 .9000 I 1. 99 1. 99 33 .1500 I 1. 95 1. 94 33 .4000 I 1. 91 1. 90 33 .6500 I 1. 96 2 .00 33 .9000 I 1. 84 1. 80 34 .1500 I 1. 64 1. 61 34 .4000 I 1. 57 1. 54 34 .6500 I 1. 47 1. 42 34 .9000 I 1. 39 1. 43 35 .1500 I 1. 20 1.11 35 . 4000 I . 96 .89 35 .6500 I .58 .47 35 .9000 I .06 .04 SIN : Bentley PondPack (10 .00 .027 .00) 2 .07 2 .07 2 .04 2 .03 2 .01 2 .01 1. 98 1. 97 1. 93 1. 92 1 .89 1. 88 1 .97 1. 93 1. 75 1. 72 1. 59 1. 57 1. 4 9 1. 47 1. 37 1. 36 1. 40 1. 35 1.14 1.10 . 81 .73 .35 .27 .01 .00 4 :59 PM 2 .06 2 .03 2 .00 1. 96 1. 91 1. 92 1. 88 1. 68 1. 57 1. 4 7 1. 36 1. 30 1. 03 . 64 .16 Bentley Systems , Inc. 5/28/2008 Type .... Pond Routing Summary Page 6 .104 Name .... POND POST OUT Tag : 50 Event : 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 LEVEL POOL ROUTING SUMMARY HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\ Inflow HYG file NONE STORED -POND POST IN 50 Outflow HYG file NONE STORED -POND POST OUT 50 Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting ws Elev Starting Volume Starting Outflow Starting Infiltr. POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cfs cfs Starting Total Qout= .00 cfs Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow Peak Outflow Peak Elevation Peak Storage = MASS BALANCE (ac-ft ) + Initial Vol + HYG Vol IN -Infiltration -HYG Vol OUT -Retained Vol 76 .57 cfs 15 .00 cfs 336 .39 ft 5.181 ac-ft .000 10 .159 .000 10 .159 .000 at at 12 .3000 hrs 13 .1000 hrs Unrouted Vol -.000 ac-ft (.000% of Inflow Volume) S/N : Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Pond Routing Summary Page 6.104 Name .... POND POST OUT File .... Z:\7000\7066 -Kyle Tag: 50 View (Aspen Heights ) Event: 50 yr Subdivision\ENG\Drainage\prelim_drainage Storm ... Type III 24hr Tag: 50 LEVEL POOL ROU TING SUMMARY HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\ Inflow HYG file NONE STORED -POND POST IN 50 Outflow HYG file NONE STORED -POND POST OUT 50 Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting ws Elev Starting Volume Starting Outflow Starting Infiltr. POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-f t cfs cfs Starting Total Qout= .00 cfs Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inf low Peak Outflow Peak Elevation Peak Storage = MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN -Infiltration -HYG Vol OUT -Retained Vol 76.57 cfs 15.00 cfs 336.39 ft 5 .181 ac-ft .000 10.159 .000 10.159 .000 at at 12 .3000 hrs 13.1000 hrs Unrouted Vol -.000 ac-ft (.000% of Inflow Volume) S/N: Bentley PondPack (10.00.027 .00) 4:59 PM Bentley Systems, Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Name .... POND POST OUT Tag : 50 Page 6.105 Event : 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 POND ROUTED TOTAL OUT FLOW HYG ... HYG file HYG ID = POND POST OUT HYG Tag 50 Peak Discharge Time to Peak HYG Volume 15 .00 cfs 13 .1000 hrs 10.159 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment= .0500 hrs hrs Time on left represents time for first value in each row . 1 .6500 1 .9000 2 .1500 2 .4000 2 .6500 2 .9000 3 .1500 3 .4000 3 .6500 3 .9000 4 .1500 4.4000 4.6500 4.9000 5 .1500 5 .4000 5 .6500 5 .9000 6.1500 6.4000 6.6500 6.9000 7 .1500 7 .4000 7 .6500 7 .9000 8 .1500 8 .4000 8 .6500 8 .9000 9.1500 S/N : .00 .02 .08 .15 .21 .29 .35 .43 .51 .58 . 62 .70 .77 .84 .90 . 97 1. 04 1.10 1.14 1.12 1. 29 1. 36 1. 43 1. 36 1. 44 1. 48 1. 57 1. 64 1. 79 1. 97 1. 89 Bentley PondPack (10 .00 .027 .00) .00 .03 .09 .16 .23 .30 .36 . 45 .53 .59 . 64 . 71 .78 .85 . 92 .98 1. 05 1.11 1.13 1.15 1. 30 1. 38 1. 42 1. 36 1. 4 7 1. 51 1. 57 1. 66 1. 83 2 .00 1. 90 .00 .04 .11 .17 .25 .31 .38 .47 .55 .59 .65 .73 .80 .86 .93 1. 00 1. 06 1.12 1.13 1.19 1. 32 1. 39 1. 40 1. 36 1. 47 1. 54 1. 57 1. 69 1. 87 1. 96 1. 91 4 :59 PM .01 .04 .12 .1 9 .26 .32 . 4 0 . 4 8 .56 . 60 . 67 . 7 4 . 81 .88 . 94 1. 01 1. 07 1.14 1.12 1. 22 1. 33 1. 41 1. 38 1. 38 1. 47 1. 56 1. 59 1. 73 1. 90 1. 92 1. 92 . 02 .05 .14 .20 .28 .33 .42 .50 .58 . 61 .68 . 76 .82 .89 .96 1. 02 1. 09 1.15 1.11 1. 26 1. 35 1. 42 1. 36 1. 41 1. 47 1. 57 1. 61 1. 76 1. 94 1. 88 1. 93 Bentley Systems , Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Name .... POND POST OUT Tag: 50 Page 6.106 Event: 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment= .0500 hrs hrs I Time on left represents time for first value in each row. ---------1 9.4000 I l. 94 l. 95 9.6500 I 2.00 2.01 9.9000 I 2.04 2.05 10.1500 I 2.10 2 .11 10.4000 I 2.17 2.22 10.6500 I 2.32 2.34 10.9000 I 2.40 2.42 11. 1500 I 2.48 2.50 11. 4000 I 2.58 2.60 11. 6500 I 2.70 2.73 11. 9000 I 2.90 2. 96 12.1500 I 3.33 3. 46 12.4000 I 6.20 7.43 12.6500 I 11. 21 11. 93 12.9000 I 13.57 14.26 13.1500 14.93 14.77 13.4000 13.58 13.49 13. 6500 13. 07 12.95 13.9000 12.47 12.35 14.1500 11. 85 11. 73 14.4000 11. 23 11.11 14.6500 10.63 10.51 14.9000 10.07 9. 96 15.1500 9.52 9.42 15.4000 9.34 9.23 15.6500 8.83 8.74 15.9000 8.35 8.26 16.1500 7.89 7.80 16.4000 7.44 7.36 16.6500 7.05 6.97 16.9000 6.67 6.60 17.1500 I 6.33 6.26 17.4000 I 6.02 5.96 17.6500 I 5.73 5.67 17.9000 I 5. 46 5.41 18.1500 I 5.21 5.16 18.4000 I 4.97 4.93 18.6500 I 4.76 4.72 18.9000 I 4.57 4.53 19.1500 I 4.39 4.36 19.4000 I 4.25 4.22 19.6500 I 4 .11 4.08 19.9000 I 3.98 3.96 20.1500 I 3.87 3.86 20.4000 I 3.78 3.76 S/N: Bentley PondPack (10.00.027.00) l. 97 2.02 2.06 2.12 2.28 2.35 2.43 2.52 2.62 2.77 3.03 3.58 8. 62 12.50 14. 71 14.53 13. 39 12.83 12.23 11. 60 10.99 10.40 9.85 9.39 9.13 8.64 8.16 7.71 7.29 6.89 6.53 6.20 5.90 5.62 5.36 5.11 4.89 4.68 4.50 4.33 4.19 4.06 3.94 3.84 3.75 4:59 PM l. 98 2.02 2.07 2.12 2.30 2.37 2.45 2.54 2.64 2.81 3.13 4.05 9.40 12.96 14.94 14.24 13.29 12. 71 12.10 11. 4 8 10.86 10.29 9.74 9.39 9.03 8.54 8.07 7.62 7.21 6.82 6. 4 6 6.14 5.85 5.57 5.31 5.06 4.84 4.64 4. 4 6 4.30 4.16 4.03 3.91 3.82 3.73 l. 99 2.03 2.08 2.13 2.31 2.38 2. 46 2.56 2. 67 2.85 3.23 5.03 10.36 13.31 15.00 13.92 13.18 12.59 11.98 11. 35 10.74 10.18 9.63 9.39 8.93 8.44 7. 98 7.53 7.13 6.74 6.39 6.08 5.79 5.51 5.26 5.02 4.80 4.61 4.43 4.28 4.14 4.01 3.89 3.80 3. 72 Bentley Systems, Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Page 6.106 Name .... POND POST OUT Tag: 50 Event: 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 HYDROGRAPH ORDINAT ES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. --~------!-------------------------------------------------------------- 9 .4000 I l. 94 l. 95 9.6500 I 2.00 2 .01 9.9000 I 2.04 2 .05 10.1500 I 2.10 2 .11 10 .4000 I 2.17 2.22 10 .6500 I 2 .32 2 .34 10.9000 I 2.40 2 .42 11.1500 I 2.48 2 .50 11. 4000 I 2 .58 2 .60 11 . 6500 I 2 .70 2 .73 11.9000 I 2.90 2 .96 12.1500 I 3.33 3 .46 12 .4000 I 6 .20 7. 43 12 .6500 I 11 . 21 11. 93 12.9000 I 13 .57 14 .26 13 .1500 I 14 .93 14 .77 13.4000 I 13 .58 13. 49 13.6500 I 13.07 12.95 13.9000 I 12 .47 12.35 14.1500 I 11. 85 11. 73 14.4000 I 11. 23 11.11 14.6500 I 10 .63 10 .51 14.9000 I 10 .07 9 . 96 15.1500 I 9 .52 9.42 15.4000 I 9 .34 9.23 15 .6500 I 8.83 8.74 15.9000 I 8.35 8.26 16 .1500 I 7 .89 7 .80 16.4000 I 7.44 7.36 16.6500 I 7.05 6 .97 16.9000 I 6 .67 6.60 17.1500 I 6 .33 6.26 17.4000 I 6 .02 5 . 96 17.6500 I 5.73 5 .67 17.9000 I 5 .46 5 .41 18 .1500 I 5.21 5 .16 18.4000 I 4 . 97 4 .93 18 .6500 I 4.76 4.72 18.9000 I 4.57 4 .53 19.1500 I 4 .39 4.36 19 .4000 I 4 .25 4 .22 19 .6500 I 4 .11 4 .08 19 .9000 I 3.98 3 . 96 20.1500 I 3 .87 3 .86 20.4000 I 3 .78 3 .76 S/N : Bentley PondPack (10 .00.027.00) l. 97 2 .02 2.06 2.12 2 .28 2.35 2 .43 2 .52 2 .62 2.77 3 .03 3 .58 8.62 12.50 14 .71 14 .53 13.39 12.83 12.23 11. 60 10.99 10. 40 9.85 9 .39 9 .13 8.64 8.16 7 . 71 7 .29 6.89 6.53 6. 20 5 .90 5.62 5.36 5.11 4.89 4.68 4.50 4 .33 4.19 4.06 3 .94 3 .84 3 .75 4:59 PM l. 98 2 .02 2.07 2.12 2 .30 2.37 2.45 2 .54 2 .64 2 .81 3.13 4.05 9.40 12.96 14 .94 14.24 13.29 12.71 12.10 11. 48 10.86 10.29 9 . 74 9 .39 9 .03 8.54 8.07 7.62 7.21 6 .82 6.46 6 .14 5.85 5 .57 5 .31 5 .06 4.84 4 .64 4.46 4.30 4 .16 4 .03 3.91 3.82 3.73 l. 99 2.03 2 .08 2 .13 2 .31 2 .38 2. 4 6 2.56 2 .67 2 .85 3.23 5 .03 10.36 13 .31 15.00 13.92 13 .18 12.59 1 1 .98 11. 35 10 .74 10.18 9 .63 9 .39 8.93 8 .44 7.98 7.53 7 .13 6.74 6 .39 6.08 5.79 5.51 5 .26 5 .02 4.80 4 . 61 4.43 4 .28 4 .14 4.01 3.89 3.80 3 . 72 Bentley Systems, Inc. 5 /28/2008 ( ( Type .... Pond Routed HYG (total out) Page 6 .107 Name . . . . POND POST OUT Tag: 50 Event : 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 50 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------!-------------------------------------------------------------- 20 .6500 I 3 .70 3 .68 20 .9000 I 3 . 64 3 .63 21 .1500 I 3 .61 3 .60 21 .4000 I 3 .59 3 .59 21 .6500 I 3 .57 3 .57 21 .9000 I 3 .56 3 .55 22 .1500 I 3 .54 3 .54 22 .4000 3 .52 3 .52 22 .6500 3 .50 3 .50 22 .9000 3 .48 3 .48 23 .1500 3 . 4 6 3 .46 23 .4000 3 .44 3 .44 23 .6500 3 .42 3 .42 23 .9000 3 . 40 3 .39 24 .1500 3 .38 3 .38 24 .4000 3 .36 3 .35 24 .6500 3 .32 3 .32 24 .9000 3.29 3 .29 25 .1500 3.26 3 .25 25 .4000 3 .23 3 .22 25 .6500 3 .19 3 .18 25 .9000 3 .15 3 .15 26 .1500 3 .13 3 .12 26 .4000 3 .09 3 .08 26 .6500 3 .05 3 .05 26 .9000 3 .02 3 .01 27 .1500 2 .99 2 .98 27 .4000 2 .95 2 .95 27 .6500 2 .92 2 .91 27 .9000 2 .88 2 .87 28 .1500 2 .85 2 .84 28 .4000 2 .82 2 .81 28 .6500 2 .79 2 .78 28 .9000 2 .75 2 .74 29 .1500 2 . 71 2 .70 29 .4000 2 .67 2 . 67 29 .6500 2 .63 2 .63 29 .9000 2 .61 2 .60 30 .1500 2 .57 2 .56 30 .4000 2 .53 2 .53 30 .6500 2 .50 2 .49 30 .9000 2 . 46 2 .46 31.1500 2 .43 2 .43 31 .4000 2 .40 2 .39 31 .6500 2 .36 2 .35 S/N : Bentley PondPack (10 .00 .027 .00) 3 .67 3 .62 3 .60 3 .58 3 .57 3 .55 3 .54 3 .51 3 . 4 9 3 .48 3 .45 3 .43 3 .41 3 .39 3 .37 3 .34 3 .31 3 .28 3 .24 3 .22 3 .18 3 .14 3 .11 3 .08 3 .04 3 .01 2 . 97 2 .94 2 .90 2 .87 2 .84 2 .81 2 .77 2 .73 2 .69 2 .66 2 .62 2 .59 2 .56 2 .52 2 .49 2 .45 2 .42 2 .38 2 .34 4 :59 PM 3 .66 3 .61 3 .60 3 .58 3 .56 3 .55 3 .53 3 .51 3 .49 3 .47 3 .45 3 .43 3 .41 3 .39 3 .37 3 .33 3 .30 3 .27 3 .23 3 .21 3 .17 3 .14 3 .11 3 .07 3 .03 3 .00 2 .97 2 .93 2 .90 2 .86 2 .83 2 .80 2 .77 2 .73 2 .69 2 .65 2 . 62 2 .59 2 .55 2 .52 2 .48 2 .44 2 .41 2 .37 2 .33 3 .65 3 .61 3 .60 3 .58 3 .56 3 .55 3 .53 3 .50 3 .49 3 .47 3 .45 3 .42 3 .40 3 .38 3 .36 3 .33 3 .30 3 .27 3 .23 3 .20 3 .16 3 .13 3 .10 3 .06 3 .03 3 .00 2 .96 2 .92 2 .89 2 .86 2 .82 2 .79 2 .76 2 .72 2 .68 2 . 64 2 .61 2 .58 2 .54 2 .51 2 .47 2 .44 2 .40 2 .36 2 .33 Bentley Sy stems, Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Page 6.108 Name .... POND POST OUT Tag: 50 Event : 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 50 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row . ----------------------------------------------------------------------- 31 .9000 2 .32 2.31 32 .1500 2 .29 2 .27 32 .4000 2 .14 2 .13 32 .6500 2 .12 2 .11 32 .9000 2 .08 2 .08 33 .1500 2 .05 2 .04 33 .4000 2 .02 2.01 33 .6500 1. 99 1. 98 33.9000 1. 95 1. 94 34 .1500 1. 90 1. 90 34 .4000 1. 97 2 .00 34 .6500 1. 83 1. 78 34 .9000 1. 63 1. 60 35 .1500 1. 57 1. 52 35 .4000 1. 45 1. 40 35 .6500 1. 40 1. 43 35 .9000 1.17 1.12 36 .1500 . 94 .86 36 .4000 .56 . 43 36 .6500 .04 .03 S/N: Bentley PondPack (10 .00 .027 .00) 2 .31 2 .30 2 .24 2 .20 2 .13 2 .12 2 .10 2 .10 2 .07 2 .06 2 .04 2 .03 2 .01 2 .01 1. 98 1. 97 1. 93 1. 92 1. 89 1. 89 1. 96 1. 91 1. 7 4 1. 70 1. 58 1. 57 1. 48 1. 47 1. 36 1. 36 1. 38 1. 34 1.15 1. 08 .79 . 71 .33 .23 .00 4 :59 PM 2 .30 2 .17 2 .12 2 .09 2 .06 2 .02 2 .00 1. 96 1. 91 1. 93 1. 87 1. 67 1. 57 1. 4 7 1. 36 1. 29 1. 01 . 62 .14 Bentley Systems, Inc . 5/28/2008 Type .... Pond Routed HYG (total out ) Page 6 .108 Name .... POND POST OUT Tag: 50 Event : 50 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG \Drainage\prel im_drainage Storm ... TypeIII 24hr Tag : 50 HYDROGRAPH ORDINATES (cfs ) Time Output Time increment = .0500 hrs hrs Time on left repres ents time for first val ue in each row . ----------------------------------------------------------------------- 31 .9000 2.32 2 .31 32 .1500 2 .29 2.27 32.4000 2 .14 2.13 32.6500 2 .12 2 .11 32.9000 2 .08 2 .08 33 .1500 2.05 2 .04 33 .4000 2 .02 2 .01 33 .6500 1. 99 1. 98 33 .9000 1. 95 1. 94 34 .1500 1. 90 1. 90 34 .4000 1. 97 2.00 34 .6500 1. 83 1. 78 34.9000 1. 63 1. 60 35 .1500 1. 57 1. 52 35.4000 1. 45 1. 40 35 .6500 1. 40 1. 43 35 .9000 1.17 1.12 36 .1500 .94 .86 36 .4000 .56 . 43 36 .6500 .04 .03 S/N: Bentley PondPack (10.00 .027.00) 2 .31 2 .30 2.24 2 .20 2.13 2 .12 2 .10 2.10 2 .07 2 .06 2 .04 2 .03 2 .01 2 .01 1. 98 1. 97 1. 93 1. 92 1. 89 1. 89 1. 96 1. 91 1. 74 1. 70 1. 58 1. 57 1. 48 1. 47 1. 36 1. 36 1. 38 1. 34 1.15 1. 08 .79 .71 .33 .23 .00 4:59 PM 2 .30 2 .17 2 .12 2 .09 2 .06 2.02 2.00 1. 96 1. 91 1. 93 1. 87 1. 67 1. 57 1. 47 1. 36 1. 29 1. 01 . 62 .14 Bentley Systems, Inc . 5 /28/2008 ( ( ( Type .... Pond Routing Summary Page 6.109 Name .... POND POST OUT Tag: 100 Event: 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag : 100 LEVEL POOL ROUTING SUMMARY HYG Dir Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG\Drainage\ Inf low HYG file NONE STORED -POND POST IN 100 Outflow HYG file NONE STORED -POND POST Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. POND POST POND POST OUT 330 .00 .000 .00 .00 ft ac-ft cfs cfs Starting Total Qout= .00 cfs Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow Peak Outflow Peak Elevation Peak Storage = MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN -Infiltration -HYG Vol OUT -Retained Vol 86 .28 cfs 16 .80 cfs 336 .92 ft 5 .830 ac-ft .000 11. 514 .000 11 .514 .000 at at OUT 100 12 .3000 hrs 12 .9000 hrs Unrouted Vol -.000 ac-ft (.000% of Inflow Volume) S/N: Bentley PondPack (10 .00 .027 .00) 4 :59 PM Bentley Systems, Inc . 5/28/2008 Type .... Pond Routed HYG (total out) Page 6 .110 Name .... POND POST OUT File .... Z:\7000\7066 -Kyle Tag: 100 View (Aspen Heights) Event : 100 yr Subdivision\ENG\Drainage\prelim_drainage Storm ... Type III 24hr Tag: 100 POND ROUTED TOTAL OUTFLOW HYG ... HYG file HYG ID = POND POST OUT HYG Tag 100 Peak Discharge Time to Peak HYG Volume 16 .80 cfs 12 .9000 hrs 11. 514 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row . 1.4500 1. 7000 1 .9500 2 .2000 2 .4500 2 .7000 2 .9500 3 .2000 3 .4500 3 .7000 3 .9500 4 .2000 4 .4500 4 .7000 4.9500 5.2000 5.4500 5.7000 5.9500 6.2000 6.4500 6.7000 6.9500 7 .2000 7 .4500 7 .7000 7 .9500 8 .2000 8 .4500 8 .7000 8 .9500 S/N: .00 .02 .09 .16 .25 .32 . 41 .50 .58 . 63 . 71 .79 .87 . 94 1. 02 1. 09 1. 14 1.12 1. 28 1. 34 1. 40 1. 40 1. 36 1. 47 1. 52 1. 57 1. 67 1. 83 1. 99 1. 89 1. 93 Bentley PondPack (10 .00 .027 .00) .00 .03 .11 .18 .26 .33 .42 .52 .59 . 64 .73 .81 .88 . 96 1. 03 1.10 1.14 1.15 1. 29 1. 35 1. 41 1. 38 1. 37 1. 47 1. 55 1. 58 1. 70 1. 86 1. 99 1. 90 1. 95 .00 .04 .12 .20 .28 .35 .44 .54 . 60 . 66 .74 .82 .90 . 97 1. 05 1.11 1.13 1.19 1. 31 1. 37 1. 43 1. 36 1. 39 1. 47 1. 57 1. 60 1. 73 1. 89 1. 96 1. 91 1. 96 4:59 PM .01 .04 .14 .21 .30 .37 . 46 .56 .60 . 68 . 76 . 84 . 91 .99 1. 06 1.13 1.12 1. 22 1. 32 1. 38 1. 43 1. 36 1. 42 1. 47 1. 57 1. 62 1. 76 1. 92 1. 92 1. 92 1. 97 .01 .06 .15 .23 .31 .39 . 48 .57 . 61 .70 .78 .85 .93 1. 00 1. 07 1.14 1.11 1. 25 1. 33 1. 39 1. 41 1. 36 1. 45 1. 4 9 1. 57 1. 65 1. 79 1. 95 1. 89 1. 93 1. 98 Bentley Systems , Inc . 5/28/2008 Type .... Name .... File .... Storm ... Time hrs Pond Routed HYG (t otal out) Page 6.llO POND POST OUT Tag : 100 Z:\7000\7066 -Kyle View (Aspen Heights ) Event : 100 yr Subdiv ision\ENG \Dr ainage \prelim_drainage Type III 24hr Tag: 100 POND ROUTED TOTAL OUTFLOW HYG ... HYG file HYG I D = POND POST OUT HYG Tag 100 Peak Discharge Time to Peak HYG Volume 16 .80 c fs 12 .9000 hrs 11. 514 ac -ft HYDROGRAPH ORDINATES (cfs) Output Ti me incr ement = .0500 h rs I Time on left represents time f or fir st val ue i n each row. ---------!-------------------------------------------------------------- 1.4500 I .00 .00 l. 7000 I .02 .03 1.9500 I .09 . ll 2.2000 I .16 .18 2.4500 I .25 .26 2 .7000 I .32 .33 2 .9500 I .41 .42 3 .2000 I .50 .52 3.4500 .58 .59 3 .7000 . 63 . 64 3 .9500 . 71 .73 4.2000 .79 .81 4 .4500 .87 .88 4.7000 . 94 . 96 4.9500 l. 02 l. 03 5 .2000 l. 09 1.10 5 .4500 1.14 1.1 4 5 .7000 1.12 1.1 5 5 .9500 l. 28 l. 2 9 6 .2000 l. 34 l. 35 6 .4500 1. 40 1. 41 6.7000 1. 40 l. 38 6.9500 l. 36 l. 37 7 .2000 l. 47 l. 4 7 7 .4500 l. 52 1. 55 7 .7000 1. 57 l. 58 7 .9500 1. 67 1. 70 8 .2000 l. 83 1. 86 8 .4500 l. 99 1. 99 8 .7000 1. 89 1. 90 8 .9500 l. 93 1. 95 S/N : Bentley PondPack (1 0 .00.027.00) .00 .04 .12 .20 .28 .35 .44 .54 .60 .66 .74 .82 .90 .97 l. 05 l. ll 1.13 1.19 l. 31 l. 37 l. 43 l. 36 1. 39 l. 4 7 l. 57 l. 60 1. 73 l. 89 l. 96 l. 91 l. 96 4:59 PM .01 .04 .14 .21 .30 .37 .46 .56 .60 . 68 . 76 .84 .91 .99 l. 06 1.13 1.12 l. 22 1. 32 l. 38 l. 43 l. 36 1. 42 l. 47 l. 57 l. 62 l. 76 l. 92 l. 92 l. 92 l. 97 .01 .06 .15 .23 .31 .39 .48 .57 . 61 .70 .78 .85 .93 l. 00 l. 07 1.14 l. ll 1. 25 l. 33 l. 39 l. 41 1. 36 1. 45 1. 4 9 l. 57 1. 65 l. 79 l. 95 l. 89 1. 93 1. 98 Bentley Systems, Inc . 5 /28/2008 ( Type .... Pond Routed HYG (total out) Page 6.111 Name .... POND POST OUT Tag: File .... Z:\7000\7066 -Kyle View 100 (Aspen Heights) Event: 100 yr Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 100 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment= .0500 hrs hrs I Time on left represents time for first value in each row. -------!------------------------------------------------9.2000 I l. 99 2.00 2.01 2.02 9.4500 I 2.04 2.05 2.06 2.07 9.7000 I 2.09 2.10 2 .11 2.12 9.9500 I 2.14 2.19 2.25 2.29 10.2000 I 2.31 2.32 2.34 2.35 10.4500 I 2.38 2.40 2. 42 2.43 10.7000 I 2. 46 2.47 2.49 2.51 10.9500 I 2.54 2.56 2.58 2.60 11. 2000 I 2.63 2.66 2.68 2.70 11. 4500 I 2.75 2.78 2.80 2.83 11. 7000 I 2.88 2.92 2. 97 3.01 11. 9500 I 3.14 3.22 3.31 3.41 12.2000 I 3.73 4. 64 5.98 7.55 12.4500 I 10.51 12.05 13.41 15.32 12.7000 I 15.60 15. 71 15.86 16. 72 12.9500 I 16.80 16.80 16.80 16.80 13.2000 I 16.80 16.80 16.80 16.80 13.4500 I 16.67 16.31 15.95 15.77 13.7000 I 15. 72 15.69 15.66 15.63 13.9500 I 15.56 15.53 15.50 15.47 14.2000 I 15.40 15.37 15.33 15.29 14.4500 I 15.09 14.26 13.56 13.39 14.7000 I 13.03 12.86 12.69 12.52 14.9500 I 12.20 12.05 11. 89 11. 73 15.2000 I 11. 43 11. 29 11.15 11. 00 15.4500 I 10. 72 10.59 10.45 10.33 15.7000 I 10.07 9.95 9.82 9.70 15.9500 I 9. 45 9.39 9.39 9.39 16.2000 I 9.18 9.07 8.95 8.84 16.4500 I 8.62 8.51 8.41 8.30 16.7000 I 8.10 8.00 7.90 7.81 16.9500 I 7.62 7.53 7.44 7.36 17.2000 I 7.20 7.12 7.04 6. 96 17.4500 I 6.80 6. 73 6.65 6.58 17.7000 I 6.44 6.37 6.30 6.24 17.9500 I 6.11 6.05 5.98 5.92 18.2000 I 5.81 5.75 5.69 5.63 18.4500 I 5.52 5.47 5.41 5.36 18.7000 I 5.26 5.21 5.17 5.12 18.9500 I 5.03 4.98 4.94 4.90 19.2000 I 4.82 4.78 4.74 4.70 19.4500 I 4.63 4.59 4.55 4.52 19.7000 I 4.46 4.42 4.39 4.36 19.9500 I 4.30 4.28 4.25 4.22 20.2000 I 4.17 4.14 4.12 4.09 S/N: Bentley PondPack (10.00.027.00) 4:59 PM 2.03 2.08 2.13 2.30 2.37 2.44 2.53 2.62 2.72 2.85 3.07 3.53 9.21 15.48 16.80 16.80 16.80 15.74 15.60 15.44 15.26 13.21 12.36 11. 58 10.86 10.20 9.57 9.30 8.73 8.20 7.71 7.28 6.88 6.51 6.17 5.87 5.57 5.31 5.07 4.86 4.66 4.49 4.33 4.20 4.07 Bentley Systems, Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Page 6.112 Name .... POND POST OUT Tag: 100 Event: 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 100 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment= .0500 hrs hrs I Time on left represents time for first value in each row. -----------------------------------------20.4500 I 4.04 4.02 4.00 3.97 3.95 20.7000 I 3.93 3.91 3.89 3.87 3.85 20.9500 I 3.83 3.81 3.80 3.78 3.76 21.2000 I 3.75 3.73 3. 72 3.70 3.69 21. 4500 I 3.68 3.67 3.66 3.65 3.64 21. 7000 I 3.63 3.61 3.61 3.61 3.61 21.9500 I 3.60 3.60 3.60 3.59 3.59 22.2000 I 3.59 3.58 3.58 3.58 3.57 22.4500 I 3.57 3.57 3.56 3.56 3.56 22.7000 I 3.55 3.55 3.55 3.55 3.54 22.9500 I 3.54 3.54 3.54 3.53 3.53 23.2000 I 3.52 3.51 3.51 3.50 3.50 23.4500 I 3.50 3.49 3. 4 9 3.49 3.49 23.7000 I 3.48 3.48 3.47 3.47 3.47 23.9500 I 3.46 3.46 3. 45 3.45 3.44 24.2000 I 3.44 3.44 3. 43 3.42 3.42 24.4500 I 3.41 3.41 3. 40 3.39 3.39 24.7000 I 3.38 3.38 3.37 3.37 3.36 24.9500 I 3.35 3.34 3.34 3.33 3.32 25.2000 I 3.32 3.31 3.31 3.30 3.30 25.4500 I 3.29 3.28 3.27 3.27 3. 26 25.7000 I 3.25 3.24 3.23 3.23 3.23 25.9500 3.22 3.22 3.21 3.20 3.19 26.2000 3.19 3.18 3.17 3.16 3.15 26.4500 3.15 3.14 3.14 3.13 3.13 26.7000 3.12 3.12 3.11 3.10 3.09 26.9500 3.09 3.08 3.07 3.06 3.06 27.2000 3.05 3.04 3.03 3.03 3.02 27.4500 3.02 3.01 3.00 3.00 2.99 27.7000 2.98 2.98 2.97 2.96 2.95 27.9500 2.95 2.94 2.93 2.93 2.92 28.2000 2.91 2.90 2.90 2.89 2.88 28.4500 2.88 2.87 2.86 2.86 2.85 28.7000 2.84 2.84 2.83 2.83 2.82 28.9500 2.81 2.81 2.80 2.79 2.79 29.2000 2.78 2.77 2.77 2.76 2.75 29.4500 2.74 2.74 2.73 2. 72 2. 71 29.7000 2.70 2.70 2.69 2. 68 2.68 29.9500 2.67 2.66 2.65 2.65 2. 64 30.2000 2.63 2.62 2.62 2.61 2.61 30.4500 2.60 2.60 2.59 2.58 2.57 30.7000 2.57 2.56 2.55 2.54 2.53 30.9500 2.53 2.52 2.52 2.51 2.50 31. 2000 2.50 2.49 2.48 2.47 2.47 31. 4500 2. 46 2.45 2. 45 2.44 2.43 SIN: Bentley PondPack (10.00.027.00) 4:59 PM Bentley Systems, Inc. 5/28/2008 Type .... Pond Routed HYG (total out) Page 6 .112 Name .... POND POST OUT Tag: 100 Event: 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights ) Subdivision\ENG \Drainage\prelim_drainage. Storm ... TypeIII 24hr Tag: 100 HYDROGRAPH ORDINATE S (cfs) Output Time increment = .0500 hrs Time hrs Time on l eft represents time for first value in each row . 20 .4500 20 .7000 20 .9500 21.2000 21.4500 21. 7000 21 .9500 22.2000 22.4500 22.7000 22.9500 23 .2000 23 .4500 23.7000 23 .9500 24 .2000 24 .4 500 24.7000 24.9500 25.2000 25.4500 25.7000 25.9500 26.2000 26.4500 26.7000 26.9500 27.2000 27 .4500 27.7000 27 .9500 28 .2000 28.4500 28 .7000 28 .9500 29.2000 29 .4500 29.7000 29.9500 30.2000 30 .4500 30 .7000 30 .9500 31. 2000 31.4500 S/N: 4.04 3 .93 3 .83 3 . 7 5 3.68 3 .63 3 .60 3 .59 3.57 3 .55 3 .54 3.52 3.50 3 .48 3 .46 3.44 3 .41 3 .38 3 .35 3 .32 3 .29 3.25 3.22 3.19 3.15 3 .12 3.09 3 .05 3 .02 2 .98 2 .95 2.91 2.88 2.84 2.81 2 .78 2 .74 2 .70 2. 67 2 .63 2 .60 2 .57 2 .53 2.50 2 .46 Bentley PondPack (10 .00.027.00) 4 .02 3 .91 3.81 3.73 3 . 67 3 .61 3.60 3.58 3 .57 3.55 3.54 3 .51 3 .49 3 .48 3 . 46 3 . 4 4 3 . 41 3.38 3 .34 3 .31 3 .28 3.24 3.22 3 .18 3.14 3 .12 3 .08 3.04 3 .01 2 .98 2.94 2 .90 2 .87 2 .84 2.81 2 .77 2 .74 2 .7 0 2 .66 2 .62 2.60 2 .56 2 .52 2.49 2 . 45 4.00 3.89 3.80 3 . 72 3 .66 3 .61 3 .60 3 .58 3 .56 3.55 3 .54 3.51 3 . 4 9 3.47 3 .45 3. 43 3.40 3 .37 3 .34 3.31 3.27 3.23 3.21 3 .17 3 .14 3.11 3 .07 3.03 3.00 2 .97 2 .93 2 .90 2.86 2 .83 2.80 2.77 2 .73 2 .69 2.65 2.62 2.59 2 .55 2 .52 2 .48 2 . 45 4:59 PM 3.97 3 .87 3.78 3 .70 3.65 3.61 3 .59 3 .58 3.56 3 .55 3 .53 3.50 3 .49 3.47 3. 45 3 .42 3.39 3 .37 3.33 3.30 3 .27 3 .23 3 .20 3 .16 3 .13 3.10 3 .06 3.03 3.00 2 .96 2 .93 2 .89 2 .86 2.83 2 .79 2.76 2. 72 2.68 2.65 2 .61 2 .58 2 .54 2 .51 2 .4 7 2 .44 3.95 3.85 3 . 76 3 .69 3 . 64 3. 61 3 .59 3 .57 3 .56 3 .54 3.53 3 .50 3 . 49 3.47 3.44 3 .42 3 .39 3 .36 3 .32 3.30 3 .26 3 .23 3.19 3.15 3 .13 3.09 3 .06 3.02 2 .99 2 .95 2 .92 2 .88 2.85 2 .82 2 .79 2.75 2 .71 2.68 2.64 2.61 2 .57 2 .53 2 .50 2.47 2 .43 Bentley Systems, Inc. 5 /28 /2008 ( ( { Type .... Pond Routed HYG (total out) Name .... POND POST OUT Tag: 100 Page 6.113 Event : 100 yr File .... Z:\7000\7066 -Kyle View (Aspen Heights) Subdivision\ENG\Drainage\prelim_drainage Storm ... TypeIII 24hr Tag: 100 HYDROGRAPH ORDINATE S (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------!-------------------------------------------------------------- 31 .7000 I 2 .43 2 . 42 31 .9500 I 2 .39 2 .38 32 .2000 I 2 .35 2 .34 32 .4500 I 2 .31 2 .31 32 .7000 I 2 .28 2 .24 32 .9500 I 2 .13 2 .13 33 .2000 I 2 .11 2 .10 33 .4500 I 2 .08 2 .07 33 .7000 I 2 .05 2 .04 33 .9500 2 .02 2 .01 34 .2000 1. 98 1. 98 34 .4500 1. 94 1. 93 34 .7000 1. 90 1. 89 34 .9500 2 .00 1. 97 35 .2000 1. 79 1. 75 35 .4500 1. 61 1. 58 35 .7000 1. 53 1. 49 35 .9500 1. 41 1. 37 36 .2000 1. 43 1. 39 36 .4500 1.11 1.14 36 .7000 .88 . 81 36 .9500 .46 .34 37 .2000 .04 .00 S/N: Bentley PondPack (10 .00 .027 .00) 2 .41 2 .40 2 .37 2.37 2 .34 2 .33 2 .30 2 .30 2 .21 2 .18 2 .13 2 .12 2 .10 2 .09 2 .07 2 .06 2 .03 2 .03 2 .01 2 .00 1. 97 1. 96 1. 92 1. 91 1. 88 1. 92 1. 92 1. 88 1. 71 1. 67 1. 57 1. 57 1. 47 1. 4 7 1. 36 1. 36 1. 35 1. 30 1.10 1. 03 . 72 . 64 . 26 .16 .00 4:59 PM 2 . 40 2 .36 2 .32 2 .29 2 .15 2 .12 2 .08 2 .05 2 .02 1. 99 1. 95 1. 91 1. 96 1. 84 1. 64 1. 57 1. 46 1. 39 1.19 .95 .58 .05 Bentley Systems , Inc . 5/28/2008 Appendix A Index of Starting Page Numbers for ID Names -----0 ----- OUT ... 5 .01, 5 .04 OUT_lB ... 5 .10 , 5 .12 -----p ----- POND lB ... 4 . 01 , 6 . 01 POND lB IN 2 ... 6 .13 , 6.17, 6.21 , 6 .25 , 6 .29, 6 .33, 6 .34 , 6 .38 , 6 .39 , 6 .43, 6 .44 , 6 .48, 6 .49 , 6 .53 , 6 .54 POND POST ... 4 .02 , 6.58 POND POST IN 2 ... 6 . 70 , 6 . 74 , 6 .78 , 6 .82 , 6.86, 6 .90, 6 .91, 6 .94 , 6 .95 , 6.99, 6 .100 , 6 .104, 6 .105, 6.109, 6 .110 POST ... 2 .01 , 3 .01 POST 1 ... 2 .03, 3.02 POST lB ... 2.05 , 3 .03 POST 2 ... 2 .09, 3 .04 POST 3 ... 2 .13, 3 .05 PRE 1 ... 2 .17 , 3.06 PRE lB ... 2 .19, 3 .07 PRE 2 ... 2 .23 , 3.08 PRE 3 ... 2 .25 , 3 .09 -----w ----- Watershed ... 1 .01 S/N: Bentley PondPack (10 .00 .027 .00) 4 : 59 PM A-1 Bentley Systems , Inc . 5/28/2008 Appendix A Index o f Star ting Pa ge Nwnbers f o r ID Name s -----0 ----- OUT ... 5 .01, 5.04 OUT_lB ... 5 .10, 5 .12 -----p ----- POND l B ... 4.01, 6 .01 POND l B I N 2 ... 6 .13, 6 .17 , 6 .21, 6 .25, 6.29, 6 .33 , 6 .34 , 6.38, 6 .39, 6.43, 6 .44 , 6.48, 6 .49, 6.53, 6 .54 POND POS T ... 4 .02 , 6 .58 POND POST IN 2 ... 6.70, 6 .74 , 6 .78 , 6.82 , 6.86, 6 .90, 6.91, 6 .94 , 6 .95 , 6.99, 6.100 , 6.104, 6 .105, 6.109, 6.110 POST ... 2.01, 3 .01 POST 1 ... 2 .03 , 3 .02 POST lB ... 2.05, 3 .03 POST 2 ... 2.09, 3 .0 4 POST 3 ... 2 .13 , 3.05 PRE 1. . . 2 . 1 7 I 3 . 0 6 PRE lB ... 2 .19, 3 .07 PRE 2 ... 2 .23, 3 .08 PRE 3 ... 2 .25, 3 .09 -----w ----- Watershed ... 1 .01 S/N: Bentley PondPack (10 .00 .027 .00) 4:59 PM A-1 Bentley Systems , Inc . 5/28 /2008 ( ( Pre Developed Vs. Post Developed Hydrographs 50 \ 40 i l I 1 l 30 I I I ~ I \ \ ~ u: 20 \ I \ I \ \ I 10 J I I I I 0 8 10 11 12 13 14 15 16 17 18 19 Hydrograph Pre 18 vs Post 18 (through D 2 yr ------,·--------- 20 21 22 23 24 Time (hrs) 25 PRE 1B 2 ROUTE 20 26 27 28 29 30 31 32 33 34 35 36 37 ~ .2. 3: 0 u::: Hydrograph Pre 1 B vs Post 1 B (through Det. .· ) 10 yr 100 90 80 70 60 50 40 30 20 10 o +-~~~~~+-~--=-~~r-l--~~~~1--~~~~~1--~~~~---3o~~, 0 10 20 Time (hrs) PRE18 10 ROUTE 20 10 30 40 Hydrograph Pre 18 vs Post 18 {through De 50 yr 140 130 ) l 120 11 i I 110 I ; 100 l l 90 ! l 80 ~ I I PRE1B 50 ~ 70 ROUTE 20 50 l 60 I 50 40 30 20 10 ::--..... 0 0 10 20 30 40 Time (hrs) Hydrograph Pre 1 B vs Post 1 B (through Det. .d 100 yr 160 150 ~ 140 130 I 120 l I 110 100 90 ~ PRE1B 100 -2. :;: 80 ROUTE 20 100 0 u::: 70 60 50 40 30 20 10 0 A : ~ .,f 0 10 20 30 40 Time (hrs) ~ ~ u: Hydrograph JUNC PRE 2Yr 90 80 ~ 70 i J i i 60 f i I ! I 50 \ I 40 l \ 30 20 10 J ; o ~~~~~~~.....-~~=====--=::::::::_--+-~~~~~~-r~~~~~~~r---~~~~~----o 0 10 20 Time (hrs) JUNC POST 2 JUNC PRE 2 30 40 180 170 160 150 140 130 120 110 :§' 100 .s ~ 90 0 u:: 80 70 60 50 40 30 20 10 0 0 10 ~ n Hydrograph JUNC PRE 10 Yr 20 Time (hrs) JUNC POST 10 JUNC PRE 10 30 40 210 200 190 180 170 160 150 140 130 120 ~ 110 ~ ~ 0 100 u::: 90 80 70 60 50 40 30 20 10 0 J 0 10 Hydrograph JUNC PRE 25 Yr 20 Time (hrs) JUNC POST 25 JUNC PRE 25 30 40 260 110 100 90 10 0 0 / Hydrograph JUNC PRE 50Yr / 20 ~ Time(hrs) 10 JUNC POST 50 JUNC PRE 50 30 40 300 200 100 \ 10 Hydrograph JUNC PRE 100Yr 20 Time (hrs) 30 JUNC POST 100 JUNC PRE 100 40 19 18 17 16 15 14 13 12 11 '.§'" 10 "-~ u: o l---+-~~....-..... ==i:::'.::::;:::::::;_--<,___ 5 10 11 Hydrograph JUNC PRE 2 2Yr 12 13 14 15 Time{hrs) JUNC POST 2 2 JUNC PRE 2 2 16 17 18 19 20 21 22 23 24 25 26 ~ ~ u: 50 40 30 20 10 (\ ! \ I \ Hydrograph JUNC PRE2 10Yr oL-~-===~=;::=;::_::::~-+-~-+----<----.----.--.-+---======:=:'.==:====::::==:=::~ 4 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Time (hrs) JUNC POST 2 10 JUNC PRE 2 10 26 .£? ~ 3: 0 u::: 50 40 30 20 10 Hydrograph JUNC PRE 2 25 Yr o~--__,,_..~~-~::_:=::_.---+----+-+----+--+--+----<-----+----+-1-----+----+-+----+----+---+-----1---+----+-+----+--+--+----<-----+----+-1-----+----+-+----+--P- 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Time (hrs) JUNC POST 2 25 JUNC PRE 2 25 70 60 50 en 40 -u _. ~ 0 u.. 30 20 10 Hydrograph JUNG PRE 2 50 Yr 0 • I 1 I : ~ f 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Time (hrs) JUNG POST 2 50 JUNG PRE 2 50 ~ ~ 3: 0 u::: 80 70 60 50 40 30 20 10 Hydrograph JUNC PRE 2 100 Yr ~ o~.._~.,....,,...r1-:;::::;::::::::_-+-+--+-+---+-+--+-+--+-+--+-+-~==::::::::::::::=:::::=;~~~~: 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Time (hrs) JUNC POST 2 100 JUNC PRE 2 100 40 30 10 o+--+------........,"""""'~~ 5 6 7 8 9 10 11 12 Hydrograph JUNC PRE 2,3 2 Yr 13 14 15 16 17 Time (hrs) JUNC POST 2,3 2 JUNC PRE 2,3 2 18 19 20 21 22 23 24 25 26 27 90 80 70 60 40 30 20 10 Hydrograph JUNC PRE 2,3 10 Yr -- o -l--+--+-"l'-'1__,,"""":--;--,:..=:-t--+-+-+-t----1r---;--+--+-+-+--+--+--+--+--t--t--+-+--t--.._,t-t--+-+--+-+-+--+--+--t--+---P- 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Time (hrs) JUNC POST 2,3 10 JUNC PRE 2,3 10 :§' .2. $'. 0 u:::: 110 100 90 80 70 60 50 40 30 20 10 ~ Hydrograph JUNG PRE 2,3 25 Yr o .J--t..--+-+-_,....._"""""-:-~f=-t~-t--+--+--+--t-+--1--t-+---+--+--+--+-+-+-t---t-+--t--+--+--+--t-~1--1-+---+---+-__;=~~-: ,: r----i 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Time (hrs) JUNG POST 2,3 25 JUNG PRE 2,3 25 ~ ~ 3: 0 u::: 130 120 110 100 90 80 70 60 50 40 30 20 10 ~ ' I Hydrograph JUNC PRE 2,3 50 Yr 0 +----~~r-;~::;::::...+--t-+--+--t--+--+---t--t-+--t-i--t---+----+--t-+--+--t--+--+---t--t-+--t-i--t---+---t---+----..;=~::....., " : . : :___, 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Time (hrs) JUNC POST 2,3 50 JUNC PRE 2,3 50 ~ ~ 0 u:: 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 Hydrograph JUNC PRE 2,3 100 Yr ---o .!--r----..---+--!'-.,.-:-"!"-;-:~;;::::~---+--+--+-+-+--+--+--+-+-t-+-+--+-+--t-+--+--+--+-+-+-t--+--+-+--t-+~=;=::;:~~~, •. , :---i 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Time (hrs) JUNC POST 2,3 100 JUNC PRE 2,3 100 Flow Vs. Time Curve Volume Vs. Time Curve Elevation Vs. Time Curve Storm CAD Calculations Inlet Report Label ICalculatec Ground Rim Station Elevation Elevation (ft) (ft) I-DAB 3+21 339.00 l-DA7 3+47 339.00 l-DA6 6+33 340.45 l-DA4 10+22 344.30 l-DA2 12+88 347.35 l-DA1 13+25 347.60 1-DA3 10+48 344.30 l-DA5 6+59 340.45 l-DA6A 9+08 344.50 l-DA171 2+33 342.83 1-DA17J 3+24 343.80 l-DA18 3+32 341 .50 l-DA18E 4+23 343.00 l-DA16E 6+05 344.00 l-DA16J 6+31 344.00 l-DA18J 4+49 343.00 DP-Pos 4+77 331 .00 l-DA15 1+57 344.00 l-DA9 5+71 346.33 l-DA10 5+40 346.33 l-DA14 2+60 344.50 l-DA13 2+91 344.50 l-DA12 6+03 348.25 l-DA11 6+33 348.25 l-DA17 3+29 340.50 Title: Kyleview z:\ ... \eng\drainage\kyleview.stm 05/30/08 11 :59:10 AM (ft) 339.00 339.00 340.45 344.30 347.35 347.60 344.30 340.45 344.50 342.83 343.80 341 .50 343.00 344.00 344.00 343.00 331 .00 344.00 346.33 346.33 344.50 344.50 348.25 348.25 340.50 Sump Elevation (ft) 333.51 335.00 335.35 339.70 343.25 343.60 340.96 336.45 340.50 336.54 336.68 336.50 338.00 339.40 340.00 339.10 330.00 338.50 342.33 342.23 340.40 340.50 344.15 344.25 337.00 Scena. o:Base Inlet Report Area Inlet Inlet Time ~dditiona Known Inlet Inlet (acres) c CA of Flow Flow Location (acres; t::oncentratio (cfs) (cfs) (min) 1.30 0.74 0.96 18.62 0.00 0.00 Curb Unified TYC Recessed In Sag 0.32 0.74 0.24 10.00 0.00 0.00 Curb Unified TYC Recessed In Sag 2.86 0.74 2.12 20.49 0.00 0.00 Curb Unified TYC Recessed In Sag 0.47 0.74 0.35 10.00 0.00 0.00 Curb Unified TYC Recessed On Grad 1.50 0.74 1.11 24.45 0.00 0.00 Curb Unified TYC Recessed On Grad 0.41 0.74 0.30 10.00 0.00 0.00 Curb Unified TYC Recessed On Grad 0.43 0.74 0.32 18.86 0.00 0.00 Curb Unified TYC Recessed On Grad 0.36 0.74 0.27 10.00 0.00 0.00 Curb Unified TYC Recessed In Sag 1.84 0.74 1.36 29.16 0.00 0.00 Curb Unified TYC Recessed In Sag 0.59 0.96 0.57 10.00 0.00 0.00 Curb Unified TYC Recessed In Sag 0.38 0.96 0.36 10.00 40.07 0.00 Curb Unified TYC Recessed On Grad 1.59 0.56 0.89 10.00 0.00 0.00 Curb Unified TYC Recessed In Sag 0.45 0.96 0.43 10.00 0.00 0.00 Curb Unified TYC Recessed On Grad 0.20 0.96 0.19 10.00 0.00 0.00 Curb Unified TYC Recessed On Grad 2.38 0.81 1.93 17.29 0.00 0.00 Curb Unified TYC Recessed On Grad 0.94 0.76 0.71 10.00 0.00 0.00 Curb Unified TYC Recessed On Grad 0.00 0.00 0.00 0.00 0.00 16.80 Generic Default 100% In Sag 0.73 0.74 0.54 10.00 0.00 0.00 Curb Unified TYC Recessed In Sag 0.26 0.74 0.19 10.00 0.00 0.00 Curb Unified TYC Recessed In Sag 1.81 0.74 1.34 14.68 0.00 0.00 Curb Unified TYC Recessed In Sag 0.20 0.74 0.15 10.00 0.00 0.00 Curb Unified TYC Recessed On Grad 1.06 0.74 0.78 17.09 0.00 0.00 Curb Unified TYC Recessed On Grad 0.24 0.74 0.18 10.00 0.00 0.00 Curb Unified TYC Recessed On Grad 0.91 0.74 0.67 30.77 0.00 0.00 Curb Unified TYC Recessed On Grad 2.00 0.96 1.92 10.00 0.00 0.00 Grate 7066_Grate Inlet In Sag Bleyl & Associates © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Total 6ypassec Flow (cfs) 0.00 0.00 0.00 0.00 0.49 1.08 0.05 0.00 0.00 0.00 0.00 0.00 0.06 0.00 4.38 2.66 0.00 0.00 0.00 0.00 0.50 2.37 0.41 1.49 0.00 Total Capture Curb lnterceptec Efficienc~ Opening Flow (%) Length (cfs) (ft) 6.25 100.0 10.00 2.06 100.0 5.00 13.08 100.0 15.00 3.79 100.0 15.00 5.73 92.1 15.00 1.56 59.0 5.00 2.80 98.2 10.00 2.39 100.0 10.00 6.89 100.0 10.00 4.93 100.0 15.00 3.18 100.0 15.00 10.47 100.0 15.00 3.70 98.4 15.00 1.67 100.0 15.00 8.64 66.3 15.00 9.21 77.6 15.00 0.00 100.0 8.23 100.0 10.00 1.67 100.0 5.00 9.81 100.0 15.00 1.21 70.9 5.00 5.04 68.0 10.00 1.13 73.3 5.00 1.81 54.8 5.00 16.71 100.0 Project Engineer: Mark Savarino StormCAD v5.5 [5.5003] Page 1 of 1 Pipe Report 10 Year Calculations 100 Year Calculations APPENDIX D TECHNICAL DESIGN SUMMARY 15 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY The Cities of Bryan and College Station both require storm drainage design to follow these Unified Stormwater Design Guidelines. Paragraph C2 of Section Ill (Administration) requires submittal of a drainage report in support of the drainage plan (stormwater management plan) proposed in connection with land development projects, both site projects and subdivisions. That report may be submitted as a traditional prose report, complete with applicable maps, graphs, tables and drawings, or it may take the form of a "Technical Design Summary". The format and content for such a summary report shall be in substantial conformance with the description in this Appendix to those Guidelines. In either format the report must answer the questions (affirmative or negative) and provide, at minimum, the information prescribed in the "Technical Design Summary" in this Appendix. The Stormwater Management Technical Design Summary Report shall include several parts as listed below. The information called for in each part must be provided as applicable . In addition to the requirements for the Executive Summary, this Appendix includes several pages detailing the requirements for a Technical Design Summary Report as forms to be completed. These are provided so that they may be copied and completed or scanned and digitized . In addition, electronic versions of the report forms may be obtained from the City. Requirements for the means (medium) of submittal are the same as for a conventional report as detailed in Section Ill of these Guidelines. Note: Part 1 -Executive Summary must accompany any drainage report required to be provided in connection with any land development project, regardless of the format chosen for said report. Note: Parts 2 through 6 are to be provided via the forms provided in this Appendix. Brief statements should be included in the forms as requested, but additional information should be attached as necessary. Part 1 -Executive Summary Report Part 2 -Project Administration Part 3 -Project Characteristics Part 4 -Drainage Concept and Design Parameters Part 5 -Plans and Specifications Part 6 -Conclusions and Attestation STORMWATER MANAGEMENT TECHNICAL DESIGN SUMMARY REPORT Part 1 -Executive Summary This is to be a brief prose report that must address each of the seven areas listed below. Ideally it will include one or more paragraphs about each item. 1. Name, address, and contact information of the engineer submitting the report, and of the land owner and developer (or applicant if not the owner or developer). The date of submittal should also be included. 2. Identification of the size and general nature of the proposed project, including any proposed project phases. This paragraph should also include reference to STORMWATER DESIGN GUIDELINES Effective February 2007 Page 1 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised Februarv 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY applications that are in process with either City: plat(s), site plans, zoning requests, or clearing/grading permits, as well as reference to any application numbers or codes assigned by the City to such request. 3. The location of the project should be described. This should identify the Named Regulatory Watershed(s) in which it is located, how the entire project area is situated therein, whether the property straddles a watershed or basin divide, the approximate acreage in each basin, and whether its position in the Watershed dictates use of detention design. The approximate proportion of the property in the city limits and within the ET J is to be identified, including whether the property straddles city jurisdictional lines. If any portion of the property is in floodplains as described in Flood Insurance Rate Maps published by FEMA that should be disclosed. 4. The hydrologic characteristics of the property are to be described in broad terms: existing land cover; how and where stormwater drains to and from neighboring properties; ponds or wetland areas that tend to detain or store stormwater; existing creeks, channels, and swales crossing or serving the property; all existing drainage easements (or ROW) on the property, or on neighboring properties if they service runoff to or from the property. 5. The general plan for managing stormwater in the entire project area must be outlined to include the approximate size, and extent of use, of any of the following features: storm drains coupled with streets; detention I retention facilities; buried conveyance conduit independent of streets; swales or channels; bridges or culverts; outfalls to principal watercourses or their tributaries; and treatment(s) of existing watercourses. Also, any plans for reclaiming land within floodplain areas must be outlined. 6. Coordination and permitting of stormwater matters must be addressed. This is to include any specialized coordination that has occurred or is planned with other entities (local, state, or federal). This may include agencies such as Brazos County government, the Brazos River Authority, the Texas A&M University System, the Texas Department of Transportation, the Texas Commission for Environmental Quality, the US Army Corps of Engineers, the US Environmental Protection Agency, et al. Mention must be made of any permits, agreements, or understandings that pertain to the project. 7. Reference is to be made to the full drainage report (or the Technical Design Summary Report) which the executive summary represents. The principal elements of the main report (and its length), including any maps, drawings or construction documents, should be itemized. An example statement might be: "One __ -page drainage report dated ___ , one set of construction drawings ( __ sheets) dated , and a ___ -page specifications document dated comprise the drainage report for this project." Part 2 -Project Administration I Start (Page 2.1) Engineering and Design Professionals Information STORMWATER DESIGN GUIDELINES Effective February 2007 Page 2 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Engineering Firm Name and Address: Jurisdiction Bleyl & Associates, Inc. City: Bryan 1722Broadmoor, Suite 210 Bryan, Texas 77802 x College Station Date of Submittal: June 2, 2008 Lead Engineer's Name and Contact lnfo.(phone, e-mail, fax): Other: Sam Vernon, P.E. e-mail: svernon@bleylengineering.com, fax: (979) 260-3849 Supporting Engineering I Consulting Firm(s): Other contacts: Devel oper I Owner I Appl icant Information Developer I Applicant Name and Address: Phone and e-mail: It'll., 'llCtrJ l'snt'r'ES, &.~ (.'t'1~)Tl6'-1.t\00 11-.a. Mo40Mod, ~Te . z., i.. PQ.v\L. Q ,M.....-.111\~·'-Clll\ ••..,.w,n 1"19o~ Property Owner(s) if not Developer I Applicant (&address): Phone and e-mail: Project Identificati on Development Name: Kyle View Estates Is subject property a site project, a single-phase subdivision, or part of a multi-phase subdivision? Single-Phase Subdivision If multi-phase, subject property is phase of Legal description of subject property (phase) or Project Area: (see Section II , Paragraph B-3a) 45.193 acre Tract Robertson Stevenson League, A-54 John Childress Survey, A-92 Andrew McMahan Survey, A-167 Brazos County, Texas If subject property (phase) is second or later phase of a project, describe general status of all earlier phases. For most recent earlier phase Include submittal and review dates. General Location of Protect Area, or subject property \phaset The property lies on t e Southeastern portion of t e Col ege Station city limits. The site lies south of Capstone Dr. approximately 1/4 mile West from the intersection of FM 2154 and Capstone Dr. In City Limits? Extraterritorial Jurisdiction (acreage): Bryan: acres. Bryan: College Station: College Station: 45.193ac acres. Acreage Outside ET J: Part 2 -Project Administration I Continued (page 2.2) Project Identification (continued) STORMWATER DESIGN GUIDELINES Effective February 2007 Page 3 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised Februarv 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Roadways abutting or within Project Area or Abutting tracts, platted land, or built subject property: Project area is bound to the north by Capstone Dr. for approx. develo.fments:Area is bound by the following Rl568 -Sue Thomas-1422 Buggy Ln (S) l,450ft . Wellborn road bounds the R4130 1-Sue Thomas-14310 Cheyenne Dr(SE) Rl5682-Larry McGee -4000 Cody Dr (S ) project on the west side for approx . Rl5683-Daniel Buck-Tr 28.1, Ac 7.5 (S) 900ft. Rl5660-Scientifi c Inquir1:, Inc.-Tr. 4.2, Ac 18. 1 (W) R8 4559-Don I vey-Tr. 4 .2, Ac 40 (NW) Named Regulatory Watercourse(s) & Watershed(s): Tributary Basin(s): Pe-Ac.A-\ ~~ ~Et.uLA-r~..J W~TE"RS~ED A "TR \~uTAR-1 ~ PEAC,\-\ dlE~~ Plat Information For Project or Subject Property (or Phase) Preliminary Plat File#: o,-oosoo3'2..<1 Final Plat File #: rJ IA Date: NIA Name: K.-JLE V1€W t"s.1A-rc.S Status and Vol/Pg: If two plats, second name: File#: Status: Date: Zoning Information For Project or Subject Property (or Phase) Zoning Type: Existing or Proposed? Case Code: Case Date Status: Zoning Type: Existing or Proposed? Case Code: Case Date Status: Stormwater Management Planning For Project or Subject Property (or Phase) Planning Conference(s) & Date(s): Participants: /Jo.Jr: N/A. Preliminary Report Required? N/A.. Submittal Date N/A. Review Date NIA Review Comments Addressed? Yes --No --In Writing? Ai/A When? NIA Compliance With Preliminary Drainage Report. Briefly describe (or attach documentation explaining) any deviation(s) from provisions of Preliminary Drainage Report, if any. NIA Part 2 -Project Administration I Continued (page 2.3) Coordination For Project or Subject Property (or Phase) STORMWATER DESIGN GUIDELINES Effective February 2007 Page 4 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised Februarv 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Note: For any Coordination of stormwater matters indicated below, attach documentation describing and substantiating any agreements, understandings, contracts, or approvals. Coordination Dept. Contact: Date: Subject: With Other N/A Departments of NIA Jurisdiction City (Bryan or Al/A College Station) tJ/A Coordination With Summarize need(s) & actions taken (include contacts & dates): Non-jurisdiction NIA City Needed? Yes No ../ -- Coordination with Summarize need(s) & actions taken (include contacts & dates): Brazos County Al/A. Needed? Yes --No ~ Coordination with Summarize need(s) & actions taken (include contacts & dates): TxDOT Needed? N/A Yes No v' -- Coordination with Summarize need(s) & actions taken (include contacts & dates): TAMUS Needed? NIA Yes No .,/ -- Permits For Project or Subject Property (or Phase) As to stormwater management, are permits required for the proposed work from any of the entities listed below? If so, summarize status of efforts toward that objective in spaces below. Entity Permitted or Status of Actions (include dates) Approved? US Army Crops of AJIA. N /A Engineers No _£___ Yes - US Environmental AJ/f\ /J/A Protection Agency No ../ Yes - Texas Commission on IJ /A IJ/4 Environmental Quality No _L._ Yes -- Brazos River IJ/A N /A. Authority No __L_ Yes - Part 3 -Property Characteristics I Start (Page 3.1) Nature and Scope of Proposed Work STORMWATER DESIGN GUIDELINES Effective February 2007 Page 5 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised Februarv 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Yes Reference the study (&date) here, and attach copy if not already in City files. -- Is the stormwater management plan for the property in substantial conformance with the earlier study? Yes No If not, explain how it differs. No If subject property is not part of multi-phase project, describe stormwater management ../ plan for the property in Part 4 . --If property is part of multi-phase project, provide overview of stormwater management plan for Project Area here. In Part 4 describe how plan for subject property will comply therewith. Do existing topographic features on subject property store or detain runoff? ~ No --Yes Describe them (include approximate sizeG volume, outfall, model, etc). 1~.\~ ;s co~L-~ ot.lt= £1'\ST1"1 ,, \'>c...1~ "1 S\""1"E' n\l\_"t" ~A1"15 FvLL M.,OS o~ 1 \-\e: ueAR.. -r~elU: \ "5 ,Jo O~S\"'"1e1:> DIJT"FALL A'-1 D T-.l€"1!£r'O~ I I S ASSuMFC> ~Pl:\ ''* QN <) C>oES "°'OT" DFIA 11-J (<0"10fi::. Any known drainage or flooding problems in areas near subject property? ~ No --Yes Identify: Based on location of study property in a watershed, is Type 1 Detention (flood control) needed? (see Table B-1 in Appendix B) _L_ Detention is required. Need must be evaluated. __ Detention not required. -- What decision has been reached? By whom? If the need for tJ/A Type 1 Detention How was determination made? must be evaluated: fJ/A Part 3 -Pro~ert~ Characteristics I Continued (Page 3.3) Hydrologic Attributes of Subject Property (or Phase) (continued) Does subject property straddle a Watershed or Basin divide? ____L_ No --Yes If yes, describe splits below. In Part 4 describe design concept for handlinQ this. Watershed or Basin STORMWATER DESIGN GUIDELINES Effective February 2007 Page 7 of 26 I Larger acreage I Lesser acreage I I APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Above-Project Areas(Section II, Paragraph 83-a) Does Project Area (project or phase) receive runoff from upland areas? __ No _L_ Yes Size(s)ofarea(s)inacres: 1) 1'8.lq 2) 3) 4) __ _ Flow Characteristics (each instance) (overland sheet, shallow concentrated, recognizable concentrated section(s), small creek (non-regulatory), regulatory Watercourse or tributary); ··~E A~'1e ¥"\l.D:ft::C-'T' ~f\'<; FLOW c~Ee.IS'nc 'S A{l£ \>.,P6E"{) DN ~ bo.J<;1T°'{ ~\()a.l"fl,._. W\n-\ AVEU.AG.E Sl..O~"> C/J 1..0'T"S GO.~ ~ U>,COO Fr~. l""~E: ov~c s~en:·L.OW '\Nl\C> ASSOW\ro -cc fi...cw .:soo """· l\T •>¥n" l>ohJT r.,-Tue.Niro ""n:. ~~OIJ CbiJc.e~ -S:l.C\.Ll 1"0V-. &\Pf'CU>'f.. act,~. -n-%EtJ FU.\UEO T *\RDU6t\ ;II Se~IE'5 OF R..o~ '5.IO E O\"'t"L~ ~ A-~Pit-Oll. ~as; FT. Tl\E F1..ow THE"' EllJT~ I:\ 31o " OV\ P w ~ 1T T~N i=i..ow e-a o.J "nlE S\IPU"e-£T ~ ~. Flow determination: Outline hydroloQic methods and assumptions: ?k l)E"e-t...oPEO 1=~ ~~s M OOa.EX:l ""-$I~ &b.trd c>otJC C>t\<..ic:.. \.,.)E16 ltre'O C.1.HWE dc;Mgll.$ WElt.(;: Foul.JO {);.A$!;<[) ot.J t.ow DEJv-Srr'/ PES"•Oe\JTIA1.. 'll'lO "'~~ Gt~'S'-'k.10 -n .... e: 01= co...;c..t3.JT'AA-"n°"' CAL.LULAT1CN"l. ...,~ ei.~EO Ol-1 tnl\Wt..l•A.IC.'<:. N Foll. Otous~ 6ill\'S5 AL.co.JC. ~E t..C"-' OE"N.S1T'f :u;S.\CEJV'Tlt'tC.. .S1TE As u.J£\.L ~ -n-\E ~A-0 SH:>E D \'TC. 14E'S . Does storm runoff drain from public easements or ROW onto or across subject property? __ No ~Yes If yes , describe facilities in easement or ROW: C.U2.4!-E~ ~Ale.FF o..l l\\E .S l)T~~ ~L'F o~ Cf'ri'S·r.,,.u: ()~·. s'-'an-Ft.cws c i:: o F ~k PAVE'tY\G¥-iT ~NO ()NT"O ~€" ~i..ose<...,.-~. Are changes in runoff characteristics subject to change in future? Explain .,-\\E c.U(UtEIJf OE"El.O~~ 0"1 Tl-\iS. Al..(?,e'¥.1 \S LOW Pe1'l'i!t't'-l '2...E51r>€M1P,\-e,E.U'IV~E OF -n\lS ,-r I'S. AjoT ~\C.iS¥\'rE0 • .,..,~.,.-~IV OF F C..~€'P-lST1c_<;; vJll,..L ~ $Ui'.j EL.T 0 TO C.\.\~ INT~ 'FUTUil.E, Conveyance Pathways (Section 11 , Paragraph C2) Must runoff from study property drain across lower properties before reaching a Regulatory Watercourse or tributary? No / Yes Describe length and characteristics of each conveyance pathway(s). Include ownership of property(ies). 1t-\C ~u.loFF rlZ.OP\ ~ ·001EO P~"az..:r-/ ~\...Dw~ ~a::~ -re-~H i=ooQ.. COtJVE'i'\NQ ~11\WA'/~ "Tl-\ ~"'--V1eJ ttT'C5 STObw\ ser.iEtt-S.'4~ Hf~ ~ s ~ -r0 c4'U2-'/ eitnt.A PoS o~a.ot>k-""(), w r\1c..E ~ P~ nn DES c;.tJ lk..$0 £.Au..S Fo&!. THE° ·POST t)81ELOl't1) HX>...) •-.I E'AC,.1-t OILA1..,lt6c ~"TO -~ ~LC..:> OFF SITE' l'l·r A 12.AT(;' ~"...j OIF ~e Pe..e OEV~LOPE'O 12m"E. ~s ~ ~ t...'T 01:' Tl-\E \.)fl)()EoV(:Ll>PEO fi.C\o) otA-itJIN4 OFFSIT~ o ve-cz_ ~o a.. P--\.huA--t ; s:.o~e... L.O-r owAJe-cu;; E't{f'\~ SC'Y\ ~ ... o"" A£..ll-05;S TI.\W\R ~~ li!'C<~· \>\\S PR.I? ()~"\£ -~CPE'C 02-1"-)1)..)~G., rn;qp AN &f ~EEN IA.I APP€11lQ1..: B , Part 3 -Pro~ert~ Characteristics I Continued (Page 3.4) Hydrologic Attributes of Subject Property (or Phase) (continued) Conveyance Pathways (continued) Do drainage If yes, for what part of length? % Created by? __ plat, or easements __ instrument. If instrument(s), describe their provisions. exist for any part of STORMWATER DESIGN GUIDELINES Effective February 2007 Page 8 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Existing: Land proposed for development currently used, including extent of impervious cover? ·me: P~ccre:-cr ~eA \S G\.)~~L-/ us \'.:) As U~t:>ev~~Et> P~u~ ~D . Site __ Redevelopment of one platted lot, or two or more adjoining platted lots. Development __ Building on a single platted lot of undeveloped land. Project __ Building on two or more platted adjoining lots of undeveloped land . (select all __ Building on a single lot, or adjoining lots, where proposed plat will not form applicable) a new street (but may include ROW dedication to existing streets). __ Other (explain): Subdivision __ Construction of streets and utilities to serve one or more platted lots. Development _:L_ Construction of streets and utilities to serve one or more proposed lots on Project lands represented by pending plats. Site projects: building use(s), approximate floor space, impervious cover ratio. Describe Subdivisions: number of lots by general type of use, linear feet of streets and Nature and drainage easements or ROW. -n\E .SL.OPE o n\IS ~CI:S"El..T tAlGWC>ES Size of n\€ C.01\lSTRUCnorJ 01= P~1.VGi, Wi4TER . SIOli!..M .:SS\Jeit . A"lt~ "Sl\tJ'1'~i Pro12osed SEW~ ~-n..\vJ ~~LE v1 EW E.ST~TES . l\ \crn<tt .... OF '2> C.OW\Me:t!.IA l- L.Dts AAE C.0"11'~1tJE"O \oJ :T\\-1"'1 ~ P&LD::rec....1" A~. ~Es.E Project LDTS Cf\"1 ~ sez:::N ON T\\E P~UMIN~-4 Pl.A\ ON t::lL~ W \T\-\ 1\\-E c.....n'-/. Is any work planned on land that is not platted If yes, explain: or on land for which platting is not pending? N /l>I. ./ No Yes ---- FEMA Floo dplains Is any part of subject property abutting a Named Regulatory Watercourse I No __ Yes _:!__ (Section 11, Paragraph B1) or a tributary thereof? Is any part of subject property in floodplain INo2_ Yes Rate Map '-ISO 4-\ coz. OOC area of a FEMA-regulated watercourse? -- Encroachment( s) Encroachment purpose(s): __ Building site(s) __ Road crossing(s) into Floodplain areas planned? __ Utility crossing(s) __ Other (explain): No ../ -- Yes -- If floodplain areas not shown on Rate Maps, has work been done toward amending the FEMA- approved Flood Study to define allowable encroachments in proposed areas? Explain. N/A Part 3 -Property Characteristics I Continued (Page 3.2) Hydrologic Attributes of Subject Property (or Phase) Has an earlier hydrologic analysis been done for larger area including subject property? STORMWATER DESIGN GUIDELINES Effective February 2007 Page 6 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised Februarv 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY pathway(s)? ./ No Pathway Areas Nearby Yes Where runoff must cross lower properties, describe characteristics of abutting lower property(ies). (Existing watercourses? Easement or Consent aquired?) (_.;"-..Q..aJT t>~N'it..C DrJ Srr-E Au...ows FO~ s "~ rc,.ovJ Tc LcwetL PtloQ~.-c:E?S ,,._, IV\C:.S"T CASES. n~e E\(.IS1'1/'Jo; .f"DN\) ..\<.V...ev~ Au..owS. Fe (l.. A S~w Co (.~ rl.Cw D"°FS TE'. "->~~ T\ f>o"1 C \-\1\S E:i'.C-Ea:>eQ lT'S G.IVeN VOUJMf . "T\-\E-:!>'E f'~ t>e\let.oV~ FLOWS Dve2. ~ PitD:S'l'LT'.S 'e,aUN.OA<t--1 ""ILL. C.O\lT1..Jtir> TO CC. Sb A'f"'T'e'a IL-/LI:; VlEV ~t\TES. 15 C.Ol'Y'\ PU?Tro . Describe any built or improved drainage facilities existing near the property (culverts, bridges, lined channels, buried conduit, swales, detention ponds, etc). "'T'H€ ONL-/ E'JllS /Nl'.'.1 oe.A1l\Jq.~e'" FA<:..ILIT-# DN S\Te' IS. A '.;lc.'1 CM P C0L-VaiT TH-A'T l\u..ows P.ll.A1"1A6E" Ml.oW\ .,-i.4E' ....to 2.T~ os:o CJ'H>STc"1€ ()CL, (.3'1'' LM I>-q DLF') Drainage 1--~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--< Facilities Do any of these have hydrologic or hydraulic influence on proposed stormwater design? __ No ~Yes If yes, explain: •l\\E FL.OW C..OV\'\ 11\ll. F(LoM -r\-\E "1oa::n\ t>F ~TcJE OR.. U1..."fl1"\i:nEL-/ e'FFecf'<. T&.+E"'"flfi\G:' Ot=" ('..O~lt..AT10.J Fi:>i.. 'T~T c<.tve-) ~ ~l=o~ IT" \S "'\'Et..e-~~'I 'Tb l'Y\OOE'L ·f'\.\E o~c=s,Tt: ~ AS we-"4. uJ o~ 'T"b <:£Vi'\ PA'(2.£ Pt-e"O€V€u::>Pen nows 11\.J\TM OS{" OEvELcPEQ l"U>t..'$. "n\E 0~1AJric.G ~2.€l\ MA'i) c.JW BE sceJ 1/\J ~p8J01'it B . Part 4 -Drainage Conce12t and Design Parameters I Start (Page 4.1) Stormwater Management Concept Discharge(s) From Upland Area(s) If runoff is to be received from upland areas, what design drainage features will be used to accommodate it and insure it is not blocked by future development? Describe for each area, flow section, or discharge point. STORMWATER DESIGN GUIDELINES Effective February 2007 Page 9 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY (...> ~~ lt.\)wOff 'it~fb Ai!J:>-" "p~ ~ FL-C>•._.S "T\~UC. ~ 4tJ e:ru:s.-r•t.l C., 'Sb" c.MI> C,UL\)EQ..."f". T..\IS. FLDVJ 1.Jlt..L ~8" ~OTlin FIZ.&.W\ T ~ C...V~ 11'!Tt. ~ tJ;!.o~ S"1"C~ s~ s'-lS"t"E'W°' ...lt..hC..lr\ WIU.-""O\eJ.l Ft..Du.J 1.UTO "n\~ PeTe:JJnol'J Pof-1t> .. "'f"'l.\t; F"Lov.I ~T tS R-0\.lT&?;C F(Z..0-"'l. 'T\~ .31o CW\P CA>t....Ve1!:X W Lt.. P.. ~~ -n\1t0ut.1% flt f(LO Pcsm s~A-\...2. Discharge(s) To Lower Property(ies) (Section 11, Paragraph E1) Does project include drainage features (existing or future) proposed to become public via platting? __ No ~Yes Separate Instrument? .../ No Yes Per Guidelines reference above, how will runoff be discharged to neighboring property(ies )? __ Establishing Easements (Scenario 1) __ Pre-development Release (Scenario 2) ~ Combination of the two Scenarios Scenario 1: If easements are proposed, describe where needed, and provide status of actions on each. (Attached Exhibit# ) A E'~~Etl O~tJ~ ensEmENr 1:s l\JteGFS.~M-1 FOt. T\~E: OUTFltt.L p,pe-CF OeTeJ..l't"t..,.J Po'-10 4>o~r. ·n4e ~elJT U>~'El\lrL-1 H-As e.EDJ 0\J.APTEO ~· AAS AJa.r "1ET ~FILED. Scenario 2: Provide general description of how release(s) will be managed to pre-development conditions (detention, sheet flow, partially concentrated, etc.). (Attached Exhibit# ) \'"\\-~ ~!!' O~ PcS't" OEVetbPE'O t='~ !JILL. ~ S"E"~Ft.o.,.) ~""' 'l'H'E' OiU'l1NAL..€ ~ ~O~e2..l'-1C. /H:i~l\U:Wf T~Ct'S. A-Lt... DT\\-E'R.. OU\1N-'-"'" ~ ~1;..& 1..irc S"To<Lll"\ :s a.. 1..J&.:e1:S J\"11:> '~' "TWo O 1aJ '1>A.1oS. . ..,,.'"' ne~ 01" l=Lo.J ~"" -rt-\€ Oel6JT'loN ~O'S WtLL B£ Le5IS THA>l ·al\£ P2.£ v-Et...c CC 'rLO\J.) , Combination: If combination is proposed , explain how discharge will differ from pre- development conditions at the property line for each area (or point) of release. '"€ Y'~El:>EVELOPe:Q S\\err' LCW 'FLOWS CFf'SrflS -ro FQU~ C\'Fl"'~ Po....n:S. l"l-IE C>e$ 4.J D~ ll->i LI!! V E""1 est'A-TE:S ..>IL.I-IK.L-Ov.> F'0'1. S ~ Ft.OU O'f' SON\£ LO"TS TO f'.l.E' LES!> "TW\-,.) n-\E:: ~C>eVeLc~ ~ ·rMe L~·-nc;N t.I"' oAJfE "*"" ~ OE"r~n...J 'i'o..Jo-s 1-\oweve-.r.. 1-l.)ILL ~~ F~'4l e.co4~ " CD'-)OVIT ALC#J A Oe.A-tN~~ ~sel'v\e.JT Al'PWIC. soon l.A#J4 ·n·llS Pc11>JT IS C>N£ OF "'°"~ l'tHA.JTS 111) .. Eile \"~Et.o~--0 c::v;ws. we'Lf' CC>l'V\Pi:tj2.EI:> W i'Tl-t Po .-r O€VE'l..of)£l) FLowS. If Scenario 2, or Combination are to be used, has proposed design been coordinated with owner(s) of receiving property(ies)? No ~ Yes Explain and provide documentation. C n;iJ 10.r.1 w • E c. '-'4 piu:,~ 'I owtJ& F (l.. '-'~ 0\)TB\U. ~\VE. 0 OETEN'flOA.I Po"'o Po'ST H a.~ OoAJE • A It.AN\!~ EAse'l'>l~T riAS ~ O~FT~ ~ /iJo -/eT FILED. Part 4 -Drainage Conce~t and Design Parameters j Continued (Page 4.2) Stormwater Management Concept (continued) Within Project Area Of Multi-Phase Project Will project result Identify gaining Basins or Watersheds and acres shifting: in shifting runoff AJIA. between Basins or between STORMWATER DESIGN GUIDELINES Effective February 2007 Page 10 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised Februarv 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Watersheds? ./ No What design and mitigation is used to compensate for increased runoff from gaining basin or watershed? N/A Yes How will runoff from Project Area be mitigated to pre- development conditions? Select any or all of 1, 2, and/or 3, and explain below. 1. __ With facility(ies) involving other development projects. 2. __ Establishing features to serve overall Project Area . 3. __ On phase (or site) project basis within Project Area. 1. Shared facility (type & location of facility; design drainage area served; relationship to size of Project Area): (Attached Exhibit# ) N/A 2. For Overall Project Area (type & location of facilities): (Attached Exhibit# ) /IJ /A 3. By phase (or site) project: Describe planned mitigation measures for phases (or sites) in subsequent questions of this Part. Are aquatic echosystems proposed? ~No __ Yes In which phase(s) or project( s )? "'I A Are other Best Management Practices for reducing stormwater pollutants proposed? / No __ Yes Summarize type of BMP and extent of use : 1-1 /A If design of any runoff-handling facilities deviate from provisions of B-CS Technical Specifications, check type facility(ies) and explain in later questions. __ Detention elements __ Conduit elements __ Channel features __ Swales __ Ditches __ Inlets __ Valley gutters __ Outfalls __ Culvert features __ Bridges Other Part 4 -Drainage Conce~t and Design Parameters I Continued (Page 4.3) Stormwater Management Concept (continued) Within Project Area Of Multi-Phase Project (continued) Will Project Area include bridge(s) or culvert(s)? ~No __ Yes Identify type and general size and In which phase(s). STORMWATER DESIGN GUIDELINES Effective February 2007 Page 11 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DE SIGN SUMMARY If detention/retention serves (will serve) overall Project Area, describe how it relates to subject phase or site pro~ect (physical location, conveyance pathway(s), construction sequence): ne-Tt:Nl•DIJ -n ~U6 \\ e,t:rn~ \"o"10S. '-\)I LV ?,,e. u S-eQ ~(L T\lc! Dev~~ Fl.DU> Cf' e.on\ TI\£ S1"14LC FAW\IL-f ~'S\ Dv.lTlf'tl.. A.JC COIV11'\18U.IAL ..Str6. ~ Pc.SI DC\1€"l.c;.f'~ FLO~ ...>11...1,.. ~ Off5\TC ITT A ~Tf. Le'SS 'T ~ ~E'l.Of>-IO) "FLOW A,JD /t-i.L-A PO I~ I c:M.J I\ &-POST OEV~~ FU:>...J w 11..-1... BE" ttovTt::O ·n .. wz., .. ,,~ :;,-ro~JV\ SC.We-(L<; TC. ~OT\-\ °"Te'"NTIOl\I ~ICitJOS -· \..\ f' oAA,rJ44E ~ n"lP c:A-AI P..e s~ 1.i /ti> {>CW 0 '" s. Within Or Serving Subject Property (Phase, or Site) If property part of larger Project Area, is design in substantial conformance with earlier analysis and report for larger area? __ Yes /'J /Ar No, then summarize the difference(s): Identify whether each of the types of drainage features listed below are included, extent of use, and general characteristics. Typical shape? N /I\ I Surfaces? /IJ/A C'-· "O Q) rJ) Steepest side slopes: Usual front slopes: Usual back slopes : rJ) ::J Q) rJ) >-N /A. N /A. IJIA Q) I .r::. Flow line slopes: least N/A Typical distance from travelway: ~ "O typical JJ /A greatest N I A (Attached Exhibit# ) Q) 0 /J /I\ :2 rJ) z "O ~1 ro e Are longitudinal culvert ends in compliance with B-CS Standard Specifications? Q) ..... Yes No, then explain: ~'"" <l'. rJ) At intersections or otherwise, do valley gutters cross arterial or collector streets? .0 Q) ../ No Yes If yes explain: ::; C'-· >--- u "O I ~ ~\ ::: ..... Are valley gutters proposed to cross any street away from an intersection? rJ) Q) OJ=§ 0 ../ No Yes Explain: (number of locations?) ~ oiz ----u; "O I Q) c: ..... ro <l'. Part 4 -Drainage Conce12t and Design Parameters I Continued (Page 4.4) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) € Q; Gutter line slopes: Least 0.1o0 1., Usual O.'i\-1.s •J., Greatest 3 , "l.S"lo ~:::::: C'-· Are inlets recessed on arterial and collector streets? Yes No If "no", u ::J "O ----:S OJ Q) identify where and why. N/A "O rJ) 3 ffi ::J STORMWATER DESIGN GUIDELINES Effective February 2007 Page 12 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX C'-· -0 a> en ~ Q) E >-~ ~1 en c -~~ APPENDIX D -TECHNICAL DESIGN SUMMARY Will inlets capture 10-year design stormflow to prevent flooding of intersections (arterial with arterial or collector)? ,/ Yes __ No If no , explain where and why not. Will inlet size and placement prevent exceeding allowable water spread for 10-year design storm throughout site (or phase)? ./ Yes __ No If no, explain. Sag curves: Are inlets placed at low points? ~Yes __ No Are inlets and conduit sized to prevent 100-year stormflow from ponding at greater than 24 inches? ~Yes __ No Explain "no" answers. Will 100-yr stormflow be contained in combination of ROW and buried conduit on whole length of all streets? ~Yes __ No If no, describe where and why. Do designs for curb, gutter, and inlets comply with B-CS Technical Specifications? ../ Yes __ No If not, describe difference(s) and attach justification. Are any 12-inch laterals used? ~No used. __ Yes Identify length(s) and where Pipe runs between system access points (feet): I Typical _LOO __ ~ __ Longest --=~~l!:i~C>~FT-'-- Are junction boxes used at each bend? ~Yes and why. No If not, explain where i I 1---------------------r----------~ u; Are downstream soffits at or below upstream soffits? Least amount that hydraulic .!!!. Yes ../ No __ If not, explain where and why: grade line is below gutter line (system-wide): Q,e,3 F+. l_\O'fR..J Part 4 -Drainage Concept and Design Parameters I Continued (Page 4.5) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) Describe watercourse(s), or system(s) receiving system discharge(s) below (include design discharge velocity, and angle between converging flow lines). 1) Watercourse (or system), velocity, and angle? \\\£ e.t::c..E"'-v 1 "''° "lo,.J l!\Te-Q..C.Ou~t. S ~ llL\Bvt~~ OF f>El'IC-1-t ~. '"n\E: Ve-t.DC..IT</ "'" TH£ ~ 'Fe.\l... D-c1£JJTIO\.I Pc>l\JO Po'ST IS S·"?.S".f:l/s fi>2. T\-t"E' /G 4~ E'V~T A4Jo s:.~s-Pr/s Fo<L THE ICIO 1.\2.. ~£)\IT . STORMWATER DESIGN GUIDELINES Effective February 2007 Page 13 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHN ICAL DESIGN SUMMARY 2) Watercourse (or system), velocity, and angle? ·f\.\€ o\){"~ o"f' oeT-ak"•ctJ PotJ O ·~ D\'SC..~l:-S c"U A 1Jel'-Pf'r" -r\-\e: S-AM€ RATe. 1'1-~ Pu~~ C..0"101T'10.VS 0~€\..cpe'O ;>LE t>cV E L..0~ ~!;;!~ 1 c "'-"--en .. "\ ci. <:Ks //) ~ -'1 '2.•0 (Q <..~ LOO '-\Cl.-157-•1°!> ~ /00 '"Ill..-1 ~'L • loe c_.E;s. 3) Watercourse (or system), velocity, and angle? For each outfall above, what measures are taken to prevent erosion or scour of receiving and all facilities at juncture? 1) R,P ~f' ~E11-~k s DEn:\-\LS 2) R ~~ ~.EQ.. 'b/c..S DE:nta LS 3) Are swale(s) situated along property lines between properties? ___.:!!.._No --Yes Number of instances: For each instance answer the fol lowing questions. Surface treatments (including low-flow flumes if any): "'/A. C'-· (/) m ~ (/) ...... (J) Flow line slopes (minimum and maxim um ): (/) >-c N/A ~ I al 0 lllZ Outfall characteristics for each (velocity, convergent angle, & end treatment). :J ~)I /J /A (/) (J) ..... Will 100-year design storm runoff be contained within easement(s) or platted drainage ~ ROW in all instances? --Yes --No If "no" explain: 1'J I A. Part 4 -Drainage Conce12t and Design Parameters J Continued (Page 4.6) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) 12 Are roadside ditches used? ./ No __ Yes If so, provide the following: (/) Is 25-year flow contained with 6 inches of freeboard throughout? __ Yes No (/) (J) ~ (J) "5 -- 0 -~ Are top of banks separated from road shoulders 2 feet or more? __ Yes --No ci: 0 Are all ditch sections trapezoidal and at least 1.5 feet deep? Yes No ---- STORMWATER DESIGN GUIDELINES Effective February 2007 Page 14 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX I/) <ll >-I~ c 0 rn z c;; ~1~ 0 C'· ~ I/) -0 Q) -0 rn c >-c rn c ~ rn () .E c <ll c 0.. 0 0 ~ -0 E ::J L.. J? .E c c <ll -0 E <ll rn I/) I/) ::J I/) <ll c -0 0 "> ~ 0 L.. c 0.. :0 Q) E <ll 0 ~ () I/) -<ll ::J iii -0 L.. c rn 0 0.. () <ll --I/) <ll iii c 3:: ,£_ I/) <ll L.. <( APPENDIX D -TECHNICAL DESIGN SUMMARY For any "no" answers provide location(s) and explain: If conduit is beneath a swale, provide the following information (each instance). Instance 1 Describe general location, approximate length: /\J IA Is 100-year design flow contained in conduit/swale combination? If "no" explain: N /I\ Yes No Space for 100-year storm flow? ROW Easement Width Swale Surface type, minimum and maximum slopes: IJ /A Conduit Type and size, minimum and maximum slopes, design storm: JJ. IA Inlets Describe how conduit is loaded (from streets/storm drains, inlets by type): ,.J /A Access Describe how maintenance access is provided (to swale, into conduit): iJ/A Instance 2 Describe general location, approximate length: >J /A Is 100-year design flow contained in conduit/swale combination? If "no" explain: IJ /I\ Space for 100-year storm flow? ROW Easement __ Yes Width Swale Surface type, minimum and maximum slopes: /J '"' Conduit Type and size, minimum and maximum slopes, design storm: >J IA. Inlets Describe how conduit is loaded (from streets/storm drains, inlets by type): "' '"' Access Describe how maintenance access is provided (to swale, into conduit): /J /A No Part 4 -Drainage Concept and Design Parameters I Continued (Page 4. 7) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) If "yes" provide the following information for each instance: Instance 1 Describe general location, approximate length, surfacing: A .SWfh..E. Wll..'-' ~~ CDAJST"l!..IJC:rE:O fl'T"THE DVTF/t-LL. PF T\\E 3L"UV\P r»4tf>J•N4 ~e: ~ "'"~TM o-c: c.At>sro/\J~ CL ·n\E. .s...,~ .,,u.. se COIJSCQ»CTg-Q ;>rr {),.,,.,,., S LOPE /'tNO ....,.~ 1'£ A-f'f'et..ox. ~rTL.O.J<;. "'""'E SU~Cl~ ....... LL. e.~ AllFTUIZAL-VE6rn:tTIOAJ . ·n-K 'F<..oW ..-12.o .... TH~ s ..... n-LC e>Jrt::ft... rl<f.e ~-roe.M .S"STer>"\ .qrr ~ #kJtOWAt..L 1\#J D -n+e"1 &!: ~t.rrCP T"O ~~ Der-t::Nnol\I PC-"10- STORMWATER DESIGN GUIDELINES Effective February 2007 Page 15 of26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Is 100-year design flow contained in swale? / Yes No Is swale wholly ----within drainage ROW? ./ Yes No Expl ain "no" answers: ---- Access Describe how maintenance access is~ide: M.A1NTc:Nl\Na .u1u.. B£ Plf?.C> ~ -ro O~rNA~ ~ \.)(\" f\CL-t:S'S 11\JT'S. A-c..ol\JEJ ~(U) $~As ...,-e-LL 'N: Au:>#J4 -n.\ir pn..o~'I ~1J>J0A4.>I Sb VT U ~ PsrC>lllr;; CCL. Instance 2 Describe general location, approximate length, surfacing: AJ /A Is 100-year design flow contained in swale? --Yes --No Is swale wholly within drainage ROW? --Yes --No Explain "no" answers: IJ /I\ Access Describe how maintenance access is provided: #J /A Instance 3, 4, etc. If swales are used in more than two instances, attach sheet providing all above information for each instance. IJ IA "New" channels: Will any area(s) of concentrated flow be channelized (deepened, widened, or straightened) or otherwise al tered? ../ No Yes If only slightly C'-· shaped, see "Swales" in this Part. If creating side ba nks , provide information below. "O c (I) Will design replicate natural channel? Yes No If "no", for each instance (/) ro ----0 -0.. 0.. describe section shape & area, flow line slope (min. & max.), surfaces, and 100-year 0 x .... w design flow, and amount of freeboard: 0.. (/) (/) Instance 1: c (I) (I) >- E I (I) > 0 Instance 2: .... 0.. E 0 z a; I c c Instance 3: ro ..c (.) Part 4-Drainage Co nce~t and Design Parameters I Continued (Page 4.8) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) Existing channels (small creeks): Are these used? _L_ No --Yes (/) c:~ If "yes" provide the information below. a; (I) Will small creeks and their floodplains remain undisturbed? ../ Yes No How c E c Cl> many disturbance instances? Identify each planned location: ro > . ..c 0 (.) a. E " STORMWATER DESIGN GUIDELINES Effective February 2007 Page 16 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY For each location, describe length and general type of proposed improvement (including floodplain changes): AJ /ll\ For each location, describe section shape & area, flow line slope (min. & max.), surfaces, and 100-year design flow. "'' .. Watercourses (and tributaries): Aside from fringe changes, are Regulatory Watercourses proposed to be altered? _L_ No --Yes Explain below. Submit full report describing proposed changes to Regulatory Watercourses. Address existing and proposed section size and shape, surfaces, alignment, flow line changes, length affected, and capacity, and provide full documentation of analysis procedures and data. Is full report submitted? Yes --No If "no" explain: "''"' All Proposed Channel Work: For all proposed channel work, provide information requested in next three boxes. If design is to replicate natural channel , identify location and length here, and describe des~n in Special Design section of this Part of Report. "' J\ Will 100-year flow be contained with one foot of freeboard? --Yes --No If not, identify location and explain: Al/A- Are ROW I easements sized to contain channel and required maintenance space? --Yes --No If not, identify location(s) and explain: N/A Part 4 -Drainage Conce~t and Design Parameters I Continued (Page 4.9) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) How many facilities for subject property project? L-For each provide info. below. c For each dry-type facilitiy: Facility 1 Facility 2 0 z Cl) c Q) Acres served & design volume + 10% 13.. (o 'L. 11 . S'(Z..k~ '"3s.41o (,, , IC. \ I\< .f\ Q) ~ (' Qi :-:: s .~~A«-~ 0 ~ 100-yr volume: free flow & plugged S'.I A< .. f;oi Q) LI.. ...... Design discharge ( 10 yr & 25 yr) '-> • ~'2. c\.s <( '1.'-1-1 cf.so .:n.ot..cts. IOS.S-2.ds c Spillway crest at 100-yr WSE? ~yes no _L_yes no ---- STORMWATER DESIGN GUIDELINES Effective February 2007 Page 17 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Berms 6 inches above plugged WSE? I __ yes --no l __ yes --no Explain any "no" answers: For each facility what is 25-yr design Q , and design of outlet structure? Facility 1: q ,41 c.fs i 'l-•-sE1l.. IDc.'IC, Idol' we:11t 1 c .-lll-~-.. <ANO \ '""~,_ o~ "~ Facility 2: 10'6·S-l. en i., ·1..S fT AND \I:> i't" Wi!:\lt.. Do outlets and spillways discharge into a public facility in easement or ROW? Facility 1: ../ Yes --No Facility 2: --Yes -/ No If "no" explain: De"TeNTIOIJ f'C,..io \~ O\.rn=~ LLS AT" A ~ -cCS°S ~ PffD~£L.cPEO R.e.~ A,/b ,-;Jro A~Ae.alr PRD~ ~u.z41.. Po.U O . For each , what is velocity of 25-yr design discharge at outlet? & at spillway? Facility 1: 5 ."3"':. is .41 & s.'3s Facility 2: £&,ol-a.. 1to:i1Lft-& Are energy dissipation measures used? --No ~Yes Describe type and location: \:> .JD ~ S'T-~\$~ i.~·. '""'.We:\&., l.O"\~ .... ~o.J() o.qq~1 o'l.JF-l<.-C t."'O \~ -, •'LS ' ~o 10 . i'J<\~ For each, is spillway surface treatment other than concrete? Yes or no, and describe: Facility 1: R1.P IZ..A\> P~ Sics 'OCr"ll~ Facility 2: R\C> ~P ?et-a/cs DETAtt,.s For each, what measures are taken to prevent erosion or scour at receiving facility? Facility 1: ~\\> e.A-~ PER B/c.S D e:-r.-+1~S Facility 2: P-1" (2..f\f' PeQ. 6/C'S D T'l"l•L.S If berms are used give heights, slopes and surface treatments of sides. Facility 1: t-llllli 131'\'IJ"-DF PcuJ£> PoST -~~I Fr Facility 2: HltH_. 13~.Jil:!. .. c=-Po...il) f B. -34 c. Pr Part 4 -Drainage Conce~t and Design Parameters I Continued (Page 4.10) Stormwater Management C oncept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) Do structures comply with B-CS Specifications? Yes or no, and explain if "no": (/) <lJ Facility 1; oles :;:::; =:a ~ Q) LL ::s c c; Facility 2: '/es 0 c :;iQ c (.) Q) -(j) 0 For additional facilities provide all same information on a separate sheet. STORMWATER DESIGN GUIDELINES Effective February 2007 Page 18 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Are parking areas to be used for detention? ~No --Yes What is maximum depth due to required design storm? Roadside Ditches: Will culverts serve access driveways at roadside ditches? _L No --Yes If "yes", provide information in next two boxes. Will 25-yr. flow pass without flowing over driveway in all cases? --Yes --No Without causing flowing or standing water on public roadway? --Yes --No Designs & materials comply with B-CS Technical Specifications? __ Yes --No Explain any "no" answers: NIA <"· en Cl c en Are culverts parallel to public roadway alignment? __ Yes No Explain: en 0 --..... en u Q) Q) >-a; I > ·c Creeks at Private Drives: Do private driveways, drives, or streets cross drainage c. a; ways that serve Above-Project areas or are in public easements/ ROW? "O 0 No Yes If "yes" provide information below. N/A Q) z ----~)' How many instances? Describe location and provide information below. Q) Location 1: ""/A. ~ ::::J u Q) Location 2: N /f't ..... ~ Location 3: N/A For each location enter value for: 1 2 3 Design year passing without toping travelway? Water depth on travelway at 25-year flow? Water depth on travelway at 100-year flow? For more instances describe location and same information on separate sheet. Part 4 -Drainage Conce12t and Design Parameters I Continued (Page 4.11) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) u Named Regulato!l'. Watercourses {& Tributaries}: Are culverts proposed on these en= faci lities? ~No __ Yes, then provide full report documenting assumptions, t .0 ~ 5.. ! criteria, analysis, computer programs, and study findings that support proposed ~a;; design(s). Is report provided? __ Yes --No If "no", explain: N /A Q) "O ..... Q) ~en ::::J STORMWATER DESIGN GUIDELINES Effective February 2007 Page 19 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised Februarv 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Arterial or Major Collector Streets: Will culverts serve these types of roadways? No Yes How many instances? For each identify the ----location and provide the information below. Instance 1: IJ /A.. Instance 2: r.J /A Instance 3: /\//Pt Yes or No for the 100-year design flow: 1 2 3 Headwater WSE 1 foot below lowest curb top? Spread of headwater within ROW or easement? Is velocity limited per conditions (Table C-11 )? Explain any "no" answer(s): >./Jn. Minor Collector or Local Streets: Will culverts serve these types of streets? ./ No Yes How many instances? for each identify the --location and provide the information below: Instance 1: AJ/4 Instance 2: N/A Instance 3: "'IA For each instance enter value, or "yes" I "no" for: 1 2 3 Design yr. headwater WSE 1 ft. below curb top? 100-yr. max. depth at street crown 2 feet or less? Product of velocity (fps) & depth at crown (ft)= ? Is velocity limited per conditions (Table C-11 )? Limit of down stream analysis (feet)? Explain any "no" answers: Part 4 - Drainage Conce12t and Desig n Parameters I Continued (Page 4.12) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) All Proposed Culverts: For all proposed culvert facilities (except driveway/roadside -ditch intersects) provide information requested in next eight boxes. (/) "O Do culverts and travelways intersect at 90 degrees? Yes No If not, t Q) Q) ~ -- ~:.;:::; identify location(s) and intersect angle(s), and justify the design(s~N /It ::i c (.) 0 ~ STORMWATER DESIGN GU IDELINES Effective February 2007 Page 20 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Does drainage way alignment change within or near limits of culvert and surfaced approaches thereto? __.:!___No --Yes If "yes" identify location(s), describe change(s), and justification: "''"" Are flumes or conduit to discharge into culvert barrel(s)? ___L_ No __ Yes If yes, identify location(s) and provide justification: IJ /A Are flumes or conduit to discharge into or near surfaced approaches to culvert ends? ~No --Yes If "yes" identify location(s), describe outfall design treatment(s): N/A Is scour/erosion protection provided to ensure long term stability of culvert structural components, and surfacing at culvert ends? __ Yes __ No If "no" Identify locations and provide justification(s): /II/A Will 100-yr flow and spread of backwater be fully contained in street ROW, and/or drainage easements/ ROW? __ Yes --No if not, why not? N /Ar Do appreciable hydraulic effects of any culvert extend downstream or upstream to neighboring land(s) not encompassed in subject property? --No --Yes If "yes" describe location(s) and mitigation measures: IJ /IJr Are all culvert designs and materials in compliance with B-CS Tech. Specifications? --Yes --No If not, explain in Special Design Section of this Part. NIA Part 4 -Drainage Conce~t and Design Parameters I Continued (Page 4.13) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) Is a bridge included in plans for subject property project? ~No --Yes If "yes" provide the following information. Name(s) and functional classification of the roadway(s)? (j) /'J/A Q) Ol "O ·.::: a:i What drainage way(s) is to be crossed? N/A STORMWATER DESIGN GUIDELINES Effective February 2007 Page 21 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY A full report supporting all aspects of the proposed bridge(s) (structural, geotechnical, hydrologic, and hydraulic factors) must accompany this summary report. Is the report provided? --Yes --No If "no" explain: rJ/A Is a Stormwater Proviqe a general description of planned techni~ues: .£ Pollution Prevention "'.]:/\)LET" Wo\E(...T10.J ~t.. l\<..t.. '"' ..-rs (>etZ-I> c_s ()CO"f"Mt..S, ro Plan (SW3P) ~'-"f"~ElJU A-U> tJ t. 2b J UaJ a f~ a /cs Per",yc:P, :::I fl..\PAAi> DrJwlJ~ c:.iF t-U"f~ ?ea. ~ lc.s ~s 0 established for .... project construction? Q) ro _L Yes s --No Special Designs -Non-Traditional Methods Are any non-traditional methods (aquatic echosystems, wetland-type detention, natural stream replication, BMPs for water quality, etc.) proposed for any aspect of subject property project? / No Yes If "yes" list general type and location below. -- N/A Provide full report about the proposed special design(s) including rationale for use and expected benefits. Report must substantiate that stormwater management objectives will not be compromised, and that maintenance cost will not exceed those of traditional design solution( s ). Is report provided? --Yes --No If "no" explain: IJ IA Part 4 -Drainage Conce~t and Design Parameters I Continued (Page 4.14) Stormwater Management Concept (continued) Within Or Serving Subject Property (Phase, or Site) (continued) Special Designs -Deviation From B-CS Technical Specifications If any design(s) or material(s) of traditional runoff-handling facilities deviate from provisions of B-CS Technical Specifications, check type facility(ies) and explain by specific detail element. --Detention elements __ Drain system elements --Channel features Culvert features Swales Ditches Inlets Outfalls ---------- __ Valley gutters __ Bridges (explain in bridge report) In table below briefly identify specific element, justification for deviation(s). Specific Detail Element I Justification for Deviation (attach additional sheets if needed) STORMWATER DESIGN GUIDELINES Effective February 2007 Page 22 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY 1) fJ. lo 2) ,.;/t:1 3) N IA 4) N/P. 5) ,.; I,.. Have elements been coordinated with the City Engineer or her/his designee? For each item above provide "yes" or "no", action date, and staff name: 1) 2) 3) 4) 5) Design Parameters Hydrology Is a map(s) showing all Design Drainage Areas provided? _:L_ Yes --No Briefly summarize the range of applications made of the Rational Formula: ~101'1 "1-f"O~\IL..i" o..S.-ep 'H.(L. ALL t>~Nl\-GC' ~~ S 11>J<£ 1\-1.L. ~~ LESS I~ $'0~· What is the size and location of largest Design Drainage Area to which the Rational Formula has been applied? z_.gc,, acres Location (or identifier): Sov·n·I oi:-Git-1.-a.J 4 OIL Part 4 -Drainage Conce12t and Design Parameters I Continued (Page 4.15) Design Parameters (continued) Hydrology (continued) In making determinations for time of concentration, was segment analysis used? No _L Yes In approximately what percent of Design Drainage Areas? /OD % As to intensity-duration-frequency and rain depth criteria for det~ining runoff flows, were any criteria other than those provided in these Guidelines used? __ No __ Yes If "yes" identify type of data, source(s), and where applied: ,v /-4 STORMWATER DESIGN GUIDELINES Effective February 2007 Page 23 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY For each of the stormwater management features listed below identify the storm return frequencies (year) analyzed (or checked), and that used as the basis for design. Feature Analysis Year(s) Design Year Storm drain system for arterial and collector streets t'i::> /00 Storm drain system for local streets /'J /A ,NIA Open channels tJ IA /V /A Swale/buried conduit combination in lieu of channel /J /A. /'J }A Swales N /1+ .P/A Roadside ditches and culverts serving them r-J/A IJ/A Detention facilities: spillway crest and its outfall ID ICD Detention facilities: outlet and conveyance structure(s) )J/A N /A Detention facilities: volume when outlet plugged AJ/p. ,Al /A Culverts serving private drives or streets ""/A. AJ/A Culverts serving public roadways NIA Al/A Bridges: provide in bridge report. NIA 1<1/A Hydraulics What is the range of design flow velocities as outlined below? Design flow velocities; Gutters Conduit Culverts Swales Channels Highest (feet per second) C\.~t\ +./.-,. 10.s,+vs Al/A AJl>t IJ/A Lowest (feet per second) .S: 1 "1. A/s 3 °'DI ~/.,. "1 /A NI~ N/~ Streets and Storm Drain Systems Provide the summary information outlined below: Roughness coefficients used: For street gutters: 0.013 For conduit type(s) 1\oPe (Sr.t11C.1"1\) Coefficients: o. o 11- Part 4 -Drainage Conce~t and Design Parameters J Continued (Page 4.16) Design Parameters (continued) Hydraulics (continued) Street and Storm Drain Systems (continued) For the following, are assumptions other than allowable per Guidelines? Inlet coefficients? _L_ No --Yes Head and friction losses ~No --Yes Explain any "yes" answer: In conduit is velocity generally increased in the downstream direction? v' Yes No -- Are elevation drops provided at inlets, manholes, and junction boxes? ,/ Yes No --Explain any "no" answers: STORMWATER DESIGN GUIDELINES Effective February 2007 Page 24 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised Februarv 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Are hydraulic grade lines calculated and shown for design storm? ./ Yes No -- -- For 100-year flow conditions? ../ Yes No Explain any "no" answers: ---- What tailwater conditions were assumed at outfall point(s) of the storm drain system? Identify each location and explain: Tt!\\L"-1~~ CD1'1Q1T10AJS "'-T t3 T"il D~Ll..S ~ Asc.>1.1"'1.e.D lo l5o-e ttr T tl.!' Ce<>w-.l D~ "THE P• Pe. 11-1 •S A-'-.L-<>we-o ~2... Co...i~°"'f"I\)~ DeS•GN TC BE .Su~ Tl-4~ HC..L 010 .Ncrr ;2...~~E" A~o~ D .S Fi r: cz.o""' -n-\f: 1.NL.ET 0 P£"Nl...,CS. Open Channels If a HEC analysis is utilized, does it follow Sec Vl.F.5.a? __ Yes __ No Outside of straight sections, is flow regime within limits of sub-critical flow? __ Yes __ No If "no" list locations and explain: N IA Culverts If plan sheets do not provide the following for each culvert, describe it here. For each design discharge, will operation be outlet (barrel) control or inlet control? N IA. Entrance, friction and exit losses: N//\ Bridges Provide all in bridge report Part 4 -Drainage Conce12t and Design Parameters I Continued (Page 4.17) Design Parameters (continued) Computer Software What computer software has been used in the analysis and assessment of stormwater management needs and/or the development of facility designs proposed for subject property project? List them below, being sure to identify the software name and version, the date of the version, any applicable patches and the publisher 'B 1-!Td t:>o/Jc f>lk..K. fD,o; VErLS1o!V O'trE · ·z... / 11.. Io, "Stb~W\ 040 'VellS o.J S.Sj Ve'U.S10~ OfTTl.': tDI ,, / 03 Part 5 -Plans and S12ecifications STORMWATER DESIGN GUIDELINES Effective February 2007 Page 25 of 26 APPENDIX. D: TECH. DESIGN SUMMARY As Revised February 2008 SECTION IX APPENDIX D -TECHNICAL DESIGN SUMMARY Requirements for submittal of construction drawings and specifications do not differ due to use of a Technical Design Summary Report. See Section 111, Paragraph C3 . Part 6 -Conclusions and Attestation Conclusions Add any concluding information here: A'f'PcNO,.__ A -F£Mf'.\ t=Looo PLA1l'll nAP Ai>~.£1\\C>lX e:. -P'il-E ·DevELo(>e:o ANC ?t::>Sr DEVEL.oPEO ~1Nt}4£ A'2£A 111\~j JTPP~o1ii. c.. -l!.A"f•pl\J,qL C~LC.1JurT10..Js. • PoND Ml.II'... c.ALcuu:r-r 10N.:S r S'rce.m c.Ao ~Uu:tr101Js Attestation Provide attestation to the accuracy and completeness of the foregoing 6 Parts of this Technical Desi n Summa Draina e Re ort b si nin and sealin below. "This report (plan) for the drainage design of the development named in Part B was prepared by me (or under my supervision) in accordance with provisions of the Bryan/College Station Unified Drainage Design Guidelines for the owners of the property. All licenses and permits re ired by any and all state and federal regulatory agencies for the pf,ail'~'~if-~nage i p vements~ve been issued or fall under applicable general permit~~;.~:..~~ ..... ~''' ,,,,,, c;, •• * .. "'Vui •• r J_. _ (Affix Seal} J' * .·· ··., * 11 ~ i!*:' ·. *~ I········.····· .......... · ..... ~ . . I SAM J. VERNON ~ ofess1onal Engineer ~··· •••••...•.••••..•.. , •••••• l State of Texas PE No. __ q~'i~J-~_3_ STORMWATER DESIGN GUIDELINES Effective February 2007 Page 26 of 26 ~, ~ \ 99353 ... $} '• ~·.{~cc-Ns~~···#f .:' .,,~;s..s~·········~<:>~ APPENDIX. D: TECH. DESIGN SUMMARY As Revised Februarv 2008