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Home My WebLink About14-268PLANNING RESPONSE TO STAFF REVIEW COMMENTS NO. 3 Project: THE BARRACKS II PH 107 (FP) -14-00900268 1. Revise page 2 of the application to reflect the additional acreage for the plat and right-of- way dedication. A revised page 2 is included in this submittal ENGINEERING COMMENTS NO. 3 1. Is Sewer line S-8 really needed? Seeing how the tract has changed to single family and the contours are grading down towards north. Wouldn 't it be easier to have a sewer line to serve the single family connect with the future 12" sewer line that is crossing General Parkway & Old Wellborn? If the current option is still preferred please encase the sewer main. Also is there a particular reason why the line is shown in an acute angle instead perpendicular? Sewer line S-8 has been removed. An updated engineer's estimate is included in this submittal. 2. (Sheet 10/14) -On the profile for Pipe 730 , a sewer service line appears to have a conflict w ith the storm sewer. The sewer service was lowered to avoid the conflict with Pipe 730. 3. Updated Engineering estimate if changes occur. Sewer line S-8 has been removed. An updated engineer's estimate is included in this submittal. 4. FYI. .. Building permit and slab only permits won 't be issued until the completion of the detention facility modification. Noted. ~""''llll""'""'°"'""'""'-.,_~~~~~~~~C:ITYOF C OLLEGE STATION Home of Texas A&M University " ---~-~~ MEMORANDUM DATE: March 9, 2015 TO : Heath Phillips , via ; heath superiorstructures@yahoo .com V FROM : Jason Schubert , AICP , Principal Planner SUBJECT: THE BARRACKS II PH 107 (FP) Staff reviewed the above-mentioned final plat as requested . The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the followi ng information for further staff review and to be scheduled for a future Planning & Zon ing Commission meet ing : One (1) complete set of revised civ il construction documents ; Rev ise page 2 of the application ; Thirteen (13) 11 "x17 " copies of the final plat ; and One ( 1) copy of the digital file of the final plat on diskette or e-mail to pdsdigitalsubmittal@cstx.gov. Upon receipt of the required documents for the Planning & Zoning meeting , your project w i ll be considered formally filed with the City of College Station . Please note that this application will expire in 90 days from the date of this memo , if the appl icant has not provided written response comments and revised documents to the Administrator that seek to address the staff rev iew comments conta ined herein . If all comments have not been addressed your project will not be scheduled for a Planning & Zoning Commiss ion meeting . Your project may be placed on a future agenda once all the revisions have been made . Once your item has been scheduled for the P&Z meeting , the agenda and staff report can be accessed at the following web site on Monday the week of the P&Z meeting . http://www.cstx .gov/pz Please note that a Mylar original of the revised final plat will be requi red after P&Z approval and prior to the filing of the plat. If you have any questions or need addit ional information , please call me at 979 .764.3570 . Attachments : Staff review comments PC : Joe Schultz , Schultz Engineering , LLC , via ; joeshcultz84@verison .net J P&DS Proj ect No . 14-00900268 Pla11ni11g & D evelopment Services P.O. BOX 9960 • l I 0 I TEXAS AVENUE • COLL EGE SD\TION ·TEX.AS • 77842 TEL. 979.764 .3570 ·FAX. 979.764.3496 cst><.gov/devservices STAFF REVIEW COMMENTS NO. 3 Project: THE BARRACKS II PH 107 (FP) -14-00900268 PLANNING 1. Revise page 2 of the application to reflect the additional acreage for the plat and right-of- way dedication . Reviewed by : Jason Schubert Date : March 7 , 2015 ENGINEERING COMMENTS NO. 3 1. Is Sewer line S-8 really needed? Seeing how the tract has changed to single family and the contours are grading down towards north . Wouldn 't it be easier to have a sewer line to serve the single family connect with the future 12 " sewer line that is crossing General Parkway & Old Wellborn? If the current option is still preferred please encase the sewer main . Also is there a particular reason why the line is shown in an acute angle instead perpendicular? 2 . (Sheet 10/14) -On the profile for Pipe 730 , a sewer service line appears to have a conflict with the storm sewer. 3 . Updated Engineering estimate if changes occur. 4 . FYI ... Building permit and slab only permits won 't be issued until the completion of the detention facility modification . Reviewed by : Kevin Ferrer Date : March 5, 2015 PLANNING RESPONSE TO STAFF REVIEW COMMENTS NO. 2 Project: THE BARRACKS II PH 107 (FP) -14-00900268 1. Please note that the public infrastructure associated with this plat must either be constructed and accepted by the City or the design approved and financial surety provided to guarantee the infrastructure in order for the plat to proceed to the Planning & Zoning Commission for consideration. Noted. 2. Please note that you will be required to submit paid tax certificates if they are not current prior to the filing of your plat. Noted. ENGINEERING COMMENTS NO. 2 %. Fix street sign table & label for Deacon Dr. West 100 @ General Pkwy 3500 to Deacon Dr. West 100 @ General Pkwy 3600. The street sign table has been updated and the leader has been updated. jt'. Please provide a Drainage Addendum for Detention Pond 1 showing that it is still adequately sized without the Detention Pond modification shown by Kimley Horn's "Modifications to The Barracks Detention Facility." A development permit was turned in to start construction on the detention ponds required for this development. The development permit is in accordance with the report "Addendum 1 to the Modifications to the Barracks Detention Facility" dated 1- 16-2015 prepared by Kimley-Horn. The detention facility modifications will be constructed prior to the completion of Phase 107. ;Y On the Final Plat & construction documents, add a note regarding requirement for compaction of fill or engineered slab for affected lots that have greater than 2 feet of fill. List the lots that would not require this since it appears that most lots are affected. A note has been added to the Final Plat and the construction documents. ft It appears the water elevation of the public alley for a 10-year storm is 4" deep. The standard alley detail shows a cross section depth of 1" minimum and 6" maximum. How do is it ensured that the contractor will build the alley adequately to handle the 10-year storm? Also, the 100-year storm in the alley has to be contained within the ROW. Note #2 on Sheet 4 was changed to specify a depth of 6" for the alley. With 6" of depth of the alley and the additional 2 feet on either side of the alley set at 2%, the allowable depth in the alley is 6.04" for the 100 year storm. Inlet 5721 did not contain the 100 year storm in the ROW. An additional inlet is required in this location. A revised engineer's estimate is included in this submittal. A revised Appendix 82 is also included in this submittal. ./!. Comparing Storm sewer sheets with the street and profile sheet for public alley, it appears the top of grate inlet elevations are roughly 0.5 feet below the elevation shown on the Public Alley street profile. Address this issue and make sure that the Grading Plan & Street and profile sheets & storm sewer sheets are corresponding with each other. They should correspond with each other. The profile for the public alley is in reference to the edge of pavement. It is labeled in the lower left corner of the profile. The alley center line is 0.5 feet lower than the edge of pavement. That is why the inlet rim is 0.5' lower. In the case of Inlet 5721, there was a problem with the reference. It has been corrected and it should show up correctly 0.5' lower than the low point elevation on the profile . .2f The public alley has a note referring to STl-01. Is a curb & gutter being proposed at the edges of the alley? The public alley should only refer to note STl-06. The note has been corrected. I The grading sheet is showing a line type for proposed lot contours along Old Wellborn Rd. What is this supposed to represent since it's overlapping with proposed contours? That is in reference to the proposed contours of Phase 108. They have been removed adjacent to Old Wellborn Road to avoid confusion. %.Provide a revised Engineer's cost estimate if changes occur. The only change is to inlet 721. A revised engineer's estimate is included in this submittal. )1'.. Please submit a PIP application. Also include Phase 108 with it. A PIP application is turned in along with this submittal )a': Offset the sidewalk 3 feet with the back of curb on Kimber Lane and have only the portion in front of the dumpster enclosure have an offset of 1 feet with back of curb. The sidewalk alignment on Kimber Lane has been changed. ~ During the design of Deacon Drive West, has there been any consideration and evaluations regarding the ultimate design of Deacon Drive's future crossing over the railroad? Is the current design in such a way that minimal improvements will be required in the future? We want to limit the reconstruction on Deacon Drive West and avoid future retaining walls, etc. At the meeting with the city it was agreed that additional right of way would be dedicated to accommodate the future of Deacon Drive West. The plat and plans show the increased right of way. The right of way width was increased by 15' to each side of Deacon Drive at its intersection with Old Wellborn Road. -1111...,...,...,..,. __________ CrTY OF Cou:,EG E STATION~]--------------•,.,,,_ Home o/To:as A&M Uni versity" -"' MEMORANDUM DATE : February 6 , 2015 TO : Heath Phillips , via ; heath superiorstructures@yahoo .com FROM : Jason Schubert , AICP , Principal Planner SUBJECT: THE BARRACKS II PH 107 (FP) Staff reviewed the above-mentioned final plat as requested . The following page is a list of staff review comments detailing items that need to be addressed . Please address the comments and submit the following information for further staff review and to be scheduled for a future Planning & Zoning Commission meeting : One (1) 24 "x36 " copy of the rev ised final plat ; Thirteen (13) 11 "x17" copies of the revised final plat ; One (1) copy of the digital file of the final p lat on d iskette or e-mail to pdsdigitalsubmittal@cstx .gov; and Other documents as described in the attached comments. Upon receipt of the required documents for the Planning & Zoning meeting , your project will be considered formally filed with the City of College Station . Please note that this application will expire in 90 days from the date of this memo , if the applicant has not provided written response comments and revised documents to the Administrator that seek to address the staff review comments contained here in . If all comments have not been addressed your project will not be scheduled for a Planning & Zon i ng Commission meet ing . Your project may be placed on a future agenda once all the revisions have been made and the appropriate fees paid. Once your item has been scheduled for the P&Z meet ing , the agenda and staff report can be accessed at the following web site on Monday the week of the P&Z meeting. http://www.cstx .gov/pz Please note that a Mylar orig inal of the revised final plat w ill be required after P&Z approval and prior to the filing of the plat. If you have any questions or need additional information , please call me at 979.764 .3570 . Attachments : Staff review comments PC : Joe Schultz, Schultz Engineering , LLC , via ; joeshcultz84@verison .net P&DS Project No . 14-00900268 Planning & D evelopmen t S ervices P.O. BOX 9960 • 110 I TEXAS AVENUE • COLLEGE STATION • TEXA<; • 77842 TEL. 979.764.3570 ·FAX. 979.764.34 96 cstx.gov/devservices STAFF REVIEW COMMENTS NO. 2 Project: THE BARRACKS II PH 107 (FP) -14-00900268 PLANNING 1. Please note that the public infrastructure associated with this plat must either be constructed and accepted by the City or the design approved and financial surety provided to guarantee the infrastructure in order for the plat to proceed to the Planning & Zoning Commission for consideration. 2. Please note that you will be required to submit paid tax certificates if they are not current prior to the filing of your plat. Reviewed by : Jason Schubert Date: February 6, 2015 ENGINEERING COMMENTS NO. 2 3. Fix street sign table & label for Deacon Dr. West 100 @ General Pkwy 3500 to Deacon Dr. West 100 @ General Pkwy 3600. 4 . Please provide a Drainage Addendum for Detention Pond 1 showing that it is still adequately sized without the Detention Pond modification shown by Kimley Horn 's "Modifications to The Barracks Detention Facility ." 5. On the Final Plat & construction documents, add a note regarding requirement for compaction of fill or engineered slab for affected lots that have greater than 2 feet of fill . List the lots that would not require this since it appears that most lots are affected . 6 . It appears the water elevation of the public alley for a 10-year storm is 4 " deep . The standard alley detail shows a cross section depth of 1" minimum and 6" maximum. How do is it ensured that the contractor will build the alley adequately to handle the 10-year storm? Also , the 100-year storm in the alley has to be contained within the ROW. 7. Comparing Storm sewer sheets with the street and profile sheet for public alley , it appears the top of grate inlet elevations are roughly 0.5 feet below the elevation shown on the Public Alley street profile. Address this issue and make sure that the Grading Plan & Street and profile sheets & storm sewer sheets are corresponding with each other. 8 . The public alley has a note referring to ST1-01 . Is a curb & gutter being proposed at the edges of the alley? 9. The grading sheet is showing a line type for proposed lot contours along Old Wellborn Rd . What is this supposed to represent since it's overlapping with proposed contours? 10 . Provide a revised Engineer's cost estimate if changes occur. 11 . Please submit a PIP application. Also include Phase 108 with it. 12 . Offset the sidewalk 3 feet with the back of curb on Kimber Lane and have only the portion in front of the dumpster enclosure have an offset of 1 feet with back of curb . 13 . During the design of Deacon Drive West, has there been any consideration and evaluations regarding the ultimate design of Deacon Drive 's future crossing over the railroad? Is the current design in such a way that minimal improvements will be required in the future? We want to limit the reconstruction on Deacon Drive West and avoid future retaining walls , etc. Reviewed by : Kevin Ferrer Date: February 3, 2015 .\ PLANNING RESPONSE TO STAFF REVIEW COMMENTS N0.1 Project: The Barracks 11 Ph 107 ( FP) ( 14-00900268) 1. The Metes and Bounds do not close. Please revise. The bearing call across public alley 3 was changed to N47 45' 44"W. This closes the boundary to within 0.02' which is acceptable according to the Surveyor. 2. Parkland dedication fees for Community Parks in the amount of $39,375 (63 lots x $625/lot) will be due prior to filing the final plat. Noted. 3. Please adjust Line #9 (L9) to show an end point. L9 is shown differently to better illustrate its intent. 4. Please clarify Alley number in General Note #10. Note #10 has been revised. 5. Please update date of preparation in the title block. The date has been revised. 6 . Please note that any changes made to the plans that have not been requested by the City of College Station must be explained in your next transmittal letter and "bubbled " on your plans . Noted. 7. Please note that you may be required to submit paid tax certificates if they are not current prior to the filing of your plat. Noted. ENGINEERING COMMENTS NO. 1 FINAL PLAT ,...t: Please show existing PU E's adjacent to the phase (Volume/Page). Leaders have been added to the Final Plat showing adjacent PUE's Jr. Please add a private drainage easement to cover cross lot drainage on the rear lots of Block 23. Also add a note stating whose responsibility it is to maintain and stating that fences , grading, and landscape cannot impede the flow of the private drainage easement. A 10' PDE was added to the Final Plat. A 10' PDE was added to the Phase 108 Mylar. Note 12 was added to the Final Plat. 3. Please provide 10 feet PUE along Deacon Dr. due to the depth of the sanitary sewer line. (Please show the PUE lines on the construction documents.) The PUE has been offset 12.5' from the centerline of the sewer line giving enough clearance for the depth of the existing sewer line. Dimension labels were added to illustrate the 12.5' distance from the center of the sewer line to the edge of the PUE. /.On the street sign table, the block range for Old Wellborn Rd is 11000. The table and the leaders have been updated showing the correct block information. Y The street light on Deacon Dr. does not seem to have adequate clearance with the adjacent 12-inch sewer line. Please make sure underground utilities have a minimum clearance of 3 feet with public utility lines. The street light was moved adjacent to the transformer to provide adequate clearance. 1 . °'(§) Please provide a 3 feet clearance from the back of curb with the sidewalk along Kimber Lane , Block 22. The rest of the subdivision has a 1 foot clearance from the back of the curb to the sidewalk. The developer would like to continue this alignment for the sake of continuity. A revised letter of acknowledgement is included in this submittal stating that the sidewalk alignment is not in compliance with city standards. ;(_ Beware of double stacking parking in alley cannot extend into 20' fire lane. Noted . .Y. Please provide a drop connection for manhole # 100, 200. The service into MH No. 200 was completed with the construction of Phase 105&106 (sheet 24 of 26). The service into MH No. 100 is a drop service. Y. Due to the depth of the Sewer line S-6, please provide an additional 5 feet PUE along lots 16-21 , Block 23. The PUE was increased to 10' wide across the entire block. Dimensions were added to the plan to illustrate the necessary distance for the depth of the sewer line. A'6. Check flow line of MH# 16 . The information shown on our plans is from previously approved plans. )f. Please move manhole # 71 that is adjacent to the storm inlet to prevent conflict. Manhole #71 was moved 2 lots over to not disrupt any of the water services. Services were moved around to accommodate the manhole movement. Ji( Please verify and place note on plans that water services will be left between 2 and 3 feet deep at the point of terminus by developer's contractor. Also note that a ball valve is required at the point of terminus . Notes #6 & #7 were added to both water sheets (11 & 12) Ji. On exhibit B in Sewer System report, the actual slope from MH 200 to MH 100 & from MH 100 to MH 16 are not corresponding with the construction plans . The information has been updated on a revised Exhibit B. A revised Exhibit B is included in this submittal. )4'. The drainage report specified that drainage design's runoff coefficient of . 75 for developed lots is being used. However, appendix A1 & B1 show that a runoff coefficient of .65 is being used for area 706 . Why's a lower runoff coefficient being assumed in this particular area? Please provide justification . We calculated the C value of this area due to the increase in grass because of the alignment of Deacon Road. With the road, sidewalk and building accounting for 52% of the area (0.95 C value) and the grass accounting for 48% of the area (0.30 C value). This comes out to an overall C value of 0.638. We rounded up to 0.65 C value as a more conservative value. @ On appendix C1 in Drainage report, pipe 713 is not flowing the minimum design velocity of 2.5 feet per second to prevent clogging . Please adjust the design to acquire the minimum design velocity. We revised Pipe 713 to have a 0.80% slope. This results in a 2.07 'ft/sec velocity in the 10-year storm event under peak flow conditions. During normal flow conditions, the velocity will be much greater than 2 fps, therefore having the necessary velocity to keep sediment from builing up in the pipe. / )6. Junction boxes are required for storm drains in 300 feet intervals . Please see storm sewer pipe # 700 . The location of the junction box and the daylight of pipe 699 were changed to limit the pipes Jess than 300 feet in length. Appendix C1 has been updated with this information. §on Appendix B2 grate Inlet design summary, what is the meaning of the calculated depth? Is this the waterspread across & along the alley? The calculated depth is the maximum water depth in the Alley. ~The revised drainage report by Kimley-Horn has not been approved. We are currently awaiting response to the sent out comments . The report has to be approved, and the detention pond platted prior the approval of this phase . Noted. See attached Addendum report from Kimley-Horn addresses the runoff from this phase. @As currently shown the runoff seems to bypass the detention pond . How 's the runoff being drained into the detention pond at the same location as the outfall? Jn the Addendum report prepared by Kimley Horn the runoff from this phase that is directed towards this outfall is bypassing the detention. According to the report, the combined outfall of the detention pond and the outfall from this phase is less than the pre-development conditions. The storm sewer has been revised to stop the storm sewer 250' from future detention pond 5. The storm infrastructure will be designed with Phase 401 and at that time the discharge will go into detention pond 5. @ Please change or confirm that the existing two manholes at the outfall of the detention pond on Old Wellborn Rd. have water-tight rings . Leaders have been added to the plans for the two manholes to install water tight manhole covers. ~ It is recommended to provide a private cross lot drainage between the townhomes for maintenance purposes. Noted. j2.. How does the fill in the ditch on Wellborn affect the capacity? The amount of water being diverted away from the Old Wellborn ditch has decreased the runoff in the ditch. The ditch has capacity. 23. Please provide an updated engineer's cost estimate. A revised engineer's estimate is included in this submittal. ADDRESSING 1. Addresses for this project will be verified and distributed after the final plat has been approved and filed at the Brazos County Courthouse. Noted. 2. The proposed street names have been preliminarily approved and will be re-verified prior to filing any plats to ensure no duplicate street names are being created within Brazos County. Noted. 3. Block Ranges: 100 Deacon Dr W @ 11000 Old Wellborn Rd 100 Kimber Ln @ 11000 Old Wellborn Rd 100 Deacon Dr W @ 3500 General Pkwy 100 Kimber Ln @ 3500 General Pkwy Sheet 2 has been updated to show this information. TRANSPORTATION 1. The raised reflective pavement markers along the double yellow stripe should be Type II-A-A. They should be Type II-CR along the 8" white stripe. The leaders have been revised. 2. Please show that the gap between the crosswalk lines are 6 ' wide to ensure they get installed with that spacing. A dimension has been added for the crosswalk lines. 3. Please remove the stop bar from Deacon Drive at General Parkway . The stop bar has been removed SANITATION 1. Need to show type of garbage collection services. Dumpsters added to sheet 6of14. MEMORANDUM DATE: November 14 , 2014 TO : Heath Phillips , via ; heath superiorstructures@yahoo .com / FROM : Jerry Cuar6n , Staff Planner SUBJECT: THE BARRACKS II PH 107 (FP) Staff reviewed the above-mentioned final plat as requested . The following page is a list of staff review comments detailing items that need to be addressed . Please address the comments and submit the following information for further staff review and to be scheduled for a future Planning & Zoning Commission meeting : One (1) 24 "x36 " copy of the revised final plat ; One (1) 24 "x36 " grading and erosion control plan; Parkland Dedication in the amount of $39 ,375 must be submitted pr ior to the filing of the final plat ; One (1) Mylar original of the rev ised final plat (required after P&Z approval); and One (1) copy of the digital file of the final plat on diskette or e-mail to : pdsdigitalsubmittal@cstx .gov . Upon receipt of the required documents for the Planning & Zoning meeting, your project will be considered formally filed with the City of College Station. Please note that this application will expire in 90 days from the date of this memo , if the applicant has not provided written response comments and revised documents to the Administrator that seek to address the staff review comments contained herein . If all comments have not been addressed your project will not be scheduled for a Planning & Zoning Commission meeting. Your project may be placed on a future agenda once all the revisions have been made and the appropriate fees paid. Once your item has been scheduled for the P&Z meeting, the agenda and staff report can be accessed at the following web site on Monday the week of the P&Z meeting . http ://www .cstx.gov/pz Please note that a Mylar original of the revised final plat will be requ ired after P&Z approval and prior to the filing of the plat. If you have any questions or need additional information , please call me at 979 .764 .3570 . Attachments: Staff Review Comments I PC : Joe Schultz, Schultz Engineering, LLC , via ; joeshcultz84@verison .net P&DS Project No. 14-00900268 Planning & D evelopmen t Services P .O. BOX 9960 • 110 1 TEXAS AVENUE ·COLLEGE STAT IO N ·TEXAS • 77 842 T EL. 9 7 9 .7 6 4 .35 7 0 ·FAX. 97 9 .76 4 .34 96 cstx.gov/devservices STAFF REVIEW COMMENTS NO. 1 Project: The Barracks II Ph 107 (FP) ( 14-00900268) PLANNING 1. The Metes and Bounds do not close . Please revise . 2. Parkland dedication fees for Community Parks in the amount of $39 ,375 (63 lots x $625/lot) will be due prior to filing the final plat. 3. Please adjust Line #9 (L9) to show an end point. 4. Please clarify Alley number in General Note #10. 5. Please update date of preparation in the title block. 6. Please note that any changes made to the plans that have not been requested by the City of College Station must be explained in your next transmittal letter and "bubbled " on your plans . 7. Please note that you may be required to submit paid tax certificates if they are not current prior to the filing of your plat. Reviewed by: Jerry Cuar6n Date: November 10 , 2014 ENGINEERING COMMENTS NO. 1 FINAL PLAT 1. Please show existing PUE 's adjacent to the phase (Volume/Page). 2. Please add a private drainage easement to cover cross lot drainage on the rear lots of Block 23 . Also add a note stating whose responsibil ity it is to maintain and stating that fences , grading , and landscape cannot impede the flow of the private drainage easement. 3. Please provide 10 feet PUE along Deacon Dr. due to the depth of the sanitary sewer line . (Please show the PUE lines on the construction documents .) Development Permit 4. On the street sign table, the block range for Old Wellborn Rd is 11000 . 5. The street light on Deacon Dr. does not seem to have adequate clearance with the adjacent 12-inch sewer line . Please make sure underground utilities have a minimum clearance of 3 feet with public utility lines . 6. Please provide a 3 feet clearance from the back of curb with the sidewalk along Kimber Lane , Block 22 . 7. Beware of double stacking parking in alley cannot extend into 20 ' fire lane . 8. Please provide a drop connection for manhole # 100 , 200 . 9. Due to the depth of the Sewer line S-6 , please provide an additional 5 feet PUE along lots 16-21, Block 23 . 10 . Check flow line of MH# 16 . 11 . Please move manhole# 71 that is adjacent to the storm inlet to prevent conflict. 12 . Please verify and place note on plans that water services will be left between 2 and 3 feet deep at the point of terminus by developer's contractor. Also note that a ball valve is required at the point of terminus . 13 . On exhibit B in Sewer System report , the actual slope from MH 200 to MH 100 & from MH 100 to MH 16 are not corresponding with the construction plans. 14. The drainage report specified that drainage design's runoff coefficient of . 75 for developed lots is being used . However, appendix A 1 & B1 show that a runoff coefficient of .65 is being used for area 706 . Why's a lower runoff coefficient being assumed in this particular area? Please provide justification . 15. On appendix C1 in Dra inage report , pipe 713 is not flowing the minimum design velocity of 2 .5 feet per second to prevent clogging . Please adjust the design to acquire the minimum design velocity . 16. Junction boxes are required for storm drains in 300 feet intervals . Please see storm sewer pipe # 700 . 17 . On Appendix B2 grate Inlet design summary, what is the meaning of the calculated depth? Is this the waterspread across & along the alley? 18 . The revised drainage report by Kimley-Horn has not been approved . We are currently awaiting response to the sent out comments . The report has to be approved , and the detention pond platted prior the approval of this phase . 19. As currently shown the runoff seems to bypass the detention pond . How's the runoff being drained into the detention pond at the same location as the outfall? 20 . Please change or confirm that the existing two manholes at the outfall of the detention pond on Old Wellborn Rd . have water-tight rings . 21 . It is recommended to provide a private cross lot drainage between the townhomes for ma intenance purposes . 22 . How does the fill in the ditch on Wellborn affect the capacity? 23 . Please provide an updated engineer's cost estimate. Reviewed by : Kevin Ferrer Date : November 10 , 2014 ADDRESSING 1. Addresses for this project will be verified and d istributed after the final plat has been approved and filed at the Brazos County Courthouse . 2 . The proposed street names have been preliminarily approved and will be re-verified prior t o filing any plats to ensure no duplicate street names are being created within Brazos County . 3 . Block Ranges: 100 Deacon Dr W @ 11000 Old Wellborn Rd 100 Kimber Ln @ 11000 Old Wellborn Rd 100 Deacon Dr W @ 3500 General Pkwy 100 Kimber Ln @ 3500 General Pkwy Reviewed by : Robin Krause , Address Technician Date: November 4 , 2014 TRANSPORTATION 1. The raised reflective pavement markers along the double yellow stripe shou ld be Type II-A-A. They should be Type II-CR along the 8" white stripe . 2 . Please show that the gap between the crosswalk lines are 6 ' wide to ensure they get installed with that spacing . 3. Please remove the stop bar from Deacon Drive at General Parkway . Reviewed by : Danielle Singh , P .E., Transportation Planning Coord . Date : 11/13/14 SANITATION 1. Need to show type of garbage collection services . Reviewed by : Wally Urrutia Date : November 13 , 2014 MEMORANDUM DATE : October 31 , 2014 TO: Heath Phillips , via ; heath superiorstructures@yahoo.com FROM : Jerry Cuaron , Staff Planner SUBJECT: THE BARRACKS II PH 107 (FP) Thank you for the submittal of your Final Plat -Residential application . Kevin Ferrer, Graduate Civil Engineer, and I have been assigned to review this project. It is anticipated that the review will be completed and any staff comments returned to you on or before Friday , November 14 , 2014. If you have questions in the meantime , please feel free to contact us . PC : Joe Schultz , Schultz Engineering , LLC , via; joeshcultz84@verison.net P&DS Project No . 14-00900268 Pla11ning & Development Services P.O. BOX 9960 • 1101 TEXAS AVENUE ·COLLEGE STATION · TE"~XAS • 77842 TEL. 979 .764.3570 ·FAX. 979.764.3496 cstH.gov/devservices CITY O F COLLEGE S TAT IO N FINAL PLAT for The Barracks II Phase 107 FP2014-900268 SCALE: 63 townhouse lots on approximately 7 .7 08 acres LOCATION : 101 Deacon Drive West, generally located southeast of t he intersect ion of Gene ral Parkway and Deacon Dri ve West ZONING: PDD Planned Development District APPLICANT: Heath Phillips Investments , LLC PROJECT MANAGER: Jason Schubert , A ICP , Pr incipal Planner jschubert@cstx.gov RECOMMENDATION: Staff recommends approval of the Final Plat. Pla nning & Z onin g Comm issi on Page 1 of 3 Sep tember 3 , 2015 (/) -0 ('[) --o ru ~:::i ('[) :::i 3::; 0-CO ~ !<'<> w N -0 rv :::i o -· ~:::i tnco 0 0 3 3 u;· (f) 5 · :::i -0 ru co ('[) rv 8, (;) DEVELOPMENT REV! DEVELOPMENT HISTORY Annexation: Zoning: Preliminary Plan: Site Development: COMMENTS Parkland Dedication: Greenways: Pedestrian Connectivity: Bicycle Connectivity: Impact Fees: REVIEW CRITERIA 2002 A-0 Agricultural Open upon annexation A-0 Agricultural Open to PDD Planned Development District in 2011 , revisions to the PDD in 2012 to amend street layout and add uses , in 2013 to remove some commercial areas and add more townhome lots, and in 2014 to add a 29-acre tract development and revise some of the commercial uses . Original version approved in 2011 with revised versions approved in October 2012 , February 2014 , and May 2015. Phases 100-106 , 108, 200 , 201, and 300 have been filed for record . Final Plat applications have been submitted for Phases 202 , 400 and 401 and are currently under review. Neighborhood park land dedication was provided with previous phases. Also , as the developer is constructing Neighborhood Park improvements , parkland dedication fees of $39,375 (63 lots x $625) for Community Parks are due prior to filing of the Final Plat. N/A Sidewalks are provided on both sides of all proposed streets and on the development side of Old Wellborn Road . Bikes lanes are along General Parkway, minor collector, and Deacon Drive West, major collector. The subject tract is located within the Steeplechase Sanitary Sewer Impact Fee Area and will be required to pay $144 .87 per LUE (Living Unit Equivalent) at time of building permit. Compliance with Subdivision Regulations: The proposed Final Plat is in compliance with the approved Preliminary Plan and the Subdivision Requirements contained in the Unified Development Ordinance . SUPPORTING MATERIALS 1. Application 2 . Copy of Final Plat Planning & Zoning Commission September 3 , 2015 Page 3 of 3 THE BARRACKS 11 PH 107 DEVELOPMENT REVIEW Case: 14-268 FINAL PLAT City of College Station Administrative Approval for Required Parkland Dedications of Less than Five Acres 1. Applicant Name: _______ ""'""H'"""'e~a=th~P'-'-h=ill=ip-=-s...._. '""""'H-=-e=at=-h'""'P""""'h'""i""'lli=p-=-s-'-'I n-"'v'"""e"""s""""tm.:..:.e=n:...:.;t=s,_. =LL=-C=------------- Address: ____________ P~O=-=B=o=x~2=6=2'--'-VV~e=ll=b=or'-'-n:..i..-=...T~X~7~7-=8~8-=-1 ____________ _ Phone: ____ ~9-'-79~-=2=29~-~5~90~6~-----E-Mail : ___ ~h=e=a=th"'-"'s=u=pe=r'""io"""'r-=-st=-r=uc=t=u'"""'re=s'"""@"""y'-'a=h.:..::o=o'"'"'. c=o:..:..m:..:...._ __ 2. Development Name: ____ ...:...T.:..:.he=--=B=a"-'rr-=a=c=ks::....:..:.11__,,S::..::u=b=d.:...::iv'-'-'is=io=n_,_,__P.:..:.h=-a=se:::........:..1 =07.;__ __ _ Project #: __ ___,_1~4--=2,_,,,6..:::8 __ Development Location : ___ 1:...::0:__:1_,D=-e=a=c::..::o'-'-'n'-'D~r'-'-iv:....::e'-VV~e=s=t.-=b=e=tw:..:...e=e=n-=--=0'-'-'ld:::....VV..:....:....::e=ll=b=or'--'-n'-'Rc..:.o=a"'-'d"--"'a:....:.nd::::.....::G::..::e'-'-n=e"-'ra"-'1_,_P__,,a'--'-r'-'-'kw:..:...a,,,__yL--__ _ 3. Dwelling Units :~ Single Family Multi -fa mily Units , located in Neighborhood Park Zone --1§. __QL Single Family Multi-fa mily Un it s, located in Commun ity Park Zone B 4. Development Fees and Dedication Requirements: a. Land Dedication or Fee in Lieu of Land (Choose One): Neighborhood Community Total Single Family : One (1) acre per 117 DU 's ___ _ ac One (1) acre per 128 DU 's ac= ac Multi-family : One (1) acre per 117 DU 's ___ _ ac One (1) acre per 128 DU 's ac= ac TOTAL = Acres -OR- Fee Paid in Lieu of Land Dedication Neighborhood Community Single Family : @ $274 .00 per DU $ 0 63@ $250 .00 per DU$ 15 750 = $ 15 750 Multi-family : @ $274 .00 per DU $ ___ _ @ $250.00 per DU $ = $ TOTAL (Neighborhood and Community) = $ 15 750 b. Development Fee: Neighborhood Community Single Family : @ $362 .00 per DU $_~0 __ 63@ $375.00 per DU $ 23,625 = $ 23.625 Multi-family: @ $362.00 per DU $ ___ _ Multi -fa mily@ $750 .00 per DU $ __ _ =$ __ _ TOTAL (Neighborhood and Community) = $ 23 ,625 5. Comments: Neighborhood parkland dedication was done in previous phases and park improvements have been constructed or guaranteed so only Community Park fees are due with this phase and no Neighborhood Park fees . The City of College Station agrees to accept: GRAND TOTAL (Neighborhood and Community) 63 Units x $625 = $ 39 375 Land Dedication Prior phases 9 /?fa-r,,fi 16 Name Date January 13 , 2015 Jerry Cuar6n Staff Planner City of College Station 1101 Texas Avenue College Station, TX 77840 Re: The Barracks II Subdivision-Ph 107 -14-00900268 Dear Mr. Cuar6n: Office : 979.764.3900 Fax : 979 .764 .3910 Attached are one (1) 24" x 36" copy of the revised Final Plat, 2 sets of revised construction documents, the revised Engineer's Estimate, and the response to staff comments. If you have any questions, please do not hesitate to call. Sincerely, Schultz Engineering, LLC. Joe Sc ltz , P .E . Civil ngineer P.O . Box 11995 • College Station , Texas 77842 schultzengineeringllc.com CITY OF COUEGE S TATION Hom e of Ti'XaJ A&M Univers ity • TIME: STAFF : PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. D New Project Submittal D Incomplete Project Submittal -documents needed to complete an application . Case No.: Existing Project Submittal. Case No .: 14-00900268 Project Name THE BARACKS II SUBDIVISION -Ph 107 Contact Name JOE SCHULTZ P.E. Phone Number 979. 764 .3900 ~~~~~~~~~~~~~- We are transmitting the following for Planning & Development Services to review and comment (check all that apply): D Comprehensive Plan Amendment D Non-Residential Architectural Standards D Rezoning Application D Irrigation Plan D Conditional Use Permit D Variance Request D Preliminary Plan D Development Permit ~ Final Plat D Development Exaction Appeal D Development Plat D FEMA CLOMA/CLOMR/LOMA/LOMR D Site Plan ~ Grading Plan D Special District Site Plan ~ Other -Please specify below D Special District Building I Sign Civil Construction Plans D Landscape Plan INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: D Comprehensive Plan Amendment ~ Waterline Construction Documents D TxDOT Driveway Permit ~ Sewerline Construction Documents D TxDOT Utility Permit ~ Street Construction Documents D Drainage Letter or Report D Easement Application D Fire Flow Analysis D Other -Please specify Special Instructions : 10/10 IC Pr i nt Fo rm™ : I CITY OF COLLEGE STATION Home ofTexas A&M Univmity• FOROFFIC CASE NO.: DATE SUB~l"fTED : TIME :q~, STAFF : ~-----+-----~ PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. D New Project Submittal D Incomplete Project Submittal -documents needed to complete an application . Case No .: [8] Existing Project Submittal. Case No.: 14-00900268 Project Name THE BARACK$ II SUBDIVISION-Ph 107 Contact Name JOE SCHULTZ P. E. Phone Number-'--9_79'-'-._76"--4-'-.3"--9'--'0'"""'0 ________ _ We are transm itt ing the following for Planning & Development Services to review and comment (check all that apply): D Comprehens ive Plan Amendment D Non-Residential Arch itectural Standards D Rezoning Application D Irrigation Plan D Conditional Use Perm it D Variance Request D Preliminary Plan D Development Permit [8] Final Plat D Development Exaction Appeal D Development Plat D FEMA CLOMA/CLOMR/LOMA/LOMR D Site Plan [8] Grading Plan D Special D istrict Site Plan [8] Other -Please specify below D Special D istrict Bu ilding I Sign Civil Construction Plans D Landscape Plan INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included i n the complete set: D Comprehensive Plan Amendment [8] Waterline Construction Documents D TxDOT Dr iveway Permit [8] Sewerline Construction Documents D TxDOT Ut ility Permit [8] Street Construction Documents D Drainage Letter or Report D Easement Application D Fire Flow Analysis D Other -Please specify Special Instructions: 10/10 Pr int Form " A ug ust 31, 201 5 Jaso n Schu bert, AICP Principal Planner City of Co llege Statio n 1101 Texas Avenue Co ll ege Statio n, TX 77 840 Re: Th e Barracks II Subdivision -Ph 107 -14-00900268 Dear Mr. Schubert: Attached are th e followi ng items for the p roject referenced above : • Mylar original of the Final Plat • CAD file of p lat on a CD • An up dated tax certificate • A check for $39 ,37 5 for the P arkland D edicati on If you have any questions, please do not hes itate to call. Sincerely, Schultz E nginee rin g, LL C. Manager/Civil Engineer P.O. Box 11995 • College Station , Texas 77842 schultzeng ineeringllc.com Office : 979 .764.3900 Fax : 979 .764 .3910 March 10, 2015 Jason Schubert, AICP Principal Planner City of College Station 1101 Texas Avenue College Station, TX 77840 Re: The Barracks II Subdivision-Ph 107 -14-00900268 Dear Mr. Schubert: Office: 979 .764 .3900 Fax: 979 .764 .3910 Attached are thirteen (13) 11" x 17" copies of the revised Final Plat, 1 set of reviS ed construction documents , the revised Engineer's Estimate, a revised page 2 of the application and the response to staff comments. If you have any questions, please do not hesitate to call. Sincerely, Schultz Engineering, LLC. Joe ~ Civil Engineer P.O . Box 11995 • College Stat ion , Texas 77842 sch ul tzengineering ll c .com October 15 , 2014 Alan Gibbs , P .E. City Engineer Development Services City of College Station College Station, Texas RE: Letter Acknowledging City Standards -The Barracks II Subdivision Phases 107 Dear Mr. Gibbs: Office : 979 .764.3900 Fax: 979.764.3910 The -purpose of this letter is to acknowledge that the construction plans for the water, sanitary sewer, streets and drainage for the above-referenced project, to the best of my knowledge, do not deviate from the B/CS Design Guideline Manual. I also acknowledge that , to the best of my knowledge, the details provided in the construction plans are in accordance with the B/CS Standard Details. •; .. Sincerely, Jo~flP!f Civil Engineer F-12327 SCHULTZ ENGINEERING, LLC. P.O. Box 11995 • College Station, Texas 77842 schu ltzengineer ing llc .com Item I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 SCHULTZ ENGINEERING, LLC. 2730 Longmire Drive, Suite A College Station, Texas 77845 Firm No. 12327 Barracks II Subdivision Phases 107 E I E f t fC t f ngmeer s s 1ma e o ODS rue IOD Description Unit General Items Mobilization, Overhead and Construction Staking LS Topsoil Removal and Replacement, complete in place LS Street Name Signs, complete in place EA Stop Signs, complete in place EA Pavement Striping and Markings, complete in place LS Erosion & Sediment Control -SWPPP Implementation & Maintenance, Silt Fence, LS Construction Exit, Rock Filter Dam , etc., complete in place Hydroseed and Hydromulch, complete in place SY Street Construction Items Concrete Pavement Excavation & Grading, complete in place LS Mixing & incorporation of lime, 6" deep, complete in place SY Mixing & incorporation of lime, 8" deep, complete in place SY Hydrated Lime, complete in place (27 lb/sy for 6" deep & 36 lb/sy for 8" deep) Ton 6" Reinforced Concrete Pavement w/Curb, complete in place SY 7" Reinforced Concrete Pavement w/Curb, complete in place SY Reinforced Concrete Pavement -Aprons -6" Thick w/ Monolithic Standard Curb, SF complete in place Reinforced Concrete Pavement -Alleys -6" Thick, complete in place SF Concrete Sidewalk & Ramps -4" thick, complete in place SF ADA Ramps -Detectable Warning Surfaces, complete in place EA Es timated Unit Price Quantity I $ 20,000.00 I $ 12,000.00 2 $ 350.00 2 $ 400.00 I $ 2,000.00 I $ 5,000.00 22,812 $ 0 .50 General Items Subtotal I $ 30,000.00 3,999 $ 2.30 3,663 $ 2.90 120 $ 180 .00 1,803 $ 32.00 3,173 $ 35 .00 2,806 $ 4.50 13 ,153 $ 4.10 15 ,697 $ 3 .60 6 $ 500.00 Street Construction Concrete Pavement Items Subtotal Page 1of3 Total $ 20,000.00 $ 12,000.00 $ 700.00 $ 800.00 $ 5,000.00 $ 5,000.00 $ 11 ,406.00 $ 54,906.00 $ 30,000.00 $ 9,197.70 $ 10,622 .70 $ 21,600.00 $ 57,696.00 $ 111 ,055 .00 $ 12 ,627 .00 $ 53,927 .3 0 $ 56,509 .20 $ 3,000.00 $ 366,234.90 Barracks II Subdivision Phases 107 E ' Er t re t r ngmeer s s 1ma e o ons rue 100 Item Description Unit Estimated Unit Price Total Ouantitv Storm Sewer Construction Items 18 36" HOPE Pipe, complete in place -Structural Backfill, complete in place LF 16 $ 62 .00 $ 992 .00 19 36" HOPE Pipe, complete in place -Non-Structural Backfill, complete in place LF 1,354 $ 56 .00 $ 75 ,824.00 20 30" RCP Pipe, complete in place -Structural Backfill, complete in place LF 991 $ 75.00 $ 74,3 40 .00 21 30" HOPE Pipe, complete in place -Structural Backfill, complete in place LF 351 $ 75 .00 $ 26,332.50 22 24" RCP Pipe, complete in place -Structural Backfill, complete in place LF 161 $ 55 .00 $ 8,855.00 23 18" HOPE Pipe, complete in place -Structural Backfill, comp lete in place LF 59 $ 30.00 $ 1,770.00 24 18" RCP Pipe, complete in place -Structural Backfill, complete in place LF 220 $ 40.00 $ 8,800.00 25 Curb Inlet -10' wide, complete in place EA 6 $ 3,500 .00 $ 21,000 .00 26 Curb Inlet -5' wide, complete in place EA 2 $ 2,500 .00 $ 5,000 .00 27 Inlet -3-V-4430 complete in place EA I $ 5,000 .00 $ 5,000.00 28 Inlet -V-4330 complete in place EA 3 $ 3,500 .00 $ 10,500.00 29 8'x5' Junction Box, complete in place EA 2 $ 3,500.00 $ 7,000.00 30 8'x4' Junction Box, complete in place EA 3 $ 3,000.00 $ 9,000.00 31 TV Testing and Inspection, complete in place LF 3,152 $ 2 .00 $ 6,304.60 32 18" S .E.T.s 6H :lV, complete in place EA 2 $ 1,250.00 $ 2,500.00 33 Channel Grading LS l $ 6,000.00 $ 6,000.00 34 Ditch Grading, complete in place LS l $ 4,000.00 $ 4,000.00 Storm Sewer Construction Items Subtotal $ 273,218.10 Water Construction Items 35 12" C900 Water Pipe w/tracer wire -Structural Backfill , complete in place LF 253 $ 36.00 $ 9,108.00 36 6" C900 Water Pipe w/tracer wire -Structural Backfill, complete in place LF 1223 $ 24.00 $ 29,352.00 37 Connect to Existing 6" Water Line EA I $ 500.00 $ 500.00 38 Connect to Existing 12 " Water Line EA I $ 500 .00 $ 500 .00 39 Fire Hydrant Assembly (w/valve, vert. extension), complete in place EA 2 $ 3,500.00 $ 7,000.00 40 6"x 6" M.J . Tee, complete in place EA 2 $ 500.00 $ 1,000.00 41 12"x 6" M.J. Reducer, complete in place EA l $ 500.00 $ 500.00 42 6 11 M.J. Gate Valve, complete in place EA 3 $ 900 .00 $ 2,700 .00 43 6 11 x 45° M.J . Bend, complete in place EA 10 $ 400.00 $ 4,000.00 44 l.O" Water Service, 23 ft (6" Line) EA l $ 750.00 $ 750.00 45 l.5" Water Service,< 15 ft (avg length= 2 ft) (6" Line) EA 10 $ 800.00 $ 8,000.00 46 l.5" Water Service,> 15 ft (avg length = 48 ft) (6" Line) EA 15 $ 1,200.00 $ 18,000.00 47 l.5" Water Service,> 15 ft (avg length = 48 ft) (12" Line) EA 4 $ 1,300.00 $ 5,200.00 Water Construction Items Subtotal $ 86,610.00 Page 2 of 3 Item 48 49 50 51 52 53 54 55 56 57 58 Barracks II Subdivision Phases 107 E ' E f t fC t f ngmeer s s 1ma e o ODS rue IOD Description Unit Estimated Unit Price Total Quantity Sanitary Sewer Construction Items 6" PVC Sewer Line -D3034 -Structural Backfill, complete in place LF 584 $ 24 .00 $ 14,016.00 8" PVC Sewer Line -D3034 -Structural Backfill, complete in place LF 74 $ 24.00 $ 1,776.00 4" Sewer Service-Single (avg. length = 4ft), complete in place EA 1 $ 300.00 $ 300.00 4" Sewer Service-Double (avg length= 4 ft), complete in place EA 20 $ 400 .00 $ 8,000 .00 4" Sewer Service-Single (avg length= 48 ft), complete in place EA 5 $ 850 .00 $ 4,250.00 4" Sewer Service-Double (avg length= 48 ft), complete in place EA 8 $ 950 .00 $ 7,600.00 Complete 4" Sewer Service-Single (avg length= 4 ft), complete in place EA 1 $ 700 .00 $ 700 .00 Tie-In to Existing 12" PVC Sewer Line, complete in place EA 1 $ 1,000 .00 $ 1,000.00 Concrete Manhole -4' Dia -comp lete in place EA 3 $ 3,000.00 $ 9,000.00 TV Testing and Inspection, complete in place LF 658 $ 2 .00 $ 1,3 16.00 Adjust Rim Elevation of existing Manhole, complete in place EA 2 $ 500.00 $ 1,000.00 Sanitary Sewer Construction Items Subtotal $ 48,958.00 General Items Subtotal $ 54,906.00 Street Construction Concrete Pavement Items Subtotal $ 366,234.90 Storm Sewer Construction Items Subtotal $ 273,218.10 Water Construction Items Subtotal $ 86,610.00 Sanitary Sewer Construction Items Subtotal $ 48,958.00 TOTAL CONSTRUCTION $ 829,927.00 p:...12327 SC.HULTZ EN(;IHEERlNG1 LLC. Page 3 of 3 Item I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 SCHULTZ ENGINEERING, LLC. 2730 Longmire Drive, Suite A College Station, Texas 77845 Firm No. 12327 Barracks II Subdivision Phases 107 E I E . fC ngmeer s shmate o onstruchon Description Unit General Items Mobilization, Overhead and Construction Staking LS Topsoil Removal and Replacement, complete in place LS Street Name Signs, complete in place EA Stop Signs, comp lete in place EA Pavement Striping and Markings, complete in place LS Erosion & Sediment Control -SWPPP Implementation & Maintenance, Silt Fence, LS Constmction Exit, Rock Filter Dam, etc ., complete in place Hydroseed and Hydromulch, complete in place SY Street Construction Items Concrete Pavement Excavation & Grading, comp lete in place LS Mixing & incorporation of lime, 6" deep, complete in place SY Mixing & inco rporation of lime, 8" deep, complete in place SY Hydrated Lime, complete in place (27 lb/sy for 6" deep & 36 lb/sy for 8" deep) Ton 6" Reinforced Concrete Pavement w/Curb, complete in place SY 7" Reinforced Concrete Pavement w/Curb, complete in place SY Reinforced Concrete Pavement -Aprons -6" Thick w/ Monolithic Standard Curb, SF complete in place Reinforced Concrete Pavement -Alleys -6" Thick, complete in place SF Concrete Sidewalk & Ramps -4" thick, complete in place SF ADA Ramps -Detectable Warning Surfaces, complete in place EA Estimated Unit Price Ouantitv I $ 20,000.00 I $ 12 ,000.00 2 $ 350.00 2 $ 400.00 I $ 2,000 .00 I $ 5,000 .00 22,812 $ 0 .50 General Items Subtotal 1 $ 30,000.00 3,999 $ 2.30 3,663 $ 2 .90 120 $ 180 .00 1,803 $ 32 .00 3,173 $ 35 .00 2,806 $ 4 .50 13 ,153 $ 4.10 15 ,697 $ 3.60 6 $ 500 .00 Street Construction Concrete Pavement Items Subtotal Page 1of3 Total $ 20,000.00 $ 12,000 .00 $ 700.00 $ 800 .00 $ 5,000.00 $ 5,000 .00 $ 11 ,406 .00 $ 54,906.00 $ 30,000.00 $ 9,197.70 $ 10,622.70 $ 21,600 .00 $ 57,696.00 $ 111,055 .00 $ 12,62 7.00 $ 53 ,927 .30 $ 56 ,509.20 $ 3,000.00 $ 366,234.90 Barracks II Subdivision Phases 107 E I E . fC ngmeer s shmate o onstruchon Item Description Unit Estimated Unit Price Total Ouantitv Storm Sewer Construction Items 18 36" HOPE Pipe, complete in place -Structural Backfill, complete in place LF 16 $ 62 .00 $ 992 .00 19 36" HOPE Pipe, complete in place -Non-Structural Backfill, complete in place LF 1,354 $ 56 .00 $ 75 ,824 .00 20 30" RCP Pipe, complete in place -Structural Backfill, complete in place LF 991 $ 75 .00 $ 74,340 .00 21 30" HOPE P ipe , complete in pl ace -Structural Backfill, complete in place LF 351 $ 75 .00 $ 26,332 .50 22 24" RCP Pipe, complete in place -Structural Backfill, complete in place LF 161 $ 55 .00 $ 8,855 .00 23 18" HOPE Pipe, complete in place -Structural Backfill, complete in place LF 59 $ 30.00 $ 1,770 .00 24 18" RCP Pipe, complete in place -Structural Backfill, complete in place LF 220 $ 40 .00 $ 8,800 .00 25 Curb Inlet -10' wide, complete in place EA 6 $ 3,500 .00 $ 21,000 .00 26 Curb Inlet -5' wide, complete in place EA 2 $ 2,500 .00 $ 5,000.00 27 Inlet-3-V-4430 complete in place EA I $ 5,000 .00 $ 5,000.00 28 Inlet -V-4330 complete in place EA 3 $ 3,500 .00 $ 10 ,500 .00 29 8'x5' Junction Box, complete in place EA 2 $ 3,500.00 $ 7,000.00 30 8'x4' Junction Box, complete in place EA 3 $ 3,000.00 s 9,000.00 31 TV Testing and Inspection, complete in place LF 3,152 $ 2.00 $ 6,304.60 32 18" S .E.T .s 6H :lV, complete in place EA 2 $ 1,250.00 s 2,500.00 33 Channel Grading LS 1 s 6,000 .00 s 6,000 .00 34 Ditch Grading, complete in place LS 1 s 4,000 .00 s 4,000.00 Storm Sewer Cons t ruction Items Subtotal $ 273,218.10 Water Construction Items 35 12" C900 Water Pipe w/tracer wire -Structural Backfill, complete in place LF 253 s 36.00 $ 9,108.00 36 6" C900 Water Pipe w/tracer wire -Structural Backfill, complete in place LF 1223 s 24 .00 $ 29,352.00 37 Connect to Existing 6" Water Line EA 1 $ 500 .00 s 500 .00 38 Connect to Existing 12" Water Line EA 1 s 500.00 s 500.00 39 Fire Hydrant Assembly (w/valve, vert. extension), complete in place EA 2 s 3,500.00 s 7,000.00 40 6"x 6" M.J. Tee, complete in place EA 2 s 500.00 s 1,000 .00 41 12"x 6" M.J . Reducer, complete in place EA 1 s 500.00 s 500 .00 42 6" M .J . Gate Valve, complete in place EA 3 s 900.00 s 2,700.00 43 6" x 45° M.J . Bend, complete in place EA 10 s 400 .00 s 4,000 .00 44 1.0" Water Service, 23 ft (6" Line) EA 1 s 750 .00 s 750 .00 45 1.5" Water Service,< 15 ft (avg length= 2 ft) (6" Line) EA 10 s 800 .00 s 8,000 .00 46 1.5" Water Service,> 15 ft (avg length= 4 8 ft) (6" Line) EA 15 s 1,200.00 s 18,000 .00 47 1.5" Water Service,> 15 ft (avg length= 4 8 ft) (12" Line) EA 4 s 1,300.00 s 5,200.00 Water Construction Items Subtotal $ 86,610.00 Page 2 of 3 Item 48 49 50 51 52 53 54 55 56 57 58 Barracks II Subdivision Phases 107 E Er t re t r ngmeer s s 1ma e o ons rue 100 Description Unit Estimated Unit Price Total Quantity Sanitary Sewer Construction Items 6" PVC Sewer Line -D3034 -Structural Backfill, complete in place LF 584 $ 24 .00 $ 14 ,016.00 8" PVC Sewer Line -D3034 -Structural Backfill , complete in place LF 74 $ 24 .00 $ 1,776 .00 4" Sewer Service-Single (avg. length = 4ft), complete in place EA 1 $ 300.00 $ 300.00 4" Sewer Service-Double (avg length= 4 ft), complete in place EA 20 $ 400.00 $ 8,000 .00 4" Sewer Service-Single (avg length= 48 ft), complete in place EA 5 $ 850.00 $ 4,250.00 4" Sewer Service-Double (avg length = 48 ft), complete in place EA 8 $ 950.00 $ 7,600.00 Complete 4 " Sewer Service-Single (avg length= 4 ft), complete in place EA l $ 700.00 $ 700 .00 Tie-In to Ex isting 12" PVC Sewer Line, complete in place EA l $ l ,000.00 $ l ,000 .00 Concrete Manhole -4' Dia -complete in place EA 3 $ 3,000 .00 $ 9,000.00 TV Testing and Inspection, complete in place LF 658 $ 2.00 $ l ,316.00 Adjust Rim Elevation of existing Manhole, complete in place EA 2 $ 500.00 $ l ,000 .00 Sanitary Sewer Construction Items Subtotal $ 48,958.00 General Items Subtotal $ 54,906.00 Street Construction Concrete Pavement Items Subtotal $ 366,234.90 Storm Sewer Construction Items Subtotal $ 273,218.10 Water Construction Items Subtotal $ 86,610.00 Sanitary Sewer Construction Items Subtotal $ 48,958.00 TOTAL CONSTRUCTION $ 829,927.00 F'-123.27 SCHULTZ ENGINEERING. LLC ; Page 3 of 3 January 13, 2015 Alan Gibbs , P.E. City Engineer Development Services City of College Station College Station, Texas RE: Letter Acknowledging City Standards -The Barracks II Subdivision Phases 107 Dear Mr. Gibbs: Office: 979 .764.3900 Fax: 979 .764 .3910 The purpose of this letter is to acknowledge that the construction plans for the water, sanitary sewer, streets and drainage for the above-referenced project, to the best of my knowledge, do not deviate from the B/CS Design Guideline Manual except that there is a 1 foot clearance from the back of the curb to the sidewalk along Kimber Lane, Block 22. The rest of the subdivision has this clearance, and the developer would like to continue this alignment for the sake of continuity. No other alternate design or construction methodology was used. I also acknowledge that, to the best of my knowledge, the details provided in the construction plans are in accordance with the B/CS Standard Details. Sincerely, Josb:~:p~ Civil Engineer r:-12321 SCHULTZ ENGINEERING, LLC. P.O . Box 11995 • College Station , Texas 77842 schultzeng ineeringllc.com C ITY OF C ou"EGE STATION Home o/Texas A&M Univmity• FOR OFFICE USE ONLY CASE NO .: \L..\-ZJo<b DATE SUBMITTED : 03 · 2-3 · \5 TIME: \'·Y s STAFF: _f:\._..,.::J..__ ______ _ PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. D New Project Submittal D Incomplete Project Submittal -documents needed to complete an application . Case No .: Existing Project Submittal. Case No .: 14-00900268 Project Name THE BARACKS II SUBDIVISION-Ph 107 Contact Name JOE SCHULTZ, P.E. --------~ PhoneNumber_9_79_._76_4_.3~9~0_0 ________ _ We are transmitting the following for Planning & Development Services to review and comment (check all that apply): D Comprehensive Plan Amendment D Non-Residential Architectural Standards D Rezoning Application D Irrigation Plan D Conditional Use Permit D Variance Request D Preliminary Plan D Development Permit D Final Plat D Development Exaction Appeal D Development Plat D FEMA CLOMA/CLOMR/LOMA/LOMR D Site Plan [8] Grading Plan D Special District Site Plan [8] Other -Please specify below D Special District Building I Sign Civil Construction Plans -1-Y D Landscape Plan INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: D Comprehensive Plan Amendment [8] Waterline Construction Documents D TxDOT Driveway Permit [8] Sewerline Construction Documents D TxDOT Utility Permit [8] Street Construction Documents D Drainage Letter or Report D Easement Application D Fire Flow Analysis D Other -Please specify Special Instructions: 10/10 IC Print Form March 23, 2015 Kevin Ferrer Graduate Civil Engineer City of College Station 1101 Texas Avenue College Station, TX 77840 Re: The Barracks II Subdivision -Ph 107 -14-00900268 Dear Mr. Ferrer: Attached are four ( 4) full sets of construction documents for stamping. If you have any questions, please do not hesitate to call. Sincerely, Schultz Engineering, LLC. P.O . Box 11995 • College Station , Texas 77842 schultzengineeringllc.com Office : 979 .764 .3900 Fax : 979 .764.3910 CITY OF COI.LEGE STATION Home of Texas A&M University" FOR OFFICE USE ONLY CASE NO .: DATE SUBMITTED:------ TIME: STAFF: PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. [8] New Project Submittal D Incomplete Project Submittal -documents needed to complete an application . Case No.: D Existing Project Submittal. Case No.: Project Name THE BARACK$ II SUBDIVISION -Ph 107 Contact Name JOE SCHULTZ P.E. Phone Number 979. 764.3900 -------------- We are transmitting the following for Planning & Development Services to review and comment (check all that apply): D Comprehensive Plan Amendment D Non-Residential Architectural Standards D Rezoning Application D Irrigation Plan D Conditional Use Perm it D Variance Request D Preliminary Plan D Development Permit [8] Final Plat D Development Exaction Appeal D Development Plat D FEMA CLOMA/CLOMR/LOMA/LOMR D Site Plan [8] Grading Plan D Special District Site Plan [8] Other -Please specify below D Special District Build in g I Sign Civil Construction Plans D Landscape Plan INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: D Comprehensive Plan Amendment [8] Waterline Construction Documents D TxDOT Driveway Permit [8] Sewerline Construction Documents D TxDOT Utility Permit [8] Street Construction Documents D Drainage Letter or Report D Easement Application D Fire Flow Analysis D Other -Please specify Special Instructions: 10/10 Print Form THE BARRACKS II PH 107 FINAL PLAT CLOSES 1 N 42 ° 14' 17" E 140 .54 2 N 38 ° 43' 42" E , ch 65 .20 , r 532 .50 R 3 N 35 ° 13' 07'' E 135 .72 4 N 31 ° 53 ' 57'' E, ch 69.48 , r 600 R 5 N 28 ° 34' 47'' E 19.20 6 N 35 ° 24 ' 32 " E, ch 150.42 , r 632 .50 R 7 N 42 ° 14' 17" E 3 .77 8 N 02 ° 25' W , ch 35.14, r 25 L 9 S 47° 04' 17" E 589 .21 10 s 42 ° 14' 17" w 644 .85 11 N 47 ° 45' 43" W 95 12 N 02 ° 45' 43 " W , ch 35 .36 , r 25 R 13 N 42 ° 14' 17 " E 16 .51 14 N 47 ° 45' 43" W 50.00 15 s 42 ° 14' 17" w 16 .51 16 S 87 ° 14' 17" W , ch 35 .36 , r 25 R 17 N47°45'43"W65 18 N 02 ° 45' 43" W , ch 35.36 , r 25 R 19 N47°45'44"W24 20 S 87° 14' 17" W , ch 35.36 , r 25 R 21 N 47° 45' 43" W 65 22 N 02 ° 45' 43" W , ch 35 .36 , r 25 R 23 N 42 °14'17" E 21 .50 24 N 47° 45' 35" W 85 .00 THE BARRACKS II PH 107 FINAL PLAT CLOSES Scale = 1: 215 (Feet) 9 / / / Scale: 1 Inch= 163 Fee Area: 7 .661 Acres (333 ,714 .10 Square Feet) 14 -268 FINAL PLAT BARRACKS II PH 107 BLK 23 LTS 1-21; BLK 22 LTS 22-42 ; BLK 21 LTS 1-21 ACRES 7 .654 Area: 7.661 Acres (333 ,714 .10 Square Feet) Perimeter: 2475.518 Feet Gap= 3.408 (South 89 ° 38' 18" West) DOES NOT CLOSE 11-3-2014 BR 1. S42°14' l 7"W 644.85' 7 . N3 8°43'42"E Ch65 .20' Rad532 .501R. S87 °14' l 7"W Ch35 .36' Rad25 .0CU. N47 °45'43"W 50 .00' 2. S47 °04'17"E 574 .21' 8. N42°14'17"E 140 .54' 14 . N47 °45'44"W 24 .00' 20 . N42 °14'17"E 16 .51 ' 3. N02 °25'00"W Ch35 .14' Rad25 .00WN47°45 '35"W 85.00 ' 15. N02 °45'43 "W Ch35 .36' Rad25 .0Q'ILN02 °45'43"E Ch35 .36' Rad25 .00' L 4. N42 °14'17"E 40 .54 ' 10 . 42 °14'17"E 21.50' 16 . N47 °45'43"W 65.00' 22. N47 °45'43"W 95 .00' 5. N3 8°43'42"E Ch75 .61' Rad617.501L N02 °45'43"W Ch35 .36' Rad25 .00'7LS87 °14'17"W Ch35 .36' Rad25.00' L 6. N35 °13'07"E 260 .61' 12 . N47 °45'43"W 65 .00' 18 . S42 °14'17 "W 16 .51' GAP error cannot be greater than 0.10 (S ee SOP for Exceptions) 1 s 42 ° 14' 17 " w 644 .85 2 N 47 ° 45' 43" W 95 .00 3 N 02 ° 45' 43" W , ch 35 .36 , r 25 R 4 N 42 ° 14' 17 " E 16.51 5 N 47 ° 45' 43 " W 50 .00 6 s 42 ° 14 ' 17 " w 16 .51 7 S 87 ° 14' 17" W , ch 35 .36 , r 25 R 8 N47°45'43 "W65 9 N 02 ° 45' 43 " W , ch 35.36 , r 25 R 10 N 47° 45 ' 44 " W 24 11 S 87 ° 14 ' 17 " W , ch 35 .36 , r 25 R 12 N 47 ° 45' 43 " W 65 13 N 02 ° 45' 43" W , ch 35 .36 , r 25 R 14 N 42 ° 14' 17" E 21 .50 15 N 47 ° 45' 35" W 85 16 N 42 ° 14' 17" E 140 .54 17 N 38 ° 43 ' 42" E, ch 65 .20 , r 532 .5 L 18 N 35 ° 13' 07'' E 260 .61 19 N 38 ° 43' 42" E, ch 75 .61 , r 617 .50 L 20 N 42 ° 14' 17" E 40 .54 21 N 02 ° 25' W , ch 35 .14 , r 25 L 22 S 47° 04 ' 17" E 574 .21 22 / / 19 I 18. h ) / / 16 ~ 1r / ~ 12 .----'°'. / ( ~~ / / (; ~ / / 2 Scale= 1 · 212 (F · eel) N ! AR~~SI Zoning Districts R E RS GS R-1B D T Rural Estate Restricted Suburban General Suburban Single Family Residential Duplex Townhouse PH 300 R-4 R-6 MHP 0 SC GC Cl BP vr DEVELOPMENT REVIEW Multi-Famliy High Density Multi-Family Manufactured Home Park Office Suburban Commercial General Commercial Commercial-Industrial Business Park BPI NAP C-3 M-1 M-2 C-U R&D P UD -M Business Park Industrial Natural Areas Protected Light Commercial Light Industrial Heavy Industrial College and University Research and Development Pl d M. d U D lo anne 1xe -se eve >pment THE BARRACKS 11 PH 107 C a se : 14 -268 POD WPC NG-1 NG-2 NG-3 ov ROD KO Planned Development District Wolf Pen Creek Dev. Corridor Core Northgate Transitional Northgate Residential Northgate Corridor Overlay Redevelopment District K kl' 0 r1 rene ap ve ay FINAL PLAT Addendum 1 To Modifications to The Barracks Detention Facility JANUARY 2015 Prepared By : Kimley»> Horn BACKGROUND Since the approval of the Modifications to The Barracks Detention Facility dra inage report, Kimley Horn was asked by the owner and development engineer to evaluate an inte ri m condition in the bas in defined by Outfall J-C1 . This basin is comprised of the eastern side of the project site , which includes proposed Pond 5 serving drainage areas C1 , C2 , and C3 . The original report for The Barracks development was prepared by Kimley Horn and reviewed and approved by the City of College Station in November of 2014. The report included the background and methodology of t he hydrologic analysis for the project area and establ ished the predevelopment runoff cond it ions and proposed postdevelopment conditions at full bu ild out. The characte ri stics of the proposed detention ponds and associated outfall structures designed to m itigate post development discharges to levels equal to or less than those established in the existing cond itions analysis we re also presented in the report. This addendum follows the same background , methodology, and approach of the origi nal study and is intended to append the existing report prepared by Kimley Horn & Associates , Inc. dated Novembe r 10 , 2014 for the purposes of outlin i ng the analysis and results of the Interim Condition 1 to allow for the development of a portion of DA C1 prior to constructing Pond 5 and its associated outfall structu re . Th is concept of develop ing a portion of the J-C1 basin without constructing Pond 5 is gene rally acceptable due to the fact that the basin and pond operate independent of the other detention ponds and the co ntributing area to outfall J-C1 has been reduced from 55 .20 total acres in existing conditions to 29 .80 acres in proposed conditions. BASIN J -C1 INTERIM CONDITION Pond 5 operates independently of the other ponds to mitigate peak runoff discharges for DAs C1 , C2 , and C3. Addendum 1 presents the analysis of Interim Condition 1, which is comprised of developing 8.63 acres of the total 13. 72 acres of DA C1 , prior to constructing Pond 5. This interim cond ition of developing a portion of DA C1 assumes that all other areas in the J-C1 bas in remain in existing conditions including the rema ining 5.09 acres of C1 , and all of C2 , and C3 . The analysis assumes the complete bu ild ing out of Basins J-A5 , J-C2 , and J-D1 and the construction of Ponds 1, 2 , 3 , and 4 , however, execution of the Interim Condition 1 for basin J-C1 could occur prior to the modifications of the other basins and ponds. Please see Table 1 and 2 from the original report for the predevelopment and full bu il d out post development hydrologic parameters and Figure 1 for the outline of the proposed DA C1 build out extents for Interim Condition 1. INTERIM 1 HYDROLOGIC CONDITIONS Table 9 below presents proposed hydrologic conditions for Interim Conditions 1. These conditio ns reflect the full bu ild out of Bas ins J-A5, J-C2 , and J-D 1, the part ial build out of DA C1 , and DA C2 , and C3 remaining in existing conditions. This can be confirmed by comparing Tables 1 and 2 from the original report with the included Table 9. Va l ues that differ from Table 2 are boldface on Table 9. The imperv ious cover calculations are included in Appendix 1 included w ith this addendum . The proposed conditions model was modified to incorporate the changes to DAs C1 , C2 , and C3 and exclude Pond 5 for the Interim Condition 1 analysis . All other variables including those of the other post Mod ificat ions to The Ba rr ack s Detention Facility I Ad dendum 1 Ja nuary 15 I 6.1 development drainage areas , parameters of Ponds 1, 2, 3, and 4 , and the downstream hydraulic cond itions remained the same for the analysis Table 9. Interim Condition 1 -Post-Development Hydrologic Conditions Basin Area (ac re) Avg . Slope (%) % Imperv ious Base CN A1 13 .51 1.0% 79 % 75 A2 11.22 1.0% 0% 75 A3 13.56 1.1% 25 % 75 A4 15.32 2.0% 13 % 75 81 19.42 2.0% 43 % 75 \0 13 .72 1.0% 47 % 79 C2 2.18 2.0% 0% 79 C3 6.74 2.0% 0% 79 01 3.69 1.0% 78 % 79 E1 2.59 2.0% 0% 79 E2 13.56 1.5% 1% 79 E3 3.91 1.5% 0% 79 E4 26 .93 0.7% 8% 79 F1 31 .03 0.5% 6% 79 F2 4.51 0.5% 60 % 79 F3 34 .49 1.2% 11 % 79 F4 104.37 1.0% 0% 79 F5 117 .08 1.4% 9% 79 F6 75 .73 1.0% 24% 79 G1 7.16 1.0% 16 % 79 P1 1.53 2.0% 67 % 79 P2 9.11 2.0% 62% 79 P3 3.63 2.0% 42 % 79 P4 4.27 2.0% 58% 79 P5 11.67 2.0 % 70% 79 P6 15 .76 2.0% 72% 79 P7 16.93 2.0% 52 % 79 P8 26 .05 2.0% 37% 79 pg 9.44 2.0% 92% 79 P10 2.58 2.0% 98% 79 P11 1.33 2.0% 75% 79 P12 3.25 2.0% 91% 79 P13 13 .51 2.0% 56% 79 P14 6.24 2.0% 59% 79 P15 2.83 5.0% 98% 79 Event 2 10 25 50 100 PROPOSED INTERIM CONDITION 1 RESULTS After adjusting the proposed condition model to incorporate the desired conditions of the interim state , it was determined that developing a portion of DA C1 to a condition of 47% impervious (8 .63 acres of town homes while DAs C2 , and C3 remain in existing conditions -0% impervious) prior to constructing Pond 5 will not cause peak allowable discharges to exceed those of existing conditions for outfall J-C1 in the 2 , 10 , 25, 50 or 100 year event. Table 10 presents the proposed interim conditions peak discharge for each project outfall. Table 10 . Proposed Interim Condition 1 Peak Discharges Peak Discharge (cfs) Recurrence Interval J-A5 J-C2 J-C1 J-D1 2 Yr 191 .87 0.00 63 .06 9.52 10 Yr 410.06 1.67 117 .26 16 .08 25 Yr 487 .11 2.22 136.12 18 .35 50 Yr 627.18 20 .71 162.50 21 .52 100 Yr 782.07 81 .03 185 .08 24 .24 Table 11 summarizes the discharges of each of the project outfalls defined in the original study along with their corresponding predevelopment peak discharge value . Table 11 . Interim 1 & Existing Conditions Outfall Peak Discharge Comparison J-A5 J-C2 J-C1 QpEx QpPr Delta QpEx QpPr Delta QpEx QpPr Delta QpEx (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 191.99 191.87 -0 .12 13.11 0.00 -13 .11 84 .59 63.06 -21 .53 22.08 454 .11 410 .06 -44 .05 32 .94 1.67 -31 .28 186.25 117 .26 -68 .99 63 .83 557 .88 487 .11 -70 .77 40 .33 2.22 -38 .11 218.50 136.12 -82.38 80 .00 705 .71 627.18 -78.53 74.85 20.71 -54 .14 268 .22 162 .50 -105 .72 103.47 834 .54 782.07 -52.47 132.01 81 .03 -50 .98 311 .02 185.08 -125 .94 124 .19 The full EPA SWMM analysis output is also included in Appendix 1 included with Addendum 1. Modi fications to The Bar racks Detention Facility I Addendum 1 Janu ary 15 I 6.1 J-01 Qp Pr (cfs) 9.52 16 .08 18.35 21 .52 24 .24 Delta (cfs) -1 2.56 -47 .75 -61 .66 -81 .95 -99 .95 ® ~ ---/" / ' ' ->Z ' ' LEGEND BARRACKS DEVELOPMENT AREA FOR WHICH DETENTION IS PROVlDED 111111111111111111111111111 J-C 1 BASIN INTERIM 1 DEVELOPMENT EXTENTS (PHASE 107 & 108 -8.63 AC .) - - - -DRAINAGE AREA BOUNDARY ------PROPERTY BOUNDARY F IGURE 1 - ® DRAINAGE AREA LABEL 8 SYSTEM OUTFALL /JUNCTION INTERIM COND ITION 1 DEVELOPMENT EXTENTS ftVU--6flor.lttll ClilAVi J OM.aJJ.8lHXBJ.llOdBlllftllONBa~t:nv.L ·OJ6.~1IOIUDWOIAD-J..S.'.1..:z arn'Jrrl1 PlY OAI noVH/I WLU. 'S:uaB'1 AS cm.u Appendix 1: Proposed Interim Condition 1 Model SWMM Hydrologic Parameters SWMM Impervious Cover Calculations SWMMOutput 2-Year Event Analysis 10-Year Event Analysis 25-Year Event Analysis 50-Year Event Analysis 100-Year Event Analysis The Barracks -Detention Facility Design Hydrologic Conditions -Interim 1 Analysis Kimley-Horn & Associates EPA-SWMM Distributed Model -Subcatchment Parameters PROPOSED CONDITIONS Flow Length DA's Area (ft) Width (ft) Slope(%) % Imper N-lmperv N-Perv Al 13.51 100 5884.956 1.0% 79% 0 .013 0.41 A2 11 .22 500 977.4864 1.0% 0% 0 .013 0.2 A3 13.56 300 1968.912 1.1% 25 % 0 .013 0 .2 A4 15 .32 350 1906.6834 2.0% 13 % 0 .013 0 .2 Bl 19.42 100 8459.352 2.0% 43 % 0 .013 0.41 Cl 13.72 50 11952 .864 1.0% 47% 0 .013 0.41 C2 2.18 20 4748 .04 2.0% 0% 0 .013 0.41 C3 6.74 62 .5 4697.5104 2.0% 0% 0.013 0.41 Dl 3.69 50 3214.728 1.0% 78% 0.013 0.41 El 2.59 300 376.068 2.0% 0% 0 .013 0 .2 E2 13 .56 300 1968.912 1.5% 1% 0 .013 0 .25 E3 3 .91 300 567 .732 1.5% 0% 0 .013 0 .2 E4 26.93 300 3910.236 0 .7% 8 % 0.013 0 .2 Fl 31.03 200 6758.334 0.5 % 6% 0 .013 0 .25 F2 4 .51 50 3929.112 0.5 % 60% 0 .013 0.2 F3 34.49 200 7511.922 1.2% 11 % 0 .013 0 .25 F4 104.37 300 15154.524 1.0% 0 % 0.013 0.2 FS 117 .08 150 34000.032 1.4% 9% 0 .013 0.25 F6 75 .73 200 16493.994 1.0% 24% 0 .013 0 .2 Gl 7 .16 40 7797 .24 1.0% 16% 0 .013 0 .2 Pl 1.53 50 1332.936 2.0 % 67 % 0.013 0.41 P2 9.11 60 6613 .86 2.0% 62 % 0.013 0.41 P3 3.63 60 2635.38 2.0% 42 % 0 .013 0.41 P4 4 .27 60 3100.02 2.0% 58 % 0 .013 0.41 PS 11.67 135 3765.52 2.0% 70% 0 .013 0.41 P6 15 .76 60 11441.76 2.0% 72 % 0 .013 0.41 P7 16.93 120 6145.59 2.0% 52 % 0 .013 0.41 PS 26.05 75 15129 .84 2.0% 37% 0 .013 0 .41 pg 9.44 70 5874.3771 2.0% 92 % 0 .013 0.41 PlO 2.58 5 22476.96 2.0% 98 % 0 .013 0.41 Pll 1.33 62 .5 926.9568 2.0% 75% 0 .013 0.41 P12 3 .25 50 2831.4 2.0% 91 % 0 .013 0.41 P13 13.51 115 5117.353 2.0% 56% 0 .013 0.41 Pl4 6.24 50 5436.288 2.0% 59% 0 .013 0 .041 PlS 2.83 50 2465.496 5 .0% 98 % 0 .013 0 .041 Depth-Depth- lOOYr Flow lmperv (in) Perv Base CN (ds) (in) 0 .06 0 .15 75 88 .13 0 .06 0.2 75 27 .71 0 .06 0.2 75 75.46 0 .06 0 .2 75 82.43 0 .06 0 .15 75 119.67 0 .06 0 .15 79 87 .27 0 .06 0.15 79 13 .30 0 .06 0 .15 79 40.20 0 .06 0 .15 79 24.26 0 .06 0 .2 79 14.13 0 .06 0.2 79 72.28 0 .06 0.2 79 20 .75 0 .06 0 .2 79 136.87 0 .06 0 .3 79 156.3 0 .06 0 .2 79 25 .11 0 .06 0 .3 79 194.1 0 .06 0 .2 79 528 .73 0 .06 0 .3 79 684.11 0 .06 0 .2 79 451.25 0 .06 0 .2 79 44 .32 0 .06 0.15 79 9.95 0 .06 0 .15 79 58 .94 0 .06 0 .15 79 22 .99 0.06 0 .15 79 27 .51 0 .06 0.15 79 75 .91 0.06 0 .15 79 110.85 0 .06 0 .15 79 106.42 0 .06 0 .15 79 163.51 0 .06 0 .15 79 62 .81 0 .06 0 .15 79 17 .26 0 .06 0 .15 79 8 .71 0 .06 0 .15 79 21.61 0 .06 0 .15 79 86.57 0 .06 0 .15 79 40 .36 0 .06 0 .15 79 18.93 The Barracks -Detention Facility Design Hydrologic Conditions -Interim 1 Analysis Kimley-Horn & Associates Proposed Conditions Impervious Area Computations Pl P2-build out P3 Land Use Area Imper Area Area %1mperv Imper Area Area %1mperv TH 1.37 1.03 7.51 75 % 5.63 2.02 75 % SF 0 .00 45 % 0 .00 45 % Come 0.00 85 % 0 .00 85 % Pond 0 .00 98 % 0 .00 98 % Open 0 .16 0 .00 1.60 0% 0 .00 1 .61 0% Ex . Cond . 0 .00 -0 .00 - Total Area 1.53 1.03 9.11 5.63 3.63 Tot.% lmprv. 67% 62% 42% PS P6 P7 Land Use Area Imper Area Area %1mperv Imper Area Area % lmperv TH 10.92 8 .19 15 .06 75 % 11.30 3.79 75 % SF 0 .00 45 % 0 .00 13 .14 45 % Come 0 .00 0 85 % 0 .00 85 % Pond 0 .00 98% 0 .00 98% Open 0.75 0 .00 0 .70 0% 0 .00 0% Ex. Cond. 0 .00 -0 .00 - Total Area 11.67 8.19 15.76 11.30 16.93 Tot.% lmprv. 70% 72% 52% pg PlO Pll Land Use Area Imper Area Area % lmperv Imper Area Area %1mperv TH 0 .00 75 % 0 .00 1.33 75% SF 0 .00 45 % 0 .00 45% Come 4 .44 3 .77 85 % 0 .00 85 % Pond 5 4 .90 2.58 98% 2.53 98 % Open 0 .00 0% 0 .00 0% Ex. Cond . 0 .00 -0 .00 - Total Area 9.44 8.67 2 .58 2.53 1.33 Tot.% lmprv. 92% 98% 75% P13 Pl4 Land Use Area Imper Area Area % lmperv Imper Area TH 8.65 6.49 75 % 0 .00 SF 0 .00 45 % 0 .00 Come/MultiF 1.2 1.02 3.35 85 % 2.85 Pond 0 .00 0 .88 98% 0 .86 Open 3.66 0 .00 2.01 0% 0 .00 Ex . Cond . 0 .00 -0 .00 Total Area 13.51 7.51 6.24 3.71 Tot.% lmprv. 56% 59% Dl Cl C2 Land Use Area Imper Area Area %1mperv Imper Area Area % lmperv TH 0 .00 8.63 75 % 6.47 75 % SF 0 .00 45 % 0 .00 45 % Come/MultiF 3.37 2.86 85 % 0 .00 85 % Pond 0 .00 98 % 0 .00 98 % Open 0.32 0 .00 0% 0 .00 0% Ex . Cond . 0 .00 5 .09 0% 0.00 2.18 0% Total Area 3.69 2.86 13.72 6.47 2.18 Tot.% lmprv. 78% 47% 0% P4 Imper Area Area % lmperv Imper Area 1.52 3.32 75 % 2.49 0.00 45 % 0 .00 0.00 85 % 0 .00 0 .00 98% 0 .00 0 .00 0 .95 0% 0.00 0.00 -0 .00 1.52 4.27 2.49 58% PS Imper Area Area %1mperv Imper Area 2.84 8 .77 75 % 6.58 5 .91 6.59 45 % 2.97 0 .00 85 % 0 .00 0 .00 98 % 0 .00 0 .00 10.69 0% 0 .00 0 .00 -0.00 8.76 26 .05 9.54 37% Pl2 Imper Area Area % lmperv Imper Area 1.00 75 % 0 .00 0 .00 45 % 0 .00 0 .00 1.62 85 % 1.38 0 .00 1 .6 98 % 1.57 0 .00 0 .03 0% 0.00 0 .00 -0.00 1.00 3.25 2.95 91% C3 Imper Area Area % lmperv Imper Area 0.00 75 % 0 .00 0.00 45 % 0 .00 0 .00 85 % 0.00 0 .00 98 % 0.00 0 .00 0% 0 .00 0 .00 6.74 -0.00 0.00 6.74 0.00 0% EPA STORM WATER MANAGEMENT MODEL -VERSION 5 .0 (Build 5 .0 .022) ********************************************************* NOTE: The swrunary statis t ics displayed in this report are based on results found a t every computational time step, not just on results from each reporting time step . ********************************************************* **************** Analysis Options **************** Flow Units ............... CFS Process Models: Rainfall/Runoff ........ YES Snowmel t . . . . . . . . . . . . . . . NO Groundwater ............ NO Flow Routing ........... YES Ponding Allowed ........ YES Water Quality .......... NO Infiltration Method ...... CURVE NUMBER Flow Routing Method ...... DYNWAVE Starting Date ............ JAN-01-2011 00 :00:00 Ending Date .............. JAN -03 -2011 20 :00:00 Antecedent Dry Days ...... 0 .0 Report Time Step ......... 00 :00 :01 Wet Time Step ............ 00 :01 :00 Dry Time Step ............ 01 :00 :00 Routing Time Step ........ 1 .00 sec WARNING 04 : minimum elevation drop used for Conduit 2 WARNING 04: minimum elevation drop used for Conduit 3a WARNING 04: minimum elevation drop used for Conduit 2514-over WARNING 05 : minimum slope used for Conduit 2514-over WARNING 04 : minimum elevation drop used for Conduit 3b WARNING 04: minimum elevation drop used for Conduit RR -OVER WARNING 04 : minimum elevation drop used for Conduit OW-OVER WARNING 04 : minimum elevation drop used for Conduit CAIN-OVER WARNING 04 : minimum elevation drop used for Conduit P -l.3A WARNING 04 : minimum elevation drop used for Conduit P-1. 3B WARNING 05: minimum slope used for Conduit P -l.3B WARNING 04: minimum elevation drop used for Conduit P -1. 3C WARNING 02 : maximum depth increased for Node Pl-BarPnd-01 WARNING 02: maximum depth increased for Node MH-l-3A ************* Element Count ************* Number of rain gages ...... 1 Number of subcatchments ... 35 Number of nodes ........... 67 Number of links ........... 91 Number of pollutants ...... 0 Number of land uses ....... 0 **************** Raingage Swrunary **************** SWMM 5 -Prop In te rim 1 2 Ye ar Page 1 Name Data Source Gage 2 -Yr ******************** Subcatchment Summary ******************** Name Area Width Data Type CUMULATIVE %Imperv Recording Interval 30 min . %Slope Rain Gage Outlet ------------------------------------------------------------------------------------------------------- Al 13.51 5884 .96 79 .00 1 .0000 Gage Jl A2 11. 22 977 .4 9 0.00 1.0000 Gage Jl A3 13.56 1968 .91 25.00 1.1000 Gage Ex-BarPnd A4 15.32 1906 .68 13.00 2.0000 Gage Ex-BarPnd Bl 19 .42 8459 .35 43 .00 2 .0000 Gage Ex-WGPnd Cl 13. 72 11952 . 90 47 .00 1 .0000 Gage 743le C2 2.18 4748 .04 0 .00 2 .0000 Gage 743le C3 6 .74 4697 .51 0 .0 0 2 .0000 Gage 743le Dl 3.69 3214 .73 78 .00 1. 0000 Gage OF-Site El 2.59 37 6 . 07 0 .00 2.0000 Gage POND! E2 13 .56 1968.91 1. 00 1 .5000 Gage POND3 E3 3.91 567 .73 0 .00 1 .5000 Gage POND3 E4 26.93 3910 .24 8 .00 0 .7000 Gage POND3 Fl 31. 03 6758 .33 6 .00 0 .5000 Gage 7229w F2 4.51 3929.00 60 .00 0 .5000 Gage 7229e F3 34.49 7511.92 11. 00 1. 2 000 Gage DS-CAINw F4 104.37 15154.52 0 .00 1 .0000 Gage J -B2 FS 117. 08 34000.00 9 .00 1. 4000 Gage J -B2 F6 75 .73 16493.99 24 .00 1 .0000 Gage 5800 Gl 7.16 7797.00 16 .00 1 .0000 Gage 743 l e Pl 1. 53 1332 .94 67 .00 2 .0000 Gage USCapps P2 9 .11 6613.86 62 .00 2.0000 Gage J2 P3 3 .63 2635 .38 42 .00 2.0000 Gage J3 P4 4.27 3100 .02 58 .00 2 .0000 Gage US Deacon PS 11 . 67 3765 .52 70 .00 2 .0000 Gage POND! P6 15.76 11442 . 00 72 . 00 2 .0000 Gage POND! P7 16.93 6145.59 52 .00 2 .0000 Gage POND3 P8 26 .05 15129.84 37 .00 2.0000 Gage POND3 P9 9.44 5874.38 92 .00 2 .0000 Gage POND! PlO 2.58 22476.96 98 .00 2 .0000 Gage POND2 Pll 1. 33 926 .96 75 .00 2 .0000 Gage MH -l-2A Pl2 3.25 2831. 40 91 .00 2 .0000 Gage OF-Site Pl3 1 3 .51 5117 .35 56 .00 2 .0 000 Gage POND4 Pl4 6.24 5436.29 59 .00 2.0000 Gage OF -Site Pl5 2.83 2465 .00 98 .00 5 .0000 Gage POND3 ************ Node Summary ************ Invert Max . Ponded External Name Type Elev. Depth Area Inflow ------------------------------------------------------------------------------ 5400 JUNCTION 280 .95 10.05 0.0 5431 JUNCTION 280 .95 10.18 0 .0 DS -2514 JUNCTION 280 .95 12.44 0 .0 US -2514 JUNCTION 281.82 11. 57 0 .0 5646 JUNCTION 281. 82 10 .18 0.0 5667 JUNCTION 282 .10 13.41 0.0 DS -RR JUNCTION 282 .35 13. 41 0.0 US -RR JUNCTION 282 .46 13 .41 0 .0 5714 JUNCTION 282.59 13.41 0.0 5750 JUNCTION 283 .19 12 .81 0.0 DS-OW JUNCTION 283 .26 12.09 0.0 us -ow JUNCT I ON 283 .84 12.09 0 .0 5800 JUNCT I ON 283.91 12 .09 0 .0 6000 JUNCTION 283 .95 12 .05 0 .0 6200 JUNCTION 284 .49 11. 51 0.0 6400 JUNCTION 285 .03 10.97 0.0 6600 JUNCTION 285 .56 10.44 0 .0 6800w JUNCTION 289 .00 7.00 0 .0 6800m JUNCTION 286 .10 9 .65 0 .0 6800e JUNCTION 288 .00 9 .80 0.0 6896w JUNCTION 289 .80 8.10 0 .0 SWMM 5 -Prop Interim 1 2 Year Page2 6896m JUNC TI ON 286.40 11. 4S 0 .0 6896e JUNCTION 288 .1 0 9.70 0 .0 DS -CAINw JUNCTION 289.8S 6.10 0 .0 DS-CAINm JUNCTION 286 .66 11. 64 0 .0 OS-Caine JUNCTION 288.13 9.30 0 .0 US-CAINw JUNCTION 289 .90 6 .1 0 0 .0 US-CA!Nm JUNCTION 287.Sl 10 .79 0 .0 US-Caine JUNCTION 288.32 9.30 0 .0 6983w JUNCTION 289 .9S 7 .0S 0 .0 6983m JUNCTION 287 .88 9 .07 0 .0 6983e JUNCTION 288 .SO 9 .30 0 .0 7229w JUNCTION 291 .90 S .40 0 .1 7229m JUNCTION 289 .79 7 .66 0 .0 7229e JUNCTION 289 .80 7.70 0 .0 OF-Site JUNC TION 292 .70 9 .83 0 .0 743lm JUNCTION 293 .30 S .6S 0 .0 743le JUNC TION 291.10 6.90 0 .0 OS-Deacon JUNCTION 294 .94 7 .02 100 .0 USDeacon JU NCTI ON 29S .4S 6 .SS 100 .0 OS-Travis JUNCTION 29S .79 6.00 100 .0 US-Travis JUNC TI ON 29S .94 10 .00 100 .0 J 3 JUNCTION 296 .69 6 .00 0 .0 J2 JUNCTION 298 .07 4.80 0 .0 DSCapps JUNC TI ON 301. 37 S .67 0 .0 USCapps JUNC TI ON 301. S8 S .67 100 .0 Jl JUNCTION 302 .12 6 .00 100 .0 J-B2 JUNC TI ON 301 .SO 7 .00 0 .0 J-BP JUNC TI ON 30S .60 9 .SO 0.0 OF-PONDl JUNC TI ON 294 .98 13 .SO 0 .1 Pl-BarPnd-01 JUNCTION 306 .00 9 .40 20 .0 MH-l-2A JUNCTION 29S .19 4 .81 16 .0 MH-l-2B JUNCTION 29S .OO 6 .00 1 6 .0 MH-l-3A JUNCTION 289.00 17 .00 200 .0 MH-l-3B JUNCTION 289 .00 lS .00 144 .0 MH -l-3C JUNCTION 289 .00 16.00 144.0 p 3.4-l JUNCTION 301. 00 17 .20 0.0 P3.4-2 JUNC TI ON 297.20 2 .SO 0 .0 P3.4-3 JUNC TI ON 296.32 2 .00 0 .0 PLUG JUNCTION 600 .00 0 .00 0 .0 OF-S300 OUTFALL 280 .63 10 .0S 0 .0 Ex-BarPnd STORAGE 30S.60 9 .40 0 .0 Ex-WGPnd STORAGE 304 .37 3 .70 0 .0 PONDl STORAGE 287.00 13 .SO 0 .0 POND2 STORAGE 289.00 11. 40 0 .0 POND3 STORAG E 287 .00 17 .00 0 .0 POND4 STORAGE 288.00 10 .00 0 .0 ************ Link Summa r y ************ Name From Node To Node Type Length %Slope Roughness ------------------------------------------------------------------------------------------ 1 S400 OF -S300 CONDUIT 100.0 0.3200 0.0200 2 S431 S400 CONDUIT 31. 0 0.0032 0 .0200 3a DS-2Sl4 S431 CONDUIT 26 .0 0.0038 0 .0200 2Sl4-C US-2Sl4 DS -2Sl4 CONDUIT 174.0 o.sooo 0 . 0130 2Sl4-over US-2Sl4 DS -2S l 4 CONDUIT 174.0 0.0010 0.0130 3b S646 US-2Sl4 CONDUIT so.o 0 .0020 0 .0200 4 S667 S646 CONDUIT 21.0 l.333S 0.0200 SA DS-RR S667 CONDUIT 30.0 1. 2168 0.0400 RR-Cl US-RR DS-RR CONDUIT 12.0 0.9167 0.0400 RR-OVER US-RR DS -RR CONDUIT 12 .0 0.0083 0.0200 SB S714 US -RR CONDUIT lS.O 1.26S4 0 .0400 6 S7SO S714 CONDUIT 36 .0 2 .1338 0.0400 7A DS-OW S7SO CONDUIT 30.0 0 .2333 0 .0400 ow-c us-ow DS -OW CON DU IT 40 .0 1. 4S02 0 .0130 OW -OVER us-ow DS -OW CONDUIT 40.0 0.002S 0 .0130 7B S800 us -ow CONDUIT so.o 0.1400 0 .0400 8 6000 S800 CONDUIT 200 .0 0 .0200 0.0400 9 6200 6000 CONDUIT 200.0 0 .4806 0 .0400 1 0 6400 6200 CONDUIT 200.0 0.3429 0 .0400 11 6600 6400 CO NDUIT 200.0 0 .26SO 0.0400 12w 6800w 6600 CONDUIT 316.0 1. 0887 0.0300 12m 6800m 6600 CONDUIT 199.0 0 . 2714 0 .0300 SWMM 5 -Prop Interim 1 2 Yea r Page 3 12e 6800e 6600 CONDUIT 490 .0 0 .4980 0.0300 13w 6896w 6800w CONDUIT 426 .0 0 .1878 0 .0300 13m 6896m 6800m CONDUIT 96 .0 0 .3125 0 .0300 13e 6896e 6800e CONDUIT 30 .0 0 .3333 0 .0300 14Aw DS -CA I Nw 6896w CONDUIT 27 .0 0 .1852 0 .0300 14Am DS -CAINm 6896m CONDUIT 30 .0 0 .8667 0 .0300 14Ae DS-Caine 6896e CONDUIT 30 .0 0 .1000 0 .0300 Cai n -Cw US-CAINw DS -CAINw CONDUIT 50 .0 0 .1000 0 .0220 CAIN-Cm US -CAINm DS-CAINm CONDUIT 50 .0 1 .7002 0 .0220 Cain-Ce US -Caine DS-Caine CONDUIT 36 .0 0 .5278 0 .0220 CAIN-OVER US -CAINm DS -CAINm CONDUIT 50 .0 0 .0020 0 . 0130 14Bw 6983w US-CAINw CONDUIT 30 .0 0 .1667 0 .0300 14Bm 6983m US-CAINm CONDUIT 30 .0 1.2334 0 .0300 14Be 6983e US-Caine CONDUIT 32 .0 0 .5625 0 .0300 15w 7229w 6983w CONDUIT 182 .0 1.0715 0 .0300 15m 7229m 6983m CONDUIT 223 .0 0 .8565 0 .0300 15e 7229e 6983e CONDUIT 221. 0 0 .5882 0 .0300 16w OF -Site 7229w CONDUIT 273 .0 0 .2930 0 .0300 16m 743lm 7229m CONDUIT 202 .0 4 .3307 0 .0300 16e 743le 7229e CONDUIT 177 .0 0 .7345 0 .0300 17w OF -POND! OF -Site CONDUIT 484 .0 0 . 4711 0 .0300 POND1-conx2 OS -Deacon POND! CONDUIT 70 .0 8 .5164 0 .0130 PONDl-conx OS -Deacon POND! CONDUIT 70 .0 8 .5164 0 .0120 Deacon-C US Deacon OS-Deacon CONDUIT 68 .0 0 .2941 0 .0130 C-C2 OS-Travis US Deacon CONDUIT 110 .0 0 .3400 0 .0300 Travis-C US -Travis OS-Travis CONDUIT 50 .0 0 .3000 0 .0130 C-Cl J3 US-Travis CONDUIT 400 .0 0 .2063 0 .0300 B-B2 J2 J3 CONDUIT 275 .0 0 .5370 0 .0300 B-Bl DSCapps J2 CONDUIT 625 . 0 0 .5650 0 .0300 Capps-C USCapps DSCapps CONDUIT 47 .0 0 .4468 0 .0120 SecA-A Jl USCapps CONDUIT 115 . 0 0 .5447 0 .3000 P2 Pl -8arPnd-Ol Jl CONDUIT 580 .0 0 .6690 0 .0130 Pl J-8P Jl CONDUIT 580 .0 0 .6000 0 .0130 R-M J-82 6000 CONDUIT 3500 .0 0 .5014 0 .0500 EQ -6800w 6800w 6800m CONDUIT 30 .0 0 .1667 0.0100 EQ -6800e 6800e 6800m CONDUIT 30 .0 0 .1667 0 .0100 EQ -6896w 6896w 6896m CONDUIT 30.0 0 .1667 0 .0100 EQ -6896e 6896e 6896m CONDUIT 30 .0 0 .1667 0 .0100 EQ-DS-Cainw DS -CAINm DS-CAINw CONDUIT 30 .0 0 .1667 0 .0100 EQ -DS-Caine DS -Caine DS-CAINm CONDUIT 30 .0 0 .1667 0 .0100 EQ -US-CainW US -CAINw US -CA I Nm CONDUIT 30.0 0 .1667 0 .0100 EQ -US-Caine US-Caine US-CA I Nm CONDUIT 30 .0 0 .1667 0 .0100 EQ -6983w 6983w 6983m CONDUIT 30.0 0 .1667 0.0100 EQ-6983e 6983m 6983e CONDUIT 30 .0 0 .1667 0 .0100 EQ-7229w 7229w 7229m CONDUIT 30 .0 0 .1667 0 .0100 EQ -7229e 7229e 7229m CONDUIT 30 .0 0 .1667 0 .0100 EQ -743lw OF -Site 743lm CONDUIT 30.0 0 .1667 0 .0100 EQ-743le 743le 743lm CONDUIT 30.0 0 .1667 0 .0100 Pl .2-a MH -1-28 POND! CONDUIT 34.0 17 .9284 0 . 0130 Pl.2-b MH -l-2A MH-1 -28 CONDUIT 382.0 0.0497 0.0130 Pl.2-c POND2 MH -l -2A CONDUIT 6.0 7.8575 0.0130 P-1. 3A MH-l-3A MH-1 -38 CONDUIT 31. 0 0 .0032 0 .0130 P-1 .38 MH-l-3B MH-l -3C CONDUIT 418.0 0.0010 0.0130 P-l .3C MH -l-3C POND! CONDUIT 90.0 0 . 0011 0.0130 P3 .4-a P3 .4-3 POND4 CONDUIT 45.0 2 .9346 0.0300 P3 .4-b P3.4-2 P3 .4 -3 CONDUIT 30.0 2 .9346 0.0300 P3 .4-c p3.4-l P3.4 -2 CONDUIT 18.0 21. 5979 0.0500 Regl Ex -8arPnd J -BP ORIFICE WG -Weir Ex -WGPnd Jl WEIR Pl -8rk-Weir Ex -8arPnd Pl-8arPnd-Ol WEIR Capps-OV USCapps DSCapps WEIR WPl .STAGEl POND! OF-POND ! WEIR WP1 .STAGE2 POND! OF-POND! WEIR WP3A POND3 MH-l -3A WEIR WP4a POND4 OF-Site WEIR WP4b POND4 OF-Site WEIR WP1-STAGE3 POND! OF-POND! WEIR W3bl POND3 p3.4-l WEIR WPl -EMERG POND! OF-POND! WEIR ********************* Cross Section Summary ********************* Full Full Hyd. Max. No . of Full SWMM 5 -Prop Interim 1 2 Year Page4 Conduit Shape Depth Area Rad. Width Barrels Flow --------------------------------------------------------------------------------------- 1 S400 10 .0S 1409 .78 0 .94 873 .00 1 S672 . 66 2 S431 10 .0S 1S2S .98 1.17 947.00 1 714. 94 3a S646 10 .18 2S89 .24 1. 36 lOlS .00 1 146S .13 2Sl4-C RECT CLOSED 6 .00 48 .00 1. 71 8.00 3 SSS .72 2Sl4 -over 2Sl4-=ovERFLOW 1. 49 8S8.82 0 .84 lOlS.00 1 276 .97 3b S646 10.18 2S89.24 1. 36 lOlS.00 1 10S6.S2 4 S667 9.90 3189.8S 1. 4S 1338 .00 1 34994.02 SA S714 13 .41 3616.00 2 . 46 1474 .00 1 22341. 11 RR -Cl RECT CLOSED 8.33 122 .87 2 .66 14 .7S 2 839.38 RR-OVER RR -OVER o.so 381. so 0 .26 1474 .00 1 104 .81 SB S714 13 .41 3616 .00 2 . 46 1474 .00 1 22783 .62 6 S7SO 12 .81 11160 . 6S 3 .34 2333 .00 1 119683. 27 7A S800 12 .09 9649 .48 2 .80 2260 .00 1 34433.12 ow -c RECT CLOSED 3 .00 9 .00 0 .7S 3 .00 3 102 .27 OW -OVER OW -OVER 2 .00 lSOS .00 1.11 13S2 .00 1 921. 41 7B S800 12 .09 9649 .48 2 .80 2260 .00 1 26671. 76 8 6000 12 .0S 77S6 .SS 2 .87 1872 . 00 1 822S .77 9 6200 11 . Sl 7606 . 77 4 .12 1880.00 1 3772S .10 10 6400 10 .97 7404 .84 3 .19 1746.00 1 30966 .30 11 6600 10 .44 7087 .74 2.69 1900.00 1 26239.30 12w 6800w 7.00 2791. 96 2.07 1114. 00 1 23466.67 12m 6800m 6.90 888 .14 2.47 443.00 1 4182.9S 12e 6800e 9 .80 2679 .70 4 .47 438.00 1 2S427.S9 13w 6896w 6.20 909 .90 1. 33 6SS .70 1 23S7.66 13m 6896m 8 .SO 2080 .34 2 . 60 702 .40 1 10879.S8 13e 6896e 9 .70 26S0 .13 4 .3S 429.00 1 2019S.6S 14Aw 6983w 6 .10 1430 .70 1. S2 707 .00 1 403S .28 14Am 6983m 6 .39 924 .44 1. 6S 386 .00 1 S9Sl.77 14Ae 6983e 9 .30 2417 .40 4 .22 409 .00 1 9888 .S6 Cain-Cw CIRCULAR 3.00 7 .07 0 .7S 3 .00 1 12 .46 CAIN-Cm CIRCULAR 3 .00 7 .07 0.7S 3 .00 2 Sl. 39 Cain-Ce CIRCULAR 3 .00 7.07 0.7S 3.00 1 28.63 CAIN -OVER CAIN -OVER S .80 6284.29 3.62 1728 .90 1 7S71.03 14Bw 6983w 6 .10 1430.70 1. S2 707.00 1 3828.20 14Bm 6983m 6.39 924.44 1. 6S 386 .00 1 7100.17 14Be 6983e 9.30 2417.40 4.22 409.00 1 234S2.9S lSw 7229w 4.SO 11S2. S2 1. 38 734.00 1 7341.32 lSm 7229m 6 .Sl 12S8 .S7 2.26 4S9.00 1 9940 .S8 lSe 7229e 7 .70 144S .OO 3 .04 3S8 .00 1 11S30. 34 16w 743lw S .40 1176 .39 1. S3 S99 .60 1 4183 .21 16m 743lm 4 .SO 1102. 2S 2.18 6SO.OO 1 12100.S9 16e 743le 6 .90 1497.82 3.27 348.00 1 1400S.96 17w PropSecD-D 8 .SO 10S9 .07 S.02 208 .30 1 10S60.80 POND1-conx2 CIRCULAR 4 .00 12.S7 1. 00 4.00 1 419.19 PONDl-conx CIRCULAR 3 .SO 9.62 0.88 3 .SO 2 318 .08 Deacon-C CIRCULAR 4 .00 12.S7 1. 00 4 .00 3 77 .90 C-C2 PropSecC-C 6 .00 1S3.21 2.39 43 .00 1 7S4.SO Travis-C CIRCULAR 3 .SO 9 .62 0 .88 3.SO 3 SS.11 C-Cl PropSecC-C 6 .00 1S3.21 2 .39 43.00 1 S87 . 64 B-B2 PropSecB-B 4 .80 197 .33 1. 40 13S .20 1 864 .61 B-Bl PropSecB-B 4 .80 197.33 1. 40 13S .20 1 886 .88 Capps-C CIRCULAR 3 .SO 9 .62 0.88 3 .SO 3 72.86 SecA-A PropSecA-A 4 .00 121.17 11. 29 SS .20 1 207 .00 P2 CIRCULAR 3 .00 7.07 0.7S 3 .00 1 S4.SS Pl CIRCULAR 2 .00 3.14 o.so 2.00 1 17 .S2 R-A4 TRAPEZOIDAL 7 .00 S9S.00 3.82 lSS .00 1 3060 .7S EQ-6800w RECT OPEN 4 .00 800.00 3.8S 200.00 1 11913. 83 EQ -6800e RECT OPEN 3 .00 600.00 2.91 200.00 1 7423.6S EQ -6896w RECT OPEN 3 .00 600 .00 2.91 200.00 1 7423 .6S EQ -6896e RECT-OPEN 3 .00 600 .00 2.91 200.00 1 7423 .6S EQ -DS-Cainw RECT OPEN 3 .00 600 .00 2 .91 200.00 1 7423 .6S EQ-DS-Caine RECT OPEN 3 .00 600 .00 2.91 200.00 1 7423.6S EQ -US-CainW RECT OPEN 3.00 600 .00 2 .91 200.00 1 7423.6S EQ -US -Caine RECT OPEN 3.00 600 .00 2 .91 200.00 1 7423.6S EQ -6983w RECT OPEN 3.00 600 .00 2.91 200 .00 1 7423.6S EQ-6983e RECT OPEN 3 .00 600 .00 2.91 200 .00 1 7423.6S EQ -7229w RECT OPEN 3 .00 600 .00 2.91 200.00 1 7423.6S EQ -7229e RECT OPEN 3 .00 600 .00 2.91 200.00 1 7423.6S EQ -743lw RECT OPEN 3.00 600.00 2.91 200 .00 1 7423.6S EQ-743le RECT-OPEN 3 .00 600 .00 2 .91 200.00 1 7423 .6S Pl .2-a CIRCULAR 3 .00 7.07 0 .7S 3 .00 2 282 .41 Pl. 2-b CIRCULAR 3.00 7.07 0 .7S 3.00 2 14.88 Pl.2-c CIRCULAR 3.00 7 .07 0.7S 3.00 2 186.96 SWMM 5 -Prop Interim 1 2 Year Page 5 P-l .3A CIRCU LAR 4.00 12 .57 1. 00 4 .00 2 8.16 P-l.3B CIRCULAR 4 .00 12 .57 1. 00 4 .00 2 4.54 P-l .3C CIRCU LA R 4.00 12 .57 1. 00 4 .00 2 4.79 P3 .4 -a TRAPEZOIDAL 2 .00 60 .00 1. 49 40.00 1 662.77 P3.4-b RECT CL OS ED 2.00 12 .00 0 .75 6.00 2 84.05 P3.4-c TRAPEZOIDAL 2 .50 93 .75 1. 86 50.00 1 1 956.02 **************** Transect Summary **************** Transect 2514-0VERFL OW Area : 0.0014 0 .0055 0 .0119 0 .0 190 0. 026 7 0 .0351 0.0440 0 .0536 0 .0637 0 .0745 0 .0858 0 .0978 0 .1104 0 .1235 0 .1373 0 .1517 0.1667 0 .1823 0 .1985 0 .2 15 2 0.2326 0.2506 0 .2693 0 .2885 0 .308 3 0 .3287 0 .3497 0 .37 14 0 .3936 0 .4164 0 .4399 0.46 39 0 .4886 0 .5 1 38 0 .5397 0 .5661 0 .5932 0 .6209 0 .6 491 0 .6780 0 .7075 0.7376 0 .7683 0 .7996 0 .83 15 0 .8640 0. 8971 0 .9308 0 .965 1 1 .0000 Hrad : 0 .0176 0.0352 0 .0613 0 .090 1 0 .11 72 0 .1430 0 .1 677 0 .1 916 0 .2 14 7 0 . 2372 0 . 2592 0.2808 0.3020 0 .3229 0 .343 5 0.3639 0 .3840 0 .4040 0 .4238 0 .4434 0. 4 62 9 0.4822 0 .5015 0 .5206 0 .5 397 0 .5587 0 .5776 0 .5964 0 .6 15 2 0 .6339 0.6525 0. 6711 0 .6896 0 .7081 0 . 7266 0.7450 0 .7634 0 .7818 0 .8001 0 .818 4 0.8366 0.8549 0 .8731 0 . 8913 0 .909 4 0 .9276 0 .9457 0.9638 0 .98 1 9 1 .0000 Width: 0.0778 0.1556 0.1939 0 .2 110 0 .2282 0.2453 0 .2625 0 . 2796 0 . 2968 0 . 3139 0 . 3311 0.3482 0 .3654 0 .3825 0 .3997 0.4169 0.4340 0 .451 2 0 .4683 0 .4855 0 .5026 0.5198 0.5369 0 .5541 0 . 5712 0.5884 0 .6055 0.6227 0 .6398 0 .6570 0.6741 0.6913 0 .7084 0 . 7256 0 .7427 0 .7599 0.7770 0 .7942 0 .81 1 3 0 .8285 0 .8456 0.8628 0.8799 0 . 8971 0 .9142 0.9314 0.94 85 0 .9657 0 .9828 1.0000 Transect 5 400 Area : 0.0001 0.0002 0.0005 0 .0008 0 .0013 0 .0019 0.00 25 0 .0033 0 .00 42 0 .0052 0.0063 0.0074 0.0087 0 .0101 0 . 0116 0.0132 0 .0150 0.0169 0 .0189 0 . 0211 0 .0235 0 .0259 0 .0286 0 . 0313 0 .0342 0.0385 0 .0459 0.0566 0.0705 0 .0877 0 .1071 0.1275 0 .1488 0 .17 11 0.1942 0.2188 0.2457 0.2749 0 .3063 0 .3400 0 .3765 0.4166 0.4603 0 .5 075 0.5582 0.6177 0 .6916 0 .7799 0 .8828 1 .0000 Hrad : 0 .0934 0 .1 868 0.2801 0 .3735 0.4669 0 .5603 0 .6537 0.7470 0 .840 4 0 .9338 1. 0272 1. 12 06 1.2140 1 .3073 1 .4007 1.4722 1 .5435 1. 6186 1 .6968 1 .7775 1.8603 1.94 49 2.0310 2 .118 3 2 .2067 2.2778 2 .1 542 1.9475 1.7404 1 .5661 1.4659 1. 41 82 1. 3995 1 .3988 1 .4097 1. 4035 1 .4009 1. 4023 1. 4070 1 .4145 1. 4082 1. 4 041 1. 4024 1.4032 1. 4063 1. 2389 1.1406 1.0760 1. 03 11 1 .0000 Widt h : 0.0008 0 .0 017 0 .0025 0 .0033 0 .0042 0.0050 0 .0058 0.0066 0 .0075 0 .0083 0.0091 0 .0100 0.0108 0 . 0116 0 .0125 S WMM 5 -Prop In terim 1 2 Year Page6 0 .0136 0 .0147 0.0159 0 .0170 0.0182 0 .0193 0 .0205 0.0216 0 .0228 0.0239 0 .0468 0 . 0729 0.0989 0 .1249 0.1509 0 .1601 0 .1 67 5 0.1749 0 .1822 0 .1896 0 .2070 0 .2252 0.2434 0 .2615 0.2797 0 .3078 0 .3363 0 . 3 649 0 .3934 0.4220 0 .5358 0.6519 0 .7679 0 .8840 1 .0000 Transect 5431 Area: 0 .0001 0.0003 0 .0007 0.00 1 3 0.0021 0 .0030 0.0040 0 .0053 0.0067 0.0082 0 .0100 0. 0119 0 .0139 0 .0162 0.0 1 86 0 .0211 0.0237 0.0265 0 .0 293 0 .0323 0 .0354 0 .0386 0 .04 1 9 0.0 454 0.0490 0.0536 0.0606 0.0700 0.08 18 0.0961 0 .11 20 0 .1284 0 .1453 0.1628 0.1808 0 .2011 0.2260 0 .2554 0.2895 0.3282 0.3704 0 .4146 0.4610 0 .5094 0.5600 0.6186 0.6919 0 .7799 0.8826 1.0000 Hr ad : 0 .0815 0 .1629 0 .2444 0 .3258 0 .4073 0 .4888 0.5702 0 .6517 0 .7331 0.8146 0 . 8960 0.9775 1.0590 1 .1404 1. 2219 1. 3226 1.4251 1. 5253 1. 6235 1. 7200 1. 8053 1.8886 1. 9715 2 .0541 2.1365 2 .1382 2 .0436 1.9053 1 .7590 1.6247 1. 5544 1.5208 1. 5085 1. 5104 1. 5223 1.5478 1. 5429 1. 5188 1 .4853 1. 4490 1 . 42 60 1.414 4 1. 4108 1.4131 1. 4199 1. 2705 1.171 4 1. 0988 1. 0431 1.0000 Width : 0. 0013 0. 002 6 0 .0040 0 .0053 0 .0066 0.0079 0.0093 0.0 1 06 0 . 0 11 9 0. 0132 0. 0145 0 .0159 0 . 0172 0.0 18 5 0 .0198 0 .0208 0.0216 0 .0225 0 .0233 0.0242 0.0252 0.0263 0.0273 0.0284 0 .0294 0 .0465 0 .0658 0 .0851 0 .1044 0 .1237 0.1295 0.1337 0 .1380 0 .1422 0.1465 0 .1810 0 .2179 0 .2548 0 .2917 0.3287 0 . 34 65 0 .3 632 0 .3800 0 .3968 0.4135 0.5288 0.6466 0 . 7 644 0 .8822 1.0000 Transect 5646 Area: 0 .0001 0.0002 0 .0005 0 .0009 0.0015 0 .0021 0.0029 0 .0038 0 .0048 0.0059 0 .0071 0.0086 0 .0103 0 .0121 0.0141 0 .0162 0.0184 0 .0206 0 .0229 0.0252 0 .0276 0.0302 0 .0330 0 .0359 0.0390 0 .0422 0.0457 0 .0501 0 .0561 0.0638 0 .0736 0.0876 0 .1058 0.1282 0.1549 0 .1855 0.2191 0.2556 0 .2951 0.3376 0 .3838 0.4354 0 .4925 0 .5550 0. 6230 0 .6948 0.7685 0 .8439 0. 9211 1. 0000 Hr ad : 0.0716 0.1432 0 .2148 0.2864 0.3580 0.4296 0.5012 0 . 5728 0 .6444 0. 7160 0.7518 0 .796 0 0.8464 0 .9011 0.9770 1. 0905 1. 2013 1.3094 1.4150 1.5185 1. 5642 1.6049 1.6491 1.6962 1.7459 1 .7977 1.8575 1. 9356 1 .9405 1.8975 1 .8200 1. 6766 1. 5145 1. 3658 1. 2417 1.1392 1.0704 1. 0255 0 .9966 0 .9788 0 .9 551 0.9358 0 .9220 0 .9126 0 .9070 0.9159 0.9317 0 .9516 0.9746 1.0000 Width: 0 .0015 0.0029 0 .0044 0 .0059 0.0074 0 .0088 0.0 10 3 0 . 0118 0 .0133 0.0147 0 . 0171 0.0 195 0 .0219 0.0243 0.0261 0 .0 268 0.0275 0.0282 0.0288 0. 0295 0 .0314 0.0335 0 .0355 0 .0376 0.0397 0 .0418 0.0454 0 .0656 0 .0859 0.1061 0.147 8 0.20 11 0 .2545 0.3079 0.3612 0.4025 0 .4 394 0 .4763 0.5132 0.5501 SWMM 5 -Prop Interim 1 2 Year Page? 0.6 128 0 .6810 0 .7 4 92 0 .8 1 74 0.8856 0. 9117 0 .9338 0 .9559 0 .9779 1.0 0 00 Trans ect 5667 Area : 0 .0000 0 .0002 0 .0004 0 .0006 0 .00 1 0 0.0014 0 .0019 0 .0025 0 .0032 0 .0039 0 .0047 0.0056 0 .0066 0 .0077 0 .0 0 88 0 .0100 0 . 0113 0 .0 127 0 .0145 0 .0 1 64 0 .0185 0 .0206 0 .0228 0 .0253 0 .028 1 0.0314 0 .0352 0 .039 4 0 .04 4 1 0 .0 4 9 4 0.0568 0 .0673 0 .0808 0 .0974 0 .11 69 0.1390 0 .1636 0 .1 904 0 .2196 0 .2 5 42 0 .3179 0 .3844 0 .4 538 0 .526 1 0 .60 12 0 .6783 0 .7568 0 .8365 0 .9176 1 .0000 Hrad: 0 .0648 0 .1 296 0 .1 943 0 .2591 0 .3239 0.3887 0 .4534 0 .5 1 82 0 .5830 0 .6 478 0 .7125 0.7773 0 .8421 0 .9069 0 .9 71 6 1. 0364 1.1012 1 .0338 1. 0092 1. 0857 1.1611 1 .2356 1 .3066 1.2596 1. 22 68 1 .1871 1.1727 1.1 75 7 1 .1 9 1 0 1.214 2 1.1947 1.1357 1. 0665 1 .0027 0 . 9 4 64 0. 8911 0 .8593 0 .8 4 35 0 .8390 0 .7174 0.710 1 0.7216 0 .7 431 0.7703 0 . 80 11 0 .8366 0.8752 0 .9 1 56 0 .9574 1 .0000 Width : 0 .0009 0.0019 0 .0028 0 .0038 0.0047 0.0056 0 .0066 0 .0075 0 .0085 0 .0094 0.0103 0 . 0 11 3 0 .0 1 22 0 .0132 0 .0 14 1 0.0150 0 .0160 0 .0 1 94 0 .0227 0 .0239 0.0251 0 . 0263 0 .0276 0 .03 1 9 0 .0366 0.0423 0 .0481 0 .0539 0 .0597 0 . 0 71 6 0.1080 0 .1444 0 .1 808 0 . 2172 0 .2524 0.2808 0 .3093 0 .3377 0 .366 1 0 .749 4 0 .7839 0.8183 0 .8528 0 .8873 0.9208 0.9367 0.9525 0 . 9683 0 .98 42 1 .0000 Transect 57 14 Area : 0 .0022 0 .0045 0 .0067 0 .0089 0.0111 0 . 0134 0 .0 1 56 0 . 0 17 8 0 .0200 0 .0223 0 .0245 0.0267 0 .0289 0 .03 1 2 0.0335 0 .0359 0 .0385 0 .04 11 0 .0438 0.0467 0 .0496 0.0525 0 .0555 0 .0585 0.0616 0.0647 0 .0679 0 .07 12 0 .0745 0.0780 0 .0815 0.0852 0 .0892 0 .093 4 0.0979 0 .1042 0 .1143 0 .1 2 82 0 .1462 0 .1733 0.2122 0 .2630 0 .3255 0 .3987 0.4826 0 . 5772 0.6800 0 .78 4 9 0 .89 1 6 1 .0000 Hrad : 0.1067 0 .2098 0 .3093 0 .4055 0 .4986 0.5887 0 .6759 0 .7603 0 .8422 0 .9216 0 .9986 1. 0733 1.1 430 1. 2023 1.2450 1.2881 1. 3318 1.3759 1 .420 4 1 .4652 1 .5277 1. 5931 1.6 57 6 1 . 7206 1.7762 1. 8313 1. 8861 1. 9338 1. 9705 2 .0079 2.0458 2.0331 2 .00 1 0 1. 9785 1 .9639 2 .0043 1. 9675 1 .8777 1. 757 1 1. 5593 1 .3503 1.1745 1 .0467 0 . 9711 0.9259 0.9006 0 .9028 0 .9259 0 .9596 1. 0000 Width : 0.0204 0.0204 0 .0204 0 .0204 0 .0204 0.0204 0 .0204 0 .0204 0 .0204 0 .0204 0.0204 0 .0204 0 .0205 0 .0209 0.0218 0.0227 0.0236 0 .0245 0 .0254 0.0263 0. 0268 0 .0271 0 .0275 0 .0279 0.0284 0 .0290 0 .0295 0 .0302 0 . 0311 0 .0320 0 .0329 0 .0349 0 .0374 0 .0400 0.0425 0 .0748 0 .11 00 0 .145 1 0 .1 938 0 .3020 0.4103 0 .5186 0 .6218 0 . 7189 0 .8161 0 .9 1 32 0 .9514 0 . 9676 0 .9838 1 .0000 Transect 5 7 50 Area: SWMM 5 -Prop Interim 1 2 Year Page8 0 .0003 0 .0005 0.0008 0 . OOll 0.0015 0 .0018 0 .0022 0 .0026 0.0030 0.0035 0 .0039 0 .0044 0 .0050 0.0057 0.0066 0 .0079 0.0100 0 . 0130 0.0168 0 .0220 0 .0288 0.0373 0 .0474 0.0591 0 . 0726 0 .0878 0 .1047 0 .1228 0.1419 0.1621 0 .1837 0.2092 0 .2388 0 .2726 0.3100 0 .3487 0.3884 0 .4 292 0.47ll 0 .5140 0 .5579 0.6028 0 .6488 0.6958 0 .7440 0 .7932 0 .8435 0 .8948 0.9469 1. 0000 Hr ad: 0 .0729 0.1397 0 .2018 0.2600 0.314 1 0 .3599 0.4040 0. 4 4 67 0.4882 0.5288 0 .5686 0 .6077 0 .5560 0.5006 0.4833 0 . 4969 0 .4733 0 .4432 0 .4241 0. 412 6 0 .3989 0.3904 0 .3878 0 .3897 0.3959 0 .4053 0 .4197 0 .44 04 0 .4638 0.4888 0 .4890 0.4746 0 .4686 0 .4682 0.4896 0 .5232 0. 5572 0 .5913 0 .6259 0.6608 0 .6955 0.7301 0 .7633 0 .7959 0 .8283 0 .8605 0.8954 0 .9305 0 . 9653 1.0000 Width: 0 .0050 0 .0053 0 .0056 0 .0059 0.0063 0 .0067 0 . 0072 0 .0076 0.008 1 0.0086 0 .0090 0.0095 0. Oll8 0 .0153 0.0185 0 .0317 0 .0474 0 .063 1 0 .082 1 0. ll24 0 .1426 0 .1728 0.2036 0 .2358 0.2680 0 .3002 0 . 3272 0 .3471 0 .3670 0 .3869 0.4366 0 .5144 0 .5921 0 .6699 0. 7122 0 .7322 0 .7522 0 . 7722 0 .79 1 4 0.8103 0.8291 0 .8480 0 .8683 0 .8889 0.9095 0.9301 0.9478 0 .9652 0 .9826 1 .0000 Transect 5800 Area: 0 .0003 0 .0006 0 .00 1 0 0 .0015 0.0020 0 .0025 0 .0031 0 .0038 0 .0045 0 .0052 0 .0060 0 .0068 0 .007 7 0 .0086 0.0096 0 .0107 0 .0121 0 .0171 0.0226 0 .0287 0.0353 0.0423 0 .0499 0 .0580 0 .0666 0.0765 0 .0894 0 .1053 0.1243 0. 14 62 0 .1712 0 .1992 0.2302 0 .2639 0 .299 4 0.3362 0.3745 0 .4143 0 .4556 0.4983 0.5425 0.5881 0.6351 0 .6834 0.7329 0.7838 0 .8359 0 .8893 0 .9440 1 .0000 Hr ad: 0.0789 0.1477 0 .2099 0. 2 67 6 0.3222 0 .3745 0.4249 0 .4 740 0 .5220 0 .5692 0 .6156 0.6614 0 .7067 0 .75 1 6 0 . 7961 0 .8403 0 .8395 0 .5688 0 .4710 0.4358 0.4286 0.4360 0 .4516 0.4722 0.4960 0 .5095 0.5124 0. 5ll6 0 .5103 0.5104 0.5125 0.5170 0.5236 0 .5414 0.5682 0 .5957 0.6237 0 .6519 0.6802 0.7085 0 .7367 0 . 7 654 0 .7952 0 .8249 0.8545 0 .8839 0.9132 0.9423 0.9712 1.0000 Width : 0.0057 0.0066 0 .0075 0 .0083 0.0092 0 .0100 0.0109 0 . Oll8 0.0126 0.0135 0 .0144 0.0152 0 .0 1 61 0.0 1 70 0.0178 0 .0187 0.0844 0 .0934 0.1024 0 . lll4 0 .1203 0.1293 0 .1 383 0.1473 0.1563 0 .2013 0.2545 0.3077 0.3610 0 .4142 0 . 4 67 4 0.5207 0 .5739 0.6 1 22 0 .6381 0 .6639 0.6898 0 .7156 0.7414 0 .7673 0 .7931 0 .8181 0.8409 0.8636 0 .8863 0 .9091 0.9318 0 .9545 0.9773 1.0000 Transect 6000 Area: 0 .0000 0.0001 0.0002 0.0003 0.0005 0 .0007 0.0010 0 . 0013 0 .00 1 6 0.0020 0 .0025 0.0029 0 .0034 0 .0040 0 .0046 0 .0052 0 .0062 0 .0090 0 .0128 0.0177 0 .0235 0 .0310 0.0407 0 .0525 0.0666 SWMM 5 -Prop Interim 1 2 Yea r Page 9 ------· 0 .0845 0 .1048 0 .1272 0 .1517 0 .178 3 0 .2067 0 .2370 0.2692 0.3030 0.3377 0.3734 0 .4100 0 .4474 0 .4855 0.5242 0 .5634 0 .6034 0 .6452 0 .6892 0 .7356 0 .7842 0 .8350 0.8879 0 .9429 1.0000 Hrad: 0 .0392 0 .0784 0 .1176 0 .1568 0 .1960 0 .2352 0 .2744 0 .3136 0 .3528 0 .3920 0 .4312 0 .4704 0 .5096 0.5488 0 .5880 0 .6272 0 .5411 0.3017 0 .2509 0 .2473 0 .2594 0 .2566 0 . 2 644 0.2780 0 .2953 0 .3189 0 .3578 0 .3929 0 .4254 0.4574 0 .4887 0 .5191 0.5485 0 .5806 0 .6 15 2 0 .6501 0 .6851 0. 7211 0.7587 0 .7965 0 .8342 0 .8633 0.8740 0. 8872 0.9021 0 .9186 0 .9381 0.9582 0 .97 89 1.0000 Width : 0 .0007 0 . 0014 0.0021 0.0028 0.0035 0 .0042 0.0049 0 .0056 0 .0063 0 .0070 0 .0077 0.0084 0.0091 0.0098 0.0105 0 . 0112 0.0402 0 .0573 0 .0744 0.0916 0 .1096 0.1475 0 .1853 0 .2232 0.2610 0 .3299 0 .3666 0.4033 0.4400 0 .47 30 0 .5048 0.5366 0 .5684 0 .5904 0 .6057 0 .6210 0 .6363 0 .6494 0.6597 0 .6700 0.6803 0.6992 0 .73 82 0.7773 0 .8 164 0.8550 0 .8913 0.9275 0.9638 1 .0000 Transect 6200 Area : 0 .0001 0 .0005 0.0012 0.0021 0 .0032 0 .0046 0 .0063 0 .0082 0.0104 0 .0128 0 .0155 0.0185 0 .0217 0 .0252 0 .0289 0 .0332 0.0382 0.0438 0 .0500 0 .0567 0 .0640 0 .0718 0 .0803 0 . 0896 0.1035 0 .1192 0 .1 367 0.1561 0 .1 775 0 .2012 0 .2273 0 .2557 0.2864 0.3178 0.3497 0 .3820 0.4146 0 .44 76 0.4811 0 .5149 0 .5491 0.5906 0.6365 0 .6839 0 .7 330 0.7836 0 .8 356 0.8890 0 .9438 1. 0000 Hr ad: 0 .0278 0 .0556 0 .0834 0 .1112 0 .1390 0.1668 0 .1 946 0.2224 0 .2502 0 .2780 0.3058 0 .3 336 0.36 14 0 .3892 0 .4170 0.4383 0 . 4565 0.4739 0 .4912 0 .5085 0 .5 258 0 .5435 0.56 1 6 0 .5456 0 .5146 0 .4 964 0 .4876 0.4856 0 .5093 0 .5375 0.5623 0 .5849 0.6099 0 .6427 0 .6775 0 .71 35 0 .7503 0. 7862 0 .8228 0.8596 0 .8967 0 .7964 0.8205 0 .8448 0 .8691 0 .8 942 0 . 9205 0.9470 0.9735 1 .0000 Width: 0.0045 0 .0090 0. 0135 0 .0180 0.0226 0 . 0271 0.03 1 6 0.036 1 0 .0406 0.0451 0.0496 0 .0541 0.0586 0 .0632 0 .0677 0 .0831 0 .0930 0.1029 0 .1128 0 .1229 0 .13 33 0 .14 37 0.154 1 0 .2276 0 .2599 0 .2923 0 .3246 0.3569 0.3959 0 .4376 0.4 7 92 0 .5208 0 .5494 0 .5564 0 .5634 0 .5704 0 .5773 0.5842 0 . 5911 0 .5979 0 .6048 0.7933 0.8208 0.8482 0.8756 0 .9020 0 . 92 65 0.9510 0.9755 1. 0000 Transect 6400 Area : 0 .0001 0 .0003 0 .0007 0 .0012 0 .0018 0 .0026 0 .0036 0 .0046 0 .0059 0 .0073 0 .0088 0 .0105 0 .0123 0 .0142 0 .0163 0 .0186 0 .0210 0.0235 0 . 02 62 0 .0290 0 .0320 0 .0351 0 .0428 0 .0599 0.0785 0 .0987 0 .1205 0.1436 0.1673 0.1918 0 .2169 0 .2442 0.2772 0.3104 0.3439 0 .3775 0 .4117 0 .4471 0.4839 0.5221 0 .5621 0 .6077 0.6541 0 .7014 0.7494 0.7982 0 .8477 0.8978 0.9486 1.0000 SWMM 5 -Prop Interim 1 2 Year Page 10 Hrad: 0.0341 0 .0683 0 .1024 0 .1365 0 .1706 0 .2048 0 .2389 0 .2730 0 . 3072 0 .3413 0 .3754 0.4095 0 .4437 0 .4778 0 .5119 0 .5461 0 .5802 0 .6143 0.6484 0 .6826 0. 7167 0.7508 0 .6851 0.5573 0 .5085 0 .4920 0.4914 0.5029 0 .5224 0 .5462 0. 5728 0.5655 0 .5887 0.6166 0 . 64 76 0 .6807 0.7001 0 . 7150 0.7323 0.7515 0 .7098 0.7405 0.7713 0.8023 0.8334 0.8658 0.8994 0.9330 0.9665 1 .0000 Width: 0 .0028 0 .0056 0 .0084 0 . 0112 0.0140 0 .0168 0 .0196 0 .0225 0 .0253 0.0281 0.0309 0.0337 0 .0365 0 .0393 0.0421 0 .0449 0.0477 0 .0505 0 .0533 0 .0561 0 .0589 0.0617 0 .3147 0 .3451 0 .3755 0.4059 0.4363 0 .4528 0 .4657 0.4785 0.4913 0.6356 0 .6400 0 .6444 0 .6488 0.6532 0. 6722 0 .6982 0 . 7242 0.7502 0.8735 0.8892 0.9049 0.9206 0 .9364 0.9502 0.9627 0.9751 0 .9876 1 .0000 Transect 6600 Area: 0 .0001 0 .0003 0 .0006 0 .0010 0.0016 0 .0023 0 .0031 0 .0041 0 .0052 0.0064 0 .0077 0 .0092 0 .0108 0 .0125 0.0143 0 .0163 0.0184 0 .0206 0 .0230 0 .0255 0 .0281 0.0320 0 .0375 0 .0446 0.0532 0 .0633 0.0791 0 .0960 0 .1137 0 .1322 0.1534 0. 18 63 0 .2199 0 .254 1 0.2891 0 .3249 0.3625 0 .4024 0 .4445 0.4887 0.5350 0 .5825 0. 6311 0 .6807 0 .7316 0.7834 0.8362 0 .8899 0.9445 1.0000 Hrad: 0.0384 0 . 0768 0 .1153 0.1537 0 .1921 0 .2305 0 .2689 0 .3074 0.3458 0.3842 0 .4226 0 .4610 0 .4995 0.5379 0.5763 0 .6147 0 .6531 0 .6916 0.7300 0.7684 0 .8068 0 .6963 0 .5948 0.5359 0.5031 0 . 4871 0 .4627 0 .4753 0.4954 0. 5196 0 .5384 0 .5341 0 .5466 0.5677 0.5938 0 .6163 0 . 6313 0 .6491 0.6688 0. 6896 0 . 7161 0 .7466 0 . 7771 0 .8076 0.8381 0 .8702 0 .9028 0 .9353 0 .9677 1.0000 Width: 0 .0023 0 .0046 0 .0068 0.0091 0. 0114 0 .0137 0 .0159 0 .0182 0.0205 0.0228 0 .0250 0.0273 0 .0296 0.0319 0.0342 0 .0364 0 .0387 0.0410 0.0433 0.0455 0 .0478 0 .0861 0 .1130 0.1400 0.1669 0 .1938 0 .2948 0 .3087 0.3227 0.3367 0 .5809 0 .5934 0 .6060 0.6185 0.6310 0 .6534 0.6926 0 .7318 0.7711 0.8103 0.8383 0.8582 0 .8780 0.8978 0.9177 0.9347 0.9510 0.9674 0.9837 1. 0000 Transect 6800e Area: 0.0002 0.0006 0 .0014 0 .0025 0.0040 0 .0057 0 .0078 0 .0102 0 .0129 0.0159 0 .0197 0 .0253 0 .0326 0 .0417 0.0526 0.0652 0 .0797 0 .0959 0 .1138 0 .1336 0.1550 0.1777 0.2016 0 .2267 0.2528 0 .2795 0.3066 0.3340 0.3619 0 .3902 0 .4189 0.4478 0.4769 0 .5063 0.5358 0 .5655 0 .5954 0.6256 0.6559 0. 6864 0.7172 0 .7480 0 .7791 0.8102 0.8415 0. 8729 0 .9045 0.9362 0 .9680 1.0000 Hrad : 0.0216 0 .0433 0 .0649 0.0865 0.1082 0.1298 0 .1514 0.1731 0 .1947 0.2163 0 .2457 0 .2585 0. 2620 0 .2630 0.2645 0.2674 0 .2719 0.2778 0 .2849 0.2930 SWMM 5 -Prop Interim 1 2 Year Page 11 0.304 7 0 .3196 0 .3352 0 .3509 0.370 4 0.3938 0 .4176 0 .4 41 6 0 .4 658 0.4 900 0.5146 0 .5398 0.565 1 0 .5905 0 .6 1 59 0 .64 1 4 0 .6668 0 .6923 0 .7 1 77 0 .7 4 3 1 0.768 5 0 .7943 0 .8202 0 .84 6 0 0.8 71 8 0 .8975 0.9232 0 .9488 0 .9 7 45 1 .0000 Width : 0 .0099 0 .0199 0.0298 0 .0397 0.0 4 97 0 .0596 0 .0695 0 .0795 0 .0894 0 .0 9 93 0 .1455 0 .2009 0.2564 0 .31 1 8 0 .3673 0 .4227 0.4782 0.5336 0 .5890 0.6 44 5 0 .6892 0 .7265 0 .7639 0 .80 1 2 0 .82 5 9 0 .8386 0 .8514 0.8641 0 . 87 68 0.8895 0.8997 0 .9060 0 .9 1 22 0 .9185 0.92 4 7 0.9310 0.9373 0 .9435 0 .94 98 0.9561 0.9620 0.9662 0 .9704 0 .9 7 46 0 .9789 0.9831 0 .9873 0.9915 0 .9 9 58 1 .0000 Transect 6800m Area : 0.0002 0 .0008 0 .0019 0 .0033 0.00 5 2 0 .0075 0 .0102 0 .0133 0 .0 1 68 0.02 07 0.0251 0 .0299 0 .0350 0 .0406 0.04 6 8 0 .0534 0 .0607 0 .0685 0 .0 7 68 0 .0858 0 .0952 0 .1053 0 .1159 0 .1270 0 .1388 0.1510 0.1639 0 .1773 0 .19 1 6 0 .2079 0.2261 0. 2462 0 . 2 683 0 .2924 0.3 1 84 0 .3463 0 .3762 0 .4 081 0 .4 41 9 0 .4777 0 .5154 0.5550 0 .5967 0 .6 4 20 0.69 15 0.7453 0 .8033 0 .8656 0 .93 1 9 1 .0000 Hrad : 0.0277 0.0554 0 .083 1 0 .1 1 08 0 .1386 0 .1663 0 .1940 0 .2217 0 .2 4 9 4 0. 27 71 0.3048 0 .3325 0 .3602 0 .3857 0 .4050 0.4256 0 .4473 0 .4 698 0 .4930 0.5 1 68 0.5410 0 .5655 0 .5905 0 .6 1 56 0.64 11 0.6667 0.6925 0 .7 1 85 0 .7633 0.8063 0 .8411 0.8694 0 .8924 0 . 9 11 4 0 .927 4 0 . 9411 0 .9531 0 .9640 0 .9742 0.9839 0 .9933 1. 0027 1 .0091 1. 0062 1 .0025 0 .9983 0 .9940 0 .9898 0 .9909 1.0000 Width : 0 .0060 0 .0 1 20 0 .0181 0 .024 1 0 .030 1 0 .0361 0.0422 0 .0482 0 .0542 0.0602 0 .0663 0 . 0723 0 .0783 0 .0848 0.0930 0 .1011 0.1 092 0 .11 74 0 .1255 0.1337 0 .1418 0 .1499 0 .1 581 0 .1 662 0 .1744 0 .1 825 0.1906 0 .1 988 0 .2219 0.2502 0 .2786 0.3069 0.33 5 2 0 .3636 0 .3919 0 .4203 0 .4486 0 .4770 0 .5053 0.5337 0 . 5620 0.5904 0 .6270 0 .6887 0 .7505 0.8122 0.8740 0 .9357 0 .9791 1.0000 Transect 6800w Area: 0 .0000 0 .0002 0 .0004 0 .0006 0.0010 0 .00 1 4 0.0020 0 .0026 0 .0037 0.0050 0 .0067 0.0087 0. 0 11 0 0 .0137 0.0 1 6 7 0 .0200 0 .0237 0 .0276 0.0320 0 .0366 0 .0416 0.0472 0 .0551 0.0655 0.0782 0.0935 0 .11 11 0.13 1 2 0 .1537 0 .1780 0 .2041 0.23 1 9 0 . 2 614 0 .2927 0 .3256 0 .3604 0 .3966 0 .43 4 3 0 .4735 0.5 1 4 1 0 .5561 0.5996 0 .6446 0 .6910 0.7389 0 .7882 0.8390 0 .89 1 2 0 .9449 1 .0000 Hrad: 0 .0331 0 .0662 0 .0993 0 .1324 0.1655 0 .1986 0.23 1 7 0 .2062 0 .2064 0 .2211 0 .2425 0 .2676 0 .2950 0 .3237 0 .3535 0 .3840 0.4 1 51 0.4465 0 .4782 0.5102 0 .5 4 24 0 . 5877 0.6 1 55 0.6212 0.6163 0 .6080 0.6002 0 .59 4 7 0 .5940 0 .6003 0 .6 1 01 0.6225 0 .6366 0 .6522 0 .6689 0 .6871 0 .7076 0 . 7288 0 .7505 0.7725 0 .79 4 8 0. 8 1 72 0 .8398 0 . 8626 0.8854 SWMM 5 -Prop Interim 1 2 Yea r Page 12 _____ ... - 0 .9082 0 . 9311 0.9541 0 .9770 1.0000 Width: 0 . 0014 0 .0029 0 . 0043 0 .0057 0 .0071 0 .0086 0 .0100 0.0152 0 . 0211 0 .0 2 70 0 .0330 0 .0389 0 .04 4 8 0 .0507 0 .0 5 66 0 .0625 0 .0684 0 .0743 0 .0802 0 .0861 0 .0920 0 .1195 0 .1632 0 .2069 0 .2506 0 .2943 0 .3380 0 .3817 0 .4 1 99 0.45 10 0 .4820 0 .5131 0 .5441 0 .5752 0 .6062 0 .6358 0 .6618 0 .68 7 8 0 .7 138 0 .7 399 0 .76 5 9 0 .7919 0 .8179 0 .8439 0 .8699 0 .8959 0.9220 0 .9480 0 .9740 1. 0000 Transect 6896e Area : 0 .0001 0 .0005 0 . 0011 0 .00 1 9 0 .0029 0 .0042 0 .0058 0 .0075 0 .0095 0 . 0 11 8 0 .0 1 5 4 0 .0210 0 .0284 0 .0377 0.0 48 9 0 .0620 0.0770 0 .0939 0 .1127 0 .1334 0 .1556 0 .1789 0 .2033 0 .2287 0 .2 5 50 0 .28 1 7 0 .3088 0 .3363 0 .3642 0.392 4 0 . 42 11 0 .4499 0 .4790 0 .5083 0.5378 0 .5676 0 .59 7 5 0 .6277 0 .658 1 0 .6888 0 .7 196 0.7505 0 .78 1 5 0 .8 1 26 0 .8 4 37 0 .8748 0 .9060 0 .9373 0 . 9686 1.0000 Hrad : 0 .0219 0 .0439 0 .0658 0 .0878 0.1097 0 .1316 0 .1536 0 .1 755 0 .1975 0.2228 0 .2384 0 .2350 0 .2289 0 .22 5 2 0.2250 0 .2278 0 .2328 0 .2397 0 .2 4 79 0 .2571 0 .2 7 31 0 .2908 0 .3089 0 .3270 0 .3501 0 .3750 0 .4000 0.4 251 0 .4 502 0 .4752 0 .5007 0 . 5264 0 .5522 0 .5780 0.6038 0 .6295 0 .6552 0 .6808 0.7064 0.73 1 9 0 .7576 0 .7844 0 . 8 11 3 0.8382 0 .8652 0 .8921 0 .9191 0 .9461 0 .9730 1 .0000 Width : 0 .0075 0 .0 1 50 0.0225 0 .0300 0 .0375 0 .0450 0 .0525 0 .0600 0. 0 67 5 0.0859 0 .1461 0 .2064 0 .2666 0 .3269 0 . 38 71 0 .4474 0 .5077 0 . 567 9 0 .6282 0 .688 4 0 . 7251 0 .7590 0 .7929 0 .8268 0 .844 1 0 .8566 0 .8690 0 .88 1 4 0 .8939 0.9063 0 .9155 0. 922 6 0.9296 0 .9366 0 .9436 0 .9506 0.9 5 76 0 .96 4 6 0 .9716 0 .9786 0 .9842 0 .9859 0 .9877 0 .989 4 0.9912 0 .9930 0 .9947 0 .9965 0 .9982 1. 0000 Transect 6896m Area : 0 .0001 0.0006 0 . 0013 0 .0024 0.0037 0 .0053 0. 0072 0 .009 4 0 .0120 0.0 1 47 0 .0 1 77 0.0209 0 .0242 0 .0278 0.0315 0 .0354 0.0395 0 .0438 0 .0483 0 .0530 0 .0578 0.0633 0 .0702 0 .0785 0.0883 0 .0 995 0 .1122 0 .1263 0 .1419 0 .1589 0 .177 4 0 .1973 0 .2 1 87 0 .2427 0.2704 0 .30 1 5 0 .3363 0 .3746 0 .4157 0 .4592 0 .5053 0.5539 0 .6050 0 .6587 0 .7147 0 . 77 1 5 0 .8284 0.8855 0 .9427 1 .0000 Hr ad : 0 .0325 0 .0649 0.0974 0 .1299 0 .1624 0 .1 9 4 8 0 .2273 0 .2598 0 .2923 0.3314 0 .3 741 0 .4 1 56 0 .4561 0 .4958 0.5347 0 .5730 0 .6107 0 .6480 0 .6849 0. 7214 0 .75 7 6 0 .8085 0 .8426 0 .8603 0 . 8671 0 .867 3 0 .8640 0 .8595 0 .8551 0 .8515 0 .8493 0.8 4 86 0.8482 0 .8318 0 .8 1 77 0 .80 4 4 0.792 4 0.7861 0 .7895 0 .7951 0 .8026 0. 8117 0 .8221 0 .8336 0.8495 0 .8758 0 .904 4 0 .9349 0.9669 1.0000 Width : 0.00 51 0 .0103 0 .0154 0 .0206 0.0257 0 .0309 0 .0360 0 .0411 0 .0463 0.0503 0 .0536 0.0568 0.0601 0.0633 0.0666 SWMM 5 -Pr op Interim 1 2 Yea r Page 13 0 .0698 0 .0731 0.0763 0.0796 0.0828 0 .0861 0 .1 074 0.1327 0.1579 0 .1831 0 .2084 0 .2336 0.2588 0 .2841 0 .3093 0 .3346 0 .3598 0. 3872 0.4497 0 .5122 0 .5747 0 . 6372 0.6932 0 .7370 0 .7809 0 .8248 0 .8686 0.9125 0 . 95 64 0 .9880 0 .9904 0 .9928 0.9952 0 .9976 1 .0000 Transect 6896w Area : 0 .0001 0.0003 0.0008 0.0015 0 .0024 0 .0036 0 .0049 0.0065 0.0084 0 .0104 0 .0127 0 .0152 0.0179 0.0208 0 .0240 0 .0274 0 .0310 0.0349 0.0392 0 .0439 0 .0492 0 .0550 0.0614 0 .0682 0.0755 0 .0833 0 .0917 0.1005 0 .1099 0 .1197 0 .1301 0 .1410 0.1523 0.1643 0 .1796 0 .2000 0.2255 0.2562 0.2920 0 .3329 0 .3789 0 .4298 0 .4853 0.5452 0 .6097 0 .6787 0 .7523 0.8303 0.9129 1. 0000 Hrad : 0 .0457 0 .0871 0 .1278 0 .1714 0.2161 0 .2613 0.3067 0 .3523 0.3980 0 .4438 0 . 4896 0.5355 0.5813 0. 6272 0.6732 0 . 7191 0.7650 0 .8223 0.9026 0.9701 1. 0277 1. 0775 1 .1213 1.1606 1.1964 1.2296 1.2608 1.2906 1. 3193 1.3472 1.3746 1. 4 015 1. 4282 1. 4355 1 .3564 1.2919 1.2271 1.1648 1 .1087 1. 0607 1. 0214 0.9981 0.9829 0 .9736 0 .9693 0 . 9693 0. 9728 0.9794 0.9886 1.0000 Width : 0 .0019 0 .0040 0.0065 0. 0091 0.0116 0 .0141 0 .0166 0.0191 0.0216 0.0241 0 .0267 0 .0292 0 .0317 0.0342 0 . 0367 0 .0392 0.0418 0.0451 0.0508 0. 05 64 0 .0621 0 .0678 0 .0734 0.079 1 0 .0848 0 .0905 0 .0961 0 .1018 0.1075 0 .1132 0 .1188 0 .1245 0 .1302 0.1425 0.1998 0 .2572 0 .3145 0.3718 0.4291 0 .4864 0 .5438 0.5952 0 .6458 0. 6964 0 .7470 0 . 7 97 6 0 .8482 0 .8988 0.9494 1 .0000 Transect 6983e Area: 0 .0001 0 .0002 0 .0005 0.0009 0 . 0013 0 .0019 0 .0026 0.0034 0. 0043 0 .0054 0 .0066 0 .0079 0.0093 0.0108 0 .0125 0 .0143 0 .0192 0.0318 0.0530 0.0809 0 .1098 0 .1396 0.1695 0.1996 0 .2296 0.2598 0 .2900 0.3202 0.3505 0.3809 0 . 4113 0 .4417 0.4723 0.5029 0 .5335 0 .5642 0 .5950 0.6258 0. 6567 0.6877 0 . 7187 0 .7498 0.7809 0.8120 0.8432 0.8745 0 .9058 0.9372 0. 9686 1.0000 Hrad: 0. 0211 0 .0421 0.0632 0.0842 0.1053 0 .1263 0 .1474 0.1685 0.1865 0 .2052 0.2244 0 .2440 0.2639 0.2841 0 .3044 0.3249 0 .2774 0.1916 0.0790 0 .1050 0.1316 0 .1597 0.1899 0.2202 0.2507 0.2812 0.3116 0.3421 0. 3725 0 .4029 0.4331 0 .4633 0 .4934 0 .5234 0.5535 0 .5834 0 .6133 0 .6431 0 .6729 0.7026 0 .7325 0 .7625 0 .7923 0.8222 0.8520 0 .8817 0 . 9113 0.9409 0.9705 1.0000 Width: 0.0034 0 .0068 0 .0102 0 .0136 0.0170 0.0204 0 .0238 0 .0272 0.0312 0.0352 0.0393 0 .0433 0.0474 0.0514 0.0555 0.0595 0 .2774 0.5271 0.8690 0 .9017 0 .9343 0 .9516 0.9533 0.9550 0.9568 0.9585 0.9602 0. 9619 0 .9636 0 .9654 0.9673 0.9692 0.9712 0.9731 0 .9750 0.9770 0.9789 0.9808 0.9828 0 .9847 SWMM 5 -Prop Interim 1 2 Year Page 14 -----·· - 0 .9864 0.9879 0 .9894 0.9909 0.9924 0.9939 0.9955 0 .9970 0.9985 1. 0000 Transect 6983m Area : 0.0000 0.0001 0 .0003 0.0005 0.0009 0 .0012 0.0017 0 .0022 0 .0028 0.0034 0.0041 0.0049 0 .0057 0.0067 0.0077 0.0087 0 .0098 0 . 0110 0 .0124 0 .0151 0.0196 0 . 02 60 0 .0342 0 .0442 0 .0560 0.0696 0 .0851 0 .1023 0.1214 0.1423 0 .1 650 0.1896 0.2159 0 .2441 0.2787 0 .3181 0 .3600 0.4042 0 .4 504 0 . 4973 0 .5448 0.5929 0.6416 0.6910 0 .7409 0.7915 0.8427 0.8945 0.9469 1.0000 Hrad: 0 .0342 0 .0684 0 .1 026 0 .1368 0 .1711 0.2053 0 .2395 0.2737 0 .3079 0 .3421 0.3763 0.4105 0.4448 0 .4790 0 .5132 0 .5474 0.5816 0 .6158 0 .6541 0.6337 0 . 5678 0.5056 0 . 4 612 0.4338 0.4195 0 .4146 0.4164 0 .4231 0.4333 0.4462 0 .4611 0 .4777 0 .4954 0.5142 0.4643 0 .4839 0 .5046 0 .5260 0.5595 0.5980 0 . 6372 0. 6769 0 .7170 0. 7572 0.7977 0 .8382 0 .8787 0 .9192 0.9596 1.0000 Width: 0 .0013 0 .0025 0 .0038 0.0051 0.0064 0 .0076 0 .0089 0.0102 0. 0115 0.0127 0.0140 0 .0153 0 .0166 0.0178 0 .0191 0 .0204 0 .0217 0 .0229 0.0340 0.0681 0.1022 0 .1362 0 .1703 0.2044 0.2384 0 .2725 0 .3066 0 .3406 0.3747 0 .4088 0.4428 0 . 4 7 69 0 . 5110 0.5451 0 .7160 0.7613 0 .8067 0 .8521 0. 8725 0 .8841 0.8957 0 .9073 0 .9189 0.9305 0 .9421 0 .9536 0 .9652 0 .9768 0.9884 1.0000 Transect 6983w Area: 0 .0003 0 .0008 0 .00 1 4 0.0020 0.0028 0 .0037 0 .0047 0.0058 0.0070 0 .0082 0 .0096 0. 0111 0 .0126 0.0143 0 .0161 0 .0179 0 .0199 0 .0222 0.0256 0 .0301 0 .0356 0 .0422 0 .0499 0.0587 0 .0685 0 .0795 0 .0914 0 .1 045 0.1186 0.1338 0.1501 0 .1 675 0 .1859 0.2125 0 .2513 0 .2916 0 .3332 0.3762 0.4205 0 .4663 0. 5134 0.5620 0. 6119 0 .6632 0 . 7159 0.7699 0.8254 0 .8822 0 .9404 1.0000 Hrad: 0.0455 0 .1098 0 .1664 0 .2183 0.2673 0.3141 0 .3595 0 .4038 0 . 4472 0 .4900 0.5323 0 .5742 0 .6157 0.6569 0.6979 0.7387 0 .7793 0 .8322 0.8487 0 .8384 0 .8166 0 .7927 0 .7714 0 .7546 0 .7428 0.7358 0 .7331 0 .7341 0.7382 0 .7450 0 .7 541 0 .7651 0 .7777 0.6507 0 . 6287 0 .6256 0 .6340 0 .6497 0.6704 0.6944 0 . 7208 0 .7489 0.7784 0.8087 0.8397 0 .8712 0 .9031 0 .9353 0.9676 1 .0000 Width : 0 .0075 0 .0091 0.0107 0.0123 0.0139 0 .0155 0 .0171 0 .0187 0.0203 0 .0219 0 .0235 0 .0251 0 .0267 0.0283 0.0299 0 .0315 0.0331 0.0475 0.0653 0.0831 0 .1009 0 .1187 0 .1365 0 .1543 0.1721 0 .1 899 0.2077 0 .2255 0 .2433 0.2611 0.2789 0 . 2967 0 .3145 0.6328 0.6557 0.6787 0.7016 0 .7246 0 .7475 0 . 7705 0 .7934 0 .8164 0 .8393 0.8623 0.8852 0 .9082 0 . 9311 0.9541 0.9770 1.0000 Transect 7229e Area: SWMM 5 -Prop Interim 1 2 Year Page 15 0 .0001 0 .0002 0 .0005 0.0009 0 .0014 0 .0020 0 .0027 0 .0036 0 .0045 0 .0056 0 .0068 0 .0081 0 .0095 0 . 0 11 0 0.0 1 62 0 .0239 0 .0326 0 .0425 0 .0534 0 .0654 0 .0785 0 .0927 0 .1 080 0 .1 243 0 .1 41 8 0 .1 603 0 .1799 0 .2016 0 .2281 0 .2595 0 .2953 0 . 3317 0 .3682 0 .4047 0 .441 3 0 .4 7 80 0 .5 1 47 0 .5514 0 .5882 0 . 6250 0 .6619 0 .6990 0 .7361 0 .7734 0 .8 1 09 0.8484 0 .8861 0 .9240 0 .9619 1 .0000 Hrad: 0 .0242 0.0484 0 . 0725 0 .0967 0.1209 0.1451 0 .1692 0 .1934 0 .2176 0.2418 0 .2659 0 .2901 0 .3143 0 .3385 0.1217 0 .1604 0 .1945 0 .2252 0 .2535 0 .2798 0 .3047 0.3284 0 . 3511 0 .373 1 0.3944 0 .4152 0 .4355 0 .4341 0 .4301 0.4283 0 .4380 0 .46 1 7 0 .4 878 0 .5 1 55 0.54 4 5 0 .5743 0 .6049 0 .6359 0 .6674 0 .6993 0 . 7290 0.7584 0 .7880 0 .8 1 78 0.8479 0 .8781 0 .9084 0 .9388 0 .9694 1.0000 Wi dth : 0.0029 0 .0059 0 .0088 0 . 0117 0.0147 0 .0176 0 .0205 0 .0235 0 .0 26 4 0.0293 0 .0323 0 .0352 0 .0381 0 .0411 0 .1866 0 .2 1 51 0 .2436 0 . 272 1 0 .3006 0.3 2 9 1 0 .3575 0 .3860 0 .4145 0 .4 430 0 .4715 0 .5000 0 .5285 0 .6299 0 .7585 0.8871 0 .9545 0 .9558 0 .9571 0 .9584 0.9597 0 .9610 0 .9623 0 . 9636 0 .96 4 9 0 . 9661 0 .9690 0 .9725 0.9759 0.9794 0.9828 0 .9862 0 .9897 0 .9931 0 . 9966 1 .0 0 00 Transect 7229m Area : 0 .0001 0 .0004 0 .0008 0 .0015 0.0 0 23 0 .0033 0 .0046 0 .0059 0 .0075 0 .0093 0 . 0112 0 .0134 0 .0157 0 .0182 0.0209 0 .0238 0 .0269 0 .0310 0 .0369 0 .0446 0 .0541 0 .0654 0 .0786 0 .0935 0 .1102 0 .1288 0 .1491 0 .1713 0 .1 952 0 .2210 0 .2486 0 . 2779 0 .3093 0 .3 4 30 0 .379 1 0 .4176 0 .4578 0.4981 0 .5386 0 .5793 0 .6201 0 .66 1 0 0 .7021 0 .7434 0.78 48 0 .8263 0 .8680 0.9099 0 .9537 1 .0000 Hrad : 0 .0283 0 .0567 0 .0850 0 . 1134 0.1 417 0.1701 0 .1984 0 .2268 0 .2 5 5 1 0.2835 0 . 3118 0 .3402 0 .3685 0 .3969 0 .4252 0 .4536 0 .4824 0 .5092 0 .5 079 0.4942 0 .4778 0 .4634 0 .4528 0 .4462 0 .4433 0 .4436 0 .4465 0 .45 1 7 0 .4587 0 . 4672 0 .4770 0 .4878 0 .4985 0 . 5092 0 .5204 0 .5319 0 .5602 0 .5928 0 . 6262 0.6602 0 .6947 0 . 7294 0 .7645 0 .7998 0 .8352 0 .8708 0 .9065 0 .9402 0.9706 1.0000 Width: 0 .0039 0 .0078 0 . 0117 0 .0 1 57 0.0 1 96 0.0235 0 .0274 0 .0313 0 .0352 0 .0391 0.0431 0 .0470 0 .0509 0 .0548 0 .0587 0.0626 0 .0674 0 .1055 0.1 435 0.18 1 5 0 .2195 0 .2575 0 .2955 0 .3335 0 . 3 71 5 0 .4095 0.44 75 0 .4856 0.5236 0 .5616 0 .5996 0.6376 0.6842 0 .7351 0 .7860 0 .8369 0 .8484 0 .8515 0.85 4 6 0.8577 0 .8608 0 .8639 0 .8670 0.8701 0 .8731 0 . 87 62 0 .8793 0 .8971 0.9486 1 .0000 Transect 7229w Area : 0 .0001 0 .0002 0.0005 0 .0009 0 .0013 0 .0019 0 .0028 0 .0041 0.0056 0.0075 0 .0097 0 .0122 0.0 1 50 0 .0 1 8 1 0.0216 0 .0254 0 .0295 0 .0340 0 .0388 0.0438 0 .0492 0.0550 0 .0610 0 .0674 0 .0741 SWMM 5 -Prop Interim 1 2 Year Page 16 0. 0811 0.0885 0.0974 0. 1126 0 .1312 0.1530 0.1780 0.2064 0.2380 0.2728 0. 3110 0.3523 0.3952 0.4392 0.4845 0.5308 0.5783 0.6270 0.6768 0. 7278 0.7799 0.8332 0.8877 0.9433 1.0000 Hrad: 0.0321 0.0642 0.0962 0.1283 0.1604 0.1696 0 .1728 0.1895 0.2121 0.2378 0.2653 0.2940 0.3235 0.3535 0.3839 0.4146 0.4456 0. 4 7 67 0.5081 0.5395 0.5710 0.6026 0.6343 0.6661 0.6979 0.7298 0.7617 0.7865 0.7795 0.7641 0.7459 0. 7287 0.7140 0.7026 0.6947 0.6900 0.6912 0.7051 0. 7228 0.7433 0.7657 0.7895 0.8143 0.8398 0.8658 0.8923 0.9190 0.9459 0. 9729 1.0000 Width: 0.0019 0.0037 0.0056 0.0075 0.0093 0.0129 0.0185 0.0241 0.0297 0.0353 0.0410 0.0466 0.0522 0.0578 0.0635 0.0691 0.0747 0.0803 0.0859 0.0916 0.0972 0.1028 0.1084 0 .1140 0 .1197 0.1253 0 .1309 0.2379 0.2949 0.3519 0.4089 0.4659 0.5229 0.5799 0.6369 0.6939 0.7386 0.7587 0.7788 0.7989 0.8190 0.8391 0.8592 0.8793 0.8995 0.9196 0.9397 0.9598 0.9799 1.0000 Transect 743le Area: 0.0001 0.0002 0.0005 0.0010 0.0015 0.0022 0.0053 0.0114 0.0181 0.0255 0.0335 0.0421 0.0513 0. 0611 0.0716 0.0826 0.0943 0.1066 0 .1195 0.1331 0.1472 0.1628 0.1807 0.2009 0.2234 0.2482 0.2753 0.3047 0.3358 0. 3670 0.3983 0. 4296 0.4609 0.4923 0.5237 0.5552 0.5867 0.6182 0.6498 0. 6814 0.7131 0.7448 0.7766 0.8084 0.8402 0.8721 0.9040 0.9360 0.9680 1. 0000 Hrad: 0.0206 0.0411 0. 0617 0.0822 0.1028 0.1233 0.0387 0.0766 0 .1116 0.1441 0.1745 0.2032 0.2305 0.2564 0.2812 0.3050 0.3279 0.3501 0.3717 0.3926 0.4130 0.4153 0.4193 0.4239 0.4285 0.4333 0.4382 0.4433 0.4592 0.4802 0.5025 0.5258 0.5499 0.5745 0.5997 0.6252 0.6510 0. 6771 0.7035 0.7300 0.7566 0.7834 0.8102 0. 8372 0.8642 0.8913 0.9184 0.9456 0. 9728 1. 0000 Width: 0.0037 0.0075 0. 0112 0.0150 0.0187 0.0225 0.1816 0.2008 0.2201 0.2393 0.2585 0.2778 0.2970 0.3162 0.3355 0.3547 0.3739 0.3932 0.4124 0.4316 0.4509 0.5220 0.5939 0.6657 0.7376 0.8095 0.8814 0.9532 0. 9729 0.9742 0.9755 0.9768 0.9781 0.9794 0.9807 0.9820 0.9832 0.9845 0.9858 0.9871 0.9884 0.9897 0.9910 0.9923 0.9936 0.9948 0. 9961 0.9974 0.9987 1. 0000 Transect 743lm Area: 0.0001 0.0003 0.0006 0.0012 0.0018 0.0026 0.0035 0.0046 0.0058 0.0072 0.0087 0.0104 0.0122 0.0141 0.0162 0.0184 0.0208 0.0233 0.0260 0.0288 0.0318 0.0349 0.0381 0.0415 0.0450 0.0487 0.0525 0.0595 0.0788 0 .1011 0.1263 0.1545 0.1856 0.2196 0.2566 0.2965 0.3393 0.3851 0.4338 0.4838 0.5341 0.5847 0.6356 0.6868 0.7383 0.7900 0.8421 0.8944 0. 9471 1.0000 SWMM 5 -Prop Interim 1 2 Year Page 17 - Hrad: 0.0205 0.0409 0 .0614 0 .0818 0 .1023 0.1227 0.1432 0 .1636 0 .1841 0 .2045 0.2250 0.2454 0 .2659 0 .2863 0 .3068 0 .3272 0.3477 0 .3681 0 .3886 0 .4090 0.4295 0.4499 0 .4704 0 .4909 0 . 5113 0.5318 0.5522 0 . 5371 0 .4559 0 .4225 0. 4117 0 .4133 0 .4224 0 .4361 0 .4530 0.4720 0.4925 0 .5142 0 .5380 0 .5747 0 .6136 0 .6540 0 .6955 0 .7377 0 .7806 0 .8240 0 . 8 67 6 0 . 9116 0 .9557 1 .0000 Width: 0.00 2 7 0 .0054 0.0081 0 .0109 0 .0136 0 .0163 0 .0190 0.0217 0 .0244 0 .0271 0.0299 0 .0326 0 .0353 0 .0380 0 .0407 0 .0434 0.0461 0.0488 0 .0516 0 .0543 0 .0570 0.0597 0.0624 0 .0651 0 .0678 0.0706 0.0733 0.3369 0 .3922 0 .4475 0.5029 0.5582 0.6135 0 .6688 0 .72 4 1 0 .7794 0.8347 0 .8901 0 .9398 0 .9453 0.9508 0 . 95 62 0 . 9617 0 . 9672 0. 9727 0.9781 0 .9836 0 .9891 0 .9945 1.0000 Transect 7431w Area: 0.0000 0.0001 0 .0004 0 .0008 0 .0013 0.0021 0 .0030 0 .0041 0 .0053 0 .0068 0 .0084 0 .0102 0 .0121 0.0143 0 .0166 0.0190 0 .0217 0 .0245 0.0275 0 .0306 0.0344 0 .0401 0 .0479 0.0579 0 .0700 0 .0842 0 .1005 0 .1190 0 .1395 0 .1622 0.1871 0 . 2140 0 .2431 0 .2743 0 .3076 0 .3430 0 .3806 0 .4203 0 . 4 621 0.5054 0.5498 0 .5954 0 .6420 0 .6898 0.7387 0 .7887 0 .8399 0.8921 0 .9455 1 .0000 Hrad : 0.0 336 0 .0604 0 .0776 0 .1073 0 .1397 0 .1732 0 . 2072 0.2415 0 .2760 0 .3105 0.345 2 0 .3799 0 .4147 0.4494 0 .4843 0.5191 0 .5539 0 .5888 0.6237 0 .6586 0 .7033 0 .7144 0.6974 0 .6703 0 .6433 0 .6209 0 .6043 0 .5934 0.5875 0 .5858 0.5878 0 .5926 0.5999 0.6092 0 .6201 0.6325 0 .6460 0.6605 0. 6770 0.7037 0 .7 314 0.7600 0 .7892 0.8188 0 .8487 0.8788 0 .9090 0 .9393 0.9697 1.0000 Width: 0.0011 0 .0026 0 .0057 0.0088 0.0120 0.0151 0 .0183 0.0214 0.0245 0.0277 0.0308 0 .0339 0. 0371 0.0402 0 .0434 0 .0465 0 .0496 0 .0528 0.0559 0.0590 0 .0845 0 .1231 0.1616 0 .2002 0.2388 0.2774 0 .3159 0.3545 0.3931 0 .4316 0 .4702 0 .5088 0.5474 0.5859 0 . 6245 0.6631 0 .7017 0 .7402 0.7768 0 . 7971 0.8174 0 .8377 0.8579 0.8782 0 .8985 0 .9188 0 .9391 0.9594 0 .9797 1.0000 Transect 7993 Area: 0 .0001 0 .0002 0.0005 0.0008 0. 0013 0.0019 0 .0026 0 .0045 0.0075 0 . 0115 0.0166 0 .0226 0 .0313 0.0439 0.0589 0.0746 0 .0910 0.1081 0 .1258 0 .1441 0 .1632 0.1 828 0.203 2 0 .2241 0 .2458 0 .2681 0 .2910 0.3147 0 .3389 0.3638 0.3894 0 .4156 0.4425 0.4701 0 .4983 0.5271 0 .5567 0 . 58 68 0 .6176 0 .6491 0 .6813 0.7141 0 .7475 0 .7816 0 .8164 0.8518 0 .8879 0.9246 0.9620 1.0000 Hrad : 0 .0191 0 .0382 0 .0573 0.0765 0 .0956 0.1147 0.1312 0.0678 0 .0810 0.0968 0 .1139 0 .1316 0 .1073 0 .119 1 0.1462 0 .1777 0 .2083 0 .2380 0.2669 0.2951 SWMM 5 -Prop Interim 1 2 Year Page 18 0.3227 0.3498 0.3763 0 .4 024 0 .4281 0.4534 0.4783 0.5030 0 .5273 0 .5514 0 .575 2 0.5988 0.6222 0.6453 0 .6683 0 . 6911 0.7138 0 .7363 0 .75 86 0 .7809 0 .8030 0.8250 0.8468 0.8686 0 .8903 0. 9118 0.9333 0 .9547 0.976 1 1 .0000 Width : 0 .0027 0.0054 0.0081 0.0108 0 .0135 0 .0162 0.0279 0 .0657 0 .0923 0 .1189 0 .1455 0 .1 721 0 .2916 0.3685 0 .4027 0 .4199 0.4370 0 .4541 0 .471 3 0 .4884 0.5056 0.5227 0 .5399 0 .5570 0 .5 741 0 .5913 0.6084 0 .6256 0 .6427 0 .6599 0 .6770 0.6941 0 .7113 0 . 7284 0 .7456 0 .7627 0 .7799 0 .7970 0 .8141 0 .8313 0.8484 0.8656 0 .8827 0.8999 0 .9170 0 .9341 0.9513 0 .9684 0 .9856 1 .0000 Transect CAIN-OVER Area: 0 .0003 0.0014 0 .0031 0 .0055 0 .0087 0 .0128 0 .0 17 8 0.0237 0 .0306 0 .0383 0 .0470 0.0567 0 .0694 0 .0850 0 .101 2 0 .1180 0 .1354 0.1533 0 .171 8 0 .1 907 0 .2102 0.2301 0 .2506 0 .2716 0 .2932 0 .3153 0.3380 0 .361 3 0 .3851 0 .4095 0 .4345 0.4600 0 .4861 0 .5127 0 .5399 0 .5676 0.5959 0 .6247 0 .6541 0 .6839 0 .7144 0.7454 0 .7769 0 .8087 0 .8406 0 .8724 0.9043 0 .9362 0 . 9681 1.0000 Hrad : 0 .0160 0.0319 0 .0479 0 .0639 0 .0768 0 .0898 0.1038 0 .11 84 0 .1333 0 .1 485 0.1638 0.1793 0.1444 0 .1705 0 .195 9 0.2207 0.2449 0.2693 0 .29 34 0 .3171 0 .3404 0 .3634 0 .3860 0 .4075 0 .4 284 0.4492 0.4696 0 .4899 0 .5100 0 .5298 0.5497 0.5693 0 .5889 0 .6083 0 . 6277 0.6472 0.6666 0.6858 0 .70 50 0 . 7240 0 .7429 0. 7 617 0.7804 0 .8107 0 .8423 0.8738 0.9054 0.9370 0 .9685 1. 0000 Width : 0.0216 0.0433 0.0649 0 .0866 0 .1133 0.1423 0.1713 0.2003 0 .2293 0 .258 3 0.2873 0 .3162 0 .4 808 0 .4989 0 .517 0 0.5351 0.5532 0.5697 0 .5857 0 .601 7 0 .6177 0.6337 0.6497 0 .6669 0 .6847 0 .7024 0.7201 0.7379 0 .7556 0 .7733 0.7909 0.8084 0.8259 0 .8433 0 .8605 0.8775 0.8944 0. 9113 0 .928 3 0.9452 0. 9621 0 .9790 0.9960 0 .9980 0 .9983 0.9987 0.9990 0.9993 0 .99 97 1. 0000 Transect DSofSiteExisting Area: 0.0000 0.0001 0.0003 0 .0004 0 .000 7 0.0010 0. 0014 0 .0018 0 .0024 0 .003 0 0.0037 0 .0045 0 .0055 0.0065 0 .007 6 0.0089 0.0103 0. 0118 0 .0134 0.0 15 2 0.0212 0 .0318 0 .0440 0.0574 0 .071 9 0.0878 0 .1 052 0 .1240 0.1442 0.166 1 0.1915 0.2189 0 .2481 0 .2800 0 .3 14 7 0 .3507 0.3881 0 .4269 0 . 4 671 0.5087 0.5516 0.5959 0 .6416 0.6887 0 . 7371 0.7869 0.8381 0 .8907 0 .9447 1.0000 Hrad: 0.0174 0 .0348 0 .0522 0.0696 0 .0869 0 .1 043 0.1217 0 .1375 0.1 515 0 .1651 0.1790 0.1931 0 .2076 0.2220 0.2317 0.2429 0.2552 0 . 2 683 0.2820 0 .2963 0.2416 0.2140 0 .2207 0.2411 0 .2644 0.2867 0.3125 0 .3398 0.3677 0 .3949 0 .3922 0. 42 62 0 .4 597 0.4884 0 .5192 0.5508 0.5828 0 .6150 0 .6474 0 . 67 98 0 .7121 0.7445 0.7767 0 .8089 0 .84 1 0 SWMM 5 -Prop Interim 1 2 Year Page 19 0.8730 0.9049 0 .9367 0.9684 1 .0000 Width: 0 .0010 0 .0020 0 .0030 0 .0040 0 .0050 0.0060 0.0070 0 .0087 0 .0105 0 .0 1 22 0 .0139 0.0157 0.0 1 74 0 .0192 0 .02 1 4 0 .0236 0 .0257 0 .0279 0 .0301 0 .0323 0.1744 0 .2040 0 .2285 0 .2492 0 . 2712 0 .2968 0.3225 0 .3482 0.3739 0 .4 1 20 0 .4734 0 .5051 0 .5359 0.6066 0 .6312 0 .6558 0.6804 0 .7050 0 . 7295 0 .7 5 41 0 .7787 0.8033 0.8279 0 .8525 0 .8771 0.9017 0. 92 62 0.9508 0 .9754 1 .0000 Transect DSofSiteRev Area : 0.0001 0 .0006 0 .0013 0 .0023 0 .0036 0 .0052 0 .0070 0 .0093 0 .0120 0 .0153 0 .0190 0 .0233 0 .0280 0 .0333 0 .0391 0 .0455 0.0526 0 .0603 0 .0686 0 .0775 0 .0871 0 .0973 0 .1081 0 .1196 0 .1317 0 .1455 0.1613 0 .1792 0 .1992 0 .2212 0 .2510 0 .2828 0 .3177 0 .3538 0 .3905 0 .4277 0 .4654 0 .5036 0 .5422 0 .5814 0 .6210 0.6612 0 .7018 0 .7429 0 .7845 0 .8266 0. 8 692 0 .9123 0 .9559 1 .0000 Hrad: 0 .0210 0.0421 0 .0631 0 .0842 0 .1 052 0 .1263 0 .1473 0 .1664 0 .1833 0 .1999 0 .2166 0.2338 0 . 2513 0 . 2 687 0 .2805 0 .2941 0.3089 0 .3248 0 .3414 0 .3587 0 .3764 0.3946 0 .4131 0 .4319 0 .4421 0 .4366 0 .4385 0 .4437 0 .4507 0 .4589 0 .3450 0.3821 0 .4149 0 .4487 0 .4850 0 .5212 0. 5572 0 .5930 0 .6286 0 .6638 0 .6988 0 .7334 0 . 7 678 0 .8019 0 .8356 0 .8691 0.9022 0.9351 0 . 9677 1 .0 0 00 Width: 0 .0065 0 . 0130 0 .0194 0.0259 0 .0324 0 .0389 0.0454 0 .0564 0.0676 0 .0789 0 .0901 0.1014 0 .1126 0 .1241 0 .1383 0 .1524 0.1665 0 .1806 0 .1948 0 .2089 0 .2230 0.2371 0 .2513 0 .2654 0 .2878 0 .3341 0.3804 0 . 42 68 0 .4731 0 .5194 0.6948 0.7523 0.8108 0.8223 0 .8334 0.8445 0 .8556 0 .8667 0. 8778 0 .8889 0 .9000 0. 9111 0 .9222 0.9334 0 .9445 0.9556 0.9667 0.9778 0.9889 1.0000 Transect ExistingBarracksChannel Area : 0 .0004 0.0017 0.0037 0.0066 0 .0104 0 .0149 0 .0203 0.0265 0 .0336 0 .0417 0 .0508 0.0609 0 . 0719 0 .0840 0 . 0971 0 .1111 0.1262 0.1421 0 .1587 0 .1762 0 .1945 0.2136 0 .2335 0 .254 1 0 .2756 0.2979 0 .3209 0.3448 0 .3694 0 .3949 0. 4211 0.4482 0.4760 0 .5046 0 .5334 0.5625 0 .5919 0 .6216 0 .6516 0 .6818 0. 7124 0.7432 0.7743 0.8057 0 .8374 0 .8693 0 .9016 0 .9341 0. 9669 1 .0000 Hrad: 0 .0166 0.0332 0.0498 0.0665 0 .0831 0 .0997 0 .1163 0.1329 0.1475 0 .1616 0 .1763 0.1913 0.2066 0 .2221 0.2378 0.2536 0.2706 0 .2898 0 .3088 0 .3275 0.3460 0.3644 0 .3827 0 .4008 0 .4188 0 . 43 68 0.4546 0 .4723 0.4900 0 .5076 0 .5252 0.5427 0 .5601 0.5843 0 . 6117 0 .6388 0.6658 0.6925 0 . 7191 0.7454 0 .7716 0. 7 97 6 0 .8235 0.8492 0.8747 0 .9000 0.9253 0.9503 0 .9752 1.0000 Width: 0.0250 0.0499 0 .0749 0 .0998 0.1248 0.1498 0.1747 0 .1997 0 .2280 0 .2580 0 .2880 0.3181 0.3481 0.3781 0 .4081 S WM M 5 -Prop Interim 1 2 Year Page 20 ------ 0.4381 0.4662 0 .4901 0.5141 0 .5381 0.5621 0 .5861 0 .6100 0 .6340 0 .6580 0 .6820 0 .7060 0 . 7299 0 .7539 0 .7779 0 .8019 0.8259 0 .8498 0.8635 0 . 8721 0.8806 0 .8891 0 .8976 0 .9062 0 .9147 0 .9232 0 .93 1 8 0 .9403 0 .9488 0 .9574 0 .9659 0 .9744 0 .9829 0 .9915 1 .0000 Transect OW -OVER Area: 0.0074 0 .0153 0 .0238 0.0327 0 .0422 0.0521 0 .0626 0 .0736 0 .0852 0 . 0972 0.1097 0 .1228 0 .1 364 0 .1505 0 .1 651 0.1802 0.1958 0 .2120 0.2286 0 .2458 0 . 2 635 0.28 17 0 .3004 0.3196 0 .3394 0.3596 0 .3804 0 .4017 0 .4235 0 .44 58 0 . 4 68 6 0 .4920 0 .5 1 58 0 .5402 0 .5651 0.5905 0 .6164 0 .6428 0.6697 0 .6 9 72 0 . 7252 0.7536 0 .7826 0.8121 0 .8 422 0. 8727 0.9038 0 .9353 0. 9674 1. 0000 Hrad : 0 .0347 0.0674 0 .0982 0 .1277 0 .1559 0 .1831 0.2094 0 .2350 0.2599 0 .28 42 0 .3080 0 . 3313 0 .3543 0.3769 0 .3992 0 .4212 0.4429 0 .4644 0 .4 856 0 .5067 0.5276 0 .5484 0 .5690 0 .5894 0 .609 7 0 .6299 0 .6500 0 .6700 0.6899 0 .7 097 0 . 7295 0 .7491 0 .7687 0 .7882 0 .80 7 7 0 . 8271 0 .8464 0 .8657 0.8849 0 .90 41 0 .9232 0 .9423 0 . 96 1 4 0.9804 0 .9994 1.0 1 84 1. 0373 1. 0562 1.0750 1 .0000 Width : 0 .2133 0 .2276 0.2419 0 . 2562 0 . 270 5 0 .2848 0 .2991 0 .3 1 34 0.3277 0 .3 420 0 .3563 0 .3706 0 .38 4 9 0 .3992 0 .4135 0 .4278 0.442 1 0 . 4564 0.4708 0 .485 1 0 .4994 0.5137 0 .5280 0.5423 0 .5566 0 .5709 0 .5852 0 .5995 0 . 6138 0 .628 1 0 .6424 0 .6567 0 .6710 0.6853 0 .6996 0 .7139 0.7282 0 .7 425 0 .7568 0.77 1 2 0 .7855 0 .7998 0 .8 1 4 1 0 .8284 0.842 7 0 .8570 0. 8713 0 .8856 0 .8999 1 .0000 Transect PropSecA-A Area : 0.0080 0 .0160 0 .0241 0.0323 0 .0406 0 .0490 0 .0574 0 .0659 0.0745 0 .0832 0.0919 0 .1008 0 .1 097 0 .1187 0 .1278 0 .1369 0.1 461 0 .1 554 0 .1648 0.1743 0 .1 838 0.1935 0 .2032 0.2130 0 .2228 0 .2354 0.2532 0 .2763 0.3045 0.3345 0.3648 0.3953 0 . 42 62 0.4574 0 .4890 0 .5208 0.5530 0 .5855 0.6183 0.6514 0 .6848 0.7 1 86 0 .7527 0 .7870 0 .8217 0 .8568 0.8921 0 .9277 0.9637 1. 0000 Hrad : 0.0070 0. 0138 0 .0205 0 .0270 0 .0334 0. 0396 0 .0458 0 .0 5 18 0 .0577 0 .0635 0.0692 0 .0748 0 .0803 0 .0857 0 .0910 0. 0963 0 .1014 0 .1065 0.1115 0 .1164 0.12 1 3 0 .12 61 0 .1308 0 .1355 0 .1401 0 .1 4 50 0 .1499 0 .1 571 0 .1692 0 .1909 0.2173 0 .2472 0 .2800 0.3150 0 .3519 0 .3902 0 .4299 0 .4706 0.5121 0 .5545 0.5974 0.6409 0 .6848 0.7291 0 .7737 0 .8 1 86 0.863 7 0 .9090 0.9544 1 .0000 Width : 0.2196 0 .22 1 7 0.2239 0.2261 0 .2283 0 .2304 0.2326 0 .2348 0.2370 0 .2391 0.2 41 3 0 .2435 0.2 4 57 0.2478 0 .2500 0 .2522 0.2543 0 .2565 0 .2587 0 .2609 0 .2630 0 .2652 0 .2674 0.2696 0 .2717 0.4 1 67 0.5616 0 .7065 0 .8174 0. 82 61 0 .83 4 8 0 .8435 0 .8522 0.8609 0 .8696 0.8783 0.8870 0 .8957 0 .9043 0 .9130 SWMM 5 -Prop Interim 1 2 Ye ar Page 21 1• 0 .9217 0.9304 0 .9391 0 .9478 0 .9565 0 .9652 0.9739 0 .9826 0 .991 3 1 .0000 Transect PropSecB-B Area : 0 .0059 0. Ol18 0.0178 0 .0239 0 .0301 0 .0363 0.0426 0.0489 0 .0554 0 .0619 0 .0685 0.0751 0.0818 0.0886 0 .0955 0 .1024 0 .1 094 0 . l164 0 .1236 0 .1 308 0 .1381 0.1 485 0.1636 0 .1833 0.2054 0 .2277 0.2503 0.2732 0 . 2964 0 .3198 0 .3435 0 .3675 0.3918 0 . 41 64 0.4 41 2 0 . 4 664 0.4918 0.5175 0 .5434 0 .5697 0 .5962 0.6233 0.6540 0 .6894 0. 7295 0 .7743 0.8237 0.8778 0 .9 366 1 .0000 Hrad : 0 .0676 0.1 334 0 .1974 0 .2599 0.3208 0 .3803 0 .43 84 0 .4 953 0 .5509 0 .6053 0 .6586 0 .7109 0. 7 621 0 .8124 0 .86 1 8 0 .9103 0 .9580 1. 0049 1 .0510 1 .0964 1.1430 1.1 679 1.14 96 1 .1038 1. 0653 1. 0428 1. 031l 1. 0271 1. 0288 1. 03 4 7 1. 0439 1.0556 1. 0694 1.08 46 1. 1012 l. l187 1.1371 1.1562 1.1758 1.1958 1 . 2162 1.2138 1.1 743 1.14 26 l.l14 7 1 .0890 1. 0648 1. 0419 1 .0203 1 .0000 Width : 0 .0898 0 .0909 0 .0920 0 .0930 0.0941 0 .0951 0 .0962 0 .0973 0 .0983 0 .0994 0 .1005 0 .1015 0 .1026 0 .1037 0.1047 0.1058 0 .1 069 0 .1079 0 .1090 0. llOl 0 .1228 0 .1938 0 . 2 648 0 .3330 0.3373 0.3415 0 .3458 0 .3501 0 .35 4 3 0.3586 0.3628 0 . 3671 0 .3714 0 .3756 0.3799 0.3841 0.3884 0 .3927 0 .3969 0.4012 0.4054 0 .4320 0 .5030 0 .5740 0.6 450 0. 7160 0 .7870 0 .8580 0 .9290 1.0000 Transect PropSecC -C Area : 0 .0063 0 .0128 0 .0194 0 .0262 0.0331 0.0401 0 .0473 0 .0546 0 .062 1 0.0697 0 .0775 0 .0853 0 .0934 0 .101 5 0.1098 0. l183 0.1278 0 .1450 0 .1630 0.1 816 0 .2008 0.2205 0 .2408 0 . 2 6 1 7 0.2831 0.3052 0 .3278 0 .35 1 0 0 .37 47 0 .3991 0.4240 0.4495 0 .4 756 0 .5022 0.5295 0.5573 0.5856 0 .6146 0 .6441 0 .6742 0.7049 0 . 7362 0 . 7 680 0 .8004 0.8333 0.8664 0. 8996 0 .9329 0 . 966 4 1.0000 Hrad: 0 .0487 0.0951 0 .1393 0 .18 1 7 0.2223 0 .2613 0.2989 0 .3352 0 .3704 0.404 4 0 .4374 0. 4 695 0 .5007 0. 531l 0.5608 0 .5898 0.6160 0 .6069 0 .6047 0.607 4 0 .6134 0 .6215 0 . 631l 0 .6 41 8 0.6532 0 .6653 0 .6777 0 .6904 0 .7033 0.7164 0 .7295 0.7427 0 .7559 0.7691 0.7823 0 .7955 0.8086 0 .82 17 0 .83 47 0.8477 0 .8606 0.8734 0 .8862 0 .8989 0.9143 0 .9312 0 .9482 0 .9654 0.9827 1.0000 Width: 0 .1902 0.1944 0.1986 0.2028 0.2070 0 . 2l12 0.2153 0.2195 0.2237 0.2279 0.2321 0.2363 0 .2405 0 .2 44 7 0 .2488 0 .2530 0.4264 0 .5259 0 .5430 0.560 1 0 .5773 0.5944 0 . 6l15 0 .6286 0 . 6457 0 .6629 0.6800 0 .6971 0 . 7142 0.7313 0 .7485 0 .7656 0 .7827 0 .7998 0.8169 0 .8341 0.8512 0 .8683 0 .8854 0.9026 0 .9197 0 .9368 0 .9539 0 .97 1 0 0 .9795 0 .9836 0.9877 0.9918 0 .9959 1.0000 Transect PropSecD-D Area: SWMM 5 -Prop Interim 1 2 Year Page 22 0.0002 0 .0008 0 . 0017 0 .0030 0 .0047 0.0068 0 .0092 0 .0121 0 .0 1 53 0 .0 1 88 0.0227 0 .0270 0 .0315 0 .0365 0 .0 4 18 0 .0474 0 .0534 0.0597 0 .0668 0 .0747 0.0915 0 .1 20 1 0.1 489 0 .1780 0. 2072 0.2367 0 .2663 0 .2962 0 .3263 0 .3566 0 . 3871 0 .4178 0 .4488 0 .4799 0 . 5 11 3 0.5429 0 .5746 0.6066 0 .6388 0 . 6 711 0 .7035 0 .7360 0 .7686 0 .8 01 3 0 .83 4 2 0. 8671 0.9002 0.9333 0 .9666 1 .0000 Hrad : 0 .0167 0.0334 0 .0500 0.0667 0 .0834 0 .1001 0 .1167 0 .1334 0 .1 503 0 .1 681 0 .1857 0 .2032 0 .2205 0 .23 77 0 .25 4 9 0 .2719 0 .2890 0.3057 0 .320 1 0.3326 0 .1078 0 .1404 0 .1 728 0 .2050 0 .2369 0 .2685 0 .3000 0 .33 1 2 0 .3622 0 .3931 0 .4236 0 .4540 0 .4 8 4 2 0 .5 14 3 0 .54 4 1 0 .5737 0 .6032 0 .6324 0 .6632 0 .69 4 3 0 . 7253 0. 7562 0 .7870 0 .8 1 77 0.8483 0.8789 0 .9093 0 .9396 0 .9699 1. 0000 Width : 0 . 0113 0 .0225 0 .0338 0 .0 4 5 1 0 .0563 0 .0676 0 .0788 0.0901 0 .1012 0 .11 1 5 0 .1218 0 .1322 0 .1425 0 .1528 0 .163 1 0 .1735 0.1 838 0 .1 994 0 .2247 0 .2500 0 .8523 0.8587 0 .8650 0 .8 7 14 0 .8777 0 .8840 0 .8904 0 . 8967 0 .903 1 0 .909 4 0 .9157 0 .922 1 0 .928 4 0 .93 47 0 . 94 11 0 .9474 0.9538 0 .960 1 0 . 964 1 0 .9674 0.9706 0.9739 0 .977 1 0 .98 0 4 0 .9837 0 .9869 0 .9902 0 .9935 0 . 996 7 1 .0000 Transect Roa d Sec Area : 0.0006 0 .0024 0.0053 0 .0094 0 .0147 0 .0212 0 .0288 0 .0376 0 .04 7 6 0 .0588 0 . 0711 0 .0846 0.0993 0 .1152 0 .1323 0 .1505 0 .1 699 0.1 902 0 .2 1 0 7 0 .23 1 2 0 .2516 0 .2721 0 .2926 0 .3 1 3 1 0 .3336 0 .3541 0 .3746 0.395 1 0 .4 1 56 0.436 1 0 .4566 0 .4 772 0 .4 978 0 .519 4 0 .5420 0 .5655 0 .5901 0.61 56 0 .6422 0.6697 0 .6982 0.7278 0 .7583 0.7898 0.8224 0 .8559 0 .8904 0.9260 0 .9625 1.0000 Hrad : 0 .0151 0.0302 0 .0454 0 .0605 0 .0756 0 .0907 0 .1 059 0 .1 2 1 0 0 .1361 0 .1512 0 .1664 0 .1 815 0 .1 966 0 .211 7 0.2269 0 .2420 0 .2571 0 .28 11 0 . 3110 0.3408 0 .3705 0 .4 002 0 .4 299 0 .459 4 0.4889 0 .5184 0 .5478 0 .5 771 0 .606 4 0 .6356 0 .6648 0 .6939 0.7230 0 .7507 0 .7765 0 .8004 0.8226 0 .8 4 32 0 .8623 0.8800 0 .8964 0 . 9 11 6 0.9256 0 .9387 0 .9508 0 .9621 0. 9726 0.9824 0 .99 15 1 .0000 Width : 0 .0309 0.0618 0 .0928 0 .1237 0 .1546 0 .1855 0 .2 1 65 0 .2474 0.2783 0.3092 0 .3402 0. 3711 0 .4020 0 .4329 0 .4638 0 .4948 0 .5257 0 .5382 0 .5383 0.5385 0 .5386 0 .5 3 87 0.5388 0 .5390 0.539 1 0 .5392 0.5393 0 .539 4 0 .5396 0.5397 0 .5398 0 .5399 0.5540 0 .5802 0. 6064 0.6327 0 .6 5 89 0 .6852 0 .7114 0 .7376 0 .7639 0 .7901 0 .8 1 63 0 .8426 0 .8688 0 .8951 0 .92 1 3 0 .9475 0 .9738 1.0000 Transect RR -OV ER Area : 0 . 0017 0 .0042 0 .0074 0 . 0114 0.0161 0 .0216 0 .0278 0.0348 0 .0425 0 .0509 0.0601 0 .0700 0 .080 7 0 .0921 0 .1043 0 .1172 0 .1309 0 .1453 0.1605 0 . 17 64 0.1930 0 .2104 0.2285 0 .2474 0.2670 SWMM 5 -Prop Interim 1 2 Year Page 23 0 .2874 0 .4005 0 .5321 0.6825 0.8514 Hrad : 0.0318 0.1430 0.2428 0.3408 0.4382 0.5353 0.6322 0. 7291 0.8259 0 .9226 Width : 0 .0546 0 .1510 0 .2475 0 .3440 0 .4405 0 .5369 0 .6334 0 .7299 0 .8264 0 .9228 ********************* Control Act i ons Taken ********************* 0 .3085 0 .4253 0.5607 0. 7148 0.8874 0 . 0571 0 .1632 0 .2625 0 .3603 0 .4576 0 .5547 0 .6516 0 .7484 0 .8452 0 .9420 0 .0739 0 .1703 0 .2668 0 .3633 0 .4598 0 .5562 0 .6527 0 .7492 0 .8456 0 .9421 ************************** Runoff Quantity Continuity ************************** Total Precipitation ..... . Evaporation Loss ........ . Infiltration Loss ....... . Surface Runoff .......... . Final Surface Storage ... . Continuity Error (%) .... . ************************** Flow Routing Continuity ************************** Dry Weather Inflow Wet Weather Inflow ...... . Groundwater Inflow ...... . RDII Inflow ............. . External Inflow ......... . External Outflow ........ . Internal Outflow ........ . Storage Losses .......... . Initial Stored Volume ... . Final Stored Volume ..... . Continuity Error (%) .... . *************************** Ti me-Step Critical Elements *************************** Link RR-Cl (10.21 %) Link Pl.2-c (2 .65 %) 0 .3304 0 .4509 0 .5900 0 .7478 0 .9242 0 .0799 0 .1833 0 .2821 0 .3798 0 .4770 0 .5741 0 . 6710 0 .7678 0 .8646 0. 9613 0.0932 0 .1896 0 .2861 0 .3826 0 .4791 0 .5755 0 . 6720 0 .7685 0 . 8 649 0 .9614 Volume acre -feet 243.319 0.000 78.682 161. 832 2 .826 -0.009 Volume acre -feet 0.000 161. 832 0.000 0 .000 0 .000 161.190 0.000 0.000 47.990 49 .052 -0.200 ******************************** Highest Flow Instability Indexes ******************************** Link 14Am ( 6) Link P -l.3A (6) Link 13m (5) Link CAIN-Cm ( 4) SWMM 5 -Prop Interim 1 2 Year 0.3530 0. 4772 0 .6201 0.7816 0.9617 0 .1015 0 .2032 0.3017 0 .3993 0.4965 0 .5935 0 .6903 0. 7872 0.8839 0.9807 0.1125 0 .2089 0 .3054 0.4019 0 .4983 0 .5948 0 . 6913 0 .7878 0 .8842 0.9807 Depth inches 4.500 0.000 1. 455 2.993 0.052 0.000 52.735 0.000 0.000 0.000 52.526 0.000 0.000 15.638 15.984 0 .3764 0 .5043 0 .6509 0 .8161 1 .0000 0.1225 0 .2230 0 .3213 0 .4187 0 .5159 0 .6 1 28 0 .7097 0 .8065 0 .9033 1 .0000 0 .1318 0.2282 0.3247 0 .42 1 2 0.5176 0.61 41 0 . 7106 0.8071 0.9035 1.0000 Page 24 Link Pl. 2 -a ( 4) ************************* Routing Time Step Summary ************************* Minimum Time Step Average Ti me Step Maximum Time St ep Percent in Steady State Average Itera t ions per Step *************************** Subcatchmen t Runoff Summary *************************** Total Precip Subcatchment i n 0.50 sec 0.96 sec 1. 00 sec 0.00 2 .03 Total Run on in Tota l Evap in Total Total Total Peak Runoff I nfil Runoff Runoff Runoff Coe ff in in 10 A6 gal CFS -------------------------------------------------------------------------------------------------------- Al 4 .50 0 .00 0 .00 0 .43 4 .03 1. 48 34 .30 0 .895 A2 4 .50 0 .00 0 .00 2 .13 2 .32 0 . 71 8 .25 0 .515 A3 4.50 0 .00 0 .00 1. 58 2.87 1. 06 21. 51 0 .638 A4 4 .50 0 .00 0 .00 1. 83 2.62 1. 09 21. 44 0 .582 Bl 4 .50 0 .00 0 .00 1.16 3 .29 1. 74 40 .99 0 .731 Cl 4 .50 0 .00 0 .00 0.95 3.51 1. 31 31 .62 0 .779 C2 4 .50 0 .00 0 .00 1. 78 2.67 0 .16 4 .35 0 .593 C3 4 .50 0 .00 0 .00 1. 79 2 .66 0 .49 12 .04 0.590 Dl 4 .50 0 .00 0 .00 0.40 4 .05 0 .41 9 .52 0.901 El 4 .50 0 .00 0 .00 1. 86 2 .59 0 .18 3 .59 0.576 E2 4 .50 0 .00 0 .00 1. 84 2 .61 0 .96 17 .95 0 .580 E3 4 .50 0 .00 0 .00 1. 86 2 .59 0 .27 5 .10 0 .575 E4 4 .50 0 .00 0 .00 1. 72 2 .73 2 .00 33 .75 0 .607 Fl 4 .50 0 .00 0 .00 1. 82 2.60 2 .19 35 .95 0 .578 F2 4 .50 0 .00 0 .00 0.73 3. 72 0 .46 11. 02 0 .827 F3 4 .50 0 .00 0 .00 1. 73 2 . 71 2 .54 52 .35 0 .602 F4 4 .50 0 .00 0 .00 1. 87 2.58 7 .32 123 .31 0 .574 FS 4 .50 0 .00 0 .00 1. 77 2. 68 8 .51 195 .41 0 .595 F6 4 .50 0 .00 0 .00 1. 4 1 3 .04 6 .26 140 .01 0 .677 Gl 4 .50 0 .00 0 .00 1. 54 2 .91 0 .57 15 .06 0 .647 Pl 4.50 0 .00 0 .00 0 .59 3 .87 0 .16 3 .82 0.859 P2 4.50 0 .00 0 .00 0.68 3 .78 0 .93 22 .35 0.839 P3 4.50 0 .00 0 .00 1. 04 3 .42 0 .34 8 .24 0 .759 P4 4 .50 0 .00 0 .00 0 .7 5 3.70 0 .43 10 .33 0 .823 PS 4 .50 0 .00 0 .00 0.54 3.92 1. 24 29 .05 0 .871 P6 4 .50 0 .00 0 .00 0 .50 3.96 1. 69 39 .95 0 .879 P7 4 .50 0 .00 0.00 0 .86 3.59 1. 65 38 .86 0.798 PB 4 .50 0 .00 0 .00 1.13 3.33 2 .35 57 .07 0.739 P9 4 .50 0 .00 0 .00 0 .1 4 4 .31 1.11 25 .34 0.959 PlO 4 .50 0 .00 0 .00 0.04 4.42 0 .31 7 .03 0.982 Pll 4 .50 0.00 0.00 0 .4 5 4.01 0 .14 3 .40 0 .891 Pl2 4 .50 0 .00 0.00 0.16 4 .30 0 .38 8 .70 0 .955 P13 4 .50 0 .00 0.00 0 .79 3.67 1. 34 31 . 73 0.815 Pl 4 4 .50 0.00 0 .00 0.73 3.73 0 .63 15 .34 0.828 Pl5 4.50 0 .00 0 .00 0.0 4 4 .42 0 .34 7 . 72 0.982 ****************** Nod e Depth Summary ****************** --------------------------------------------------------------------- Average Maximum Maximum Time o f Ma x Depth Depth HGL Occur ren ce Node Type Feet Feet Fe e t days hr :mi n --------------------------------------------------------------------- 5400 JUNCTION 1. 34 5 .51 286 .46 0 1 3 :22 543 1 JUNCTION 1. 3 7 5 .57 286 .52 0 1 3 :22 DS -2514 JUNCTION 1. 39 5.59 286 .54 0 13 :22 US -25 1 4 JUNCTION 0 . 76 4. 96 286 .78 0 13 :22 5646 JUNCTIO N 1. 08 5 .05 286 .87 0 13 :22 5667 JUNCTION 0.95 4 . 72 286 .82 0 13 :22 DS -RR JUNCTIO N 0 .73 4 .52 286 .87 0 13 :2 1 SWMM 5 -Prop Interim 1 2 Year Page 25 US-RR JUNCTION 0 .68 4.52 286.98 0 13:21 5714 JUNCTION 0 .64 4 .42 287.01 0 13 :21 5750 JUNCTION 0 .60 4 .09 287.28 0 13 :21 DS-OW JUNCTION 0 .67 4 .13 287.39 0 13 :21 us-ow JUNCTION 0.52 4 .83 288.67 0 13 :20 5800 JUNCTION 0.74 4 .83 288.74 0 13 :20 6000 JUNCTION 1. 73 5 .67 289. 62 0 13:11 6200 JUNCTION 1.25 5 .14 289.63 0 13:11 6400 JUNCTION 1. 04 4 . 63 289 .66 0 13:12 6600 JUNCTION 0 .90 4.16 289.72 0 13 :12 6800w JUNCTION 0 .14 0. 72 289.72 0 13 :1 3 6800m JUNCTION 0 .76 3.66 289 .76 0 13:12 6800e JUNCTION 0.24 1. 73 289.73 0 13:13 6896w JUNCTION 0 .23 0.41 290.21 0 12:30 6896m JUNCTION 0.70 3 .39 289.79 0 13:12 6896e JUNCTION 0 . 26 1. 68 289 .78 0 13: 13 DS-CAINw JUNCTION 0 .1 8 0.36 290.21 0 12:30 DS-CAINm JUNCTION 0 .91 3.28 289.94 0 13:09 DS-Caine JUNCTION 0.34 1. 91 290.04 0 13: 13 US-CAINw JUNCTION 1. 01 3.04 292.94 0 13:03 US-CAINm JUNCTION 0 .6 3 5.43 292.94 0 13:03 US-Caine JUNCTION 0.49 4. 62 292 .94 0 13:03 6983w JUNCTION 0.97 3.03 292.98 0 13 :02 6983m JUNCTION 0.53 5 .06 292.94 0 13:04 6983e JUNCTION 0 .48 4.44 292 .94 0 13:04 7229w JUNCTION 0 .51 1. 83 293 .73 0 12:30 7229m JUNCTION 0.23 3.15 292.94 0 13:05 7229e JUNCTION 0.38 3.14 292 .94 0 13:03 OF -Si te JUNCTION 0.87 2.62 295.32 0 12:30 743lm JUNCTION 0 .00 0.00 293.30 0 00 :00 743le JUNCTION 0 .25 1. 84 292.94 0 13 :03 DS-Deacon JUNCTION 0 .62 3.09 298.03 0 12:45 US Deacon JUNCTION 0 .33 2 .63 298.08 0 12:38 DS-Travis JUNCTION 0 .29 2.67 298.46 0 12:32 US-Travis JUNCTION 0 .29 2 .70 298.64 0 12:31 J3 JUNCTION 0.32 3.01 299 .70 0 12:30 J2 JUNCTION 0 .17 1. 93 300.00 0 12:30 DSCapps JUNCTION 0 .1 6 1. 66 303.03 0 12:30 USCapps JUNCTION 0 .1 9 1. 76 303.34 0 12:30 Jl JUNCTION 0 .65 3 .78 305.90 0 12:30 J-B2 JUNC TI ON 0 . 26 2 .38 303.88 0 12:37 J -BP JUNCTION 0 .31 3 .03 308.63 0 13:12 OF-PONDl JUNCTION 0 .61 2 .48 297.46 0 12:45 Pl-BarPnd-01 JUNCTION 0 .00 0 .00 306.00 0 00:00 MH-l-2A JUNCTION 0 .45 2 .65 297.84 0 13:31 MH-l-2B JUNCTION 0 .61 4 .02 299 .02 0 00 :00 MH-l-3A JUNCTION 6 .67 9 .82 298.82 0 12:41 MH-l-3B JUNCTION 6 .67 9 .71 298 .71 0 12:44 MH-l-3C JUNCTION 6 .65 9 .22 298.22 0 12:44 p3.4-l JUNCTION 0 .00 0.00 301 .00 0 00:00 P3.4-2 JUNCTION 0 .00 0 .00 297.20 0 00:00 P3.4-3 JUNCTION 0 .00 0 .00 296.32 0 00:00 PLUG JUNCTION 0 .00 0 .00 600.00 0 00:00 OF-5300 OUTFALL 1. 36 5.53 286.16 0 13:22 Ex-BarPnd STORAGE 0 . 41 4.00 309 .60 0 13:15 Ex-WGPnd STORAGE 0 .13 1. 78 306.15 0 1 2:30 PONDl STORAGE 8 . 64 11 . 03 298.03 0 1 2:45 POND2 STORAGE 6 .96 8 .84 297.84 0 13:31 POND3 STORAGE 10 .36 11. 88 298.88 0 12:43 POND4 STORAGE 6 .58 7 .51 295.51 0 12:30 ******************* Node Inflow Summary ******************* ------------------------------------------------------------------------------------- Maximum Maximum Lateral Total Lateral Total Time of Max Inflow Inf low Inflow Inflow Occurrence Volume Volume Node Type CFS CFS days hr:min 10 "6 gal 10 "6 gal ------------------------------------------------------------------------------------- 5400 JUNCTION 0 .00 454.96 0 13 :22 0.000 52 .522 5431 JUNCTION 0 .00 454 .98 0 13:21 0.000 52 .523 DS-2514 JUNCTION 0 .00 455 .02 0 13:21 0.000 52 .528 SWMM 5 -Prop Interim 1 2 Year Page26 US-2514 JUNCTION 0.00 455.08 0 13 :21 0 .000 52 .529 5646 JUNCTION 0 .00 455 .12 0 13 :21 0 .000 52 .529 5667 JUNCTION 0.00 455 .15 0 13 :21 0 .000 52 .529 DS-RR JUNCTION 0.00 455 .17 0 13 :21 0 .000 52 .529 US-RR JUNCTION 0.00 455.18 0 13 :21 0 .000 52.530 5714 JUNCTION 0.00 455.25 0 13 :20 0 .000 52.530 5750 JUNCTION 0.00 455.3 1 0 13 :20 0 .000 52 .530 DS-OW JUNCTION 0 .00 455 .38 0 13:20 0.000 52.530 us-ow JUNCTION 0.00 455.79 0 13 : 19 0 .000 52 .530 5800 JUNCTION 14 0.01 465.54 0 13 : 14 6 .261 52 .531 6000 JUNCTION 0 .00 412.39 0 13 :13 0 .000 46 .669 6200 JUNCTION 0 .00 241.61 0 13 :16 0 .000 30 .610 6400 JUNCTION 0 .00 240.13 0 13 : 16 0.000 30 . 611 6600 JUNCTION 0 .00 238.02 0 13 :05 0 .000 30 .660 6800w JUNCTION 0 .00 4.78 0 12 :47 0 .000 0 .155 6800m JUNCTION 0 .00 197.19 0 13 :03 0 .000 25 .695 6800e JUNCTION 0.00 52.09 0 12 :55 0 .000 4 .783 6896w JUNCTION 0 .00 0.47 0 12 :52 0 .000 0 .134 6896m JUNCTION 0 .00 198.23 0 13 :02 0 .000 25 .690 6896e JUNCTION 0 .00 52.20 0 12 :55 0 .000 4 .783 DS-CAINw JUNCTION 52.35 67 .80 0 12 :30 2 .537 7.941 DS-CAINm JUNCTION 0 .00 198.39 0 13 :01 0 .000 25.695 DS-Caine JUNCTION 0 .00 52 .23 0 13 :01 0 .000 4.855 US-CAINw JUNCTION 0 .00 217.82 0 12 :30 0 .000 25.104 US-CAINm JUNCTION 0 .00 200.59 0 12 :30 0 .000 20.316 US-Caine JUNCTION 0 .00 64 .74 0 12 :26 0 .000 4.877 6983w JUNCTION 0 .00 224.83 0 12 :30 0 .000 25.106 6983m JUNCTION 0 .00 81.10 0 12 :26 0 .000 1.182 6983e JUNCTION 0 .00 70.99 0 12 :27 0 .000 3.250 7229w JUNCTION 35 .95 226.19 0 12 :30 2 .190 25.105 7229m JUNCTION 0 .00 36 . 72 0 12 :29 0 .000 0.315 7229e JUNCTION 11 . 02 73 .73 0 12 : 29 0 .4 56 2.978 OF-Site JUNCTION 33 .56 191. 88 0 12 :30 1 .41 7 22.914 7431m JUNCTION 0 .00 0 .00 0 00 :00 0 .000 0.000 7431e JUNCTION 63 .06 63 .06 0 12 :30 2.516 2 .516 OS-Deacon J UN CTION 0.00 134 .23 0 12 :23 0 .000 29 .762 USDeacon JUNCTION 10.33 131.03 0 12 :30 0 .430 7.927 OS-Travis JUNCTION 0.00 122 .90 0 12 :3 1 0 .000 7 . 497 US-Travis JUNCTION 0 .00 123 .89 0 12 :30 0.000 7.500 J3 JUNCTION 8.24 125 .63 0 12 :30 0.337 7.498 J2 JUNCTION 22.35 119 .16 0 12 :3 0 0.934 7 .160 DSCapps JUNCTION 0 .00 97 .78 0 12 :30 0.000 6 .226 USCapps JUNCTION 3.82 98.01 0 12 :30 0.161 6 .226 Jl JUNCTION 42.55 94 .37 0 12 :30 2.184 6 .067 J -B2 JUNCTION 318 .70 318 .70 0 12:30 15.830 15 .830 J-BP JUNCTION 0 .00 16 .24 0 13 :21 0 .000 2 .147 OF-POND! JUNCTION 0.00 164.34 0 12:44 0.000 20 .155 Pl-BarPnd-01 JUNCTION 0.00 0 .00 0 00 :00 0 .000 0 .000 MH-1-2A JUNCTION 3.40 40.39 0 12:42 0.145 2 .698 MH-1-2B JUNCTION 0.00 73 .45 0 15:28 0.000 6 .211 MH-1-3A JUNCTION 0.00 93.60 0 12:34 0.000 7 .576 MH-1-3B JUNCTION 0.00 90.1 9 0 12:31 0 .000 7 .577 MH-l-3C JUNCTION 0.00 90.19 0 12:31 0 .000 7.577 p3.4-1 JUNCTION 0.00 0 .00 0 00 :00 0 .000 0.000 P3.4-2 JUNCTION 0 .00 0.00 0 00 :00 0 .000 0.000 P3.4-3 JUNCTION 0.00 0 .00 0 00 :00 0 .000 0.000 PLUG JUNCTION 0.00 0.00 0 00:00 0.000 0.000 OF-5300 OUTFALL 0.00 454 .95 0 13:22 0 .000 52.522 Ex-BarPnd STORAGE 42.95 42.95 0 12 :30 2 .147 2.147 Ex-WGPnd STORAGE 40.99 40 .99 0 12:30 1 .736 1.736 POND! STORAGE 97.93 316.71 0 12 :30 4 .223 54. 772 POND2 STORAGE 7.03 42 .73 0 12 :42 0 .310 4.839 POND3 STORAGE 160.4 3 160 .4 3 0 12 :30 7.576 10 .740 POND4 STORAGE 31.73 31.73 0 12 :30 1. 345 2 .375 ********************** Node Surcharge Summary ********************** Surcharging occurs when water rises above the top of the highest conduit . --------------------------------------------------------------------- Max. Height Min . Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet SWMM 5 -Prop Interim 1 2 Year Page 2 7 - J-BP JUNCTION MH -1-2B JUNCTION MH-1-3B JUNCTION MH -l-3C JUNCTION PLUG JUNCTION ********************* Node Flooding Summary ********************* No nodes were flooded . ********************** Storage Volume Summary ********************** Storage Unit Ex-BarPnd Ex-WGPnd PONDl POND2 POND3 POND4 Average Volume 1000 ft3 3.262 o. 712 1173.837 46S.433 430.S61 140.262 *********************** Outfall Loading Summary *********************** Outfall Node OF -S300 Flow Freq. Pent. 97.94 2.37 0 .11 68 .00 68.00 68.00 Avg E&I Pent Pent Full Loss 1 1 S6 S3 42 S3 Avg . Flow CFS 39.70 0 0 0 0 0 0 Max . Flow CFS 4S4.9S 1. 02S 1. 017 S .710 S.216 0 .000 Maximum Volume 1000 ft3 S9 .380 19 .S66 1607 .732 627 .668 S42.833 168 .861 Total Volume 10 A6 gal S2.S22 ----------------------------------------------------------- System 97 .94 39.70 4S4.9S S2.S22 ******************** Link Flow Summary ******************** 6.47S 1. 983 S.290 6.784 0 .000 Max Pent Full 21 30 76 72 S2 64 Time of Max Occurrence days hr:min 0 13 :1S 0 12 :30 0 12 :4S 0 13 :31 0 12 :43 0 12 :30 ----------------------------------------------------------------------------- Maximum Time of Max Maximum Max/ Max/ I Flow I Occurrence IVelocl Full Full Link Type CFS days hr :min ft/sec Flow Depth ----------------------------------------------------------------------------- 1 CHANNEL 4S4 .9S 0 13 :22 6 .97 0.08 o.ss 2 CHANNEL 4S4.96 0 13 :22 4. 62 0.64 o.ss 3a CHANNEL 4S4.98 0 13 :21 3 . 71 0.31 o.ss 2Sl4-C CONDUIT 4SS.02 0 13 :21 3.S9 0.27 0 .88 2S14-over CHANNEL 0.00 0 00 :00 0.00 0.00 0.00 3b CHANNEL 4SS .08 0 13:2 1 6.87 0.43 0.49 4 CHANNEL 4SS.12 0 13 :2 1 6 .4S 0.01 0.49 SA CHANNEL 4SS.1S 0 13 :2 1 3.23 0.02 0 .34 RR-Cl CONDUIT 4SS.17 0 13 :21 3.41 0.27 O.S4 RR-OVER CHAN NEL 0 .00 0 00:00 0.00 0.00 0.00 SB CHANN EL 4SS.18 0 13 :21 3 .34 0.02 0.33 6 CHANNEL 4SS .2S 0 13 :20 s. 46 0.00 0.33 7A CHANNEL 4SS .31 0 13 :20 3 .98 0.01 0.34 ow-c CONDU IT 4SS .38 0 13 :20 16.87 1. 48 1. 00 OW -OVER CHANNEL 0 .00 0 00:00 0.00 0.00 0.00 7B CHANNEL 4SS.79 0 13:19 4.13 0.02 0 .40 8 CHANN EL 423.21 0 13 :1S 6 .31 o.os 0 .43 9 CHANN EL 24S.37 0 13:17 0.64 0.01 0.47 10 CHANNEL 241.61 0 13 :16 1. SS 0.01 0 .4 S 11 CHANN EL 240 .13 0 13 :16 2 .0S 0.01 0.42 SWMM 5 -Prop Interim 1 2 Yea r Maximum Outflow CFS 16.24 39.38 218.80 21.78 93.60 24.94 Pa ge 28 I ._. 12w CHANNEL 4.44 0 1 2 :47 0.66 0 .00 0 .35 12m CHANNEL 194 .98 0 13 :06 2.30 0.05 0 .57 12e CHANNEL 51 .37 0 13 :39 1. 06 0 .00 0 .30 13w CHANNEL 0 .48 0 12 :51 0.65 0 .00 0 .09 13m CHANNEL 197 .19 0 13 :03 2.60 0 .02 0.41 13e CHANNEL 52 .09 0 12 :55 3 .22 0 .00 0.18 14Aw CHANNEL 0.47 0 12 :52 0.33 0 .00 0.06 14Am CHANNEL 198.23 0 13 :02 9 .54 0 .03 0.52 14Ae CHANNEL 52.20 0 12 :55 5 .26 0 .01 0.19 Cain-Cw CONDUIT 15.46 0 12 :30 4 .79 1. 24 0 .55 CAIN-Cm CONDUIT 116.06 0 12 :49 8 .21 1.13 1. 00 Cain-Ce CONDUIT 52.23 0 13 :01 8 .60 1. 82 0 .82 CAIN -OVER CHANNEL 40.20 0 13 :03 1. 68 0.01 0 .07 14Bw CHANNEL 2 1 7 .82 0 12:30 4 .56 0 .06 0 .50 14Bm CHANNEL 81.10 0 12 :26 1.23 0.01 0 .82 14Be CHANNEL 64.74 0 12: 26 1. 43 0 .00 0 .49 lSw CHANNEL 224.83 0 12:30 2 . 72 0 .03 0 .54 lSm CHANNEL 36. 72 0 12:29 0 . 47 0 .00 0 .63 lSe CHANNEL 70.99 0 12:27 2 .5 4 0 .01 0 .49 16w CHANNEL 191. 52 0 12 :42 4 .98 0.05 0 .41 16m CHANNEL 0 .00 0 00 :00 0 .00 0.00 0 .35 16e CHANNEL 62 . 72 0 12 :29 1. 70 0 .00 0 .36 17w CHANNEL 164.31 0 12 :45 3 . 72 0.02 0.30 POND1 -conx2 CONDUIT 91. 38 0 13 :27 8.06 0 .22 0.89 PONDl-conx CONDUIT 133.44 0 12 :23 7 .62 0.21 0.94 Deacon-C CONDUIT 129 .96 0 12 :30 6 .04 0 .56 0.68 C-C2 CHANNEL 122 .57 0 12 :31 4 . 68 0 .16 0.44 Travis -C CONDUIT 122.90 0 12 :31 5 .18 0 .74 0 .77 C-Cl CHANNEL 123 .89 0 12 :30 3 .32 0 .21 0 .48 B-B2 CHANNEL 117.53 0 12 :30 3 .09 0 .14 0 .51 B-Bl CHANNEL 97.19 0 12 :30 4 .06 0 .11 0 .37 Capps -C CONDUIT 97.78 0 12 :30 6 .97 0 .45 0 .49 SecA-A CHANNEL 94.23 0 12:30 1. 63 0 . 46 0 .69 P2 CONDUIT 0 .00 0 00:00 0 .00 0 .00 0 .50 Pl CONDUIT 16 .24 0 13:21 5 .17 0 .93 1. 00 R-A4 CON DUIT 251 .01 0 12:37 1. 47 0.08 0 .55 EQ-6800w CONDUIT 0.00 0 00 :00 0 .00 0.00 0 .00 EQ -6800e CONDUIT 0.00 0 00 :00 0.00 0.00 0 .00 EQ-6896w CONDUIT 0.00 0 00:00 0 .00 0.00 0 .00 EQ -6896e CONDUIT 0.00 0 00:00 0 .00 0.00 0 .00 EQ -DS -Cainw CONDUIT 67.28 0 12 :30 1. 62 0.01 0 .07 EQ -DS-Caine CONDUIT 6.15 0 13:13 0.82 0.00 0 .01 EQ -US -CainW CONDUIT 200.59 0 12:30 3.10 0.03 0 .32 EQ-US-Caine CONDUIT so. 96 0 12 :33 1.20 0 .01 0 .32 EQ -6983w CONDUIT 0.00 0 00 :00 0 .00 0.00 0 .00 EQ-6983e CONDUIT 8.55 0 13:39 0.18 0.00 0 .15 EQ-7229w CONDUIT 0 .00 0 00:00 0.00 0.00 0 .00 EQ -7229e CONDUIT 0 .00 0 00:00 0.00 0.00 0 .00 EQ-743lw CONDUIT 0.00 0 00 :00 0 .00 0.00 0 .00 EQ-743le CONDUIT 0 .00 0 00 :00 0 .00 0.00 0 .00 Pl .2-a CONDUIT 242.17 0 00:00 20 .89 0 .43 1. 00 Pl.2-b CONDUIT 39.20 0 12:42 2 .89 1. 32 0 .92 Pl.2 -c CONDUIT 40 .35 0 12:42 4.95 0.11 0 .77 P-l .3A CONDUIT 90.19 0 12:31 3.59 5 .53 1. 00 P -1. 3B CONDUIT 90.19 0 12:31 3.59 9.93 1. 00 P-1. 3C CONDUIT 90.19 0 12:3 1 3 .59 9 .42 1. 00 P3.4 -a CONDUIT 0.00 0 00:00 0 .00 0 .00 0 .13 P3 .4 -b CONDUIT 0.00 0 00 :00 0.00 0 .00 0 .00 P3 .4-c CONDUIT 0.00 0 00 :00 0.00 0.00 0 .00 Regl ORIFICE 16.24 0 13 :21 1. 00 WG-Weir WEIR 39.38 0 12 :31 0 .50 P l-Brk-Weir WEIR 0.00 0 00 :00 0 .00 Capps -OV WEIR 0.00 0 00 :00 0 .00 WPl . STAGEl WEIR 133.28 0 12:41 1. 00 WP1 .STAGE2 WEIR 31.13 0 12:45 0.27 WP3A WEIR 93.60 0 12:34 0.24 WP4a WEIR 24.92 0 12:31 1. 00 WP4b WEIR 0.03 0 12:30 0 .00 WP 1 -STAGE3 WEIR 0.00 0 00 :00 0 .00 W3bl WEIR 0.00 0 00 :00 0 .00 WPl -EMERG WEIR 0 .00 0 00:00 0 .00 *************************** Flow Classification Summary SWMM 5 -Prop Interim 1 2 Year Page 29 *************************** ----------------------------------------------------------------------------------------- Adjusted Fraction of Time in Fl ow Class Avg . Avg . /Actual Up Down Sub Sup Up Down Froude Flow Conduit Length Dry Dry Dry Crit Crit Crit Cr it Number Change ----------------------------------------------------------------------------------------- 1 1. 00 0 .02 0 .00 0.00 0.96 0.02 0.00 0 .00 O.S7 0.0000 2 1. 00 0 .02 0 .00 0.00 0 .98 0 .00 0.00 0 .00 0 .33 0.0000 3a 1. 00 0 .0 1 0 .00 0 .00 0 .98 0.00 0.00 0 .00 0 .26 0 .0000 2Sl4 -C 1. 00 0 .01 0 .00 0.00 0.99 0 .00 0 .00 0 .00 0 .07 0 .0000 2Sl4 -over 1. 00 1. 00 0 .00 0.00 0 .00 0 .00 0.00 0 .00 0.00 0.0000 3b 1. 00 0 .0 1 0 .00 0.00 0.24 0.7S 0 .00 0 .00 1. 67 0.0000 4 1. 00 0 .01 0 .00 0.00 0 .92 0 .06 0.00 0 .00 0 .78 0.0000 SA 1. 00 0 .0 1 0 .00 0.00 0 .99 0 .00 0 .00 0 .00 0 .09 0.0000 RR-Cl 1. 00 0 .0 1 0 .00 0 .00 0 .99 0.00 0 .00 0 .00 0.2S 0.0000 RR-OVER 1. 00 1. 00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .0000 SB 1. 00 0 .0 1 0 .00 0 .00 0 .99 0 .00 0 .00 0 .00 0 .27 0 .0000 6 1. 00 0 .01 0 .00 0 .00 0 .99 0 .00 0 .00 0 .00 o.ss 0 .0000 7A 1. 00 0 .0 1 0 .00 0 .00 0 .99 0 .00 0 .00 0 .00 0 .36 0.0000 ow -c 1. 00 0 .0 1 0 .00 0 .00 0.98 0.02 0 .00 0 .00 O.S9 0 .0001 OW -OVER 1. 00 1. 00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0.00 0 .0000 7B 1. 00 0 .01 0 .00 0 .00 0.99 0 .00 0 .00 0 .00 0.38 0.0000 8 1. 00 0 .01 0 .00 0 .00 0 .99 0 .00 0.00 0 .00 0 .36 0.0000 9 1. 00 0 .01 0 .01 0 .00 0 .97 0 .00 0.00 0 .00 0 .04 0.0000 10 1. 00 0 .02 0 .00 0 .00 0 .97 0 .01 0 .00 0 .00 O.lS 0.0000 11 1. 00 0 .01 0 .00 0 .00 0 .98 0.01 0.00 0 .00 0 .21 0 .0000 12w 1. 00 0 .01 0 .00 0 .00 0.98 0 .01 0 .00 0 .00 0 .1 2 0.0000 1 2m 1. 00 0 .01 0 .01 0 .00 0.98 0 .00 0.00 0 .00 0 .24 0.0000 1 2e 1. 00 0 .01 0.00 0 .00 0.98 0.01 0.00 0 .00 o.os 0.0000 13w 1. 00 0 .0 1 0 .00 0 .00 0.99 0.00 0.00 0 .00 0 .26 0.0000 13m 1. 00 0 .02 0 .00 0 .00 0 .98 0 .00 0 .00 0 .00 0 .31 0 .0000 13e 1. 00 0 .01 0.00 0 .00 0 .98 0 .00 0 .00 0 .00 O.S3 0.0000 14Aw 1. 00 0 .01 0.00 0 .00 0.99 0 .00 0 .00 0 .00 0 .04 0.0000 14Am 1. 00 0 .02 0 .00 0 .00 0.48 o.so 0 .00 0 .00 1. 01 0.0001 14Ae 1. 00 0 .0 1 0 .00 0 .00 0 .9 7 0 .01 0.00 0 .00 O.S2 0 .0000 Cain-Cw 1. 00 0 .0 1 0.00 0 .00 0 .8S O.lS 0 .00 0 .00 O.S8 0.0000 CA I N-Cm 1. 00 0 .02 0 .38 0 .00 0.60 0 .00 0 .0 0 0 .00 0 .09 0 .0001 Cain-Ce 1. 00 0 .01 0.07 0 .00 0.92 0 .00 0 .00 0 .00 0.22 0.0000 CAIN-OVER 1. 00 0 .96 0.00 0 .00 0 .00 0.00 0.00 0 .04 0 .02 0 .0000 14Bw 1. 00 0 .0 1 0 .00 0.00 0 .99 0 .00 0 .0 0 0 .00 0 .1 3 0.0000 14Bm 1. 00 0 .1 0 0 .03 0 .00 0.62 0 .24 0 .0 0 0 .00 1. 07 0.0000 14Be 1. 00 0 .01 0 .00 0 .00 O.Sl 0 .49 0 .00 0 .00 1. 86 0.0000 lSw 1. 00 0 .0 1 0 .00 0 .00 0.99 0.00 0 .00 0 .00 0 .31 0.0000 l Sm 1. 00 0 .1 3 0 .04 0.00 0 .83 0 .00 0 .00 0 .00 0 .09 0.0000 l Se 1. 00 0 .01 0 .00 0.00 0 .99 0 .00 0 .0 0 0 .00 0.49 0 .0000 1 6w 1. 00 0 .00 0 .00 0 .00 1. 00 0 .00 0 .0 0 0 .00 0 .44 0.0000 16m 1. 00 0 .17 0 .83 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .0000 16e 1. 00 0 .01 0.00 0 .00 0.99 0 .00 0 .00 0 .00 0.34 0.0000 17w 1. 00 0 .00 0.00 0 .00 0.99 0.01 0 .0 0 0 .00 0.26 0 .0000 POND1-c onx2 1. 00 0 .00 0 .00 0 .00 1. 00 0 .00 0 .00 0.00 0.23 0.0002 PONDl-conx 1. 00 0 .00 0 .0 0 0 .00 1. 00 0.00 0 .0 0 0.00 0 .14 0.0004 Deacon-C 1. 00 0 .01 0 .00 0 .00 0.49 0 .00 0 .0 0 O.Sl 0.39 0.0004 C-C2 1. 00 0 .01 0 .0 1 0 .00 0.99 0.00 0 .00 0 .00 0.22 0.0000 Travis-C 1. 00 0 .0 1 0 .0 0 0 .00 0.99 0 .00 0 .00 0 .00 0 .50 0.0000 C-Cl 1. 00 0 .01 0 .00 0 .00 0.99 0.00 0 .00 0 .00 0 .1 9 0 .0000 B-B2 1. 00 0 .01 0 .00 0 .00 0.99 0 .00 0 .00 0 .00 0 .1 7 0 .0000 B-Bl 1. 00 0 .01 0 .00 0 .00 0.99 0 .00 0 .00 0 .00 0 .27 0.0000 Capps-C 1. 00 0 .01 0 .00 0 .00 O.S4 0. 46 0.00 0 .00 0 .73 0 .0000 SecA-A 1. 00 0 .01 0 .00 0.00 0.99 0 .00 0.00 0 .00 0 .05 0.0000 P2 1. 00 0 .01 0 .99 0 .00 0.00 0.00 0 .00 0.00 0 .00 0.0000 Pl 1. 00 0 .01 0 .1 0 0 .00 0.89 0.00 0 .00 0 .00 0 .12 0.0000 R-A4 1. 00 0 .01 0 .00 0 .00 0.99 0.00 0 .00 0.00 0 .02 0 .0000 EQ -6800w 1. 00 1. 00 0 .00 0 .00 0.00 0.00 0.00 0 .00 0 .00 0.0000 EQ -6800e 1. 00 1. 00 0 .00 0 .00 0.00 0.00 0.00 0.00 0.00 0 .0000 EQ-6896w 1. 00 1. 00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .0000 EQ-6 896e 1. 00 1. 00 0 .00 0 .00 0.00 0 .00 0 .00 0 .00 0 .00 0 .0000 EQ -DS -Cainw 1. 00 0 .0 1 0.0 1 0 .00 0.0 0 0.00 0 .98 0 .00 0 .19 0.0000 EQ -DS-Caine 1. 00 0 .98 0.00 0 .00 0.00 0 .00 0 .00 0 .02 0 .02 0.0000 EQ-U S -CainW 1. 00 0 .71 0 .00 0 .00 0.05 0.00 0 .00 0 .23 0 .20 0.0000 EQ-US-Caine 1. 00 0 .94 0 .00 0 .00 0.06 0.00 0 .00 0.00 0 .01 0 .0000 EQ-6 983w 1. 00 1. 00 0 .00 0 .00 0.00 0 .00 0.00 0 .00 0 .00 0.0000 EQ-6983e 1. 00 0 .9S 0 .00 0.00 0.04 0 .00 0.00 0 .00 0 .00 0.0000 EQ-7229w 1. 00 1. 00 0 .00 0 .00 0.00 0.00 0 .00 0 .00 0.00 0.0000 EQ-7229e 1. 00 1. 00 0 .00 0 .00 0.00 0 .00 0 .00 0 .00 0.00 0.0000 SWMM 5 -Prop Interim 1 2 Year Page 30 EQ-7431w 1. 00 1. 00 0 .00 0 .00 0 .00 EQ-7431e 1. 00 1. 00 0 .00 0 .00 0 .00 Pl.2-a 1. 00 0 .00 0 .00 0 .00 1. 00 Pl.2-b 1. 00 0.00 0.00 0 .00 1. 00 Pl.2 -c 1. 00 0.0 1 0 .00 0 .00 0.43 P-1.3A 1. 00 0.00 0 .00 0.00 1. 00 P-1. 3B 1. 00 0.00 0 .00 0 .00 1. 00 P-1. 3C 1. 00 0 .00 0 .00 0 .00 1. 00 P3 .4-a 1. 00 0.94 0 .06 0 .00 0 .00 P3.4-b 1. 00 1. 00 0 .00 0 .00 0 .00 P3.4-c 1. 00 1. 00 0 .00 0.00 0.00 ************************* Conduit Surcharge Surrunary ************************* Conduit ---------Hours Full -------- Both Ends Upstream Dnstream ow-c 2 .33 2 .33 2 .33 Cain-Cw 0 .01 0.01 0 .01 CAIN-Cm 2 .12 2.12 2 .12 Cain-Ce 0 .01 0 .01 0 .01 Deacon-C 0 .01 0.01 0 .01 Travis-C 0 .01 0 .01 0 .01 Capps-C 0 .01 0 .01 0.01 Pl 2 .37 2 .37 2 .37 Pl.2-a 0 .11 0 .11 0 .11 Pl.2-b 0 .01 0 .01 0 .01 P-1. 3A 68 .00 68 .00 68 .00 P-1. 3B 68 .00 68.00 68 .00 P-1. 3C 68.00 68 .00 68 .00 Analysis begun on : Wed Jan 14 14:25:37 2015 Analysis ended on : Wed Jan 14 14 :26 :14 2015 Total elapsed time : 00 :00 :37 SWMM 5 -Prop Interim 1 2 Year 0 .00 0 .00 0.00 0 .00 0 .00 0 .00 0.00 0 .00 0.08 0.02 0.00 0 .00 0.00 0 .00 0.00 0 .00 0.00 0 .00 0.00 0 .00 0.00 0 .00 Hours Above Full Normal Flow 6.24 1. 43 4.69 2.86 0.56 0.99 0.37 0.01 0.01 1. 30 6.64 11. 85 11. 36 0 .00 0.00 0.00 0.00 0.46 0.00 0.00 0.00 0.00 0.00 0 .00 Hours Capacity Limited 2 .17 0 .01 2 .12 0 .01 0 .01 0 .01 0 .01 0 .01 0 .01 0 .01 8 .99 9 .83 10 .44 0.00 0.0000 0.00 0.0000 0 .07 0 .0012 0.08 0. 0011 1. 49 0.0001 0 .00 0.0005 0.00 0.0009 0.00 0.0008 0 .00 0.0000 0.00 0 .0000 0.00 0 .0000 Page 31 - EPA STORM WATER MANAGEMENT MODEL -VERSION 5 .0 (Build 5 .0 .022) ********************************************************* NOTE : The summary statistics displayed in this report are based on results f ound at every computational time step, not just on results fr om each reporting time step . ********************************************************* **************** Analysis Options **************** Flow Units ............... CFS Process Models: Rainfal l /Runoff ........ YES Snowmel t . . . . . . . . . . . . . . . NO Groundwater ............ NO Flow Routing ........... YES Ponding Allowed ........ YES Water Quality .......... NO Infiltration Method ...... CURVE NUMBER Flow Routing Method ...... DYNWAVE Starting Date ............ JAN-01-2011 00:00 :00 Ending Date .............. JAN-03-2011 20:00 :00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 00 :00:01 Wet Time Step ............ 00 :01 :00 Dry Time Step ............ 01 :00 :00 Routing Time Step ........ 1.00 sec WARNING 04 : minimum elevation drop used for Conduit 2 WARNING 04 : minimum elevation drop used for Conduit 3a WARNING 04 : minimum elevation drop used for Conduit 2514-over WARNING 05 : minimum slope used for Conduit 2514-over WARNING 04 : minimum elevation drop used for Conduit 3b WARNING 04 : minimum elevation drop used for Conduit RR-OVER WARNING 04 : minimum elevation drop used for Conduit OW -OVER WARNING 04 : minimum elevation drop used for Conduit CAIN-OVER WARNING 04 : minimum elevation drop used for Conduit P-1. 3A WARNING 04: minimum elevation drop used for Conduit P-1. 3B WARNING 05: minimum slope used for Conduit P -1. 3B WARNING 04 : minimum elevation drop used for Conduit P-l.3C WARNING 02 : maximum depth increased for Node Pl -BarPnd -01 WARNING 02 : maximum depth increased for Node MH-1 -3A ************* Element Count ************* Number of rain gages ...... 1 Number of subcatchments ... 35 Number of nodes ........... 67 Number of links ........... 91 Number of pollutants ...... 0 Number of land uses ....... 0 **************** Raingage Summary **************** S WMM 5 -Prop In terim 110 Year Page 1 Data Recording Name Data Source Type Interval ------------------------------------------------------------- Gage 10-Yr CUMULATIVE 30 min . ******************** Subcatchment Summary ******************** Name Area Width %Imperv %Slope Rain Gage Outlet ------------------------------------------------------------------------------------------------------- Al 13.51 5884 .96 79 .0 0 1.0000 Gage Jl A2 1 1.22 977 .49 0 .00 1. 0000 Gage Jl A3 13.56 1968 .91 25.00 1.1000 Gage Ex-BarPnd A4 15.32 1906 .68 13 .00 2 .0000 Gage Ex-BarPnd Bl 19 .42 8459 .35 43.00 2.0000 Gage Ex -WGPnd Cl 13 . 72 11952 . 90 47 .0 0 1.0000 Gage 743le C2 2 .18 47 4 8 .04 0.00 2 .0000 Gage 743le C3 6 .74 4697 .51 0 .00 2.0000 Gage 743le Dl 3 .69 32 1 4 .73 78.00 1.0000 Gage OF-Site El 2 .59 376.07 0 .0 0 2 .0000 Gage PONDl E2 13.56 1968 .91 1. 00 1.5000 Gage POND3 E3 3 .91 567.73 0 .00 1.5000 Gage POND3 E4 26.93 39 1 0 .24 8 .00 0 .7000 Gage POND3 Fl 31.03 6758 .33 6 .00 0 .5000 Gage 7229w F2 4.51 3929 .00 60 .00 0 .5000 Gage 7229e F3 34 .49 751 1. 92 1 1. 00 1. 2000 Gage DS-CAINw F4 104 .37 15154 .52 0 .00 1 .0000 Gage J -B2 FS 117. 08 34000 .00 9 .00 1. 4000 Gage J -B2 F6 75 .73 16493.99 24 .00 1 .0000 Gage 5800 Gl 7 .16 7797 .00 16 .00 1 .0000 Gage 743le Pl 1. 53 1332 .94 67 .00 2 .0000 Gage USCapps P2 9 .11 661 3 .86 62 .00 2 .0000 Gage J2 P3 3 .63 2635 .38 42 .00 2.0000 Gage J3 P4 4 .27 3 1 00 .02 58 .00 2 .0000 Gage US Deacon PS 11. 67 3765 .52 70 .00 2 .0000 Gage PONDl P6 15 . 76 11442 .00 72 .00 2 .0000 Gage PONDl P7 16.93 6145 .59 52 .00 2.0000 Gage POND3 PS 26 . 05 15129 .84 37 .00 2.0000 Gage POND3 P9 9 .44 5874 .38 92 .00 2.0000 Gage PONDl P l O 2.58 22476 .96 98 .00 2 .0000 Gage POND2 Pll 1. 33 926 . 96 75 .00 2 .0000 Gage MH -l-2A Pl2 3 .25 2831.40 91 .00 2.0000 Gage OF -Site Pl3 13 .51 5117 .35 56 .00 2 .0000 Gage POND4 Pl4 6 .24 5436 .29 59 .00 2.0000 Gage OF -Site Pl5 2 .83 2465 .00 98 .00 5 .0000 Gage POND3 ************ Node Summary ************ Invert Max . Ponded External Name Type Elev . Depth Area Inflow ------------------------------------------------------------------------------ 5400 JU NCTION 280.95 10.05 0 .0 5431 JUNCTION 280.95 10.18 0.0 DS -2514 JUNC TI ON 280 .95 12 .44 0.0 US -2514 JUNCTION 281.82 11. 57 0 .0 5646 JUNCTION 281.82 10.18 0.0 5667 JUNCTION 282.10 13.41 0 .0 OS -RR JUNCTION 282.35 13 .41 0.0 US-RR JUNCTION 282.46 13.41 0 .0 5714 JUNCTION 282 .59 13.41 0 .0 5750 JUNCTION 283.19 1 2 .81 0 .0 OS -OW JUNCT I ON 283 .26 12.09 0 .0 us -ow JUNCTION 283 .84 12.09 0.0 5800 JUNCTION 283 .91 12.09 0 .0 6000 JUNCTION 283 .95 12.05 0.0 6200 JUN CTION 284 .49 11. 51 0.0 6400 JUNCT I ON 285.03 10 .97 0 .0 6600 JUNCTION 285.56 10.44 0.0 6800w JUNCTION 289 .00 7.00 0 .0 6800m JUNCTION 286.10 9 .65 0 .0 6800e JU NCT I ON 288 .00 9.80 0 .0 6896w JUNCTION 289.80 8.10 0.0 SWMM 5 -Prop Interim 110 Year Pa ge 2 ' - 6896m JUNCTION 286 .4 0 11. 4S 0.0 6896e JUNCTION 288 .10 9.70 0.0 DS-CAINw JUNCTION 289 .8S 6 .10 0.0 DS-CAINm JUNCTION 286 .66 11 . 64 0 .0 OS-Caine JUNCTION 288 .1 3 9 .30 0 .0 US -CAINw JUNCTION 289.90 6 .10 0.0 US-CAI Nm JUNCTION 287 .Sl 10 .79 0 .0 US-Caine JU NCTION 288.32 9 .30 0.0 6983w JUNCTION 289 .9S 7.0S 0 .0 6983m JUNCTION 287.88 9 .07 0 .0 6983e JUNCTION 288 .SO 9 .30 0 .0 7229w JUNC TI ON 291.90 S .40 0 .1 7229m JUNCTION 289.79 7 .66 0 .0 7229e JUNCTION 289.80 7 .70 0 .0 OF-Site JUNCTION 292.70 9.83 0 .0 7431m JUNCTION 293.30 S.6S 0 .0 743le JUNCTION 291 .10 6.90 0 .0 OS-Deacon JUNCTION 294 .94 7.02 100 .0 USDeacon JUNCTION 29S .4S 6.SS 100.0 OS-Travis JUNCTION 29S .79 6.00 100 .0 US-Travis JUNCTION 29S.94 10.00 100 .0 J3 JUNCTION 296.69 6.00 0 .0 J2 JUNCTION 298.07 4 .80 0 .0 DSCapps JUNCTION 301. 37 S.67 0 .0 USCapps JUNCTION 301.S8 S .67 100.0 Jl JUN CTI ON 302.12 6 .00 100.0 J -B2 JUNC TI ON 301. so 7 .00 0.0 J -BP JUNCTION 30S.60 9 .SO 0.0 OF-PONDl JUNC TI ON 294.98 13 .SO 0 .1 Pl-BarPnd-01 JU NCT ION 306.00 9 .40 20 .0 MH-1-2A JUNCTION 29S.19 4 .81 1 6 .0 MH-l-2B JUNCTION 29S .OO 6 .00 16 .0 MH-1-3A JUNC T ION 289 .00 17 .00 200 .0 MH-1-3B JUNC TION 289 .00 lS .00 144 .0 MH-1-3C JUNCTION 289.00 16.00 144 .0 p3.4-1 JU NCTION 30 1. 00 17 .20 0 .0 P3.4-2 JUNC TION 297 .20 2 .SO 0 .0 P3.4-3 JUNC TION 296.32 2 .00 0 .0 PLUG JUNCTION 600.00 0.00 0 .0 OF-S300 OUT FAL L 280.63 10 .0S 0 .0 Ex -BarPnd STORAGE 30S .60 9.40 0 .0 Ex-WGPnd STORAGE 304.37 3.70 0 .0 PONDl STORAGE 287 .00 13.SO 0 .0 POND2 STORAGE 289.00 11. 40 0 .0 POND3 STORAGE 287 .00 17 .00 0 .0 POND4 STORAGE 288.00 10 .00 0 .0 ************ Link Sununary ************ Name From Node To Node Type Length %Slope Roughness ------------------------------------------------------------------------------------------ 1 S400 OF -S300 CONDUIT 100.0 0.3200 0 .0200 2 S431 S400 CONDU IT 31. 0 0 .0032 0 .0200 3a DS-2S14 S431 CONDUIT 26 . 0 0 .0038 0 .0200 2S14 -C US-2S14 DS -2S14 COND UIT 174.0 o.sooo 0 .0130 2S14 -over US-2Sl4 DS -2S14 CONDUIT 1 74 .0 0 .0010 0 .0130 3b S646 US-2S14 CONDU IT so.o 0 .0020 0 .0200 4 S667 S646 CONDUIT 21. 0 1.333S 0 .0200 SA DS-RR S667 CONDUIT 30.0 1.2168 0.0400 RR-Cl US-RR DS -RR CONDUIT 12.0 0 .9167 0 .0400 RR -OVER US-RR DS -RR CONDUIT 12.0 0 .0083 0 .0200 SB S714 US-RR CONDUIT lS .O l.26S4 0 .0400 6 S7SO S714 CONDUIT 36 .0 2 .1 338 0 .0400 7A DS-OW S7SO CONDU IT 30 .0 0.2333 0 .0400 ow-c us-ow DS -OW CONDU IT 40.0 1. 4S02 0 . 0130 OW-OVER us-ow DS-OW CONDUIT 40.0 0 .002S 0.0130 7B S800 us-ow CONDUIT so.o 0 .1 400 0.0400 8 6000 S800 CONDU IT 200.0 0 .0 200 0.0400 9 6200 6000 CONDUIT 200.0 0 .4806 0.0400 10 6400 6200 CONDUIT 200.0 0 .3429 0 .0400 11 6600 6400 CONDUIT 200.0 0 .26SO 0 .0400 12w 6800w 6600 CONDU IT 316 .0 1. 0887 0 .0300 12m 6800m 6600 CONDUIT 199.0 0.2714 0 .0300 SWMM 5 -Prop Interim 110 Year Page3 12e 6800e 6600 CONDUIT 490 .0 0.4980 0 .0300 13w 6896w 6800w CONDUIT 426 . 0 0 .1878 0 .0300 13m 6896m 6800m CONDUIT 96 .0 0 .3125 0.0300 13e 6896e 6800e CONDUIT 30 .0 0 .3333 0 .0300 14Aw DS -CA I Nw 6896w CONDUIT 27 .0 0.1852 0 .0300 14Am DS-CAINm 6896m CONDUIT 30 .0 0.8667 0 .0300 14Ae OS -Caine 6896e CONDUIT 30 .0 0.1000 0.0300 Cain -Cw US -CAINw DS-CAINw CONDUIT 50.0 0 .1000 0.0220 CAIN-Cm US -CAINm DS-CAINm CONDUIT 50 .0 1 .7002 0.0220 Cain-Ce US-Caine OS-Caine CONDUIT 36 .0 0 .5278 0.0220 CAIN -OVER US -CA I Nm DS-CAINm CONDUIT 50 .0 0 .0020 0.0130 14Bw 6983w US -CAINw CONDUIT 30 .0 0 .1667 0 .0300 14Bm 6983m US-CAI Nm CONDUIT 30.0 1 .2334 0.0300 14Be 6983e US-Caine CONDUIT 32 .0 0 . 5625 0 .0300 15w 7229w 6983w CONDUIT 182 .0 1. 0715 0 .0300 15m 7229m 6983m CONDUIT 223 .0 0 .8565 0 .0300 15e 7229e 6983e CONDUIT 221 .0 0 .5882 0 .0300 16w OF -Site 7229w CONDUIT 273 .0 0 .2930 0 .0300 16m 743lm 7229m CONDUIT 202 .0 4 .3307 0 .0300 16e 743le 7229e CONDUIT 177 .0 0 .7345 0 .0300 17w OF -PONDl OF-Site CONDUIT 484 .0 0 .4711 0 .0300 POND1-conx2 OS -Deacon PONDl CONDUIT 70 .0 8 .5164 0 .0130 PONDl -conx OS-Deacon PONDl CONDUIT 70 .0 8.5164 0 .0120 Deacon-C USDeacon OS-Deacon CONDUIT 68 .0 0 .2941 0 . 0130 C-C2 OS-Travis USDeacon CONDUIT 110 .0 0.3400 0 .0300 Travis -C US-Travis OS -Travis CONDUIT 50 .0 0.3000 0.0130 C-Cl J3 US-Travis CONDUIT 400 .0 0.2063 0 .0300 B-B2 J2 J3 CONDUIT 275 .0 0.5370 0 .0300 B-Bl DSCapps J2 CONDUIT 625 .0 0.5650 0 .0300 Capps-C USCapps DSCapps CONDUIT 47 .0 0.4468 0 .0120 SecA-A Jl USCapps CONDUIT 115 .0 0.5447 0.3000 P2 Pl -BarPnd-01 Jl CONDUIT 580 .0 0.6690 0.0130 Pl J-BP Jl CONDUIT 580 .0 0.6000 0.0130 R-A4 J -B2 6000 CONDUIT 3500 .0 0.5014 0 .0500 EQ-6800w 6800w 6800m CONDUIT 30 .0 0 .1667 0 .0100 EQ-6800e 6800e 6800m CONDUIT 30 .0 0 .1667 0 .0100 EQ-6896w 6896w 6896m CONDUIT 30 .0 0.1667 0 .0100 EQ-6896e 6896e 6896m CONDUIT 30 .0 0 .1667 0 .0100 EQ-DS -Cainw DS -CAINm DS-CAINw CONDUIT 30.0 0 .1667 0 .0100 EQ-DS -Caine OS-Caine DS-CAINm CONDUIT 30 .0 0 .1667 0.0100 EQ-US-CainW US-CAINw US-CAINm CONDUIT 30 .0 0.1667 0 .0100 EQ-US -Caine US -Cai ne US-CAI Nm CONDUIT 30 .0 0.1667 0 .0100 EQ-6983w 6983w 6983m CONDUIT 30 .0 0.1667 0 .0100 EQ-6983e 6983m 6983e CONDUIT 30 .0 0.1667 0 .0100 EQ-7229w 7229w 7229m CONDUIT 30 .0 0.1667 0 .0100 EQ-7229e 7229e 7229m CONDUIT 30.0 0.1667 0 .0100 EQ-743lw OF -Site 743lm CONDUIT 30 .0 0.1667 0 .0100 EQ-743le 743le 743lm CONDUIT 30 .0 0.1667 0.0100 Pl.2-a MH -l -2B PONDl CONDUIT 34 .0 17. 9284 0. 0130 Pl. 2-b MH -l -2A MH-l-2B CONDUIT 382 .0 0 .0497 0 . 0130 Pl.2-c POND2 MH-l-2A CONDUIT 6.0 7.8575 0.0130 P-l.3A MH -l -3A MH-l-3B CONDUIT 31. 0 0.0032 0.0130 P-l.3B MH -l -3B MH-l-3C CONDUIT 418.0 0.0010 0.0130 P-l .3C MH-l -3C PONDl CONDUIT 90.0 0.0011 0.0130 P3.4-a P3 .4-3 POND4 CONDUIT 45.0 2 .9346 0.0300 P3 .4 -b P3 .4-2 P3.4-3 CONDUIT 30 .0 2 .9346 0.0300 P3.4-c p3.4-l P3.4-2 CONDUIT 18.0 21. 5979 0.0500 Regl Ex -BarPnd J-BP ORI FI CE WG-Weir Ex -WGPnd Jl WEIR Pl-Erk-Weir Ex -BarPnd Pl-BarPnd-01 WEIR Capps -OV USCapps DSCapps WEIR WPl.STAGEl PONDl OF-PONDl WE I R WP 1 .STAGE2 PONDl OF-PONDl WEIR WP3A POND3 MH-l-3A WE I R WP4a POND4 OF-Site WEIR WP4b POND4 OF-Site WEIR WP1-STAGE3 PONDl OF-PONDl WEIR W3bl POND3 p3.4-l WEIR WPl -EMERG PONDl OF-PONDl WEIR ********************* Cross Section Sununary ********************* Full Full Hyd . Max. No . of Full SWMM 5 -Prop Interim 1 10 Yea r Pag e4 Condui t Shap e Depth Ar ea Rad . Width Barrels Flow --------------------------------------------------------------------------------------- 1 S400 10 .0S 1 409 .78 0 .9 4 873 .00 1 S672 . 66 2 S43 1 1 0 .0S 1 S2S .98 1.1 7 947 .00 1 714 .94 3a S6 4 6 10 .18 2S89 .24 1. 36 lOlS.00 1 146S .1 3 2Sl4 -C REC T CLOSED 6 .00 48 .00 1. 71 8 .00 3 SSS. 72 2Sl4 -over 2Sl4=ovERFLOW 1. 49 8 S 8 .82 0 .84 lOlS .00 1 276 .97 3b S646 10 .18 2S89 .24 1. 36 lOlS.00 1 10S6 .S2 4 S667 9 .90 3189 .8S 1. 4S 1 338 .00 1 34994 .02 SA S71 4 13 .41 361 6 .00 2 .46 1474 .00 1 223 41 .11 RR-Cl RECT CLOS ED 8 .33 122 .87 2 .66 14.7S 2 839 .38 RR-OVER RR -OV ER o.so 38 1. so 0 .26 1474.00 1 104 .81 SB S714 13 .41 36 1 6 .00 2 .4 6 1474.00 1 22783 .62 6 S7SO 12 .81 11160 . 6S 3.3 4 2333.00 1 119683 .27 7A S800 12 .09 9649 .48 2.80 2260 .00 1 34433 .1 2 ow-c RECT CLOSED 3.00 9 .00 0.7S 3 .00 3 102 .27 OW-OVER OW-OV ER 2 .00 lSOS .00 1.11 13S2. 00 1 92 1.41 7B S800 12 .09 96 4 9 .48 2 .80 2260.00 1 26671 . 76 8 6000 1 2 .0S 77S6 .SS 2.87 1 872 .00 1 822S .77 9 6200 11 . Sl 7606 .7 7 4 .1 2 1 880.00 1 3772S .1 0 1 0 6400 10 .97 7404 .84 3 .19 1 746.00 1 30966 .30 11 6600 10 .44 7087 .74 2 .69 1 900 .00 1 26239 .30 1 2w 6800w 7 .00 279 1 .96 2.07 111 4. 00 1 23466 .67 1 2m 6800m 6 .90 888 .1 4 2.47 443 .00 1 4182 .9S 1 2e 6800e 9 .80 2679 .70 4 .47 438 .00 1 2S427 .S9 13w 6896w 6 .20 909 .90 1. 33 6SS .70 1 23S7 .66 1 3m 6896m 8.SO 2080.3 4 2 . 60 702 .40 1 10879 .S8 1 3e 6896e 9 .70 26S0.1 3 4 .3S 429 .00 1 2019S .6S 1 4Aw 6983w 6 .10 1430 .70 1. S2 707.00 1 403S .28 14Am 6983m 6 .39 92 4 .44 1. 6S 386 .00 1 S9Sl.77 14Ae 6983 e 9.30 2417 .40 4.22 409.00 1 9888.S6 Cai n -Cw CIRCU LAR 3 .00 7 .07 0 .7S 3.00 1 12 . 4 6 CAIN -Cm CIRCU LAR 3 .00 7 .07 0.7S 3 .00 2 S l. 39 Cain -Ce CIRCU LA R 3 .00 7 .07 0 .7S 3.00 1 28 .63 CAIN -OVER CA IN-OV ER S .80 6284 .29 3.62 1 728 .90 1 7S71 .03 1 4 Bw 6983w 6 .1 0 1 430 .70 1. S2 707 .00 1 3828 .20 14 Bm 6983m 6 .39 924 .4 4 1. 6S 386 .00 1 7100 .17 1 4Be 6983e 9 .30 24 1 7 .40 4 .22 4 09.00 1 234S2 .9S l Sw 7229w 4 .SO 11 S2 . S2 1. 38 734 .00 1 734 1. 32 l Sm 7229m 6 .Sl 1 2S8 .S7 2 .26 4 S9 .00 1 9940 .S8 l Se 7229e 7 .70 1 44S .OO 3.04 3S8 .00 1 11S30 . 34 1 6w 743lw S .4 0 11 76 .39 1. S3 S99.60 1 4183 .21 1 6m 743lm 4 .SO 1102 . 2S 2 .18 6SO.OO 1 12100 .S9 1 6e 743le 6 .90 1497 .82 3.27 3 4 8.00 1 1400S . 96 1 7 w PropSecD-D 8 .SO 1 0S9 .07 S.02 208 .30 1 10S60 .80 POND1-conx2 CIRCU LAR 4 .00 12 .S 7 1. 00 4.00 1 419 .19 PONDl -conx CIRCU LAR 3 .SO 9 .62 0.88 3.SO 2 318 .08 Deacon-C CIRCU LA R 4 .00 12 .S7 1. 00 4.00 3 77 .90 C-C2 Propsecc -c 6 .00 1S3 .2 1 2.39 43.00 1 7S4 .SO Travis-C CIRCU LA R 3 .SO 9 .62 0 .88 3 .SO 3 SS .11 C-Cl PropSecC-C 6 .00 1S3 .2 1 2.39 43.00 1 S87 .64 B-B2 PropSecB-B 4 .80 197 .33 1. 40 1 3S.20 1 864 .61 B-B l PropSecB-B 4 .80 197 .33 1. 40 1 3S .20 1 886 .88 Capp s -C CIRCU LA R 3 .SO 9 .62 0.88 3 .SO 3 72 . 86 Se cA-A P r opSecA-A 4.00 121 .17 11. 29 SS.20 1 207 .00 P2 CIRCU LA R 3 .00 7 .07 0.7S 3.00 1 S4 .SS Pl CI RCULAR 2 .00 3.14 o.so 2.00 1 17 .S2 R-A4 TRAPEZO IDA L 7 .00 S9S .OO 3 .82 lSS.00 1 3060 .7S EQ-6800w RECT OPEN 4 .00 800.00 3 .8S 200 .00 1 11913 .83 EQ-6800e RECT OP EN 3 .00 600.00 2.91 200 .00 1 7423 .6S EQ-6896w RECT OP EN 3 .00 600.00 2 .91 200.00 1 7423 .6S EQ-6896e RECT OP EN 3 .00 600 .00 2.91 200.00 1 7423 .6S EQ-DS-Cainw RECT OP EN 3 .00 600 .00 2.91 2 0 0.00 1 7423 .6S EQ-DS-Caine RECT OP EN 3 .00 600 .00 2 .91 200.00 1 7423 .6S EQ -U S -CainW RECT OP EN 3 .00 600 .00 2.9 1 200 .00 1 7423 .6S EQ-US -Caine RECT OPEN 3 .00 600 .00 2.91 200 .00 1 7423 .6S EQ -6983w RECT OP EN 3.00 600 .00 2.91 200 .00 1 7423 .6S EQ-6983e RECT OPEN 3 .00 600 .00 2.91 200.00 1 7423 .6S EQ-7229w REC T OP EN 3 .00 600 .00 2.91 200.00 1 7423 .6S EQ-7229e RECT-OP EN 3.00 600 .00 2.91 2 0 0.00 1 7423 .6S EQ-743lw RECT OP EN 3 .00 600 .00 2 .91 200.00 1 7423 .6S EQ-743le RECT OPEN 3 .00 600 .00 2.91 200.00 1 7423 .6S Pl .2 -a CIRCULAR 3 .00 7.07 0.7S 3 .00 2 282 .4 1 P l.2 -b CIRCULAR 3 .00 7 .07 0 .7S 3 .00 2 14 .88 P l .2 -c CIRCU LAR 3 .00 7 .07 0 .7S 3 .00 2 186 .96 SWMM 5 -Prop Interim 1 10 Year Page 5 P-1. 3A CIRCU LAR 4 .00 12.57 1. 00 4 .00 2 8 .16 P-1. 3B CIRCU LAR 4 .00 12 .57 1. 00 4.00 2 4 .54 P-l .3C CIRCU LAR 4 .00 12 .57 1. 00 4 .00 2 4 .79 P3.4-a TRAP EZO I DAL 2 .00 60 .00 1. 49 40 .00 1 662.77 P3 .4-b REC T CLOSED 2 .00 12 .00 0 .75 6.00 2 84.05 P3 .4-c TRAPEZO I DAL 2 .50 93.75 1. 86 50 .00 1 1956 .02 **************** Transect Summary **************** Transect 2514-0VERFLOW Area : 0 .0014 0 .0055 0 . 0119 0.0190 0 . 02 67 0 .0351 0 .0440 0 .0536 0 .0637 0 .0745 0.0858 0 .0978 0 . 1104 0.1235 0 .1373 0 .1517 0 .1667 0 .1823 0 .1985 0 .21 5 2 0.23 2 6 0 .2506 0 .2693 0 .2885 0 .3083 0.3287 0 .3497 0 . 3714 0 .3936 0 .41 64 0 .4399 0 .4639 0.4886 0 .5 1 38 0 .5397 0.5661 0 .5932 0 .6209 0 .6491 0 .6780 0 .7075 0 .7376 0.7683 0.7996 0 .83 1 5 0 .8640 0 .8971 0 .9308 0 .9651 1 .0000 Hrad : 0.0176 0 .0352 0 .0613 0 .0901 0 .11 72 0 .1430 0 .1677 0.1916 0 .2 14 7 0 . 2372 0.2592 0 .2808 0 .3020 0 .3229 0 .3435 0 .3639 0 .3840 0 .4040 0 .4238 0 .44 34 0 . 4629 0 .4822 0 .5015 0 .5206 0 .5397 0 .5587 0 .5776 0.5964 0 .6152 0 .6339 0 .6525 0 . 6711 0 .6896 0 .70 81 0 . 7266 0.7450 0 . 7 634 0.7818 0 .8001 0 .8 1 84 0.8366 0 .8549 0.873 1 0 .89 1 3 0 .9094 0.9276 0.9457 0 .9638 0 .98 1 9 1.000 0 Width : 0 .07 7 8 0 .1556 0 .1939 0 . 2110 0.2282 0.2453 0 . 2625 0 .2796 0 .2968 0 .3 1 39 0. 3311 0 .3482 0 .3654 0 .3825 0 .3997 0 .4 1 69 0 .4340 0 .4512 0 .4683 0 .48 5 5 0.5026 0 .5 1 98 0.5369 0 .554 1 0 .5 7 12 0.5884 0 .6055 0 .6227 0 .6398 0 .6570 0.6741 0 .69 1 3 0 .7084 0 . 7256 0 .7 427 0 .7599 0 .7770 0 .7942 0 .8 11 3 0 .8285 0 .8456 0 .8628 0 .8799 0 . 8971 0 .9 1 42 0 .9314 0 .9485 0 .965 7 0 .9828 1 .00 0 0 Transect 5400 Ar ea : 0.0001 0.0002 0 .0005 0 .0008 0 .0013 0 .0019 0 .0025 0 .0033 0 .0042 0 .0052 0 .0063 0 .0074 0 .0087 0.0 1 01 0.0 11 6 0.0132 0 .0150 0 .0169 0.0 1 89 0 . 0 2 11 0 .0235 0 .0259 0 .0286 0. 0313 0.03 42 0.0385 0 .0459 0 .0566 0.0705 0.0 8 77 0 .1071 0.1275 0 .1488 0 .1711 0.1942 0 .2188 0 .2457 0 .2749 0.3063 0 .3 4 00 0.3765 0 .4166 0 . 4 603 0.5075 0.5582 0 .6177 0.6916 0 .7799 0 .8828 1 .0000 Hrad : 0.0934 0 .1868 0 .2801 0.3735 0 .4669 0.5603 0.6537 0 .7470 0 .8404 0 .9338 1. 0272 1.1206 1. 2140 1. 3073 1.40 07 1.4722 1. 5435 1. 6186 1. 6968 1 .7775 1. 8603 1. 944 9 2 .0310 2 .11 83 2 .2067 2 .2778 2 .15 42 1. 9475 1.74 04 1. 5 6 61 1.4659 1.4182 1. 3995 1. 3988 1 .4097 1. 4035 1. 4009 1. 4023 1. 4070 1.4 1 45 1. 4082 1.4041 1.4024 1.4032 1. 40 63 1.2389 1.1406 1 .0760 1.0311 1 .0000 Width : 0.0008 0 .0017 0 .0025 0 .0033 0.0 04 2 0 .0050 0 .0058 0 .0066 0.0075 0 .0083 0 .0091 0 .0100 0 .0108 0 . 0116 0 .0 125 SWMM 5 -Prop Interim 110 Year Page6 0 . 0136 0 .0147 0 .0159 0. 0170 0.0182 0 .0 1 93 0 .0205 0 .02 1 6 0.0228 0.0239 0 .0468 0 .0729 0 .0989 0 .1249 0 .1509 0 .1 60 1 0 .1 675 0 .1749 0 .1822 0 .1896 0.2070 0 .2252 0 .2434 0 .2615 0.2797 0 .3078 0 .3363 0 .3649 0 .3934 0.4220 0 .5358 0 .6 51 9 0 .7679 0 .8840 1. 0000 Transect 5431 Ar ea : 0 .0001 0.0003 0 .0007 0 . 0013 0.0021 0 .0030 0 .0040 0 .0053 0 .0067 0.0082 0 .0100 0 . 0 11 9 0 . 0139 0 .0162 0 .0186 0 . 0211 0 .0237 0 .0265 0 .0293 0 .0323 0 .0354 0 .0386 0 .0419 0 .0454 0.0490 0 .0536 0 .0606 0 .0700 0 .0818 0 .0961 0 .1120 0 .1284 0 .1 4 5 3 0.1 628 0 .1808 0 . 20 11 0 .2260 0 .2 55 4 0 .2895 0.3282 0 .3704 0 .4 1 46 0.4 6 1 0 0.5094 0.5600 0.6186 0 .6919 0 .7799 0 .8826 1 .0000 Hr a d: 0 .0815 0.1 629 0 .2444 0 .3258 0.4073 0 .4888 0.5702 0 .65 1 7 0 .733 1 0 .8146 0 .8960 0 .9775 1 .0590 1.1404 1.2219 1.3226 1 .4251 1 .5253 1. 6235 1. 7200 1. 8053 1. 8886 1. 9715 2 .05 41 2 .1365 2 .1 382 2 .0 436 1 .9053 1.7590 1.6247 1. 5544 1 .5208 1 .5085 1. 510 4 1. 5223 1.5478 1. 5429 1. 5188 1. 4853 1. 44 90 1. 42 60 1.41 44 1. 41 08 1. 4 1 31 1. 4199 1. 2705 1.1714 1. 0988 1.0431 1. 0000 Wi dth: 0 .0013 0 .0026 0 .0040 0 .0053 0 .0066 0 .0079 0 .0093 0 .0106 0. 0119 0.0132 0 .0145 0 .0159 0 . 0172 0.0 1 85 0.0198 0 .0208 0 .0216 0 .0225 0 .0233 0.0242 0 .0252 0 .0263 0 .0273 0.0284 0.029 4 0 .0465 0 .0658 0.0851 0.1044 0.1237 0 .1295 0 .1 337 0 .1380 0.1422 0.1465 0 .1810 0 .2 1 79 0 .2 54 8 0.29 17 0.328 7 0 .3465 0 .3632 0 .3800 0.3968 0. 4135 0 .5288 0 .6466 0 .76 44 0.8822 1 .0000 Tr ansect 5646 Ar ea : 0 .0001 0 .0002 0 .0005 0 .0009 0.0015 0 .0021 0 .0029 0 .0038 0 .0048 0.00 5 9 0 . 0071 0 .0086 0 .0 1 03 0.012 1 0 .0141 0 .0162 0 .0 1 84 0 .0206 0 .0229 0 .0252 0 .0276 0 .0302 0 .0330 0.0359 0.0390 0 .0422 0 .04 5 7 0 .050 1 0.056 1 0.0638 0 .0736 0 .0 876 0 .1 058 0 .1282 0.1549 0 .1855 0 .2 1 9 1 0 .2556 0.295 1 0.3376 0 .3838 0 .4354 0 .4 925 0.5550 0. 6230 0 .6948 0 .7685 0 .8439 0 .92 11 1. 0000 Hrad : 0 .0716 0 .1432 0 .2148 0 .2864 0.3580 0 .4296 0 .5 012 0 . 5728 0 .6444 0. 7160 0 .7518 0 .7960 0 .8464 0 . 90 11 0.9770 1 .0905 1.2013 1 .3094 1 .4150 1.5185 1. 5642 1. 6049 1.649 1 1. 6962 1.7459 1 .7977 1.8575 1. 9356 1. 9405 1. 8975 1. 8200 1 . 67 66 1. 5145 1.3658 1.2417 1 .1 392 1 .0704 1. 0255 0.9966 0.9788 0 .9551 0 .9358 0 .9220 0 .9126 0.9070 0.9159 0 .9317 0 .95 1 6 0.9746 1.0000 Wi d th : 0.0015 0.0029 0 .0044 0.0059 0.0 074 0 .0088 0 .0 1 03 0 . 0 11 8 0.0133 0.0147 0 .0 1 7 1 0 .0 1 95 0 .0219 0 .0243 0. 02 61 0 .0268 0.0275 0 .0282 0 .0288 0.0295 0 .03 1 4 0 .0335 0 .0355 0 .0376 0.0397 0 .0418 0.0454 0 .0656 0 .0859 0.1061 0 .1478 0 .20 1 1 0.2545 0 . 3079 0 .3612 0 .4025 0.4394 0 .4763 0 .5132 0.5501 SWMM 5 -Prop Interim 1 10 Year Page 7 0.6128 0.6810 0 .7492 0.8174 0 .8856 0. 9117 0.9338 0 .9559 0 .9779 1. 0000 Transect 5667 Area: 0.0000 0 .0002 0 .0004 0 .0006 0.0010 0.0014 0 .0019 0 .0025 0 .0032 0.0039 0.0047 0 .0056 0 .0066 0 .0077 0 .0088 0 .0100 0 . 0113 0 .0127 0 .0145 0.0164 0 .0185 0 .0206 0 .0228 0 .0253 0.0281 0.0314 0.0352 0.0394 0 .0441 0 .0494 0.0568 0 .0673 0 .0808 0 .0974 0.1169 0.1390 0.1636 0 .1904 0 .2 1 96 0.2542 0.3179 0.3844 0 .4538 0 .5261 0 .6012 0.6783 0 .7568 0 .8365 0 .9176 1 .0000 Hrad: 0.0648 0 .1296 0 .1943 0 .2591 0 .3239 0.3887 0.4534 0 .5182 0 .5830 0 .6478 0 .7125 0.7773 0.8421 0 .9069 0 . 9716 1. 0364 1.1012 1 .0338 1.0092 1. 0857 1 . 1611 1. 2356 1. 3066 1. 2596 1 .2268 1 . 1871 1 .1727 1 .1757 1.1910 1 .2142 1 .1947 1 .1357 1 .0665 1. 0027 0 .9464 0. 8911 0 .8593 0 .8435 0.8390 0 .7174 0 . 7101 0.7216 0 .7431 0.7703 0 . 8011 0.8366 0 .8752 0 .9156 0.9574 1 .0000 Width: 0.0009 0 .0019 0 .0028 0.0038 0 .0047 0.0056 0 .0066 0 .0075 0.0085 0 .0094 0.0103 0 . 0113 0 .0122 0.0132 0.0141 0.0150 0 .0160 0 .0194 0 .0227 0 .0239 0.0251 0 .0263 0 .0276 0 .0319 0.0366 0.0423 0 .0481 0 .0539 0 .0597 0.0716 0.1080 0 .1444 0 .1808 0 .2172 0.2524 0 .2808 0 .3093 0 .3377 0 .3661 0.7494 0.7839 0 .8183 0 .8528 0 .8873 0.9208 0. 9367 0 .9525 0. 9683 0 .9842 1.0000 Transect 5714 Area : 0 .0022 0 .0045 0 .0067 0 .0089 0.0111 0 .0134 0 .0156 0. 0178 0 .0200 0 .0223 0.0245 0.0267 0 .0289 0 .0312 0 .0335 0.0359 0 .0385 0. 0411 0 .0438 0.0467 0.0496 0 .0525 0.0555 0 .0585 0.0616 0.0647 0 .0679 0 . 0712 0 .0745 0 .0780 0 .0815 0 .0852 0.0892 0 .0934 0 .0979 0.1042 0 .1143 0.1282 0 .1462 0 .1733 0.2122 0 .2630 0.3255 0 .3987 0.4826 0. 5772 0 .6800 0.7849 0.8916 1 .0000 Hrad : 0 .1067 0.2098 0.3093 0.4055 0 .4986 0.5887 0 .6759 0 .7603 0.8422 0 .9216 0.9986 1. 0733 1.1430 1.2023 1. 2450 1. 2881 1. 3318 1. 3759 1.4204 1 .4652 1.5277 1. 5931 1. 6576 1. 7206 1.7762 1.8313 1. 8861 1. 9338 1.9705 2 .0079 2 .0458 2 .0331 2.0010 1. 9785 1 .9639 2 .0043 1 .9675 1.8777 1.7571 1 .5593 1 .3503 1.1745 1. 0467 0. 9711 0.9259 0 .9006 0 .9028 0.9259 0. 9596 1.0000 Width: 0 .0204 0 .0204 0 .0204 0.0204 0.0204 0 .0204 0 .0204 0 .0204 0.0204 0 .0204 0 .0204 0 .0204 0 .0205 0 .0209 0.0218 0 .0227 0 .0236 0 .0245 0 .0254 0.0263 0 . 0268 0 . 0271 0 .0275 0.0279 0.0284 0 .0290 0 .0295 0 .0302 0. 0311 0.0320 0 .0329 0 .0349 0 .0374 0 .0400 0.0425 0 .0748 0 .1 100 0 .1451 0 .1938 0.3020 0 .4103 0 .5186 0 .6218 0 .7189 0.8161 0 .9132 0 .9514 0 . 9676 0 .9838 1 .0000 Transect 5750 Area : SWMM 5 -Prop In terim 1 10 Yea r Pag e 8 0.0003 0 .0005 0 .0008 0 . 0011 0.0015 0.0018 0 .0022 0 .0026 0 .0030 0 .0035 0 .0039 0 .00 44 0 .0050 0 .0057 0 .0066 0 .0079 0 .0100 0 . 0130 0 .0 1 68 0.0220 0 .0288 0 .0373 0 .0474 0 .059 1 0 . 0726 0 .0878 0 .10 4 7 0 .1 228 0 .1419 0 .1 621 0 .1837 0 .2092 0 .2388 0 .2726 0 .3 1 00 0.3 4 87 0 .3884 0 .4292 0 .47 11 0.5140 0 .5579 0 .6028 0 .6488 0 .6 958 0 .7 4 40 0.7932 0 .8435 0 .8948 0 .9 4 69 1 .0000 Hrad : 0.0729 0 .1397 0 .20 1 8 0 .2600 0.3 1 41 0 .3599 0 .4040 0 .4467 0 .4 882 0.5288 0. 5 68 6 0 .6077 0 .5 560 0.5006 0.4833 0 .4969 0 .4733 0 .4432 0 .4241 0 .4 1 26 0 .3989 0.3904 0 .3878 0 .3897 0.3959 0 .4053 0 .4 1 97 0 .4 40 4 0 .4 638 0 .4888 0 .4890 0.4 7 46 0 .4 686 0.4682 0.4896 0 .5232 0. 5572 0 . 5913 0 .6259 0.6608 0 .6955 0 .7301 0 .7633 0 .7959 0.8283 0 .8605 0 .8954 0 .9305 0 .9653 1. 0000 Width: 0 .0050 0 .0053 0 .0056 0 .0059 0.0063 0 .0067 0 . 0072 0 .0076 0 .0081 0 .0086 0 .0090 0 .0095 0 . 0 11 8 0 .01 53 0 .0 1 85 0 .0317 0 .0474 0 .0631 0.0821 0 .1124 0 .1426 0 .1 728 0.2036 0.2358 0.2680 0 .3002 0.3272 0 .3 4 71 0 .3670 0.3869 0 .4366 0 .5144 0 .5921 0.6699 0.7122 0 .7322 0.7 522 0 . 7722 0.7 9 1 4 0 .8 1 03 0 .8291 0 .8480 0 .8683 0.8889 0 .9095 0 .9301 0 .9478 0 .9652 0.9826 1 .0000 Transect 5800 Area: 0 .0003 0 .0006 0 .0010 0.0 01 5 0.0020 0 .0025 0.003 1 0 .0038 0 .0045 0 .0052 0 .0060 0.0068 0 .0077 0.0086 0 .0096 0 .0107 0 .012 1 0 .0 1 71 0 .0226 0 .0287 0 .0353 0.0423 0 .0 4 99 0 .0580 0 .0666 0 .0765 0.089 4 0 .1 053 0.1 2 4 3 0.1 4 62 0 .1712 0.1 992 0 .2302 0 . 2639 0 .299 4 0 .3362 0 .3745 0 .4 143 0.45 56 0.4983 0 .5425 0.588 1 0 .6351 0.6 8 3 4 0.7329 0 .7838 0.8359 0 .8893 0 .9 4 40 1 .0000 Hrad: 0 .0789 0 .1477 0 .2099 0 .2676 0 .3222 0 .3745 0.4249 0 .4 740 0 .5220 0 .5692 0 .6156 0 .66 1 4 0 .7067 0 .7 51 6 0 .796 1 0.8403 0 .8395 0 .5688 0 .4 71 0 0.4358 0 .4286 0 .4360 0 .4 516 0 . 4722 0 .4960 0.5095 0.5 1 24 0. 5 11 6 0 .5 1 03 0.5 1 04 0 .5125 0 .5170 0 .5236 0 .54 1 4 0 .5682 0.5957 0 .6237 0.65 1 9 0 .6802 0 .7085 0 .7367 0. 7 654 0.7952 0 .82 4 9 0.8545 0 .8839 0 .9132 0 .9423 0 . 9 71 2 1 .0 000 Wi dth : 0.0057 0 .0066 0 .0075 0 .0083 0 .0092 0 .0100 0 .0109 0 . 0118 0 .0 1 26 0. 0135 0 .0 1 44 0.0152 0 .0 1 6 1 0 .0 1 70 0. 0 17 8 0 .0187 0 .0844 0 .093 4 0 .1 024 0 .11 14 0 .1203 0.1293 0 .1383 0 .1473 0.1563 0 .2013 0 .2545 0 .3077 0 .3610 0.4 1 42 0 .4674 0.5207 0 .5739 0 .6 1 22 0.638 1 0 .6639 0 .6898 0 .7156 0 .7414 0.7673 0 .7931 0 .818 1 0 .8409 0 .8636 0.8863 0 .9091 0.9318 0 .9545 0.9773 1.0000 Transect 6000 Area : 0 .0000 0 .0001 0 .0002 0.0003 0.0005 0 .0007 0 .0010 0 .0013 0 .0016 0.0020 0 .0025 0 .0029 0 .0034 0.00 4 0 0 .0046 0 .0052 0 .0062 0.0090 0 .0 1 28 0 .0177 0.0235 0.0310 0.0407 0.0525 0.0666 SWMM 5 -Prop Interim 110 Year Page 9 0.0845 0 .1048 0 .1272 0 .1 517 0 .1783 0 .2067 0 .2370 0 .2692 0 .3030 0 .3377 0 .3734 0 .4100 0 .4474 0 .4855 0 .5242 0.5634 0 .6034 0 .6452 0 .6892 0 .735 6 0.7842 0.8350 0 .8879 0 .9429 1. 0000 Hrad: 0.0392 0 .0784 0 .1176 0 .1568 0 .1960 0 .2352 0 .2744 0 .3 1 36 0 .3528 0 .39 20 0 .4312 0 .4704 0 .5096 0 .5488 0 .5880 0. 6272 0.5411 0 .30 1 7 0 .2509 0 .2 47 3 0.2594 0 .2566 0 .2644 0 .2780 0 .2 9 53 0 .3189 0.3578 0.3929 0.4254 0 .45 74 0.4887 0.5191 0.5485 0 .5806 0 .6 1 52 0 .6501 0 .6851 0 . 7211 0 .7 587 0 .7965 0.8342 0 .8633 0.8740 0 . 8872 0 .9021 0 .9186 0.9381 0 .9582 0 .9789 1.0000 Width: 0 .0007 0. 0014 0.0021 0 .0028 0 .0035 0.0042 0 .0049 0.0056 0 .0063 0 .0070 0 .0077 0 .0084 0 .0 09 1 0 .00 98 0 .0105 0 . 0112 0 .0402 0 .0573 0.0744 0 .0916 0 .1096 0 .1475 0 .1 853 0.2232 0 .2 61 0 0 .3299 0 .3666 0 .4033 0 .44 00 0 .4730 0 .5048 0 .5366 0 .5684 0 .5904 0 .6057 0 .6210 0 .6363 0 .6494 0.6597 0 . 6700 0 .6803 0 .6992 0 .7382 0 .7 773 0 .8 1 64 0.8550 0 .8913 0 .9275 0.9638 1 .0000 Transect 6200 Area: 0.0001 0.0005 0 .00 1 2 0.0021 0 .0032 0 .0046 0 .0063 0 .0082 0 .0 104 0 .0128 0 .0155 0 .0185 0 .0217 0.0252 0 .0289 0.0332 0 .0382 0 .0438 0 .0500 0 .0567 0.0640 0 . 0718 0 .0803 0 .089 6 0 .1035 0 .1192 0 .1367 0 .15 61 0 .1775 0 .20 1 2 0.2273 0.2557 0 .2864 0 .3178 0.3497 0.3820 0 .4 14 6 0 .4476 0 . 4811 0 .514 9 0.5491 0 .5906 0 . 63 65 0 .68 39 0 .73 30 0.7836 0 .8356 0 .8890 0 .9438 1. 0000 Hr ad : 0 .0278 0 .0556 0 .0834 0 .1 112 0 .1390 0 .1668 0 .1946 0 .2224 0 .2502 0.2780 0.3058 0 .3336 0 . 3 614 0 .3892 0 .4 17 0 0 .4383 0 .4565 0 .47 39 0 .4 912 0 .5085 0 .5258 0 .5435 0 . 5 616 0 .5456 0 .5146 0 .4964 0 .4876 0.4856 0.5093 0.5375 0 .5623 0 .5849 0 .6099 0 .6427 0 . 6775 0.7135 0 .7503 0 .78 62 0 .8 228 0. 8596 0 . 8967 0 . 7964 0 .8205 0.8 448 0.869 1 0 .8942 0 .9205 0 .9 4 70 0 .9735 1. 0000 Width : 0.0045 0 .0090 0 .0 1 35 0 .0 18 0 0 .0226 0. 0271 0 .0316 0.0361 0.0 4 06 0 .0 451 0.0496 0 .0541 0.0586 0.0632 0 . 0677 0.0831 0 .0930 0 .1 029 0 .11 28 0 .1229 0 .1333 0 .1 437 0.1 54 1 0 .2276 0 .2599 0 .2923 0.3246 0 .3569 0 .3959 0 .4376 0 .4792 0.5208 0 .5494 0 .5564 0.563 4 0.5704 0 .5773 0 .5842 0 .5911 0.5979 0.6048 0 .7933 0 .8208 0 .8 482 0.8 7 56 0.9020 0 .9265 0 .9510 0 .9755 1.0000 Transect 6400 Are a: 0.0001 0 .0003 0 .0007 0 .00 1 2 0 .00 1 8 0 .0026 0 .0036 0 .0046 0 .0059 0 .0073 0.0088 0 .0105 0 .0123 0 .0142 0.0163 0.0186 0 .0210 0 .0235 0 . 02 62 0.0290 0 .0320 0 .0351 0 .0428 0 .0599 0 .0785 0.0987 0 .1 205 0 .14 36 0.1673 0.19 18 0.2169 0.2442 0 .2772 0.3 10 4 0.3439 0.3775 0.4117 0.4 4 71 0 .4839 0.5221 0.5621 0 .6077 0 .654 1 0 .7 0 14 0 .74 94 0.7982 0 .8477 0.8978 0 .9486 1.0000 SWMM 5 -Pr op Interim 1 10 Yea r Page 10 Hrad: 0 .0341 0 .0683 0 .1024 0 .1365 0 .1706 0 .2048 0.2389 0 .2730 0 . 3072 0 .34 1 3 0.3754 0.4095 0 .4437 0.4778 0 . 5119 0 .5461 0.5802 0 .6143 0 .6484 0 .6826 0 .7167 0.7508 0 .6851 0 .5573 0 .5085 0 .4920 0.4914 0 .5029 0 .5224 0 .5462 0. 5728 0 . 5 655 0 .5 887 0 .6166 0 .6476 0.6807 0.7001 0 .7150 0 .7323 0 .7515 0 .7098 0 .7405 0 .7713 0 .8023 0 .8334 0.8658 0 .8994 0 .9330 0 . 9665 1 .0000 Width : 0.0028 0 .0056 0 .0084 0 . 0 11 2 0 .0140 0 .0168 0 .0196 0 . 0225 0 .0253 0 .028 1 0.0309 0 .0337 0 .0365 0 .0393 0 .042 1 0 .0449 0.0477 0 .0505 0 .0533 0 .0561 0 .0589 0 .0617 0 .3147 0 .345 1 0 .3755 0.4059 0.4363 0 .4528 0 .4 657 0 .4785 0.4913 0 .6356 0 .6400 0 .6444 0 .6488 0.6532 0 .6722 0 .6982 0 . 72 4 2 0 .7502 0.8735 0 .8892 0 .9049 0 .9206 0 . 93 6 4 0.9502 0 .9627 0 .9751 0 .9876 1 .0000 Transect 6600 Area: 0.0001 0.0003 0 .0006 0 .00 1 0 0.0016 0.0023 0 .0031 0 . 0041 0 .0052 0.0064 0.0077 0. 0092 0.0108 0 .0 1 25 0.0 1 43 0.0163 0.0184 0.0206 0 .0230 0 .0255 0 .0281 0 .0320 0.0375 0 .04 4 6 0.0532 0 .0633 0.0791 0.0960 0 . 1137 0 .1322 0.1534 0 .1863 0.2 1 99 0 .254 1 0.289 1 0.3249 0.3625 0.4024 0 .44 4 5 0.4887 0 .5350 0 .5825 0. 63 11 0.6807 0 .7316 0 .7834 0.8362 0 .8899 0 .94 4 5 1 .0000 Hrad : 0 .0384 0.0768 0 .1153 0 .1537 0 .1921 0.2305 0.2689 0 .3074 0 .3458 0 .3842 0.4226 0 .4610 0 .4 995 0 .5379 0.5763 0 .6147 0.6531 0.69 1 6 0 .7300 0 .7684 0 .8068 0 .6963 0.5948 0.5359 0.5031 0. 4871 0. 4 627 0.4753 0.4954 0.5196 0.5384 0.5341 0 .5466 0.5677 0.5938 0.6163 0.6313 0 .6491 0.6688 0.6896 0. 7161 0.7466 0.7771 0.80 7 6 0.8381 0.8702 0 .9028 0 .9353 0. 9677 1. 0000 Width : 0.0023 0.0046 0 .0068 0. 0091 0.0114 0 .0137 0 .0159 0 .0182 0.0205 0 .0228 0.0250 0.0273 0 .0296 0.0319 0.0342 0 .0364 0 .0387 0 .0410 0.0433 0.0 4 55 0.0478 0.0861 0 .11 30 0 .1400 0 .1669 0 .1938 0 .2948 0 .3087 0 .3227 0 .3367 0.5809 0 .5934 0 .6060 0 .6 18 5 0 .63 10 0.6534 0.6926 0 .7318 0 . 7 711 0.8103 0.8383 0.8582 0.8780 0 .8978 0 .9177 0.9347 0.9510 0 . 967 4 0 .9837 1.0000 Transect 6800e Area : 0.0002 0 .0006 0 .0014 0.0025 0.0040 0.0057 0 .0078 0 .0102 0.0129 0.0159 0 .0197 0 .0253 0 .0326 0 .04 1 7 0.0526 0 .0652 0 .0797 0 .0959 0 .1138 0 .1336 0.1550 0.1777 0 .2016 0 .2267 0 .2528 0.2795 0 .3066 0 .3340 0 .36 1 9 0.3902 0 .4189 0 .4478 0 .4769 0 .5063 0.5358 0 .5655 0 .5954 0 .6256 0 .6559 0. 68 64 0. 7172 0.7480 0 .7791 0 .8 10 2 0.8415 0. 8729 0.9045 0 .9362 0 .9680 1 .0000 Hr ad : 0 .0216 0.0433 0 .0649 0 .0865 0.1082 0.1298 0 .151 4 0 .1 731 0 .1 947 0.2163 0 .2457 0.2585 0 . 2620 0 .2630 0.2645 0 .2674 0.2719 0 .2778 0 .2849 0.2930 SWMM 5 -Prop Interim 110 Year Pa ge 11 0 .3047 0.3196 0.3352 0.3509 0.3704 0.3938 0 .4176 0.4416 0 .4658 0.4900 0 .5146 0 .5398 0.5651 0 .5905 0 .6159 0.6414 0 .6668 0.6923 0.7177 0 .7431 0 .7685 0.7943 0.8202 0 .8460 0 .8718 0.8975 0 .9232 0 .9488 0 .9745 1 .0000 Width: 0.0099 0 .0199 0.0298 0 .0397 0 . 04 97 0 .0596 0 .0695 0.0795 0.0894 0 .0993 0.1455 0.2009 0.2564 0. 3118 0 .3673 0 .4227 0.4782 0.5336 0 .5890 0 .6445 0 .6892 0 . 7265 0.7639 0 .8012 0 .8259 0 .8386 0 .8514 0.8641 0. 87 68 0.8895 0 .8997 0.9060 0.9122 0 .9185 0.9247 0 .9310 0.9373 0 .9435 0.9498 0. 9561 0 . 9620 0 .9662 0.9704 0.9746 0.9789 0 .9831 0.9873 0 .9915 0 .9958 1.0000 Transect 6800m Area: 0 .0002 0.0008 0.0019 0.0033 0 .0052 0 .0075 0.0102 0. 0133 0.0168 0 .0207 0 .0251 0.0299 0 .0350 0 .0406 0 .0468 0 .0534 0.0607 0 .0685 0.0768 0 .0858 0 .0952 0.1053 0 .1159 0.1270 0 .1388 0 .1510 0 .1639 0.1773 0.1916 0 .2079 0.2261 0 .2462 0 .2683 0.2924 0 .3184 0.3463 0.3762 0.4081 0 .4419 0.4777 0 .5154 0.5550 0.5967 0 .6420 0 .6915 0 .7453 0 .8033 0.8656 0 .9319 1 .0000 Hrad : 0 .0277 0.0554 0 .0831 0 .1108 0 .1386 0 .1663 0.1940 0.2217 0.2494 0 . 2771 0 .3048 0.3325 0.3602 0.3857 0.4050 0 .4256 0 .4473 0.4698 0.4930 0.5168 0 .5410 0.5655 0.5905 0 .6 1 56 0. 64 11 0 .6667 0 .6925 0.7185 0.7633 0.8063 0 . 8411 0.8694 0.8924 0 . 9114 0.9274 0 .9411 0.9531 0 .9640 0 .9742 0.9839 0 .9933 1. 0027 1.0091 1. 0062 1.0025 0.9983 0.9940 0.9898 0.9909 1 .0000 Width: 0 .0060 0 .0120 0.0181 0.0241 0.0301 0.0361 0 .0422 0 .0482 0.0542 0 .0602 0.0663 0 . 0723 0.0783 0.0848 0 .0930 0 .1011 0.1092 0.1174 0.1255 0 .1337 0.1418 0.1499 0.1581 0.1662 0.1744 0.1825 0 .1906 0.1988 0 .22 1 9 0.2502 0 .2786 0.3069 0.3352 0.3636 0.3919 0 .4203 0.4486 0.4770 0.5053 0.5337 0 . 5620 0.5904 0.6270 0.6887 0.7505 0.8122 0.8740 0.9357 0.9791 1. 0000 Transect 6800w Area: 0.0000 0 .0002 0.0004 0.0006 0.0010 0 .0014 0.0020 0.0026 0 .0037 0 .0050 0 .0067 0.0087 0. 0110 0.0137 0 .0167 0 .0200 0.0237 0.0276 0.0320 0.0366 0.0416 0.0472 0.0551 0.0655 0.0782 0.0935 0 .1111 0 .1312 0 .1537 0.1780 0.2041 0.2319 0.2614 0 .2927 0.3256 0.3604 0.3966 0.4343 0.4735 0.5141 0.5561 0.5996 0.6446 0 .69 1 0 0.7389 0 .7882 0.8390 0.8912 0.9449 1.0000 Hrad: 0.0331 0.0662 0.0993 0.1324 0.1655 0.1986 0.2317 0 . 2062 0. 2064 0. 2211 0.2425 0.2676 0.2950 0.3237 0.3535 0.3840 0.4151 0.4465 0.4782 0.5102 0 .5424 0.5877 0.6155 0.6212 0.6163 0.6080 0.6002 0 .5947 0.5940 0.6003 0 .6101 0.6225 0.6366 0.6522 0.6689 0. 6871 0.7076 0. 7288 0 .7505 0. 7725 0.7948 0.8172 0.8398 0.8626 0.8854 S WMM 5 -Prop Interim 1 10 Yea r Page 12 0.9082 0. 9311 0 .9541 0 .9770 1.0000 Width: 0 .0014 0.0029 0.0043 0 .0057 0 .0071 0 .0086 0.0100 0 .0152 0 . 0211 0 .0270 0 .0330 0.0389 0 .0448 0 .0507 0.0566 0 .0625 0.0684 0 .0743 0 .0802 0 .0861 0 .0920 0 .1195 0 .1632 0 .2069 0.2506 0 .2943 0 .3380 0.3817 0 .4199 0.4510 0.4820 0.5131 0.5441 0.5752 0.6062 0.6358 0 .6618 0.6878 0. 7138 0 .7399 0.7659 0 .7919 0.8179 0.8439 0.8699 0.8959 0 .9220 0.9480 0.9740 1.0000 Transect 6896e Area : 0.0001 0.0005 0. 0011 0.0019 0 .0029 0.0042 0 .0058 0.0075 0.0095 0 . 0118 0.0154 0.0210 0.0284 0.0377 0 .0489 0.0620 0.0770 0.0939 0 .1127 0 .1334 0.1556 0 .1789 0.2033 0.2287 0.2550 0 .2817 0 .3088 0 .3363 0.3642 0 .3924 0. 4211 0 .4499 0.4790 0 .5083 0 .5378 0 .5676 0 .5975 0 .6277 0 .6581 0 .6888 0. 7196 0 .7505 0.7815 0 . 812 6 0 .8437 0.8748 0 .9060 0 .9373 0 . 9686 1.0000 Hrad: 0.0219 0 .0439 0.0658 0 .0878 0 .1097 0 .1316 0 .1536 0 .1755 0 .1975 0 .2228 0.2384 0 .2350 0.2289 0 .2252 0 .2250 0.2278 0 .2328 0 .2397 0 .2479 0 .2571 0 .2731 0 .2908 0 .3089 0 .3270 0 .3501 0.3750 0 .4000 0.4251 0.4502 0 .4752 0.5007 0 . 5264 0 .5522 0 .5780 0 .6038 0 . 62 95 0 .6552 0.6808 0 .7064 0.7319 0 .7576 0 .7844 0 . 8113 0 .8382 0.8652 0 .8921 0.9191 0 .9461 0.9730 1.0000 Width: 0 .0075 0.0150 0 .0225 0.0300 0.0375 0 .0450 0.0525 0 .0600 0.0675 0.0859 0 .1461 0.2064 0 .2666 0 .3269 0.3871 0 .4474 0.5077 0. 5679 0.6282 0.6884 0 .7251 0.7590 0 .7929 0.8268 0.8441 0 .8566 0.8690 0 .8814 0 .8939 0.9063 0 .9155 0.9226 0.9296 0.9366 0. 943 6 0.9506 0.9576 0. 9646 0 . 9716 0.9786 0.9842 0.9859 0.9877 0.9894 0.9912 0.9930 0.9947 0 .9965 0.9982 1 .0000 Transect 6896m Area: 0 .0001 0 .0006 0.0013 0.0024 0 .0037 0.0053 0 . 0072 0 .0094 0 .0120 0 .0 1 47 0. 0177 0.0209 0 .0242 0 .0278 0 .0315 0 .0354 0.0395 0.0438 0 .0483 0 .0530 0.0578 0 .0633 0 .0702 0 .0785 0 .0883 0.0995 0 .1122 0.1263 0 .1419 0 .1589 0 .1774 0 .1973 0.2187 0 .2427 0 .2704 0 .3015 0 .3363 0 .3746 0 .4157 0 .4592 0.5053 0 .5539 0 .6050 0 . 6587 0 .7147 0.7715 0.8284 0 .8855 0.9427 1.0000 Hrad : 0.0325 0 .0649 0.0974 0 .1299 0.1624 0.1948 0.2273 0.2598 0.2923 0.3314 0.3741 0.4156 0.4561 0.4958 0 .5347 0.5730 0.6107 0.6480 0 .6849 0 . 72 1 4 0 .7576 0.8085 0.8426 0.8603 0 .8671 0.8673 0.8640 0 .8595 0.8551 0 .8515 0 .8493 0.8486 0.8482 0.8318 0 .8 1 77 0 .8044 0.7924 0 .7861 0.7895 0.7951 0 .8026 0.8117 0.8221 0.8336 0 .8495 0 .8758 0.9044 0 .9349 0 .9669 1 .0000 Width : 0 .0051 0.0103 0.0154 0 .0206 0.0257 0 .0309 0.0360 0.0411 0 .0463 0 .0503 0 .0536 0.0568 0.0601 0.0633 0 .0666 SWMM 5 -Prop Interim 110 Year Pag e 13 0 .0698 0 .07 3 1 0 . 07 63 0. 0796 0.0828 0 .0861 0.1074 0.1327 0.1579 0.1831 0 .2084 0 .2336 0 .2588 0.2841 0.3093 0 .3346 0.3598 0. 3872 0.4497 0.5122 0.5747 0.6372 0.6932 0.7370 0 .7809 0 .8248 0.8686 0 .9 1 25 0.9564 0 .9880 0 .9904 0 .9928 0.9952 0.9976 1.0000 Tra nsect 6896w Area : 0 .0001 0 .0003 0.0008 0.0015 0 .002 4 0 .0036 0.0049 0.0065 0 .0084 0.0 1 0 4 0 .0127 0 .0152 0 .0 1 79 0.0208 0.02 4 0 0 .0274 0 .0310 0 .0349 0.0392 0.0439 0 .0492 0.0550 0.06 1 4 0.0682 0.0755 0 .0833 0 .0917 0.1005 0.1099 0.1197 0 .1301 0.1410 0 .1523 0 .164 3 0 .1796 0 .2000 0 .2255 0 . 2562 0.2920 0.3329 0 .3789 0.4298 0 .4853 0 .5 4 52 0.6097 0 .6787 0 .7523 0.8303 0.9129 1 .0 000 Hrad : 0.0457 0 .0871 0.1278 0.17 14 0.2161 0. 2613 0. 3067 0 .3523 0 .3980 0.4438 0. 4896 0.5355 0.58 1 3 0. 6272 0.6732 0. 7191 0.7650 0 .8223 0.9026 0.9701 1. 0277 1.0775 1.1213 1.1606 1.1964 1. 2296 1.2608 1. 2906 1. 3193 1.3472 1.3746 1. 4015 1. 4 282 1. 4355 1. 356 4 1.2919 1.2271 1.1 64 8 1.1087 1 .0607 1. 0214 0.9981 0.9829 0.9736 0.9693 0.9693 0. 9728 0.9794 0.9886 1.0000 Width: 0 .0019 0.0040 0.0065 0.0091 0.0 11 6 0 .0141 0.0166 0 .0 1 9 1 0 .0216 0.02 41 0 .0267 0.0292 0.03 1 7 0.0342 0.0367 0 .0392 0.04 1 8 0 .0 4 5 1 0.0508 0.056 4 0 .0621 0.0678 0 .0734 0.0791 0.08 4 8 0 .0905 0 .096 1 0 .1 0 1 8 0.1075 0 .1132 0 .1188 0.1245 0.1302 0.1425 0.1998 0 . 2572 0 .3145 0 . 3718 0.4291 0.486 4 0 .5438 0.5952 0.6458 0.6964 0 .7470 0 .7976 0 .8482 0 .8988 0.9494 1 .0000 Transect 6983e Ar ea : 0 .000 1 0.0002 0 .0005 0.0009 0.0013 0.0019 0 .0026 0.0034 0.00 4 3 0.0054 0 .0066 0 . 0079 0 .0093 0.0 1 08 0.0125 0.0143 0.0192 0 .0318 0.0530 0 .0809 0 .1098 0.1396 0.1695 0.1996 0.2296 0 .2598 0.2900 0.3202 0 .3505 0 .3809 0 .4113 0 .4417 0.4723 0.5029 0 .5335 0. 5 642 0 .5950 0 .6258 0 .6567 0.6877 0.7187 0 .7498 0.7809 0.8 1 20 0.8432 0 .8745 0 .90 58 0 . 9372 0.9686 1 .0000 Hrad : 0 .0211 0.0421 0 .0632 0.08 4 2 0.1053 0 .1263 0.1474 0 .1685 0.1865 0.2052 0 .2244 0.2440 0 .2639 0.284 1 0.3044 0 .3249 0.2774 0.1916 0 .0790 0.1050 0 .13 16 0 .1597 0.1899 0 .2202 0 .2507 0 .2 812 0.3116 0 .3421 0. 3725 0.4029 0 .4331 0 .4633 0.4934 0 .5234 0 .5535 0 .5834 0.6133 0 .6431 0 . 6729 0.7026 0.7325 0. 7625 0 .7923 0.8222 0 .8520 0.8817 0. 9113 0 .9409 0 .9705 1 .0000 Width: 0 .0034 0.0068 0 .0102 0.0136 0.0170 0.0204 0 .0238 0 . 0272 0.0312 0.0352 0.0393 0.0433 0.0474 0 .0514 0.0555 0.0595 0.2774 0 .5271 0.8690 0 .90 1 7 0.9343 0.9516 0 .9533 0 .9550 0 .9568 0.9585 0.9602 0 .9619 0 .9636 0 .9654 0. 9673 0 .9692 0 . 9712 0 .9731 0 .9750 0 .9 770 0 .9789 0 .9808 0.9828 0.9847 SWMM 5 -Prop Interim 1 10 Year Page 14 0.9864 0 .9879 0 .9894 0 .9909 0 . 9924 0.9939 0 .9955 0 .9970 0.9985 1 .0000 Transect 6983m Area: 0.0000 0 .0001 0 .0003 0 .0005 0 .0009 0 .0012 0 .0017 0 .0022 0 .0028 0 .003 4 0 .0041 0 .0049 0 .0057 0.0067 0 .0077 0 .0087 0 .0098 0 . 0110 0.0 1 24 0 .0 1 5 1 0 .0196 0 .0260 0 .0342 0 .04 4 2 0 .056 0 0 .0696 0 .0851 0 .1023 0.12 1 4 0.1423 0 .1650 0 .1896 0.2159 0 .24 4 1 0.2787 0.3181 0 .3600 0 .4042 0 .4504 0 . 4 97 3 0 .5448 0 .5929 0 .6416 0.69 1 0 0 .7409 0 .7915 0 .8427 0 .8945 0.9469 1 .0000 Hrad: 0 .0342 0 .0684 0 .1026 0.1368 0 .1711 0 .2053 0 .2395 0 .2737 0.3079 0.3421 0 .3763 0 .4105 0 .4448 0.4790 0.5132 0 .5474 0 .5816 0 .6158 0.65 41 0.6337 0 .5678 0 .5056 0 .4612 0.4338 0.4195 0 .4146 0 .4164 0 .4 231 0.4333 0.4462 0 .4611 0 .4777 0 .4954 0 .5 1 42 0. 4 643 0 .4839 0 .5046 0 .5260 0 .5595 0.5980 0 .6372 0 .6769 0 . 7170 0 .7572 0.7977 0 .8382 0 .8787 0 .9192 0. 9596 1 .0000 Width: 0 . 0013 0 .0025 0 .0038 0 .0051 0 .0064 0 .0076 0 .0089 0 .0102 0. 0115 0 .0127 0 .0140 0 .0153 0 .0166 0.0178 0.0191 0 .0204 0 .0217 0 .0229 0 .0340 0 .068 1 0 .1022 0 .1362 0 .1703 0.2044 0.238 4 0 . 2725 0 .3066 0 .3406 0 .3747 0.4088 0 .4428 0 .4769 0 . 5110 0.5451 0.7160 0 .7613 0 .8067 0 .852 1 0. 8725 0.8841 0 .8957 0 .9073 0 .9 1 89 0.9305 0 .942 1 0 .9536 0 .9652 0 .9768 0.9884 1.0000 T r ansect 6983w Area : 0 .0003 0 .0008 0.0014 0.0020 0 .0028 0 .0037 0 .0047 0 .0058 0.0070 0 .0082 0. 0096 0 . 0111 0 . 012 6 0.0143 0.0161 0 .0179 0 .0199 0 .0222 0.0256 0.030 1 0 .0356 0 .0422 0 .0499 0.0587 0 .0685 0 .0795 0 .0914 0.1045 0.1186 0.1338 0 .1501 0 .167 5 0 .1859 0.2125 0 . 2513 0.2916 0 .3332 0 .3762 0 .4205 0.4663 0 .5134 0 . 5620 0 . 6119 0.6632 0 .7159 0.7699 0 .8254 0.8822 0 .9404 1.0000 Hr ad : 0.0455 0 .1098 0 .1664 0 .2183 0.2673 0.3141 0 .3595 0.4038 0.4472 0 .4900 0.5323 0 .5742 0.6157 0 .6569 0.6979 0.7387 0 .7793 0 .8322 0.8487 0.838 4 0.8166 0 .7927 0 .77 1 4 0 .7546 0 .7428 0.7358 0.7331 0 .734 1 0.7382 0.7450 0 .7541 0 . 7651 0 .7777 0.6507 0 .6287 0.6256 0 .6340 0.6497 0 .6704 0.694 4 0. 7208 0 .7489 0 .7784 0.8087 0.8397 0.8712 0 .9031 0 .9353 0.9676 1.0000 Width: 0.0075 0 .0091 0 .0107 0 .0123 0.0139 0 .0155 0 . 0171 0 .0187 0 .0203 0 .0219 0.0235 0 .0251 0.0267 0.0283 0.0299 0.0315 0 .0331 0.0475 0.0653 0.0831 0.1009 0 .1187 0 .1365 0 .1543 0.1721 0.1899 0 .2077 0.2255 0.2433 0.2611 0.2789 0 . 2967 0 .3145 0.6328 0 .6557 0 .6787 0 .7016 0 .7246 0.7475 0. 7705 0.7934 0 .8164 0 .8393 0.8623 0.8852 0.9082 0.9311 0.9541 0.9770 1. 0000 Transect 7229e Area : SWMM 5 -Prop Interim 1 10 Year Page 15 0 .0001 0.0002 0 .0005 0 .0009 0 . 0014 0 .0020 0.0027 0 .0036 0.0045 0 .0056 0 .0068 0 .0081 0 .0095 0. 0110 0.0162 0 .0239 0 .0326 0 .0425 0.0534 0 .0654 0 .0785 0.0927 0 .1 080 0.12 4 3 0.1418 0 .1603 0 .1799 0 .2016 0 .2281 0 .2595 0 .2953 0 .3317 0 .3682 0.4047 0 .44 1 3 0 .4780 0 .5147 0 .5514 0.5882 0 . 6250 0 .6619 0.6990 0 .736 1 0 .773 4 0 .8109 0 .8484 0 .8861 0 .9240 0 .96 1 9 1 .0000 Hrad : 0 .0242 0 .0484 0 . 0725 0 .0967 0 .1209 0 .1451 0.1692 0 .1934 0 .2176 0 .2418 0.2659 0 .2901 0 .3143 0.3385 0 .1217 0 .1604 0 .1945 0 .2252 0 .2535 0 .2798 0 .3047 0.3284 0 . 3511 0.3731 0 .3944 0.4152 0.4355 0 .4341 0 .4301 0 .4283 0.4380 0 .4617 0 .4878 0 .5155 0 .5445 0.5743 0 .6049 0 .6359 0 .6674 0 .6993 0. 7290 0.7584 0 .7880 0 .8178 0.8479 0.8781 0 .9084 0 .9388 0 . 9694 1.0000 Width: 0 .0029 0 .0059 0 .0088 0 .0117 0.0 1 47 0 .0176 0.0205 0 .0235 0 . 02 64 0.0293 0 .0323 0 .0352 0 .0381 0 .04 11 0 .1866 0 .2151 0.2436 0 . 2721 0 .3006 0 .3291 0 .3575 0.3860 0 .4145 0.4430 0 .4715 0 .5000 0.5285 0. 6299 0 .7585 0 . 8871 0 .9545 0 .9558 0 .9571 0 .9584 0 .9597 0 .9610 0. 9623 0 .9636 0 .9649 0 .9661 0 .9690 0 . 9725 0 .9759 0 . 9794 0 .9828 0 .9862 0 .9897 0 .9931 0 . 9966 1 .0000 Transect 7229m Area: 0 .0001 0.0004 0 .0008 0 .0015 0 .0023 0 .0033 0 .0046 0 .0059 0 .0075 0 .0093 0 . 0112 0.0134 0 .0157 0 .0182 0 .0209 0.0238 0 .0269 0 .0310 0 .0369 0 .0446 0.0541 0.0654 0 .0786 0.0935 0 .1102 0 .1288 0.1491 0 .1 713 0 .1952 0 .2210 0.2486 0.2779 0 .3093 0.3430 0 .3791 0 .4176 0.4578 0 .4981 0.5386 0.5793 0 .6201 0.6610 0 .7021 0.7434 0 .7848 0 .8263 0.8680 0 .9099 0.9537 1 .0000 Hrad : 0 .0283 0.0567 0 .0850 0.1 1 34 0 .1417 0 .1701 0.1984 0 . 22 68 0.2551 0 .2835 0 . 3118 0.3402 0 .3685 0.3969 0 .4252 0 .4536 0.4824 0 .5092 0.5079 0 .4942 0 .4778 0.4634 0 .4 528 0. 4 4 62 0 .4433 0 .4436 0.4465 0 .4 517 0.4587 0. 4672 0 .4770 0.4878 0 .4 985 0.5092 0 .5204 0 .5319 0 .5602 0 .5928 0. 62 62 0 .6602 0 .6947 0 . 7294 0 . 7 645 0.7998 0 .8352 0 .8708 0.9065 0 .9402 0.9706 1.0000 Width: 0 .0039 0 .0078 0 . 0117 0.0157 0 .0196 0.0235 0.0274 0 .0313 0 .0352 0 .0391 0 .0431 0.0470 0 .0509 0.0548 0 .0587 0 .0626 0.0674 0 .1055 0.1435 0 .1815 0 .2195 0 .2575 0 .2955 0 .3335 0 .3715 0 .4095 0.4475 0 .4856 0.5236 0 .5616 0 .5996 0.6376 0 .6842 0 .7351 0 .7860 0 .8369 0.8484 0 .8515 0 .8546 0 .8 5 77 0.8608 0 .8639 0 .8670 0 .8701 0 .873 1 0.8762 0.8793 0.8971 0 .9486 1.0000 Transect 7229w Area: 0 .0001 0.0002 0 .0005 0.0009 0.0013 0 .0019 0.0028 0 .0041 0 .0056 0.0075 0 .0097 0.0122 0 .0150 0 .0181 0.0216 0 .0254 0 .0295 0 .0340 0.0388 0 .0438 0 .0492 0.0550 0 .0610 0.0674 0 .07 4 1 SWMM 5 -Prop Interim 1 10 Year Page 16 0 . 0811 0.0885 0.0974 0 .1126 0 .1312 0.1530 0 .1780 0.2064 0 .2380 0 . 2728 0 . 3110 0 .3523 0 .395 2 0 .4392 0 .4845 0 .5308 0 .5783 0 .6270 0 .6768 0.7278 0.7799 0.8332 0.8877 0 .9 4 33 1 .000 0 Hrad: 0 .0321 0 .0642 0 . 0962 0 .1283 0 .1 60 4 0.1696 0 .1728 0 .1895 0 .2121 0.2378 0 .2653 0 .2940 0 .3 235 0.3535 0 .3839 0 .4146 0 .4 456 0 . 4 7 67 0 .508 1 0 .5395 0 .5710 0.6026 0 .6343 0 .6661 0 .6979 0 . 7298 0. 7 617 0 .78 65 0 .7795 0 .7641 0 .7459 0 . 7287 0 .714 0 0 .7026 0 .6947 0 .6900 0.6912 0 .7051 0 . 7228 0 .7433 0 .7657 0.7895 0.8143 0.8398 0.8658 0.8923 0 .9190 0.9459 0 . 9729 1 .0000 Width: 0.0019 0 .0037 0 .0056 0.0075 0 .0093 0 .0129 0.0 1 85 0 .0241 0 .0297 0.0353 0 .0410 0.0466 0 .0522 0 .0578 0.0635 0.0691 0.0747 0 .0803 0 .0859 0 .09 1 6 0 .0972 0.1028 0 .10 84 0 .1140 0 .1197 0.1253 0.1309 0 .2379 0 .2949 0.3519 0 .4089 0.4659 0 .5229 0 .5799 0. 63 69 0 .6939 0.7386 0 .7 587 0 .7 788 0 .7989 0.8190 0 .8391 0 .8592 0 .8793 0.8995 0 .9196 0 .9397 0.9598 0 .9799 1. 0000 Transect 7431e Area : 0 .0001 0 .0002 0 .0005 0 .00 1 0 0.0015 0 .0022 0.0053 0 . 0 11 4 0 .0 1 8 1 0.0255 0.0335 0.0421 0 .0513 0 .06 11 0 . 0716 0 .0826 0.0943 0 .1 066 0 .11 95 0.133 1 0 .1 472 0.1628 0 .1 807 0 .2009 0.223 4 0 .2482 0.2753 0 .3047 0 .3358 0.3670 0.3983 0.4296 0 .4609 0 .492 3 0.523 7 0 .5552 0.5867 0 .6182 0 .6498 0.6814 0.7131 0 .7448 0 .7766 0 .8084 0.8402 0. 8721 0 .9040 0 .9 360 0 .9680 1 .0000 Hrad : 0.0206 0 .0411 0 .0617 0 .0822 0.1028 0 .1233 0 .0387 0 .0766 0 .111 6 0.144 1 0 .1745 0.2032 0.2305 0 . 25 64 0 .28 1 2 0.3050 0.3279 0 .3501 0 .3717 0.3926 0 .4130 0.4153 0 .4193 0 .4239 0 .4285 0 .4333 0.4382 0 .4433 0 .4 592 0 .4802 0.5025 0.5258 0 .54 99 0 .5745 0.5997 0.6252 0.6510 0 . 6771 0 .7035 0 .7300 0.7566 0 .7834 0.8102 0 .8372 0.86 4 2 0.8913 0.9184 0.9456 0 . 9728 1.0000 Width: 0 .0037 0.0075 0 .01 1 2 0 .0150 0.0187 0 .0225 0.1816 0.2008 0 .2201 0.2393 0.2585 0 .2778 0.2970 0.3162 0.3355 0 .3547 0.3739 0 .3932 0 .41 24 0.4316 0 .4509 0.5220 0 .5939 0 .6657 0.7376 0 .8095 0 .8814 0 .9532 0 . 9729 0 .9742 0.9755 0.9768 0.9781 0.9794 0.9807 0 .9820 0 .9832 0.9845 0 .9858 0 . 9871 0.9884 0.9897 0.9910 0 .9923 0 .9936 0 .9948 0 .9961 0.9974 0 .9987 1. 0000 Transect 743 1m Area: 0 .0001 0 .0003 0 .0006 0 .0012 0.0018 0 .0026 0 .0035 0.0046 0 .0058 0. 0072 0 .0087 0 .0104 0 .0122 0 .0141 0.0162 0 .0184 0 .0208 0.0233 0 . 0260 0.0288 0 .0318 0.0349 0.0381 0 .0415 0.0450 0 .0487 0 .0525 0.0595 0 . 0788 0.10 11 0 .1263 0.1545 0.1 856 0 .2 1 96 0.2566 0 .2965 0.3393 0 .3851 0 .4 338 0.4838 0 .5341 0 .5847 0.6356 0 .6868 0.7383 0 .7900 0.8421 0.8944 0.9471 1 .0000 SWMM 5 -Prop Interim 1 10 Year Pa ge 17 Hrad: 0 .0205 0.0409 0 .0614 0 .0818 0.1023 0 .1227 0 .1432 0 .1636 0.1841 0.2045 0 .2250 0 .2454 0 .2659 0.2863 0 .3068 0 . 3272 0.3477 0 .3681 0.3886 0.4090 0 .4295 0 .4 499 0 .4704 0.4909 0. 5113 0 .5318 0.5522 0 .5371 0.4559 0 .4225 0 .4117 0.4133 0 .4224 0.4361 0 .4530 0 .4720 0 .4 925 0 .5142 0.5380 0.57 4 7 0 .6136 0.6540 0 .6955 0.7377 0 .7806 0 .8240 0.8676 0 .9116 0 .9557 1 .0000 Width: 0 .0027 0.0054 0 .0081 0.0109 0.0136 0 .0163 0 .0190 0 .0217 0.0244 0.0271 0.0299 0 .0326 0 .0353 0.0380 0.0407 0 .0434 0 .0461 0 .0488 0 .0516 0.0543 0 .0570 0 .0597 0 .0624 0 .0651 0.0678 0 .0706 0 .0733 0 .3369 0.3922 0.4475 0 .5029 0 .5582 0 .6135 0 .6688 0. 724 1 0 .7794 0 .8347 0 .8901 0.9398 0.9453 0 .9508 0 .9562 0 . 9617 0 .9672 0. 9727 0 .9781 0 .9836 0 .9891 0.9945 1. 0000 Transect 743lw Area: 0 .0000 0 .0001 0 .0004 0 .0008 0 . 0013 0.0021 0.0030 0 .0041 0.0053 0.0068 0 .0084 0 .0102 0 .0121 0 .0143 0.0166 0 .0190 0 .0217 0 .0245 0 .0275 0.0306 0 .0344 0 .0401 0 .0479 0.0579 0.0700 0 .0842 0 .1005 0 .1190 0.1395 0.1622 0 .1871 0 .2140 0 .2431 0 .2743 0.3076 0 .3430 0.3806 0 .4203 0. 4 621 0 .5054 0 .5498 0 .5954 0 .6420 0.6898 0.7387 0 .7887 0 .8399 0 .8921 0.9455 1.0000 Hrad: 0 .0336 0 .0604 0 .0776 0 .1 073 0 .1397 0 .1732 0 . 2072 0 .24 1 5 0.2760 0 .3 105 0 .3452 0.3799 0 .414 7 0.4494 0 .4843 0 .5191 0.5539 0 .5888 0.6237 0 .6586 0 .7033 0 .7144 0 .6974 0 .6703 0.6433 0 .6209 0.6043 0 .5 934 0.5875 0.5858 0 .5878 0 .5926 0 .5999 0.6092 0.6201 0 .6325 0.6460 0 .6605 0.6770 0.7037 0 .7314 0 .7600 0 .7892 0 .8 1 88 0.8487 0 .8788 0 .9090 0.9393 0.9697 1.0000 Width: 0. 0011 0.0026 0 .0057 0.0088 0 .0 1 20 0 .0151 0.0183 0.02 14 0 .0245 0 .0277 0 .0308 0.0339 0 .0371 0 .0402 0 .0 434 0.0465 0.0496 0 .0528 0.0559 0 .0590 0 .0845 0.1231 0 .1 6 1 6 0 .2002 0 .2388 0 .2774 0.3159 0 .3545 0 .393 1 0 .43 1 6 0 .4702 0.5088 0 .5474 0 .5859 0 . 62 45 0 .6631 0.7017 0.7402 0.7768 0 . 7971 0.8174 0.8377 0.8579 0 .8782 0.8985 0.9188 0 .9391 0.9594 0 .9797 1 .0000 Transect 7993 Area: 0.0001 0 .0002 0 .0005 0 .0008 0 . 0013 0.0019 0 .0026 0 .0045 0 .0075 0 . 0115 0 .0166 0 .0226 0 .0313 0 .0439 0 .0589 0 .0746 0 .0910 0 .1081 0 .1258 0 .1441 0.1632 0 .1828 0 .2032 0 .2241 0 .2458 0 .2681 0 .2910 0 .3147 0 .3389 0 .3638 0.3894 0 .4156 0 .4425 0 .4701 0 .4983 0. 5271 0 .5567 0 .5868 0 .6176 0 .6491 0.6813 0 .7141 0 .7475 0 .7816 0 .8164 0.8518 0.8879 0 .9246 0 .9620 1.0000 Hrad: 0.0191 0 .0382 0 .0573 0 . 0765 0 .0956 0.1147 0 .1312 0 .0678 0 .0810 0 . 0968 0 .1139 0 .1316 0 .1073 0 .1191 0 .1462 0.1777 0 .2083 0 .2380 0 .2669 0 .2951 SWMM 5 -Prop Interim 1 10 Year Page 18 0 .3227 0 .3498 0.3763 0.4024 0 .4281 0.4534 0.4783 0 .5030 0.5273 0 .55 1 4 0.5752 0.5988 0.6222 0.6453 0 .6683 0. 6911 0. 7138 0 .7363 0.7586 0.7809 0 .8030 0 .8250 0 .8468 0.8686 0 .8903 0 .9118 0 .9333 0.9547 0. 97 61 1.0000 Width: 0.0027 0.0054 0 .0081 0.0108 0 .0135 0.0162 0.0279 0 .0657 0.0923 0.1189 0.1455 0 .1721 0.2916 0.3685 0.4027 0 .4199 0 .4370 0.4541 0.4713 0.4884 0.5 0 56 0.5227 0.5399 0 .5570 0.5741 0 .5913 0 .6084 0 .6256 0.6427 0.6599 0.6770 0.6941 0.7113 0 . 7284 0.7456 0.7627 0 .7799 0.7970 0.8 1 41 0 .8313 0.8484 0 . 8656 0 .8827 0.8999 0.9170 0.9341 0 .9513 0 .9684 0.9856 1.0000 Transect CAIN-OVER Area : 0.0003 0.0014 0.0031 0 .0055 0 .0087 0.0128 0 .0178 0.0237 0 .0306 0.0383 0.0470 0 .0567 0.0694 0.0850 0.10 1 2 0 .1180 0 .1354 0.1533 0 .1718 0.1907 0.2 102 0.2301 0.2506 0 .2716 0.2932 0 .3153 0.3380 0.3613 0 .3851 0.4095 0.4345 0 .4600 0 .4861 0 .5127 0.5399 0.5676 0.5959 0 .6247 0 .654 1 0.6839 0.7144 0 .7454 0 .7769 0 .8087 0.8406 0. 8724 0.9043 0. 93 62 0 .9681 1 .0000 Hr ad : 0 .0160 0.0319 0.0479 0 .0639 0.0768 0.0898 0 .1038 0 .1184 0 .1333 0.1485 0 .1638 0.1793 0.1444 0 .1705 0 .1959 0 .2207 0 .2449 0.2693 0 .2934 0.3 171 0.3404 0 .3634 0.3860 0 .4075 0 .428 4 0 .4492 0 .4696 0.4899 0.5 1 00 0.5298 0.5497 0.5693 0.5889 0 .6083 0 .6277 0. 6472 0 .6666 0 .6858 0 .7050 0 .7240 0 .7429 0 .7617 0.7804 0 .8107 0 .8423 0.8738 0.9054 0.9370 0 . 9685 1 .0000 Width : 0.0216 0.0433 0.0649 0 .0866 0 .1133 0.1423 0.1713 0.2003 0.2293 0 .2583 0.2873 0.3162 0 .4808 0.4989 0 . 5170 0.5351 0.5532 0.5697 0.5857 0 .6017 0 .6177 0 .6337 0.6497 0.6669 0.6847 0.7024 0. 7201 0.7379 0.7556 0.7733 0 .7909 0.8084 0.8259 0 .8 4 33 0.8605 0.8775 0.8944 0. 9113 0.9283 0.9452 0.9621 0 .9790 0.9960 0 .9980 0.9983 0.9987 0.9990 0 .9993 0 .9997 1.0000 Transect DSofSiteExisting Area: 0.0000 0.0001 0.0003 0 .0004 0.0007 0.0010 0.0014 0 .0018 0 .0024 0.0030 0 .0037 0 .0045 0.0055 0 .0065 0.0076 0.0089 0.0103 0 . 0118 0 . 0134 0 .0 1 52 0.0212 0.0318 0.0440 0 .0574 0.0719 0.0878 0.1052 0.1240 0.1442 0 .1661 0.1915 0.2189 0.2481 0 .2800 0 .3147 0.3507 0.3881 0.4269 0 . 4 671 0 .5087 0 .5516 0.5959 0.6416 0 .6887 0 .7371 0.7869 0.8381 0 .8907 0.9447 1.0000 Hrad : 0.0 174 0.0348 0 .052 2 0.0696 0.0869 0.1 0 43 0.1217 0.1375 0 .1515 0.1651 0.1790 0.1931 0 .2076 0.2220 0.2317 0.2 429 0 .2552 0.2683 0.2820 0. 2963 0.2 416 0 .2140 0.2207 0 .24 11 0. 2 64 4 0.2867 0.3125 0 .3398 0.3677 0 .3949 0.3922 0 . 42 62 0.4597 0 .4884 0.5192 0.5508 0 .5828 0.6150 0 .6474 0 .6798 0. 7121 0 .7445 0.7767 0.8089 0.8410 SWMM 5 -Prop Interim 1 10 Year Page 19 0.8730 0 .9049 0.9367 0 .9684 1.0000 Width : 0.0 0 1 0 0.002 0 0 .0030 0 .0040 0 .0050 0 .0060 0 .0070 0 .0087 0.0105 0 .0122 0.0139 0 .0157 0.0174 0 .0 1 92 0.0214 0 .0236 0 .0257 0.0279 0 .0301 0.0323 0 .1744 0.2040 0 .2285 0 .2492 0.2712 0 . 2968 0.3225 0 .3482 0 .3739 0.4120 0 .4734 0.5051 0 .5359 0.6066 0 .6312 0 .6558 0.6804 0 .7050 0 . 7295 0.7541 0 .7787 0.8033 0 .8279 0.8525 0 . 8771 0 .9017 0 . 92 62 0.9508 0.9754 1.0000 Transect DSofSiteRev Area : 0.0001 0.0006 0. 0013 0 .0023 0 .0036 0.0052 0.0070 0.0093 0.0120 0.0153 0 .0190 0.0233 0.0280 0 .0333 0.0391 0.0455 0.0526 0 .0603 0.0686 0.0775 0. 0871 0.0973 0.1081 0 .1196 0.1317 0.1455 0 .1613 0.1792 0 .1992 0.2212 0 .2510 0 .2828 0.3177 0 .3538 0 .3905 0 .4277 0.4654 0 .5036 0.5422 0 .58 1 4 0.6210 0 .6612 0.7018 0.7429 0.7845 0 .8266 0 .8692 0.9123 0 .9559 1 .0000 Hr ad : 0.0210 0.0421 0.0631 0 .0842 0 .1052 0 .1263 0.1473 0 .1664 0.1833 0 .1999 0 .2166 0 .2338 0 . 2513 0.2687 0 .2805 0.2941 0.3089 0.3248 0.3 41 4 0 .3587 0 .3764 0 .3946 0.4131 0.4319 0.4421 0 .4366 0.4385 0.4437 0.4507 0 .4589 0 .3450 0 .3821 0 .4149 0.4487 0.4850 0 .5212 0.5572 0.5930 0 .6286 0.6638 0 .6988 0 .7334 0 .7678 0.8019 0.8356 0 .8691 0.9022 0 .935 1 0 .9677 1.0000 Width: 0 .0065 0.0130 0.0194 0.0259 0.0324 0 .0389 0 .0454 0.0564 0.0676 0.0789 0 .0901 0.1014 0 .1126 0.1241 0.1383 0 .1524 0 .1665 0 .1806 0.1948 0 .2089 0 .2230 0 .2371 0. 2513 0 .2654 0.2878 0 .3341 0.3804 0.4268 0.473 1 0 .5194 0 .6948 0.7523 0 .8 1 08 0.8223 0 .8334 0 .8445 0 .8556 0.8667 0.8778 0.8889 0 .9000 0.9111 0.9222 0.9334 0 .9445 0 .9556 0 .9667 0.9778 0.9889 1.0000 Transect ExistingBarracksChannel Area: 0 .0004 0 .0017 0.0037 0 .0066 0.0104 0 .0149 0 .0203 0 .0265 0 .0336 0.0417 0 .0508 0.0609 0. 0719 0.0840 0.0971 0 .1111 0 .12 62 0.1421 0.1587 0 .1762 0 .1945 0 .2136 0.2335 0.2541 0.2756 0 .2979 0 .3209 0 .3448 0.3694 0.3949 0 . 4211 0.4482 0.4760 0.5046 0.5334 0 .5625 0 .5919 0.6216 0.6516 0 .6818 0 .7124 0.7432 0 .7743 0 .8057 0.8374 0 .8693 0.9 016 0.9341 0. 9669 1.0000 Hrad: 0 .0166 0.0332 0.0498 0.0665 0 .0831 0 .0997 0 .1163 0 .1329 0 .1475 0.1616 0 .1763 0.1913 0.2066 0 .2221 0.2378 0 .2536 0.2706 0.2898 0 .3088 0.3275 0 .3460 0 . 3 644 0.3827 0.4008 0.4188 0 . 4368 0.4546 0 .4723 0.4900 0.5076 0 .5252 0.5427 0.5601 0 .5843 0. 6117 0 .6388 0.6658 0.6925 0. 7191 0 .7454 0.7716 0.7 976 0.8235 0.8492 0.8747 0.9 0 00 0.9253 0 .9503 0.9752 1 .0000 Width : 0 .0250 0.0499 0.0749 0.0998 0.1248 0 .1498 0 .1747 0.1997 0 .2280 0.2580 0.2 880 0.3181 0 .3481 0.3781 0 .4081 SWMM 5 -Prop Interim 1 10 Year Page 2 0 0 .4381 0 .4 662 0.4 901 0.5 1 41 0 .538 1 0 .562 1 0 . 58 61 0.6 1 00 0 .6340 0 .65 8 0 0 .6820 0 .7060 0 . 7299 0 .7539 0 .7 77 9 0 .8019 0 .8259 0 .8498 0.8635 0. 872 1 0 .8806 0 .8891 0.8976 0 .9062 0 .9 1 47 0 .9232 0 .9318 0 .9403 0 .9 4 88 0.957 4 0 . 9659 0.97 4 4 0 .9829 0 .99 1 5 1 .00 0 0 Transect OW-OVER Are a : 0 .0074 0 .0 1 53 0.0238 0.0327 0.0422 0 .0521 0 .0626 0 .0736 0.0852 0 .0972 0 .1097 0 .1228 0.1 364 0.1 505 0.165 1 0 .1802 0 .1958 0.2120 0.2286 0 .2458 0 .2635 0 .2817 0 .3004 0.3 1 96 0 .3394 0 .3596 0 .3804 0 .4 0 1 7 0.4235 0 .4458 0 .4686 0 .4 920 0 .5 158 0.5 4 02 0 .56 51 0 .5905 0 .6164 0 .6 4 28 0.6697 0 . 6972 0 .7252 0 .7536 0 .7 826 0.8 1 21 0 .8422 0 . 8727 0 .9038 0.9353 0.967 4 1. 0000 Hr a d : 0 .0347 0 .0674 0 .0982 0.1 277 0 .1 5 5 9 0 .183 1 0 .2094 0 .2350 0.2599 0 .28 4 2 0 .3080 0 .3313 0 .3543 0 .3769 0 .3992 0 .4212 0 .4429 0 .4644 0 .4856 0 .50 6 7 0 .5276 0 .5484 0 .5 690 0 .589 4 0 .6 0 97 0 .6299 0 .6500 0 .6700 0.6899 0 .70 9 7 0. 7295 0 .7491 0 . 7 687 0.7882 0 . 8077 0.827 1 0 .8464 0 .8657 0 .8849 0 .904 1 0 .9232 0 .9423 0 .9614 0 .980 4 0 .99 9 4 1. 0184 1. 03 7 3 1. 0562 1.0750 1. 00 00 Wi dth: 0 .2133 0 .2276 0 .2419 0 .2562 0 .2705 0 .2848 0 .2991 0 .3 1 34 0.3277 0.3420 0 .3563 0 .3706 0 .3849 0 .3992 0.4 135 0 .4278 0 .44 2 1 0 .4 564 0 .470 8 0 .4 8 5 1 0 .4994 0 .5137 0 .5280 0 .5 4 23 0.5566 0 .5709 0 .5852 0 .5995 0.6 1 38 0. 6281 0 .6424 0 .6567 0 . 6710 0.6853 0 . 6996 0. 7139 0 . 7282 0 .7 4 25 0 .7 5 68 0 .77 1 2 0 .7855 0 .7998 0 .8 1 41 0 .828 4 0 .84 27 0 .8570 0 . 8713 0 .8856 0.8999 1.0000 Tr ansect PropSecA-A Area: 0 .0080 0 .0 1 60 0 .0241 0.0323 0.0406 0 .0490 0 .0574 0.0659 0 .0745 0 .08 3 2 0 .0919 0 .1 008 0 .1 097 0 .1 1 87 0.12 7 8 0 .1369 0 .1 46 1 0.1 554 0.1648 0 .17 4 3 0 .1 838 0 .1935 0.2032 0 .2 1 30 0 .2228 0 .2354 0 .2532 0 .2763 0.3045 0.33 4 5 0 .3648 0 .3953 0 .4262 0 .4574 0 .4890 0 .5208 0 .5530 0 .5855 0 .6 1 83 0.65 1 4 0 .6848 0 . 7186 0 .7527 0 .7870 0.82 1 7 0 .8568 0 .892 1 0 .9277 0. 9637 1. 00 0 0 Hrad : 0 .0070 0 .0138 0.0205 0 .0270 0.0334 0 .0396 0 .0458 0 .0518 0.0577 0 .0635 0 .0692 0 .0748 0 .0803 0 .0857 0.09 1 0 0 . 0963 0 .1 014 0 .1 065 0 .1 115 0 .11 6 4 0 .1213 0 .1261 0 .1308 0 .1355 0.140 1 0.1450 0 .1499 0 .1571 0.1 692 0 .1909 0 .2173 0 .2472 0 .2800 0.3 1 50 0.3519 0.3902 0.4299 0 .4706 0 .5 1 2 1 0 .5 545 0 .5974 0 .6409 0 .6848 0. 729 1 0 .7737 0 .8186 0 .863 7 0 .9090 0.9544 1 .0000 Width : 0 .2196 0 .2217 0.2239 0.2261 0 .2283 0 .2304 0 .2326 0 .2348 0.2370 0 .239 1 0 .2413 0.2435 0 .2457 0.2 4 78 0 .2500 0 .2522 0 .2543 0 .2565 0.2587 0 .2609 0 .2630 0 .2652 0. 2 67 4 0 .2696 0 . 2717 0 .4167 0 .5616 0 .7065 0 .8 1 74 0 . 82 6 1 0 .8348 0 .8 4 35 0 .8522 0 .8609 0 . 8696 0 .8783 0 .8870 0.8957 0 .9043 0 . 9130 SWMM 5 -Prop In terim 110 Yea r Page 21 0 .9217 0 .9304 0 .9391 0 .9478 0 .9565 0 . 9652 0 .9739 0 .9826 0 .9913 1 .0000 Transect PropSecB-B Area : 0 .0059 0 . 0118 0.0 1 78 0 .0239 0 .030 1 0 .0363 0 .0426 0.0489 0 .0 5 5 4 0 .061 9 0.0685 0.0751 0 .0818 0 .0886 0 .0955 0 .1024 0 .1094 0 .1164 0 .1236 0 .1308 0 .1381 0 .1485 0 .1 636 0 .1833 0 .2054 0 .2277 0 .2503 0.2732 0 . 2964 0 .3198 0 .3435 0 .3675 0 .3918 0.4164 0 .4412 0 .4664 0.49 1 8 0 .5175 0.5434 0 .5697 0 .5962 0 .6233 0 .6540 0. 68 94 0 . 7295 0.7743 0.8237 0.8778 0.9366 1 .0000 Hrad : 0 .0676 0.1334 0.1974 0 .2599 0 .3208 0 .3803 0 .4384 0 .4953 0 .5509 0 .6053 0 .6586 0 . 7109 0.7621 0.8124 0 .86 1 8 0 .9103 0 .9580 1.0049 1. 0510 1.0964 1 .1430 1. 1679 1.1 4 96 1 .1038 1. 0653 1 .0428 1. 0311 1. 0271 1. 0288 1.034 7 1. 0439 1. 0556 1. 0694 1 .0846 1 .1012 1 .1187 1.1371 1.1562 1.1758 1 .1958 1. 2162 1. 2138 1.1743 1 .1426 1 .1147 1. 0890 1. 0648 1.0419 1. 0203 1 .0000 Width : 0.0898 0 .0909 0 .0920 0.0930 0 .09 41 0 .0951 0 . 0962 0 .0973 0 .0983 0 .099 4 0 .1005 0 .1015 0.1026 0.1037 0 .1047 0 .1058 0 .1069 0.1079 0.1090 0 .1101 0 .1228 0 .1938 0 .2648 0.3330 0 .3373 0 .3415 0 .3458 0 .3501 0.3543 0 .3586 0 .3628 0 . 3671 0 . 3714 0.3756 0 .3799 0.3841 0 .3884 0 .3927 0 .3969 0 .40 1 2 0 .4054 0 .4320 0.5030 0 .5 7 40 0 .6450 0 . 7160 0 .7870 0.8580 0.9290 1. 0000 Transect PropSecC-C Area : 0.0063 0 .0128 0 .0194 0. 02 62 0 .0331 0 .0401 0 .0473 0 .0546 0 .0621 0 .0697 0.0775 0 .0853 0 .0934 0 .1015 0 .1098 0 .1183 0 .1278 0 .1450 0.1630 0 .18 1 6 0.2008 0 .2205 0 .2408 0. 2 617 0 .283 1 0 .3052 0 .3278 0 .3510 0.3747 0 .399 1 0.4240 0 .4495 0 .4756 0.5022 0 .5295 0 .5573 0 .5856 0 .6146 0.6 4 41 0 .6742 0.7049 0 . 7362 0 .7680 0 .800 4 0 .8333 0 .8664 0 .8996 0 .9329 0.9664 1 .00 0 0 Hrad : 0.0487 0 .0951 0 .1393 0.1817 0 .2223 0.2613 0 .2989 0 .3352 0.3704 0 .4044 0.4374 0 . 4 695 0 .5007 0. 5311 0 .5608 0.5898 0 .6160 0 .6069 0.6047 0 .6074 0 .6134 0 .6215 0 . 6311 0 .6 4 18 0 .6532 0 .6653 0 .6777 0 .690 4 0 .7033 0 .7164 0 . 7295 0 .7427 0 .7559 0 .769 1 0 .7823 0.7955 0 .8086 0 .8217 0 .8347 0 .8477 0.8606 0 .8734 0 .8862 0 .8989 0 .9143 0 .9312 0 .9482 0 . 9654 0.9827 1 .0000 Width: 0.1902 0 .1944 0 .1986 0 .2028 0 .2070 0.2112 0 .2153 0.2 1 95 0 .2237 0 .2279 0.2321 0 .2363 0 .2405 0 .2447 0.2488 0.2530 0 . 42 64 0 .5259 0 .5430 0 .5601 0.5773 0 .5944 0 . 6115 0 . 6286 0 .6457 0.6629 0 .6800 0 .6971 0.7142 0 .7313 0.7485 0.7656 0 .7827 0.7998 0 .8169 0.8341 0 .8512 0 .8683 0 .8854 0.9026 0 .9197 0 .9368 0 .9539 0. 9710 0 .9795 0.9836 0 .9877 0 .9918 0 .9959 1.0000 Transect PropSecD-D Area : SWMM 5 -Prop Interim 1 10 Year Page 22 0.0002 0.0008 0 . 0017 0 .0030 0 .0047 0.0068 0. 0092 0 .0121 0 .0153 0 .0188 0.0227 0.0270 0 .0315 0 .0365 0 .0418 0 .0474 0.0534 0 .0597 0 .0668 0.0747 0. 0915 0.1201 0.1489 0.1780 0.2072 0.2367 0.2663 0 .2962 0 .3263 0.3566 0.3871 0.4178 0.4488 0 .4799 0. 5113 0.5429 0.5746 0 .6066 0.6388 0. 6711 0.7035 0.7360 0 .7686 0 .8013 0.8342 0.8671 0.9002 0 .9333 0 .9666 1.0000 Hrad : 0.0167 0.0334 0 .0500 0 .0667 0 .0834 0.1001 0 .1167 0 .1334 0.1503 0.1681 0 .1857 0.2032 0 .2205 0 .2377 0.2549 0 .2719 0 .2890 0.3057 0 .3201 0.3326 0 .1078 0 .1404 0 .1728 0.2050 0.2369 0 .2685 0 .3000 0.3312 0.3622 0.3931 0 .4236 0 .4540 0 .4842 0.5 1 43 0.5441 0 .5737 0 .6032 0 .6324 0.6632 0.6943 0 . 7253 0 .7562 0 .7870 0.8177 0.8483 0 .8789 0 .9093 0.9396 0.9699 1 .0000 Width: 0 . 0113 0 .0225 0.0338 0.0451 0.0563 0 .0676 0 .0788 0 .0901 0.1012 0 .1115 0 .1218 0 .1322 0 .1425 0.1528 0 .1631 0.1735 0 .1838 0 .1994 0.2247 0.2500 0 .8523 0 .8587 0.8650 0. 8714 0. 8777 0 .8840 0 .8904 0 .8967 0.9031 0.9094 0 .9157 0 .9221 0 .9284 0.9347 0.9411 0.9474 0 .9538 0 .9601 0.9641 0 .9674 0 .9706 0 .9739 0. 9771 0.9804 0.9837 0 .9869 0 .9902 0 .9935 0.9967 1.0000 Transe c t RoadSec Area: 0 .0006 0 .0024 0 .0053 0.0094 0 .0147 0.0212 0 .0288 0 .0376 0.0476 0.0588 0 .0711 0 .0846 0.0993 0 .1152 0 .1323 0.1505 0 .1699 0 .1902 0.2 1 07 0.2312 0 .2516 0 . 2721 0 .2926 0. 3131 0.3336 0.3541 0 .3746 0 .3951 0 .4156 0.4361 0 .4566 0 .4772 0 .4978 0 .5194 0 .5420 0.5655 0.5901 0 .6156 0.6422 0. 6697 0 .6982 0 . 7278 0 .7583 0 .7898 0.8224 0 .8559 0.8904 0 . 92 60 0.9625 1 .0000 Hr ad: 0 .0151 0 .0302 0 .0454 0 .0605 0 .0756 0.0907 0 .1059 0 .1210 0 .1361 0.1512 0 .1664 0.1815 0 .1966 0. 2117 0.2269 0.2420 0 .2571 0 .2811 0. 3110 0.3408 0.3705 0.4002 0 .4299 0 .4594 0.4889 0.5184 0 .5478 0 .5771 0 . 6064 0.6356 0.6648 0.6939 0 . 7230 0 .7507 0 .7765 0.8004 0 .8226 0 .8432 0. 8623 0.8800 0.8964 0 . 9116 0 .9256 0 .9387 0.9508 0.9621 0 .9726 0 .9824 0.9915 1.0000 Width : 0.0309 0 .0618 0 . 0928 0 .1237 0.1546 0.1855 0 . 2165 0.2474 0 .2783 0.3092 0.3402 0.3711 0 .4020 0.4329 0.4638 0 .4948 0.5257 0.5382 0.5383 0.5385 0 .5386 0.5387 0.5388 0.5390 0.5391 0 .5392 0 .5393 0 .5394 0.5396 0.5397 0.5398 0 .5399 0.5540 0.5802 0.6064 0.6327 0 .6589 0.6852 0. 7114 0.7376 0.7639 0 .7901 0.8163 0.8426 0.8688 0.8951 0.9213 0 .9475 0.9738 1.0000 Transect RR-OVER Area : 0.0017 0 .0042 0.0074 0.0114 0.0161 0.0216 0 .0278 0.0348 0.0425 0.0509 0.0601 0.0700 0.0807 0.0921 0.1043 0 .1172 0 .1309 0.1453 0 .1605 0.1764 0.1930 0.2104 0.2285 0.2474 0 .2670 SWMM 5 -Prop Interim 110 Year Page 23 Hr ad: Width: 0 .2874 0 .4005 0 .5 321 0 .6825 0 .8 514 0 .0318 0 .1430 0 .2428 0 .3408 0 .4382 0 .5353 0.6322 0 . 7291 0.8259 0 .9226 0 .0546 0 .1510 0 .2475 0 .3440 0 .4405 0.5369 0.6334 0 . 7299 0.8264 0 .9228 ********************* Control Actions Taken ********************* 0.3085 0.4253 0 .5607 0.7148 0 .8874 0 . 0571 0.1632 0.2625 0 .3603 0.4576 0 .5547 0.6516 0.7484 0.8452 0.9420 0.0739 0 .1703 0.2668 0.3633 0 .4598 0.5562 0.6527 0 .7492 0 .8456 0 .9421 ************************** Runoff Quantit y Continuity ************************** Total Precipitation ..... . Evaporation Loss ........ . Infiltration Loss ....... . Surface Runoff .......... . Final Surface Storage ... . Continuity Error (%) .... . ************************** Flow Rout ing Continuity ************************** Dry Weather Inflow Wet Weather Inflow ...... . Groundwater Inflow ...... . ROI! Inflow ............. . External Inflow ......... . External Outflow ........ . Internal Outflow ........ . Storage Losses .......... . Initial Stored Volume ... . Final Stored Volume ..... . Continuity Error (%) .... . ************************* Highest Continuity Errors ************************* Node 743lm (18.60 %) Node MH-l -3A (1.50 %) *************************** Time-Step Critical Elements *************************** Link RR -Cl (17 .01 %) Link Pl .2 -c (3 .18 %) SWMM 5 -Prop Interim 1 10 Year 0.3304 0.4509 0 .5900 0 .7478 0 .9242 0 .0799 0 .1833 0 .2821 0 .3798 0 .4770 0 .5741 0 .6710 0 . 7 678 0 .8646 0 . 9613 0 .0932 0 .1896 0 .2861 0.3826 0 .47 91 0.5755 0. 6720 0.7685 0.8649 0.9614 Vo lume acre -feet 400 .124 0.000 90.251 306 .45 8 3 .456 -0 .010 Volume acre -feet 0 .000 306 .458 0 .000 0 .000 0.000 305 .981 0 .000 0 .000 47 .990 49.068 -0.170 0.3530 0 .4772 0.6201 0.7816 0.9617 0.1015 0.2032 0.3017 0.3993 0. 4 965 0.5935 0.6903 0. 7872 0.8839 0.9807 0 .1125 0.2089 0.3054 0 .4019 0 .4983 0 .5948 0.6913 0 .7878 0 .8842 0 .9807 Depth inches 7 .4 00 0.000 1.669 5 .668 0 .064 0 .000 99 .864 0.000 0 .000 0.000 99 .709 0 .000 0.000 15 .638 15 .990 0. 37 64 0 .5043 0 .6509 0 .8161 1.0000 0.1225 0 .2230 0 . 3213 0.4 18 7 0.5159 0 .6128 0 .7097 0.8065 0.9033 1. 0000 0.1318 0 .2282 0 .3247 0.4212 0.5176 0 .6141 0.7106 0 . 8071 0 .9035 1 .0000 Page 2 4 ******************************** Highest Flow Instabil i ty Inde xes ******************************** Link P-l .3A (11) Link WP3A (9 ) Link P-1. 3C (8) Link 14Am (8) Link Pl.2-a (7) ************************* Routing Time St e p Summary ************************* Minimum Time Step Av e rage Time Step Maximum Time Step Pe r cent in Steady Sta t e Average Iterations pe r St ep *************************** Subcatchment Runoff Summary *************************** 0.50 sec 0.93 sec 1. 00 sec 0 .00 2.33 -------------------------------------------------------------------------------------------------------- Total Total Tota l Total Total Total Peak Runoff Precip Run on Evap Infil Runoff Runoff Runoff Coe ff Subcatchment i n in in in i n 10 ~6 gal CFS -------------------------------------------------------------------------------------------------------- Al 7 .40 0 .00 0 .00 0.51 6 .85 2.51 58.24 0 .925 A2 7 .40 0 .00 0 .00 2 .52 4.83 1. 47 23.50 0 .653 A3 7 .40 0 .00 0 .00 1. 87 5 .4 8 2 .02 44.80 0 .741 A4 7 .40 0 .00 0 .00 2 .17 5 .1 8 2 .16 47. 62 0 .701 Bl 7 .40 0 .00 0 .00 1.38 5 .97 3.15 75.72 0.807 Cl 7 .40 0 .00 0 .00 1.10 6 . 26 2.33 56.39 0 .845 C2 7.40 0 .00 0 .00 2.07 5 .28 0.31 8.32 0 .714 C3 7 .40 0 .00 0 .00 2 .08 5 .27 0.96 24.51 0 .712 Dl 7.40 0 .00 0 .00 0.47 6 .89 0.69 16.08 0 .931 El 7 .40 0 .00 0 .00 2.14 5.21 0.37 8 .15 0 .704 E2 7.40 0 .00 0 .00 2.12 5 .23 1. 92 41. 34 0 .706 E3 7.40 0 .00 0 .00 2.15 5.20 0.55 11. 83 0 .703 E4 7.40 0 .00 0 .00 1. 98 5 .37 3.93 77.69 0. 726 Fl 7 .40 0 .00 0 .00 2.05 5 .23 4.41 87.97 0 .707 F2 7 .40 0 .00 0 .00 0.85 6.51 0.80 19.08 0.879 F3 7.40 0 .00 0 .00 1. 94 5 .36 5.02 114.71 0 . 724 F4 7 .40 0 .00 0 .00 2.15 5 .20 14.73 296.13 0 .703 FS 7.40 0 .00 0 .00 1. 98 5 .32 16 .90 411. 82 o. 719 F6 7.40 0 .00 0 .00 1. 62 5 .73 11. 78 276.90 0 .774 Gl 7 .40 0 .00 0 .00 1. 78 5 .57 1. 08 28.05 0.753 Pl 7 .40 0 .00 0 .00 0.68 6.67 0.28 6.55 0.902 P2 7 .40 0 .00 0 .00 0.79 6 .57 1. 63 38.64 0 .888 P3 7.40 0 .00 0 .00 1. 20 6.15 0.61 14 .8 1 0.831 P4 7 .40 0 .00 0 .00 0.87 6 . 49 0.75 17.98 0.876 PS 7 .40 0 .00 0 .00 0.62 6 .73 2.13 49 .93 0.910 P6 7 .40 0 .00 0 .00 0.58 6.78 2.90 68.01 0.916 P7 7 .40 0.00 0 .00 1. 00 6 .36 2.92 69 .45 0.859 PS 7 . 40 0.00 0 .00 1. 31 6.05 4 .28 104.41 0 .817 P9 7 .40 0 .00 0 .00 0.1 6 7 .1 9 1. 84 42.05 0. 972 PlO 7 .40 0.00 0 .00 0 .04 7 .31 0.51 11. 59 0 .988 Pll 7 .40 0.00 0 .00 0.52 6 .84 0.25 5.77 0 .924 Pl2 7 .40 0 .00 0.00 0.19 7.17 0.63 14.46 0 . 969 Pl3 7 .40 0 .00 0 .00 0.91 6 .44 2.36 56 .09 0.870 Pl4 7 .40 0 .00 0 .00 0.84 6 .51 1.10 26.47 0 .880 Pl5 7 . 40 0 .00 0 .00 0.04 7 .32 0.56 12. 72 0 .989 ****************** Node Depth Summary ****************** --------------------------------------------------------------------- Average Maximum Maximum Ti me of Max Depth Depth HGL Occurrence Node Type Feet Feet Feet d a ys hr:min --------------------------------------------------------------------- SWMM 5 -Prop Interim 1 10 Year Page 25 5400 JUNCTION 1. 69 6 .40 287 .35 0 13: 11 5431 JUNCTION 1. 73 6 .48 287.43 0 13: 11 DS-2514 JUNCTION 1. 74 6 .51 287.46 0 13: 11 US-2514 JUNCTION 1.12 6 .61 288 .43 0 13: 11 5646 JUNCTION 1. 43 6 .66 288 .48 0 13: 11 5667 JUNCTION 1. 28 6 .31 288 .41 0 13: 11 OS-RR JUNCTION 1. 06 6.13 288.48 0 13: 11 US-RR JUNCTION 1. 02 6. 26 288 . 72 0 13: 11 5714 JUNCTION 0 .97 6 .16 288 .75 0 13: 11 5750 JUNCTION 0 .89 5 .59 288.78 0 13: 11 OS-OW JUNCTION 0.97 5.57 288 .83 0 13: 11 us-ow JUNCTION 0 .92 6 .98 290.82 0 13:09 5800 JUNCTION 1.14 6 .93 290.84 0 13:09 6000 JUNCTION 2 .10 6.95 290.90 0 13:09 6200 JUNCTION 1. 61 6 .42 290.91 0 13:09 6400 JUNCTION 1. 36 5 .89 290.92 0 13:09 6600 JUNCTION 1. 20 5 .43 290.99 0 13:08 6800w JUNCTION 0 .23 1. 99 290.99 0 13:08 6800m JUNCTION 1. 03 4 .91 291. 01 0 13 :08 6800e JUNCTION 0 .40 2 .99 290.99 0 13:09 6896w JUNCTION 0 .27 1. 24 291 .04 0 13:06 6896m JUNCTION 0 . 96 4 .63 291.03 0 13:08 6896e JUNCTION 0 .41 2 .90 291 .00 0 13:08 DS-CAINw JUNCTION 0.23 1. 20 291. 05 0 13:06 DS-CAINm JUNCTION 1.16 4.39 291. 05 0 13:06 OS-Caine JUNCTION 0 .49 2.92 291. 05 0 13:06 US-CAINw JUNCTION 1.17 3 .49 293 .39 0 12:34 US-CAINm JUNCTION 0 .97 5.88 293.39 0 12:34 US-Caine JUNCTION 0 .74 5.07 293 .39 0 12:34 6983w JUNCTION 1.14 3 .52 293 .47 0 12:35 6983m JUNCTION 0 .84 5 .51 293.39 0 12 :34 6983e JUNCTION 0 .71 4 .89 293 .39 0 12:34 7229w JUNCTION 0 .62 2.25 294 .15 0 12:30 7229m JUNCTION 0 .39 3 .61 293 .40 0 12:35 7229e JUNCTION 0.55 3 .60 293 .40 0 12 :33 OF-Site JUNCTION 1. 02 3 .11 295 .81 0 12:30 743lm JUNCTION 0 .01 0 .10 293 .40 0 12:35 743le JUNCTION 0 .36 2 .31 293.41 0 12:33 OS-Dea c on JUNCTION 0 .82 6 .10 301 .04 0 14:18 US Deacon JUNCTION 0.51 4 .04 299.49 0 12:36 OS-Travis JUNCTION 0 .47 3. 86 299 .65 0 12:35 US -Travis JUNCTION 0 .46 4.12 300.06 0 12:33 J3 JUNCTION 0 .48 3 .98 300.67 0 12:32 J2 JUNCTION 0 .27 2.84 300.91 0 12:31 DSCapps JUNCTION 0 .24 2.39 303.76 0 12:30 USCapps JUNCTION 0 .28 2.60 304.18 0 12:30 Jl JUNCTION 0 .88 4 .29 306 .41 0 12:30 J-B2 JUNCTION 0 .39 3.52 305.02 0 12:32 J-BP JUNCTION 0 .49 4 .08 309 .68 0 12:35 OF-PONDl JUNCTION 0 .78 3 .38 298.36 0 12:39 Pl-BarPnd-01 JUNCTION 0 .06 2 .52 308 .52 0 12:37 MH-l-2A JUNCTION 0 .65 3.70 298.89 0 13: 16 MH-l-2B JUNCTION 0 .81 4.02 299.02 0 00:00 MH-l -3A JUNCTION 6 .95 12.60 301. 60 0 12:56 MH-l-3B JUNCTION 6 .93 12.30 301. 30 0 12:56 MH-l-3C JUNCTION 6 .87 10.73 299.73 0 12:55 p3.4-l JUNCTION 0 .00 0.00 301. 00 0 00 :00 P3.4-2 JUNCTION 0 .00 0.00 297.20 0 00:00 P3.4-3 JUNCTION 0 .00 0.00 296.32 0 00 :00 PLUG JUNCTION 0 .00 0.00 600.00 0 00 :00 OF-5300 OUTFALL 1. 71 6.40 287.03 0 13: 11 Ex-BarPnd STORAGE 0.66 5.21 310.81 0 12 :37 Ex-WGPnd STORAGE 0 .21 2.43 306.80 0 12 :30 PONDl STORAGE 8 .84 12.00 299.00 0 12 :41 POND2 STORAGE 7.12 9.90 298.90 0 13 :16 POND3 STORAGE 10 .52 14.37 301. 37 0 12 :51 POND4 STORAGE 6 .64 8.03 296.03 0 12 :30 ******************* Node Inflow SUI!llllary ******************* ------------------------------------------------------------------------------------- Maximum Maximum Lateral Total SWMM 5 -Prop Interim 110 Year Page 2 6 Lateral Total Time of Max Inf low Inflow Inf low Inflow Occurrence Volume Volume Node Type CFS CF S days hr :mi n 10 A6 ga l 10 A6 gal ------------------------------------------------------------------------------------- 5400 JU NCTION 0 .00 893.36 0 13 : 11 0.000 99.701 5431 JUNCTION 0 .00 893 .38 0 13 : 11 0 .000 99 .701 DS-2514 JUNCTION 0 .00 893 .42 0 13 : 11 0 .000 99.707 US-2514 JUNCTION 0.00 893.51 0 13 :1 0 0 .000 99.707 5646 JUNCTION 0.00 893 .83 0 13 :10 0.000 99.708 5667 JUNCTION 0 .00 893 .98 0 13 :1 0 0 .000 99 .708 DS-RR JUNCTION 0.00 894.02 0 13 :10 0 .000 99.709 US-RR JUNCTION 0 .00 894 .05 0 13 : 10 0 .000 99.709 5714 JUNCTION 0 .00 894 .67 0 13 :09 0 .000 99.709 5750 JUNCTION 0 .00 895 .90 0 13 :08 0 .000 99 .709 DS-OW JUNCTION 0 .00 896 . 46 0 13 :08 0 .000 99.709 us -ow JUNCTION 0 .00 896 .93 0 13 :07 0 .000 99.709 5800 J UNCTION 276 .88 899 .53 0 13 :06 11 . 780 99.669 6000 JUNCTION 0 .00 834 .59 0 13 :03 0 .000 88 .437 6200 JUNCTION 0 .00 483 .65 0 13 : 11 0 .000 56.464 6400 JUNCTION 0 .00 485 .95 0 13 :05 0.000 56. 4 68 6600 JUNCTION 0 .00 563 .86 0 12 :32 0 .000 56 .599 6800w JUNCTION 0 .00 15 .33 0 12 :31 0.000 0 .542 6800m JUNCTION 0.00 511 . 43 0 12 :36 0.000 47 .772 6800e J UNCTION 0 .00 114.08 0 12 :32 0.000 8.270 6896w JUNCTION 0.00 9 .11 0 12 :59 0 .000 0.427 6896m J UNCTION 0.00 516 .41 0 12 :35 0 .000 47 .766 6896e JUNCTION 0 .00 114.65 0 12 :31 0 .000 8.270 DS -CAINw JUNCTION 114. 70 146 . 49 0 12 :30 5 .016 12.497 DS-CAINm JUNCTION 0 .00 569 .25 0 12 :32 0 .000 48.759 DS-Caine JUNCTION 0.00 115 . 85 0 12 :31 0.000 8.655 US-CAINw JU NCTION 0 .00 423 .60 0 12 :32 0.000 45.217 US-CAI Nm JUNCTION 0.00 455 .95 0 12 :32 0.000 39.465 US-Caine JUNCTION 0.00 85 .59 0 12 :12 0.000 7.708 6983w JUNCTION 0.00 429.43 0 12:30 0.000 45.231 6983m JUNCTION 0 .00 130 .45 0 12:18 0 .000 2.404 6983e JUNCTION 0 .00 116 . 55 0 12 :30 0.000 5 .811 7229w JUNCTION 87 .96 488 .26 0 12 :30 4 .408 45.965 7229m JUNCTION 0 .00 67.18 0 12 :14 0 .000 1.155 7229e JUNCTION 19.08 131.29 0 12 :30 0.797 5. 493 OF-Site JUNCTION 57.00 410 .06 0 12 :30 2 .427 41.557 743lm JUNCTION 0.00 1. 67 0 12 :29 0 .000 0.002 7431e JUNCTION 117. 27 117 .27 0 12 :30 4 .692 4 .692 DS-Deacon JU NCTION 0.00 220 .63 0 12 :32 0 .000 38.016 US Deacon JUNCTION 17.98 221 .99 0 12 :30 0 .752 14.585 DS-Travis JUNCTION 0.00 212 .70 0 12 :32 0.000 13. 816 US-Travis JUNCTION 0.00 215 .61 0 12 :31 0 .000 13 .823 J3 JUNCTION 14.80 223 .58 0 12 :30 0 .606 13. 819 J2 JUNCTION 38.64 223.29 0 12 :30 1. 625 13. 212 DSCapps JUNCTION 0.00 193.28 0 12 :30 0.000 11. 585 USCapps JU NCTION 6.55 194.44 0 12 :30 0 .277 11. 585 Jl JUNCTION 81. 74 187 .98 0 12 :30 3 .984 11. 310 J-B2 J UNCTION 707 .92 707.92 0 12 :30 31. 638 31. 637 J -BP JUNCTION 0 .00 17 .81 0 12 :42 0 .000 3 .304 OF-POND! JUNCTION 0.00 368 .44 0 12 :38 0 .000 36.771 Pl-BarPnd-01 JUNCTION 0 .00 44 .06 0 12 :37 0 .000 0.872 MH-1 -2A JUNCTION 5 .77 57.28 0 12 :30 0 .247 4.235 MH-l -2B J UNCTION 0 .00 73 .34 0 17 :0 4 0 .000 7. 721 MH-1-3A JUNCTION 0 .00 485 .63 0 12 :55 0 .000 14.441 MH-1 -3B JUNCTION 0 .00 150 .34 0 12 :56 0 .000 14.160 MH-l -3C JUNCTION 0 .00 148 .87 0 12 :56 0 .000 14.164 p3.4 -1 JUNCTION 0 .00 0 .00 0 00 :00 0.000 0.000 P3.4 -2 J UNCTION 0 .00 0.00 0 00 :00 0.000 0.000 P3.4-3 JUNCTION 0 .00 0.00 0 00 :00 0 .000 0.000 PLUG JUNCTION 0.00 0.00 0 00 :00 0.000 0.000 OF-5300 OUTFALL 0.00 893.35 0 13 :11 0 .000 99.701 Ex-BarPnd STORAGE 92.41 92.41 0 12 :30 4 .176 4.175 Ex-WGPnd STORAGE 75 . 72 75 . 72 0 12 :30 3 .150 3.150 POND! STORAGE 168 .14 521. 72 0 12 :30 7 .244 73.603 POND2 STORAGE 1 1. 59 68 .63 0 12 :30 0.512 5.699 POND3 STORAGE 317 .41 373 .24 0 12 :55 14.165 17.394 POND4 STORAGE 56.09 56.09 0 12 :30 2 .363 3.394 ********************** Node Surcharge Summary SWMM 5-Prop Interim 110 Yea r Page 2 7 ********************** Surcharging occurs when water rises above the top o f the highest conduit . Node Type DS-Deacon JU NCTION Jl JUNCTION J -BP JUNCTION MH -l -2A JUNCTION MH-l-2B JU NCT ION MH -l -3B JUNCTION MH-l-3C JU NCTION PLUG JU NCTION POND2 STORAGE ********************* Node Flooding Summary ********************* No nodes were flooded . ********************** Storage Vo l ume Summary ********************** Storage Unit Ex-BarPnd Ex-WGPnd PONDl POND2 POND3 POND4 Average Volume 1 000 ft3 7 .328 1. 484 1210.662 479 .948 4 43.1 73 142.172 *********************** Outfall Loading Summary *********************** Outfall Node OF-5300 System ******************** Link Flow Summary ******************** Flow Freq . Pent . 98 .33 98 .33 Hours Surcharged 0 .01 0.14 3.93 1. 67 2.37 68.00 68.00 68.00 0 .50 Max. Height Above Crown Feet 1. 791 0 .288 2 .082 0 .605 1 .017 8 .295 6 . 727 0 .000 0 .135 Avg E&I Pent Pent Full Loss Maximum Volume 1 000 ft3 3 2 57 55 43 54 Avg. Flow CFS 83.81 83.81 0 0 0 0 0 0 Max . Flow CFS 893 .35 893 .35 97 .692 34.378 1797 .785 725. 636 760.575 186.340 Total Volume 10 A6 gal 99.701 99.701 Min. Depth Below Rim Feet 0 .919 1 .712 5 .418 1.105 1. 983 2.705 5.273 0.000 1 .505 Max Pent Full 35 52 85 83 73 71 Time of Max Occurrence days hr:min 0 12:37 0 12:30 0 12:41 0 13 :16 0 12 :51 0 12 :30 ----------------------------------------------------------------------------- Maximum Time of Max Maximum Max/ Max/ I Flow I Occurrence IVeloc l Full Full Link Type CFS days hr :min ft/sec Flow Depth ----------------------------------------------------------------------------- 1 CHANNEL 893.35 0 13 : 11 6.97 0.16 0.64 2 CHANNEL 893.36 0 13: 11 4 .63 1. 25 0 .64 3a CHANNEL 893.38 0 13: 11 4.08 0.61 0.64 2514-C CONDUIT 893.42 0 13: 11 6.20 0.54 1. 00 2514 -over CHANNEL 0.00 0 00 :00 0.00 0.00 0.00 3b CHANNEL 893.51 0 13 :1 0 6.74 0.85 0 .65 4 CHANNEL 893.83 0 13 :1 0 6.4 1 0.03 0. 65 SA CHANNEL 893.98 0 13:10 4.42 0.04 0 .46 RR-Cl CONDUIT 894.02 0 13 : 10 4 .90 0.53 0 .74 SWMM 5 -Prop Interim 1 10 Year Maximum Outflow CFS 61. 82 68 .65 421. 64 21. 73 485.63 46 .96 Pag e 28 RR-OVER CHANNEL 0 .00 0 00 :00 0 .00 0 .00 0 .00 SB CHANNEL 89 4 .05 0 13 :1 0 4 .42 0 .04 0 .46 6 CHANNEL 894 .67 0 13:09 5.43 0.01 0 . 4 6 7A CHANNEL 895 .90 0 13:08 3 .98 0.03 0 .46 ow-c CONDUIT 6 42 .07 0 12:46 23 .78 2 .09 1. 00 OW-OVER CHANNEL 326 .36 0 13:09 2 .43 0.35 0 .19 7B CHANNEL 896 .93 0 13 :07 4 .06 0 .03 0 .5 8 8 CHANNEL 8 17 .08 0 13:08 6 .2 1 0 .1 0 0 .58 9 CH ANNEL 489 .44 0 13:15 0 . 72 0.01 0 .58 1 0 CHANNEL 483.65 0 13: 11 0 .97 0 .02 0 .56 11 CHANNEL 485.95 0 13:05 1. 4 6 0.02 0 .54 1 2w CHANNEL 12 .58 0 12:26 0 .48 0 .00 0 .53 1 2m CHANNEL 497 .29 0 12:36 2 .40 0 .1 2 0 .75 12e CHANNEL 80 .41 0 12 :31 1. 20 0 .00 0 . 43 13w CHANNEL 8 .50 0 13 :00 0 .79 0 .00 0 . 26 1 3m CHANNEL 511 . 4 3 0 12 :36 3 .29 0 .05 0 .56 1 3e CHANNEL 114 . 08 0 12 :32 3 .50 0 .01 0 .30 14Aw CHANNEL 9 .11 0 12 :59 1. 03 0 .00 0 .20 14Am CHANNEL 5 16 .41 0 12:35 8 . 49 0.09 0 .71 14Ae CHANNEL 114 . 65 0 12:31 6 .18 0 .0 1 0 .31 Cain-Cw CONDUIT 37.10 0 12:45 7 .50 2 .98 0 .70 CAIN-Cm CO NDUIT 114 . 75 0 1 2 :24 8 .12 1.12 1. 00 Cain-Ce CONDUIT 55.41 0 12:32 8 .87 1 .94 0.99 CAIN-OVER CHANNEL 340 . 72 0 12 :34 2 .90 0 .05 0 .14 14Bw CHANNEL 423.60 0 12 :32 5 .06 0 .11 0.57 14Bm CHANNEL 127.12 0 12 :1 3 0 .61 0 .02 0 .89 14Be CHANNEL 85.59 0 12:12 1. 43 0 .00 0.54 1 5w CHANNEL 429.43 0 12 :30 2 .96 0 .06 0 .64 15m CHANNEL 6 7.1 8 0 12 : 14 0 .37 0 .01 0 .70 15e CHANNEL 116.55 0 12 :30 2 .82 0 .0 1 0 .55 16w CHANNEL 402.98 0 12:30 5 .36 0 .10 0 .50 1 6m CHANNEL 1. 67 0 12 :29 0 .05 0 .00 0 .41 16e CHANNEL 11 2 . 3 1 0 12:30 1. 70 0 .01 0.43 17w CHANNEL 357 .5 4 0 12 :41 5 .02 0 .03 0 .38 POND1-conx2 CO NDUIT 98 . 67 0 1 2 :17 8 .2 4 0 .24 1. 00 PONDl-conx CONDUIT 141.50 0 12 :10 7 .86 0.22 1. 00 Deacon-C CONDUIT 220 .63 0 12 :32 6 .49 0 .94 1. 00 C-C2 CHANNEL 2 12.23 0 12 :32 4 .08 0 .28 0.66 Travis-C CONDUIT 212 .70 0 1 2 :32 7 .37 1 .29 1. 00 C-Cl CHANNEL 2 15.61 0 12 :31 3 .37 0 .37 0 .68 B-B2 CHANNEL 2 10 .62 0 1 2 :30 3 .32 0 .24 0. 71 B-Bl CHANNEL 187.94 0 1 2 :30 4.44 0 .21 0.54 Capps-C CONDUIT 193 .28 0 12 :30 8 .81 0 .88 0 .71 SecA-A CHANNEL 187.9 9 0 12 :30 2 .24 0 .91 0 .82 P2 CONDUIT 44 .11 0 12:37 6 . 49 0 .81 0 .92 Pl CONDUIT 17 .77 0 12 :42 5 .66 1. 01 1. 00 R-A4 CONDUIT 603.52 0 12 :32 2 .04 0 .20 0 .71 EQ-6800w CONDUIT 0 .77 0 13 :08 0 .11 0 .00 0 .01 EQ-6800e CONDUIT 0.00 0 00 :00 0 .00 0 .00 0 .00 EQ-6896w CONDUIT 0.00 0 00 :0 0 0 .00 0 .00 0 .00 EQ-6896e CONDUIT 0.00 0 00 :00 0 .00 0 .00 0 .00 EQ-DS-Cainw CONDUIT 140.16 0 12:30 2 .19 0 .02 0 .36 EQ-DS-Caine CONDUIT 60 .4 5 0 12:31 1.18 0 .01 0 .36 EQ-US-CainW CONDUIT 390 .4 7 0 12:32 3 .28 0.05 0 .47 EQ-US-Caine CONDUIT 41 .43 0 12 :20 1. 04 0.01 0 .47 EQ-6983w CONDUIT 0 .00 0 00 :00 0 .00 0 .00 0.00 EQ-6983e CONDUIT 35 .13 0 12 :30 0 .28 0 .00 0 .31 EQ-7229w CON DUIT 57 .16 0 1 2 :30 1. 98 0 .01 0 .05 EQ-7229e CONDUIT 0 .00 0 00 :00 0 .00 0 .00 0.00 EQ-7431w CONDUIT 0 .00 0 00 :00 0 .00 0 .00 0 .00 EQ-7431e CONDUIT 0 .00 0 00 :00 0 .00 0.00 0 .00 Pl.2-a CONDUIT 242 .1 7 0 00 :0 0 20.89 0.43 1. 00 Pl .2 -b CONDUIT 54 .02 0 12 :34 3 .82 1. 82 1. 00 Pl .2 -c CONDUIT 57.07 0 12:30 4 .78 0.15 1. 00 P-l.3A CONDUIT 150 .34 0 12:56 5 .98 9 .21 1. 00 P-1. 3B CONDUIT 148 .87 0 12 : 56 5 .92 16 .39 1. 00 P-1. 3C CONDUIT 149.1 9 0 12 :55 5 .94 15 .58 1. 00 P3 .4 -a CO ND UIT 0.00 0 00 :0 0 0 .00 0 .00 0 . 26 P3.4-b CONDUIT 0 .00 0 00 :00 0 .00 0 .00 0 .00 P3. 4 -c CONDUIT 0.00 0 00:00 0.00 0 .00 0 .00 Regl ORIFI CE 17.81 0 12:42 1. 00 WG-We ir WEIR 68.65 0 12:31 0 .67 Pl-Brk-Weir WEIR 44.06 0 1 2 :37 0 .1 6 Capps-OV WEIR 0.00 0 00 :00 0 .00 WPl.STAGEl WEIR 148.90 0 12 :38 1. 00 SWMM 5 -Prop In te rim 110 Year Page 29 WP1 .STAG E2 WE I R 219.6 4 0 12 :39 1. 00 WP 3A WEIR 485 .63 0 12 :5 5 0.64 WP 4 a WEIR 28 .69 0 12 : 14 1. 00 WP 4b WEI R 20.35 0 12 :30 0 .23 WP1 -STAG E3 WEIR 0.0 3 0 12 :41 0 .00 W3bl WE I R 0 .00 0 00 :00 0.00 WPl-EMERG WEI R 0.00 0 00 :00 0 .00 *************************** Fl ow Cl a s sification Summar y *************************** ----------------------------------------------------------------------------------------- Ad j usted Fraction o f Time in F low Cla ss Avg . Avg. /Actual Up Down S u b Sup Up Do wn Fro ude Fl o w Co ndu it Le n gth Dr y Dry Dry Crit Cri t Cri t Cr i t Number Ch an g e ----------------------------------------------------------------------------------------- 1 1. 00 0 .0 1 0 .00 0 .00 0.94 0.05 0 .00 0 .00 0 .60 0 .0000 2 1. 00 0 .01 0.00 0.00 0.98 0.00 0 .00 0 .00 0 .36 0 .0000 3a 1. 00 0 .01 0 .00 0.00 0 .99 0.00 0 .00 0 .00 0 .28 0 .0000 2514 -C 1. 00 0 .0 1 0 .00 0 .00 0 .99 0.00 0 .00 0 .00 0 .08 0 .0000 2514 -ove r 1. 00 1. 00 0 .00 0.00 0.00 0.00 0 .00 0 .00 0 .00 0 .0000 3b 1. 00 0 .0 1 0 .00 0.00 0 .30 0 .69 0 .00 0 .00 1. 59 0 .0 0 00 4 1. 00 0 .0 1 0 .00 0.00 0.93 0 .06 0 .00 0 .00 0 .77 0 .0000 SA 1. 00 0 .0 1 0 .00 0.00 0 .99 0 .00 0.00 0 .00 0 .1 1 0 .0000 RR -Cl 1. 00 0 .0 1 0 .00 0 .00 0 .99 0.00 0 .00 0 .00 0 .25 0 .0000 RR -OVER 1. 00 1. 00 0 .00 0 .00 0 .00 0.00 0.00 0 .00 0 .00 0 .0000 SB 1. 00 0 .0 1 0 .00 0 .00 0 .99 0 .00 0 .00 0 .00 0 .27 0 .0000 6 1. 00 0 .0 1 0.00 0 .00 0.99 0 .00 0.0 0 0 .00 0 .5 5 0 .0000 7 A 1. 00 0 .0 1 0.00 0.00 0 .99 0 .00 0 .00 0 .00 0 .37 0 .0000 ow-c 1. 00 0 .0 1 0.0 0 0.00 0 .98 0 .0 1 0.00 0 .00 0 .57 0 .0 00 1 OW-OV ER 1. 00 0 . 96 0 .00 0 .00 0 .00 0.00 0 .00 0 .04 0 .03 0 .0000 7 B 1. 00 0 .0 1 0 .00 0.00 0 .9 9 0.00 0 .00 0.00 0 .36 0 .00 00 8 1. 00 0 .0 1 0 .00 0.00 0 .99 0 .0 1 0 .00 0.00 0 .36 0.0000 9 1. 00 0 .0 1 0 .0 1 0.00 0 .98 0 .00 0 .00 0 .00 0 .04 0 .0000 10 1. 00 0 .02 0 .00 0.00 0.98 0.00 0 .00 0 .00 0 .1 5 0 .0000 11 1. 00 0 .0 1 0 .00 0 .00 0 .98 0 .0 1 0 .00 0 .00 0 .21 0 .0000 12w 1. 00 0 .0 1 0 .00 0.00 0 .99 0 .00 0 .00 0 .00 0 .1 0 0 .0000 12m 1. 00 0 .0 1 0.00 0.00 0.98 0.00 0 .00 0 .00 0 .24 0 .0000 12 e 1. 00 0 .0 1 0 .00 0.00 0 .98 0 .0 1 0 .00 0 .00 0 .04 0 .0000 13w 1. 00 0 .0 1 0 .00 0 .00 0 .99 0 .00 0 .00 0 .00 0 .25 0 .0 000 13m 1. 00 0 .02 0 .00 0 .00 0 .98 0 .00 0 .00 0 .00 0 .31 0 .0000 13 e 1. 00 0 .0 1 0 .00 0.00 0.99 0.0 0 0 .00 0 .00 0 .51 0 .0000 l 4Aw 1. 00 0 .0 1 0 .00 0 .00 0 .99 0 .00 0 .00 0 .00 0 .05 0 .0000 1 4Am 1. 00 0 .02 0 .00 0 .00 0.50 0 .48 0 .00 0 .00 0 .97 0 .0001 1 4Ae 1. 00 0 .0 1 0 .00 0 .00 0 .98 0 .0 1 0 .00 0 .00 0 .51 0 .0000 Cain -Cw 1. 00 0 .0 1 0 .00 0.00 0.8 4 0 .1 5 0 .00 0 .00 0 . 61 0 .0000 CAIN -Cm 1. 00 0 .02 0 .29 0.00 0 .69 0 .00 0 .00 0 .00 0 .1 0 0 .0002 Ca in-Ce 1. 00 0 .0 1 0 .07 0.00 0 .92 0.0 0 0 .00 0 .00 0 .24 0 .0000 CAIN -OV ER 1. 00 0 .9 1 0 .00 0.00 0 .00 0 .00 0 .00 0 .09 0 .06 0 .0000 1 4 Bw 1. 00 0 .0 1 0 .00 0.00 0 .99 0 .0 0 0 .00 0 .00 0 .1 6 0 .0000 1 4 Bm 1. 00 0 .07 0 .04 0.00 0.6 3 0 .2 7 0 .00 0 .00 1.1 8 0 .0000 1 4 Be 1. 00 0 .0 1 0 .00 0.00 0 .53 0 .4 7 0 .00 0 .00 1. 77 0.0000 15w 1. 00 0 .01 0 .00 0.00 0 .99 0.00 0 .00 0 .00 0 .32 0.0000 15m 1. 0 0 0 .1 0 0 .0 5 0.00 0 .8 5 0 .0 0 0 .00 0 .00 0 .1 0 0 .0000 15e 1. 00 0 .0 1 0 .00 0.00 0.99 0.00 0 .00 0.00 0.4 7 0 .0000 1 6w 1. 00 0 .00 0 .00 0 .00 0 .9 4 0 .06 0 .00 0 .00 0 .49 0 .0000 16m 1. 00 0 .1 5 0 .02 0.00 0 .82 0.00 0 .00 0.00 0 .11 0 .0000 1 6 e 1. 00 0 .0 1 0.00 0 .00 0.99 0 .00 0 .00 0 .00 0 .33 0.0000 17w 1. 00 0 .00 0 .00 0.00 0.99 0 .0 1 0 .00 0.00 0 .29 0 .0000 PO ND1 -con x2 1. 00 0 .00 0 .00 0 .00 1. 00 0 .00 0 .00 0.00 0 .24 0 .0003 PONDl -con x 1. 00 0 .00 0.00 0 .00 1. 00 0 .00 0 .00 0 .00 0 .14 0.0006 Dea con -C 1. 00 0 .0 1 0 .00 0 .00 0 .5 4 0 .00 0 .00 0 . 45 0 .37 0 .0014 C-C2 1. 00 0 .0 1 0 .0 1 0 .00 0.99 0 .00 0 .00 0 .00 0 .22 0 .0000 Trav is-C 1. 00 0 .0 1 0 .00 0 .00 0.99 0 .00 0 .00 0 .00 0 .48 0 .000 1 C-Cl 1. 00 0 .0 1 0.00 0 .00 0.99 0 .00 0 .00 0 .00 0 .20 0 .0000 B-B2 1. 00 0.0 1 0 .00 0 .00 0.99 0.00 0 .00 0 .00 0 .18 0 .0000 B-B l 1. 00 0 .0 1 0 .00 0 .00 0 .99 0 .00 0 .00 0.00 0 .30 0 .0000 Capp s -C 1. 00 0 .0 1 0 .00 0 .00 0 .5 1 0 .4 8 0 .00 0.00 0 .75 0 .0000 Se cA-A 1. 00 0.0 1 0 .00 0.00 0.99 0 .00 0 .00 0.00 0 .06 0 .0 000 P2 1. 00 0 .0 1 0 .83 0.00 0 .16 0 .00 0 .00 0.00 0 .02 0 .0000 P l 1. 00 0.0 1 0 .10 0.00 0 .89 0 .00 0 .00 0 .00 0 .11 0 .0000 R-A4 1. 00 0 .0 1 0 .00 0 .00 0 .99 0 .00 0 .00 0 .00 0 .03 0 .0000 EQ -6800w 1. 00 0 .99 0 .0 1 0.00 0 .00 0 .00 0 .01 0.00 0 .00 0 .0000 SWMM 5 -Prop Interim 1 10 Year Page 30 EQ-6800e 1. 00 1. 00 0 .00 0 .00 0 .00 0.00 0 .00 0 .00 0.00 0 .0000 EQ-6896w 1. 00 1. 00 0 .00 0 .00 0 .00 0.00 0 .00 0 .00 0.00 0 .0000 EQ-6896e 1. 00 1. 00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .0000 EQ-DS-Cainw 1. 00 0 .01 0 .01 0 .00 0.07 0.00 0 .92 0 .00 0 .19 0 .0000 EQ-DS-Caine 1. 00 0 .92 0 .00 0 .00 0.07 0 .00 0.00 0 .01 0.01 0.0000 EQ-US-CainW 1. 00 0 .65 0 .00 0 .00 0.10 0.00 0 .00 0 .25 0.23 0.0000 EQ-US-Caine 1. 00 0 .89 0 .00 0 .00 0 .1 0 0.00 0.00 0 .00 0 .00 0 .0000 EQ-6983w 1. 00 1. 00 0 .00 0.00 0 .00 0.00 0 .00 0 .00 0 .00 0.0000 EQ-6983e 1. 00 0 .91 0 .00 0 .00 0 .09 0.00 0 .00 0 .00 0 .00 0.0000 EQ-7229w 1. 00 0 .97 0 .00 0 .00 0 .00 0 .00 0.00 0 .03 0 .02 0 .0000 EQ-7229e 1. 00 1. 00 0.00 0 .00 0 .00 0.00 0 .00 0.00 0.00 0.0000 EQ-743lw 1. 00 1. 00 0.00 0 .00 0.00 0.00 0 .00 0 .00 0 .00 0.0000 EQ-743le 1. 00 1. 00 0 .00 0 .00 0.00 0 .00 0 .00 0 .00 0 .00 0 .0000 Pl.2-a 1. 00 0 .00 0 .00 0 .00 1. 00 0.00 0 .00 0 .00 0.07 0.0012 Pl.2-b 1. 00 0 .00 0 .00 0 .00 1. 00 0.00 0.00 0 .00 0 .07 0. 0011 Pl .2-c 1. 00 0 .01 0 .00 0 .00 0.49 0 .07 0.02 0 .41 1. 34 0.0001 P-l.3A 1. 00 0 .00 0 .00 0 .00 1. 00 0.00 0.00 0 .00 0 .00 0.0052 P-l.3B 1. 00 0 .00 0 .00 0 .00 1. 00 0.00 0.00 0 .00 0 .00 0.0015 P-l.3C 1. 00 0 .00 0 .00 0 .00 1. 00 0 .00 0.00 0 .00 0 .00 0 .0037 P3.4 -a 1. 00 0 .90 0 .10 0 .00 0 .00 0.00 0 .00 0.00 0.00 0.0000 P3.4-b 1. 00 1. 00 0 .00 0 .00 0 .00 0.00 0 .00 0 .00 0 .00 0.0000 P3 .4-c 1. 00 1. 00 0 .00 0 .00 0.00 0.00 0 .00 0 .00 0 .00 0 .0000 ************************* Conduit Surcharge Summary ************************* ---------------------------------------------------------------------------- Hours Hours ---------Hours Fu ll --------Above Full Capaci ty Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------- 2 0 .01 0 .01 0 .0 1 0 .96 0.01 2514 -C 0 .91 0 .91 0 .91 2 .33 0 .41 RR -Cl 0 .01 0 .01 0.01 0.44 0.01 ow-c 4 .27 4 .27 4.27 9.16 4.00 Cain-Cw 0 .01 0 .01 0 .01 2.84 0.01 CAIN-Cm 3 .62 3 .62 3 .62 6.87 3.62 Cain-Ce 0 .0 1 0 .01 0 .01 4.31 0 .01 POND1-conx2 0.78 0 . 78 0.79 0 .01 0.01 PONDl-conx 1. 77 1. 77 1. 79 0 .01 0 .01 Deacon-C 0 .01 0 .01 0.01 1. 59 0.01 Travis-C 0.63 0 .63 0.63 1. 88 0.63 Capps-C 0 .01 0 .01 0.01 1.26 0.01 Pl 3 .93 3 .93 3.93 0 .63 0.63 Pl.2-a 2 .37 2 .37 2 .37 0.01 0.01 Pl.2 -b 1. 94 1. 94 1. 94 3 .0 8 0.01 Pl.2 -c 0 .50 0 .50 0.50 0.01 0.01 P-l .3A 68 .00 68 .00 68.00 12.42 14.59 P-l.3B 68 .00 68 .00 68.00 16. 71 14.78 P-l.3C 68 .00 68 .00 68.00 16.54 15 .58 Analysis begun on: Wed Jan 14 1 4 :23 :1 3 2015 Analysis ended on : Wed Jan 14 14 :23 :53 2015 Total elapsed time: 00:00 :40 SWMM 5 -Prop Interim 1 10 Year Page 31 EPA STORM WATER MANAG EMENT MODEL -VERSION 5.0 (Build 5 .0.022) ********************************************************* NOTE : The summary statistics displayed in this report are based on r e sults found at e v ery computational time step, not just on results from each reporting t i me step. ********************************************************* **************** Analysis Options **************** Flow Units ............... CFS Process Models : Rainfall/Runoff ........ YES Snowme l t . . . . . . . . . . . . . . . NO Groundwa t er ............ NO Flow Rout i ng ........... YES Ponding Al lowed ........ YES Water Quality .......... NO Infiltration Method ...... CURVE NUMBER Flow Routi n g Method ...... DYNWAVE Starting Date ............ JAN-01-20 11 00 :00 :00 Ending Date .............. JAN-03-20 1 1 20 :00:00 Antecedent Dry Days ...... 0 .0 Rep ort Time Step ......... 00 :00:01 Wet Time Step ............ 00 : 01 : 00 Dry Time Step . . . . . . . . . . . . 01 : 00: 00 Routing Time Step ........ 1.00 sec WARNING 04 : minimum elevatio n drop used for Condui t 2 WARNING 04 : minimum elevation drop used for Condui t 3a WARNING 04 : minimum elevation drop used for Condui t 2514-over WARNING 05 : minimum slope used for Conduit 2514 -over WARNING 04 : minimum elevation drop used for Condui t 3b WARNING 04 : minimum elevation drop used for Condu it RR-OVER WARNING 04 : minimum elevation drop used for Condui t OW-OVER WARNING 04 : minimum e l evation drop used for Conduit CAIN-OVER WARNING 04 : minimum e l evation drop used for Conduit P-1.3A WARNING 04 : minimum elevation drop used for Conduit P-1.3B WARNING 05 : minimum s l ope used for Conduit P-1. 3B WARNING 04 : minimum e l evation drop used for Conduit P-l.3C WARNING 02 : maximum depth increased for Node Pl -BarPnd-01 WARNING 02 : maximum depth increased ************* Element Coun t ************* Number of rain gages ...... Number of subcatchments ... Number of nodes ........... Number of links " .......... Number of pollutants ...... Number of land uses **************** Raingage Summary **************** ....... 1 35 67 91 0 0 SWMM 5 -Prop Interim 1 25 Yea r for Node MH -1-3A Page 1 Data Recording Name Data Source Type Interval ------------------------------------------------------------- Gage 2 5-Yr CUMULATIVE 30 min. ******************** Subcatchrnent Summary ******************** Name Area Width %Imperv %Slope Rain Gage Outlet ------------------------------------------------------------------------------------------------------- Al 13 .51 5884 .96 79 .00 1 .0000 Gage Jl A2 11. 22 977 .49 0 .00 1.0000 Gage Jl A3 13 .56 1968 .91 25.00 1.1000 Gage Ex -BarPnd A4 15 .32 1906 .68 13.00 2.0000 Gage Ex -BarPnd Bl 19 .42 8459 .35 43 .00 2.0000 Gage Ex -WGPnd Cl 13 .72 11952 . 90 47.00 1 .0000 Gage 743le C2 2 .18 4748 .04 0 .00 2.0000 Gage 743le C3 6 .74 4697 .51 0 .00 2.0000 Gage 743le Dl 3 .69 3214 .73 78 .00 1.0000 Gage OF -Site El 2 .59 37 6 . 07 0.00 2.0000 Gage PONDl E2 13 .56 1968 .91 1. 00 1.5000 Gage POND3 E3 3 .91 567 .73 0 .00 1.5000 Gage POND3 E4 26 .93 3910 .24 8 .00 0.7000 Gage POND3 Fl 31 .03 6758 .33 6 .00 0.5000 Gage 7229w F2 4 .51 3929.00 60 .00 0.5000 Gage 7229e F3 34 .49 7511.92 11. 00 1.2000 Gage DS -CAINw F4 104 .37 15154.52 0 .00 1.0000 Gage J -B2 FS 117 . 08 34000 .00 9 .00 1.4000 Gage J -B2 F6 75 .73 16493 .99 24 .00 1 .0000 Gage 5800 Gl 7 .16 7797 .00 16 .00 1.0000 Gage 743le Pl 1. 53 1332 .94 67 .00 2.0000 Gage USCapps P2 9 .11 6613.86 62 .00 2.0000 Gage J2 P3 3 .63 2635 .38 42 .00 2.0000 Gage J3 P4 4 .27 3100 .02 58 .00 2 .0000 Gage USDeacon PS 11. 67 3765 .52 70 .00 2.0000 Gage PONDl P6 15 .76 11442 . 00 72 . 00 2.0000 Gage PONDl P7 16 .93 6145 .59 52 .00 2.0000 Gage POND3 PB 26 .05 15129.84 37 .00 2 .0000 Gage POND3 pg 9 .44 5874.38 92 .00 2.0000 Gage PONDl PlO 2 .58 22476.96 98 .00 2.0000 Gage POND2 Pll 1. 33 926. 96 75.00 2 .0000 Gage MH-1 -2A P12 3 .25 2831 .40 91 .00 2.0000 Gage OF -Site Pl3 13 .51 5117.35 56 .00 2 .0000 Gage POND4 P14 6 .24 5436 .29 59 .00 2.0000 Gage OF-Site P15 2 .83 2465 .00 98 .00 5.0000 Gage POND3 ************ Node Summary ************ Invert Max. Ponded External Name Type Elev . Depth Area Infl ow ------------------------------------------------------------------------------ 5400 JUNCTION 280 .95 10.05 0 .0 5431 JUNCTION 280 .95 10.18 0 .0 DS-2514 JUNCTION 280.95 12.44 0 .0 US-2514 JUNCTION 281. 82 11 . 57 0 .0 5646 JUNCTION 281. 82 10.18 0 .0 5667 JUNCTION 282.10 13.41 0 .0 DS-RR JUNCTION 282 .35 13.41 0 .0 US-RR JUNCTION 282.46 13.41 0 .0 5714 JUNCTION 282.59 13.41 0 .0 5750 JUNCTION 283.19 12 .81 0 .0 DS-OW JUNCTION 283.26 12 .09 0.0 us-ow JUNCTION 283.84 12.09 0.0 5800 JUNCTION 283.91 12.09 0 .0 6000 JUNCTION 283.95 12.05 0.0 6200 JUNCTION 284 .49 11. 51 0.0 6400 JUNCTION 285 .03 10.97 0.0 6600 JUNCTION 285 .56 10 .44 0.0 6800w JUNCTION 289.00 7 .00 0 .0 6800m JUNCTION 286 .10 9 .65 0 .0 6800e JUNCTION 2 88 .00 9 .80 0 .0 6896w JUNCTION 289.80 8.10 0.0 SWMM 5 -Prop Interim 1 25 Year Page 2 6896m JUNCTION 286.40 1 1. 4S 0 .0 6896e JUNCTION 288 .10 9 .70 0 .0 OS -CAINw JUNCTION 289 .8S 6 .10 0 .0 OS -CAI Nm JUNCTION 286.66 11. 64 0 .0 OS -Caine JUNCTION 288.13 9 .30 0 .0 US -CAINw JUNCTION 289 .90 6 .10 0 .0 US-CAINm JUNCTION 287 .Sl 10 .79 0 .0 US -Caine JU NCTION 288 .32 9 .30 0 .0 6983w JUNCTION 289.9S 7 .0S 0 .0 6983m JUNCTION 287.88 9 .07 0.0 6983e JUNCTION 288 .SO 9 .30 0 .0 7229w JUNCTION 291. 90 s . 40 0 .1 7229m JUNCTION 289 .79 7 .66 0 .0 7229e JUNCTION 289 .80 7 .70 0 .0 OF -Site JUNCTION 292 .70 9 .83 0 .0 743lm JUNCTION 293 .30 S.6S 0 .0 743le JUNCTION 291 .10 6.90 0 .0 OS -Deacon JUNCTION 294 .94 7 .02 100 .0 US Deacon JUNCTION 29S .4S 6.SS 100 .0 OS -Travis JUNCTION 29S.79 6 .00 100 .0 US-Travis JU NCTION 29S .94 10.00 100 .0 J3 JU NCTION 296 .69 6 .00 0.0 J2 JUNCT I ON 298 .07 4 .80 0 .0 DSCapps JUNCTION 301. 37 S.67 0.0 USCapps JUNCTION 301 .S8 S .67 100 .0 Jl JUNCTION 302 .12 6.00 100 .0 J -B2 JUNCTION 301 .SO 7 .00 0 .0 J-BP JUNCTION 30S .60 9 .SO 0 .0 OF-PONDl JUNCTION 294 .98 13 .SO 0 .1 Pl -BarPnd-0 1 JUNCTION 306 .00 9 . 40 20 .0 MH-l-2A JUNCTION 29S .19 4 .81 16 .0 MH-1-2B JUNCTION 29S .OO 6 .00 16 .0 MH-l-3A JUNCTION 289 .00 17 .00 200 .0 MH-l-3B JUNCTION 289 .00 lS .00 144 . 0 MH -l-3C JU NCTION 289 .00 16 .00 144 .0 p3 .4-1 JUNCTION 301 .00 17 .20 0.0 P3 .4-2 JUNCTION 297 .20 2 .SO 0 .0 P3 .4 -3 JUNCTION 296 .32 2 .00 0.0 PLUG JUNCTION 600 .00 0 .00 0 .0 OF -S300 OUT FALL 280 .63 10 .0S 0.0 Ex -BarPnd STORAGE 30S .60 9 .40 0.0 Ex -WGPnd STORAGE 304.37 3 .70 0 .0 PONDl STORAGE 287 .00 13 .50 0.0 POND2 STORAGE 289 .00 11. 40 0.0 POND3 STORAGE 287 .00 17 .00 0 .0 POND4 STORAGE 288 .00 10 .00 0.0 ************ Link SUiruna r y ************ Name From No d e To Node Type Length %Slope Roughness ------------------------------------------------------------------------------------------ 1 S400 OF -S300 CONDUIT 100.0 0 .3200 0.0200 2 S431 S400 CONDUIT 31. 0 0.0032 0 .0200 3a DS-2Sl4 S 4 31 CONDUIT 26. 0 0.0038 0 .0200 2514-C US-2Sl4 DS -2S14 CONDUIT 174.0 o.sooo 0 .0130 2514-over US-2S14 DS -2S l 4 CONDUIT 174 .0 0.0010 0 .0130 3b S646 US-2Sl4 CONDUIT so.o 0.0020 0.0200 4 S667 S646 CONDUIT 21. 0 l.333S 0.0200 SA DS-RR S667 CONDUIT 30.0 1.2168 0 .0400 RR-Cl US-RR DS -RR CONDUIT 12.0 0.9167 0 .0400 RR -OVER US -RR DS -RR CONDUIT 12.0 0.0083 0.0200 SB S714 US -RR CONDUIT lS.O l.26S4 0.0400 6 S7SO S714 CONDUIT 36.0 2.1338 0.0400 7A DS-OW S7SO CONDUIT 30.0 0.2333 0.0400 ow-c us-ow DS -OW CONDUIT 40.0 1. 4S02 0 . 0130 OW-OVER us-ow DS-OW CONDUIT 40.0 0.002S 0 . 0130 7B S800 us -ow CONDUIT so.o 0.1400 0.0400 8 6000 S800 CONDUIT 200.0 0.0200 0.0400 9 6200 6000 CONDUIT 200.0 0.4806 0 .0400 10 6400 6200 CONDUIT 200.0 0.3429 0.0400 11 6600 6400 CONDUIT 200.0 0.26SO 0.0400 12w 6800w 6600 CONDUIT 316.0 1.0887 0.0300 12m 6800m 6600 CONDUIT 199 .0 0.2714 0.0300 SWMM 5 -Prop Interim 1 25 Year Page 3 12e 6800e 6600 CONDUIT 490 .0 0 .4980 0.0300 13w 6896w 6800w CONDUIT 426 .0 0.1878 0.0300 13m 6896m 6800m CONDUIT 96 .0 0 .3125 0.0300 13e 6896e 6800e CONDUIT 30 .0 0 .3333 0 .0300 14Aw DS -CAINw 6896w CONDUIT 27 .0 0.1852 0 .0300 14Am DS -CAINm 6896m CONDUIT 30 .0 0.8667 0 .0300 14Ae DS -Caine 6896e CONDUIT 30 .0 0.1000 0.0300 Cain-Cw US-CAINw DS -CAINw CONDUIT 50.0 0 .1000 0 .0220 CAIN-Cm US -CAINm DS-CAINm CONDUIT 50.0 1 .7002 0 .0220 Cain-Ce US -Caine DS-Caine CONDUIT 36.0 0 .5278 0.0220 CAIN-OVER US -CAINm DS -CAINm CONDUIT 50 .0 0 .0020 0 . 0130 14Bw 6983w US-CAINw CONDUIT 30 .0 0 .1667 0 .0300 14Bm 6983m US-CAINm CO NDUIT 30.0 1. 2334 0 .0300 14Be 6983e US-Caine CONDUIT 32.0 0 .5625 0 .0300 15w 7229w 6983w CONDUIT 182.0 1 . 0715 0.0300 15m 7229m 6983m CONDUIT 223.0 0 .8565 0 .0300 15e 7229e 6983e CONDUIT 221. 0 0 .5882 0 .0300 16w OF-Site 7229w CONDUIT 273 .0 0.2930 0 .0300 16m 7431m 7229m CONDUIT 202.0 4 .3307 0 .0300 16e 7431e 7229e CONDUIT 177.0 0 .7345 0 .0300 17w OF-PONDl OF-Site CONDUIT 484.0 0 .4711 0 .0300 POND1 -conx2 DS -Deacon PONDl CO NDUIT 70.0 8 .5164 0 . 0130 PONDl-conx DS-Deacon PONDl CONDUIT 70.0 8 .5164 0 .0120 Deacon-C US Deacon DS-Deacon CONDUIT 68.0 0.2941 0 . 0130 C-C2 DS-Travis US Deacon CONDUIT 110. 0 0 .3400 0 .0300 Travis-C US-Travis DS-Travis CONDUIT 50.0 0 .3000 0 .0130 C-Cl J3 US-Travis CONDUIT 400.0 0 .2063 0 .0300 B-B2 J2 J3 CONDUIT 275.0 0 .5370 0 .0300 B-Bl DSCapps J2 CONDUIT 625 .0 0 .5650 0 .0300 Capps -C USCapps DSCapps CONDUIT 47.0 0 .4468 0 .0120 SecA-A Jl USCapps CONDUIT 115.0 0 .5447 0.3000 P2 Pl -BarPnd-01 Jl CONDUIT 580 .0 0 .6690 0 .0130 Pl J -BP Jl CONDUIT 580.0 0 .6000 0 .0130 R-A4 J-B2 6000 CONDUIT 3500.0 0 .5014 0 .0500 EQ-6800w 6800w 6800m CONDUIT 30.0 0 .1667 0 .0100 EQ-6800e 6800e 6800m CONDUIT 30.0 0 .1667 0.0100 EQ-6896w 6896w 6896m CONDUIT 30.0 0 .1667 0 .0100 EQ-6896e 6896e 6896m CONDUIT 30 .0 0 .1667 0.0100 EQ-DS-Cainw DS-CAINm DS-CAINw CONDUIT 30.0 0 .1667 0.0100 EQ-DS -Caine DS -Caine DS-CAINm CONDUIT 30.0 0.1667 0.0100 EQ-US -CainW US -CAINw US -CAINm CONDUIT 30 .0 0 .1667 0.0100 EQ-US -Caine US -Caine US-CAINm CONDUIT 30 .0 0.1667 0 .0100 EQ-6983w 6983w 6983m CONDUIT 30 .0 0 .1667 0.0100 EQ-6983e 6983m 6983e CONDUIT 30.0 0 .1667 0.0100 EQ-7229w 7229w 7229m CONDUIT 30 .0 0 .1667 0.0100 EQ-7229e 7229e 7229m CONDUIT 30 .0 0 .1667 0.0100 EQ-743lw OF -Site 743lm CONDUIT 30.0 0 .1667 0.0100 EQ-7431e 7431e 7431m CONDUIT 30 .0 0.1667 0.0100 Pl. 2 -a MH-1-2B PONDl CONDUIT 34.0 17.9284 0.0130 Pl. 2-b MH -1-2A MH-1-2B CONDUIT 382.0 0.0497 0.0130 Pl. 2 -c POND2 MH-1-2A CONDUIT 6 .0 7.8575 0.0130 P-1.3A MH-1-3A MH-1-3B CONDUIT 31. 0 0.0032 0 . 0130 P -1. 3B MH-1-3B MH-1-3C CONDUIT 418 .0 0.0010 0. 0130 P-1. 3C MH -l-3C PONDl CONDUIT 90.0 0. 0011 0 .0130 P3.4 -a P3 .4-3 POND4 CONDUIT 45 .0 2.9346 0.0300 P3.4-b P3 .4-2 P3 .4-3 CONDUIT 30.0 2.9346 0.0300 P3.4-c p3 .4-1 P3 .4-2 CONDUIT 18.0 21.5979 0.0500 Regl Ex-BarPnd J-BP ORI F ICE WG-Weir Ex-WGPnd Jl WEIR Pl-Brk-Weir Ex -BarPnd Pl-BarPnd-01 WEIR Capps -OV USCapps DSCapps WEIR WPl.STAGEl PONDl OF-PONDl WE IR WPl . STAGE2 PONDl OF-PONDl WE IR WP3A POND3 MH-1-3A WEIR WP4a POND4 OF-Site WE IR WP4b POND4 OF-Site WEIR WP1-STAGE3 PONDl OF-PONDl WEIR W3bl POND3 p3 .4-1 WEIR WPl-EMERG PONDl OF-PONDl WEIR ********************* Cross Section Summary ********************* Full Full Hy d . Max . No. of Full S WMM 5 -Prop Interim 1 25 Year Page4 Conduit Shape Depth Area Rad . Width Barrels Flow --------------------------------------------------------------------------------------- 1 S400 10.0S 1409.78 0 .94 873.00 1 S672 . 66 2 S431 10.0S 1S2S .98 1.17 947 .00 1 714.94 3a S646 10 .18 2S89 .24 1. 36 lOlS.00 1 146S.13 2Sl4-C RECT CLOSED 6.00 48 .00 1. 71 8.00 3 SSS. 72 2Sl4 -over 2Sl4=ovERFLOW 1. 49 8S8 .82 0.84 lOlS .00 1 276.97 3b S646 10.18 2S89 .24 1. 36 lOlS .00 1 10S6.S2 4 S667 9 .90 3189 .8S 1. 4S 1338.00 1 34994.02 SA S714 13.41 3616 .00 2. 46 1474 .00 1 22341.11 RR -Cl RECT CLOSED 8.33 122 .87 2 .66 14. 7S 2 839.38 RR -OVER RR -OVER o.so 381. so 0 .26 1474.00 1 104.81 SB S714 13.41 3616 .00 2. 46 1474.00 1 22783.62 6 5750 12 .81 11160 .65 3 .34 2333.00 1 119683 .2 7 7A S800 12.09 9649 .48 2 .80 2260.00 1 34433 .12 ow-c RECT CLOSED 3.00 9 .00 0 .7S 3.00 3 102.27 OW -OVER OW-OVER 2.00 lSOS .00 1.11 13S2.00 1 921. 41 7B S800 12.09 9649 .48 2 .80 2260.00 1 26671. 76 8 6000 12.0S 77S6 .SS 2 .87 1872. 00 1 822S.77 9 6200 1 1. Sl 7606 .77 4 .12 1880.00 1 3772S . 10 1 0 6400 10.97 7404 .84 3 .19 1746 .00 1 30966.30 11 6600 10 .44 7087 .74 2 .69 1900.00 1 26239 .30 1 2w 6800w 7.00 2791. 96 2 .07 1114. 00 1 23466 .67 12m 6800m 6 .90 888 .1 4 2 .47 443.00 1 4182.9S 12e 6800e 9.80 2679 .70 4 .47 438 .00 1 2S427 .S9 13w 6896w 6 .20 909 .90 1. 33 6SS.70 1 23S7.66 13m 6896m 8.SO 2080 .34 2 . 60 702.40 1 10879.S8 13e 6896e 9.70 26S0.13 4.3S 429.00 1 2019S .6S 14Aw 6983w 6.10 1430 .70 1. S2 707.00 1 403S.28 14Am 6983m 6.39 924 .44 1. 6S 386.00 1 S9Sl .77 14Ae 6983e 9.30 2417.40 4 .22 409 .00 1 9888 .S6 Cain-Cw CIRCULAR 3 .00 7.07 0.7S 3.00 1 12 . 46 CAIN-Cm CIRCU LA R 3 .00 7.07 0.7S 3 .00 2 Sl. 39 Cain-Ce CIRCU LA R 3.00 7 .0 7 0.7S 3.00 1 28 .63 CAIN-OVER CAIN-OVER S.80 6284.29 3.62 1728.90 1 7S71.03 14Bw 6983w 6.10 1430 .70 1. S2 707.00 1 3828 .20 14Bm 6983m 6. 39 924 .44 1. 6S 386.00 1 7100 .17 14Be 6983e 9 .30 2417 .4 0 4 .22 409 .00 1 234S2.9S lSw 7229w 4.SO 11S2 . S2 1. 38 734.00 1 7341.32 lSm 7229m 6 .Sl 12S8 .S7 2.26 4S9.00 1 9940.S8 lSe 7229e 7.70 144S .OO 3.04 3S8.00 1 11S30.34 16w 743lw s. 40 1176 .39 1. S3 S99 .60 1 4183.21 16m 743lm 4 .SO 1102 . 2S 2.18 6SO .OO 1 12100.S9 16e 743le 6.90 1497 .82 3.27 348.00 1 1400S . 96 l 7w PropSecD-D 8 .SO 10S9 .07 S.02 208.30 1 10S60.80 POND1-conx2 CIRCULAR 4.00 12 .S7 1. 00 4.00 1 419.19 PONDl-conx CIRCULAR 3.SO 9 .62 0.88 3.SO 2 318 .08 Deacon-C CIRCULAR 4.00 12.S7 1. 00 4.00 3 77 .90 C-C2 PropSecC-C 6 .00 1S3.21 2 .39 43.00 1 7S4.SO Travis-C CIRCULAR 3.SO 9 .62 0.88 3.SO 3 SS.11 C-Cl PropSecC-C 6 .00 1S3 .21 2.39 43.00 1 S87 . 64 B-B2 PropSecB-B 4.80 197 .33 1. 40 13S.20 1 864.61 B-Bl PropSecB-B 4.80 197 .33 1. 40 13S.20 1 886 .88 Capps-C CIRCULAR 3.SO 9 .62 0.88 3.SO 3 72 .86 SecA-A PropSecA-A 4.00 121.17 11. 29 SS.20 1 207.00 P2 CIRCULAR 3.00 7 .07 0.7S 3.00 1 S4.SS Pl CIRCULAR 2.00 3 .14 o.so 2.00 1 17.S2 R-A4 TRAPEZOIDAL 7 .00 S9S .OO 3 .82 lSS .00 1 3060 .7S EQ-6800w RECT OPEN 4.00 800 .00 3.8S 200.00 1 11913. 83 EQ-6800e RECT OPEN 3 .00 600 .00 2 .91 200.00 1 7423.6S EQ-6896w RECT OPEN 3.00 600 .00 2.91 200.00 1 7423.6S EQ-6896e RECT OPEN 3.00 600 .00 2.91 200.00 1 7423.6S EQ-DS-Cainw RECT OPEN 3.00 600 .00 2 .91 200.00 1 7423.6S EQ-DS-Caine RECT-OPEN 3.00 600 .00 2.91 200.00 1 7423 .6S EQ-US-CainW RECT OP EN 3.00 600 .00 2.91 200.00 1 7423.6S EQ-US-Caine RECT OPEN 3.00 600 .00 2 .91 200.00 1 7423.6S EQ-6983w RECT OPEN 3.00 600 .00 2.91 200.00 1 7423 .6S EQ-6983e RECT OPEN 3 .00 600.00 2.91 200.00 1 7423.6S EQ-7229w RECT OPEN 3.00 600 .00 2.91 200.00 1 7423.6S EQ -7229e RECT OPEN 3 .00 600.00 2.91 200.00 1 7423.6S EQ-743lw RECT OPEN 3 .00 600.00 2 .91 200.00 1 7423.6S EQ-743le RECT OPEN 3.00 600.00 2.91 200.00 1 7423.6S Pl. 2-a CIRCULAR 3.00 7.07 0.7S 3.00 2 282.41 Pl. 2-b CIRCULAR 3.00 7 .07 0 .7S 3 .00 2 14.88 Pl.2-c CIRCULAR 3 .00 7.07 0 .7S 3.00 2 186.96 SWMM 5 -Prop Interim 1 25 Yea r Page 5 P-l .3A CIRC UL AR 4.00 12.57 1. 00 4 .00 2 8.16 P-1. 3B CIRC ULA R 4.00 12 .57 1. 00 4 .00 2 4 .54 P-1. 3C CIRCU LAR 4 .00 12 .57 1. 00 4 .00 2 4 .79 P3 .4-a TRAP EZ OI DAL 2 .00 60 .00 1. 49 40 .00 1 662 .77 P3 . 4-b REC T CLOS ED 2 .00 12.00 0 .75 6 .00 2 84 .05 P3 .4-c TRAP EZO I DAL 2.50 93.75 1. 86 50 .00 1 1956.02 **************** Transect Summary **************** Transect 2514-0VERFLOW Area: 0.0014 0 .0055 0 . 0119 0.0 1 90 0 .0267 0 .0351 0 .0440 0 .0536 0 .0637 0 .07 4 5 0 .0858 0 .0978 0 .1104 0 .1 235 0 .1373 0.1517 0 .1667 0 .1823 0 .1985 0 .2 1 52 0.2326 0 .2506 0.2693 0 .2885 0 .3083 0.3287 0 .3497 0 .37 1 4 0 .3936 0 .41 6 4 0.4399 0 .4639 0 .4886 0 .5138 0 .5397 0.5661 0 .5932 0 .6209 0 .6491 0 .6780 0.7075 0 .7376 0 .7683 0 . 7996 0 .83 1 5 0.8640 0 .8971 0 .9308 0. 9651 1 .0000 Hr ad: 0 .0176 0 .0352 0 .0613 0 .0901 0 .11 72 0.1430 0 .1677 0 .19 1 6 0 .2 1 47 0 . 2372 0.2592 0 .2808 0 .3 0 20 0 .3229 0 .3 435 0.3639 0 .3840 0 .4040 0 .4 238 0 .4 43 4 0. 4629 0 .4822 0 .50 1 5 0 .5206 0 .5397 0 .5587 0 .5776 0 . 5964 0 .6 1 52 0 .6339 0.6525 0 . 6711 0 .6896 0 .7081 0 . 7266 0.7450 0 . 7 634 0 .7818 0 .8001 0 .8 1 84 0.8366 0 .8549 0 .873 1 0 .89 1 3 0 .909 4 0.9276 0 .9457 0 .9638 0 .9819 1 .0000 Width : 0.0778 0 .1556 0 .1939 0 . 2110 0 .2282 0.2453 0 . 2625 0 .2796 0 .2968 0 .3 1 39 0 . 3311 0 .3482 0 .3654 0 .3825 0 .3997 0.4169 0 .4340 0 .4512 0 .4683 0 .4855 0.5026 0 .5 1 98 0 .5369 0 .5541 0 .57 1 2 0 .5884 0 .6055 0 .6227 0 .6398 0 .65 70 0.674 1 0 .6913 0 .7084 0 . 7256 0 .7 427 0.7599 0 .7770 0 .7942 0 . 8 11 3 0 .8285 0.8456 0 .8628 0 .8799 0 . 8971 0 .9 14 2 0.9314 0 .9485 0 . 9657 0.9828 1 .0000 Transect 5400 Area : 0.0001 0 .0002 0 .0005 0 .0008 0 .00 1 3 0.0019 0 .0025 0 .0033 0 .0042 0 .00 5 2 0.0063 0 .0074 0 .0087 0 .0101 0 . 0 11 6 0.0132 0 .0150 0 .0169 0 .0189 0 . 02 11 0.0235 0 .0259 0 .0286 0 .0313 0 .03 42 0.0385 0 .0459 0 .0566 0 .0705 0 .08 7 7 0 .1071 0 .1275 0 .1 4 88 0 .1 711 0 .19 42 0 .2188 0 .2457 0 .27 4 9 0 .3 063 0 .3 40 0 0.3765 0 .41 66 0 .4603 0 .5075 0 .5582 0.6177 0 .6916 0 .7799 0 .8828 1 .0000 Hr ad: 0.0934 0 .1868 0 .2801 0 .3735 0 .4669 0.5603 0 .6537 0 .7 4 70 0 .8 4 0 4 0 .9338 1 . 0272 1.1 206 1.2 1 40 1.3073 1 .400 7 1. 4722 1.5435 1. 6 1 86 1. 6968 1 .7775 1.8603 1. 9449 2 .0310 2 .1183 2 .2067 2.2778 2 .1542 1.9475 1 .7 4 04 1 .566 1 1.4659 1.4182 1. 3995 1. 3988 1 .4097 1 .4035 1. 4009 1. 4023 1. 4070 1.41 45 1. 4082 1. 4041 1. 4024 1 .4032 1. 4063 1. 2389 1 .1406 1 .0760 1. 0311 1 .000 0 Width: 0 .0008 0 .00 1 7 0 .0025 0.0033 0.0042 0.0050 0 .0058 0 .0066 0.0075 0 .0083 0.0091 0 .0100 0 .0108 0 . 0116 0 .0 125 SWMM 5 -Prop In terim 1 25 Year Page6 0 . 0136 0 .0147 0.0159 0 . 0170 0 .0182 0 .0193 0 .0205 0.0216 0.0228 0 .0239 0 .0468 0 .0729 0.0989 0.1249 0.1509 0 .1601 0 .167 5 0.1749 0.1822 0. 18 96 0 .2070 0 .2252 0.2434 0.2615 0 .2797 0 .3078 0 .3363 0.3649 0 .3934 0 .4220 0 .5358 0 .6519 0.7679 0 .8840 1.0000 Transect 5431 Area : 0 .0001 0 .0003 0.0007 0. 0013 0.0021 0 .0030 0.0040 0 .0053 0.0067 0.0082 0 .0100 0 . 0119 0.0139 0 .0162 0.0186 0 . 0211 0 .0237 0 .0265 0 .0293 0 .0323 0.0354 0.0386 0 .0419 0 .0454 0.0490 0.0536 0.0606 0 .0700 0 .0818 0.0961 0 .1120 0.1284 0 .1453 0 .1628 0.1808 0.2011 0 .2260 0 .2554 0 .2895 0 .3282 0.3704 0.4146 0 .4610 0 .5094 0 .5600 0.6186 0 .6919 0 .7799 0 .8826 1 .0000 Hrad : 0.0815 0.1629 0 .2444 0 .3258 0 .4073 0.4888 0 .5702 0 .6517 0 .7331 0 .8146 0.8960 0.9775 1 .0590 1 .1404 1. 2219 1. 3226 1. 4251 1. 5253 1. 6235 1. 7200 1.8053 1.8886 1 .9715 2 .0541 2 .1365 2.1382 2.0436 1 .9053 1 .7590 1.6247 1.5544 1 .5208 1.5085 1 .5104 1. 5223 1.5478 1. 5429 1. 5188 1. 4853 1. 4490 1. 42 60 1 .4144 1. 4108 1.4 1 31 1.4199 1 .2705 1 .1714 1.0988 1. 0431 1 .0000 Width: 0 .0013 0 .0026 0.0040 0.0053 0.0066 0 .0079 0 .0093 0.0106 0. 0119 0 .0132 0 .0145 0 .0159 0. 0172 0.0185 0 .0 1 98 0.0208 0 .0216 0 .0225 0.0233 0 .0242 0 .0252 0 .0263 0.0273 0.0284 0 .0294 0.0465 0 .0658 0.0851 0.1044 0.1237 0 .1295 0 .1337 0 .1380 0 .1422 0.1465 0 .1810 0 .2179 0 .2548 0 . 2 91 7 0 .3287 0.3465 0 .3632 0.3800 0.3968 0 .41 35 0 .5288 0 .6466 0 . 7 644 0.8822 1.0000 Transect 5646 Area : 0.0001 0 .0002 0 .0005 0.0009 0 .0015 0. 0021 0 .0029 0 .0038 0 .0048 0.0059 0. 0071 0 .0086 0 .0103 0 .0121 0.0141 0 .0162 0 .0184 0 .0206 0 .0229 0.0252 0 .0276 0.0302 0 .0330 0.0359 0.0390 0 .0422 0.0457 0 .0501 0.0561 0.0638 0 .0736 0.0876 0 .1058 0 .1282 0.1549 0 .1855 0 .2191 0.2556 0.2951 0.3376 0 .3838 0 .4354 0.4925 0.5550 0.6230 0 .6948 0 . 7 685 0 .8439 0 . 9211 1. 0000 Hrad: 0 .0716 0 .1432 0.2148 0.2864 0.3580 0 .4296 0 .5012 0 . 5728 0.6444 0 . 7160 0.7518 0 .7960 0.8464 0. 9011 0.9770 1 .0905 1.2013 1. 3094 1.4150 1. 5185 1. 5642 1. 6049 1. 64 91 1. 6962 1 .7459 1 .7977 1. 8575 1 .9356 1 .9405 1.8975 1. 8200 1 .6766 1 .5145 1. 3658 1. 2417 1.1392 1. 0704 1.0255 0 .9966 0 .9788 0.9551 0 .9358 0 .9220 0.9126 0.9070 0.9159 0 .9317 0.9516 0.9746 1. 0000 Width : 0 .0015 0 .0029 0 .0044 0.0059 0.0074 0 .0088 0 .0103 0 . 0118 0 .0133 0.0147 0 .0171 0 .0195 0.0219 0 .0243 0.0261 0 .0268 0.0275 0 .0282 0 .0288 0 .0295 0.0314 0 .0335 0.0355 0 .0376 0 .0397 0 .0418 0 .0454 0.0656 0 .0859 0.1061 0 .1478 0 . 2011 0 .2545 0 .3079 0.3612 0 .4025 0 .4394 0 .4 763 0 .5132 0 .5501 SWMM 5 -Prop Interim 1 25 Year Page 7 0.6128 0 .6810 0 .749 2 0 .8174 0 .8856 0 . 9117 0.9338 0 .9559 0 .9779 1. 0000 Transect 5667 Area : 0 .0000 0.0002 0 .0004 0 .0006 0.0010 0 . 0014 0 .0019 0 .0025 0 .0032 0 .0039 0 .0047 0.0056 0 .0066 0 .0077 0.0088 0 .0100 0 . 0113 0 .0127 0 .0 1 45 0 .0 1 64 0 .0185 0.0206 0 .0228 0 .0253 0 .0281 0 .0314 0 .0352 0.0394 0 .0441 0. 0 4 94 0 .0568 0 .0673 0 .0808 0 .0974 0 .11 69 0 .1390 0 .1636 0 .1904 0 .2 1 96 0.2542 0 .3179 0 .3844 0 .4538 0 .5261 0.60 1 2 0.6783 0 .7568 0 .8365 0 .9 1 76 1. 0000 Hr ad : 0 .0648 0 .1296 0 .1943 0 .2591 0 .3239 0 .3887 0 .4534 0 .5182 0 .5 830 0 .6 4 78 0. 7125 0 .7773 0 .8421 0 .9069 0. 9716 1. 0364 1.1012 1 .0338 1. 0 0 92 1. 0857 1.1611 1. 2356 1.3066 1. 2596 1. 2268 1.1871 1. 1 727 1 .1 757 1.1 9 1 0 1 .2 14 2 1.1947 1.1357 1. 0665 1 .0027 0. 94 64 0.8911 0 .8593 0 .8435 0 .8390 0 .7174 0.7101 0 .7216 0 .7431 0 .7 7 03 0. 8011 0 .8366 0 .875 2 0 .9156 0 .9574 1 .0000 Width: 0.0009 0 .0019 0 .0028 0 .0038 0 .0 0 47 0 .0056 0.0066 0 .0075 0 .0085 0.0094 0 .0103 0. 0 11 3 0 .0 1 22 0 .0 1 32 0 .0 1 41 0 .0150 0 .0160 0 .0 1 94 0 .0227 0 .0239 0 .0251 0 .0263 0 .0276 0 .03 1 9 0 .0366 0 .0423 0 .0481 0 .0539 0 .0597 0.0716 0 .1080 0 .1444 0 .1 808 0 .2 1 72 0.2 5 24 0 .2808 0 .3093 0 .3377 0 .3661 0.7494 0 .7839 0 .8183 0 .8528 0 .8873 0 . 9208 0 .9367 0 .9525 0 .9683 0 .9842 1.0000 Transect 5714 Area : 0 .0022 0.0045 0 .0067 0 .0089 0. 0111 0 .0134 0 .0156 0 .0 1 78 0 .0 2 00 0.0223 0.0245 0 . 02 67 0 .0289 0 .03 1 2 0.0335 0 .0359 0 .0385 0 .0 4 11 0 .0 4 38 0.0 4 67 0 .0496 0 .0525 0 .0555 0 .0 5 85 0.06 1 6 0 .0647 0 .0679 0 . 0712 0 .0 74 5 0.0780 0.0815 0 .0852 0 .0892 0 .0934 0 .0979 0 .1042 0 .1143 0 .1 282 0 .14 62 0 .1733 0.2 1 22 0. 2 630 0 .3255 0 .3 9 87 0.4826 0 . 5772 0 .6800 0 .7849 0 .8916 1.0000 Hr ad : 0.1067 0.2098 0 .3093 0 .4055 0.4986 0 .5887 0 .6759 0 .7603 0 .8422 0.92 1 6 0.9986 1. 0733 1.14 30 1. 2023 1.2 4 50 1.2881 1. 3318 1. 3759 1 .4204 1 .4652 1 .5277 1. 5931 1. 6576 1 .7206 1. 7762 1 .8313 1 .8861 1 .9338 1 .9 7 05 2 .0079 2 .0458 2 .0331 2 .00 1 0 1. 9 7 85 1. 9639 2 .0043 1. 9675 1 .8777 1.7571 1. 5593 1 .3503 1.1745 1.0467 0. 9 71 1 0 .9259 0 .9006 0.9028 0 .9259 0.9 5 96 1. 0000 Width: 0.0204 0 .0204 0 .0204 0 .0204 0.0204 0 .0204 0 .0204 0 .0204 0 .0204 0.020 4 0 .0204 0 .0204 0 .0205 0 .0209 0 .02 1 8 0 .0227 0 .0236 0 .0245 0 .0254 0.0263 0 .0268 0 . 0271 0 .0275 0 .0279 0.0284 0 .0290 0 .0295 0 .0302 0 . 0311 0 .0320 0 .0329 0 .0349 0.0374 0 .0 4 00 0.0425 0.0748 0 .1100 0 .1 451 0.1 938 0.3020 0 .4 1 03 0 .5186 0 .62 1 8 0 . 71 89 0.8 1 61 0 .9132 0 .9514 0 . 9676 0 .9838 1.0000 Transe c t 5750 Area : SWMM 5 -Prop In terim 1 25 Year Page 8 0 .0003 0 .0005 0 .0008 0 . 0011 0 .0015 0 .0018 0 .0022 0 .0026 0 .0030 0 .0035 0 .0039 0 .0044 0 .0050 0 .0057 0 .0066 0.0079 0.0100 0 .0130 0 .0168 0 .0220 0 .0288 0 .0373 0 .0474 0 .0591 0 .0726 0.0878 0.1047 0 .1228 0 .1419 0 .1 621 0.1837 0 .2092 0 .2388 0 .2726 0 .3100 0.3487 0 .3884 0 .4292 0.4711 0 .5 1 40 0.5579 0.6028 0.6488 0 .6958 0 .7440 0 .7932 0.8435 0 .8948 0 .9469 1 .0000 Hrad : 0. 0729 0 .1397 0.2018 0 .2600 0 .3141 0.3599 0 .4040 0 .4467 0 .4882 0 .5288 0. 5 68 6 0 .6077 0 .5560 0 .5006 0 .4833 0.4969 0 .4733 0 .4432 0 .424 1 0 . 412 6 0.3989 0 .3904 0 .3878 0.3897 0 .3959 0.4053 0 .4197 0 .4404 0 .4638 0 .4 888 0.4890 0.4746 0.4686 0.4682 0.4896 0.5232 0 .5572 0 .5913 0 .6259 0 .6608 0.6955 0 .7301 0.7633 0 .7959 0.8283 0 .8605 0.8954 0 .9305 0 . 9653 1 .0000 Width : 0 .0050 0.0053 0.0056 0.0059 0 .0063 0.0067 0 . 0072 0 .0076 0 .0081 0 .0 0 86 0 .0090 0 .0095 0. 0118 0 .0153 0 .0185 0 .0317 0 .0474 0.0631 0 .0821 0 .1124 0 .1426 0 .1728 0 .2036 0.2358 0 .2680 0.3002 0 . 3272 0.3471 0 .3670 0 .3869 0 .4366 0 .5144 0 .5921 0 .6699 0 .7122 0 .7322 0 .7522 0 . 7722 0 .7914 0 .8103 0 .8291 0.8480 0 .8683 0 .8889 0 .9 0 95 0.9301 0 .9478 0 . 9652 0 .9826 1 .0000 Transect 5800 Area : 0.0003 0.0006 0.0010 0.0 0 15 0 .0020 0 .0025 0 .0031 0.0038 0.0045 0 .0052 0.0060 0 .0068 0 .0077 0 .0086 0 .0096 0 .0107 0 .0121 0.0171 0 .0226 0 .0287 0.0353 0 .0423 0.0499 0 .0580 0 .0666 0.0765 0.0894 0 .1053 0 .1243 0 .1462 0.1712 0.1992 0 .2302 0 .2639 0 .2994 0.3362 0 .3745 0 .4 1 43 0 .4556 0 .4983 0.5425 0.5881 0 .6351 0.6834 0 .7329 0.7838 0 .8359 0.8893 0 .9440 1 .0000 Hrad : 0.0789 0 .1477 0 .2099 0. 2 67 6 0 .3222 0.3745 0.4249 0 .4740 0.5220 0 .5 6 92 0.6156 0 .6614 0 . 7067 0 .7516 0 . 7961 0.8403 0 .8395 0 .5688 0.4710 0.4358 0.4286 0 .4360 0 .4516 0.4722 0 .4960 0.5095 0 .5124 0 .5116 0.5103 0.5104 0.5125 0 .5170 0 .5236 0 .5 41 4 0 .5682 0.5957 0 .6237 0 .6519 0.6802 0.7085 0 .7367 0 .7654 0 .7952 0.82 4 9 0 .85 4 5 0.8839 0.9132 0 .9423 0.9712 1 .0000 Width: 0.0057 0 .0066 0 .0075 0 .0083 0 .0092 0.0100 0.0109 0 . 0118 0 .0126 0 . 0135 0.0144 0.0152 0 .0161 0 .0170 0 . 0178 0 .0187 0 .0844 0 .0934 0 .1024 0 .1114 0 .1203 0 .1 293 0.1 383 0 .1 473 0.1563 0.2013 0 .2545 0.3077 0.36 1 0 0 .41 42 0 . 4 67 4 0 .5207 0 .5739 0 .6 122 0 .638 1 0.6639 0 .6898 0 . 7156 0 .7414 0 .7673 0.7931 0 .8181 0 .8409 0 .8636 0 .8863 0 .9091 0 .9318 0.9545 0.9773 1 .0000 Transect 6000 Area: 0.0000 0 .0001 0.0002 0 .0003 0.0005 0.0007 0 .0010 0.0013 0 .00 1 6 0.0020 0.0025 0 .0029 0.0034 0 .0040 0.0046 0 .0052 0 .0062 0 .0090 0 .0128 0 .0 1 77 0.0235 0.0310 0 .0407 0 .0525 0.0666 SWMM 5 -Prop Interim 1 25 Year Pa ge 9 0.0845 0 .1048 0 .1272 0 .1517 0 .1783 0.2067 0.2370 0 .2692 0 .3030 0 .3377 0 .3734 0 .4100 0 .44 74 0 .4855 0 .52 4 2 0.5634 0 .6034 0 .6452 0 .6892 0 .7356 0 .7842 0 .8350 0 .8879 0 .9429 1.0000 Hrad: 0 .0392 0.0784 0 .1176 0 .1568 0 .1 960 0.2352 0 .2744 0 .3136 0 .3528 0 .3920 0 .4312 0 .4704 0 .5096 0 .5488 0 .5880 0 .6272 0.5411 0 . 3017 0 .2509 0 .2473 0 .2594 0.2566 0 . 2 644 0 .2780 0 .2953 0 .3189 0.3578 0 .3929 0 .4 254 0.4574 0 .4887 0.5191 0 .5485 0 .5806 0 .6152 0.6501 0.6851 0 .7211 0 .7587 0 .7965 0.8342 0 .8633 0 .8740 0 . 8872 0 .9021 0.9186 0 .9381 0.9582 0.9789 1.0000 Width : 0 .0007 0 .0014 0 .0021 0 .0028 0 .0035 0 .0042 0 .0049 0 .0056 0.0063 0 .0070 0.0077 0.0084 0.0091 0 .0098 0 .0105 0. 0112 0 .0402 0 .0573 0.0744 0 .0916 0 .1096 0 .1475 0 .1853 0 .2232 0 .2610 0 .3299 0 .3666 0 .4033 0.4400 0.4730 0.5048 0.5366 0 .5684 0 .5904 0 .6057 0 .6210 0.6363 0.6494 0.6597 0 .6700 0.6803 0 .6992 0 .7382 0.7773 0 .8164 0.8550 0 .8913 0 .9275 0 .9638 1 .0000 Transect 6200 Area: 0 .0001 0.0005 0 .0012 0 .0021 0 .0032 0 .0046 0 .0063 0.0082 0 .0104 0 .0128 0.0155 0.0185 0.0217 0 .0252 0 .0289 0.0332 0 .0382 0.0438 0 .0500 0 .0567 0.0640 0 .0718 0 .0803 0 .0896 0 .1035 0.1192 0 .1367 0.1 561 0 .1775 0 .20 1 2 0.2273 0.2557 0.2864 0 .3178 0.3497 0.3820 0 . 414 6 0.4476 0 . 4811 0 .5149 0.5491 0.5906 0 .6365 0 .6839 0 .7330 0.7836 0.8356 0 .8890 0 .9438 1 .0000 Hrad: 0 .0278 0 .0556 0 .0834 0 .1112 0 .1390 0.1668 0 .1946 0 .2224 0 .2502 0 .2780 0.3058 0.3336 0.3614 0 .3892 0.4170 0 .4383 0 .4565 0 .4739 0 .4912 0 .5085 0.5258 0.5435 0.5616 0 .5456 0 .5 14 6 0. 4 964 0.4876 0.4856 0 .5093 0 .5375 0 .5623 0 .5849 0.6099 0 .6427 0 .6775 0. 7135 0 .7503 0.7862 0 .8228 0 . 8596 0. 8967 0 . 7964 0.8205 0.8448 0 .869 1 0 .8942 0.9205 0.9470 0.9735 1.0000 Width: 0 .0045 0 .0090 0 .0135 0 .0180 0 .0226 0.0271 0.0316 0 .0361 0 .0406 0 .0451 0.0496 0 .0541 0 .0586 0 .0632 0 .0677 0.0831 0.0930 0.1029 0 .1128 0 .1229 0.1333 0 .1437 0 .1 541 0 .2276 0 .2599 0.2923 0 .3246 0.3569 0 .3959 0 .4376 0 .47 92 0.5208 0.5494 0 .5564 0 .5634 0.5704 0.5773 0.5842 0. 5911 0 .5979 0.6048 0.7933 0 .8208 0 .8482 0 .8756 0.9020 0.9265 0 .951 0 0 .9755 1.0000 Transect 6400 Area : 0.0001 0.0003 0 .0007 0 .0012 0 .0018 0 .0026 0.0036 0.0046 0.0059 0 .0073 0.0088 0.0105 0.0123 0 .0142 0 .0163 0 .0186 0.0210 0.0235 0 . 02 62 0.0290 0 .0320 0.0351 0 .0428 0 .0599 0 .0785 0 .0987 0.1205 0.1436 0 .1673 0 .1918 0 .2169 0.2442 0 .2772 0 .3104 0.3 439 0.3775 0.4117 0.4471 0 .4839 0.5221 0.5621 0 .6077 0 .6541 0 .70 1 4 0 .7494 0.7982 0 .8477 0 .8978 0.9486 1 .0000 SWMM 5 -Prop Interim 1 25 Ye ar Page 10 Hrad: 0.0341 0.0683 0 .1024 0 .1365 0.1706 0 .2048 0.2389 0 .2730 0 . 3072 0 .34 1 3 0 .3754 0 .4095 0.44 37 0.4778 0.5 11 9 0 .5461 0.5802 0 .6 1 43 0 .6484 0.6826 0 .7167 0 .7508 0 .6851 0 .5573 0 .5085 0 .4920 0 .4914 0 .5029 0 .5224 0.5462 0 . 5728 0 .5655 0 .5887 0.6 1 66 0 . 64 7 6 0 .6807 0 .7001 0 . 7150 0.7323 0 .7515 0 .7098 0 .7405 0 . 7713 0.8023 0 .8334 0 .8658 0.8994 0.9330 0 . 9665 1 .0000 Width : 0 .0028 0.0056 0 .0084 0 . 0112 0.0140 0 .0168 0.0196 0 .0225 0.0253 0.0281 0 .0309 0 .0337 0 .0365 0.0393 0 .0421 0 .0449 0 .0477 0 .0505 0.0533 0.0561 0 .0589 0.0617 0.3147 0 .3451 0 .3755 0 .4059 0 .4363 0 .4 528 0 .4657 0 .4785 0 .4913 0.6356 0.6400 0 .64 4 4 0 . 6488 0 .6532 0. 6722 0 .6982 0 .72 4 2 0.7502 0 .8735 0.8892 0.90 4 9 0 .9206 0 .9 364 0 .9502 0.9627 0.9751 0 .9876 1.0000 Transect 6600 Area: 0 .0001 0.0003 0.0006 0.0010 0 .0016 0 .0023 0.0031 0 .0041 0.0052 0.0064 0 .0077 0. 0092 0 .0108 0 .0125 0 .0143 0.0163 0 .0184 0 .0206 0.0230 0.0255 0.0281 0.0320 0 .0375 0 .0446 0 .0532 0 .0633 0.0791 0 . 0960 0 .1137 0 .1 322 0 .1534 0 .1863 0 .2199 0 .25 41 0 .289 1 0 .3249 0 .3625 0.4 024 0 .44 4 5 0.4887 0 .5350 0.5825 0 .6311 0 .6807 0 .73 1 6 0 .7834 0 .8362 0 .8 899 0 .94 4 5 1.0000 Hrad: 0 .0384 0. 0768 0 .11 53 0 .15 37 0 .192 1 0 .2305 0.2689 0 .3074 0 .3458 0 .38 4 2 0 .4226 0 . 4 610 0 .4995 0 .5379 0.5763 0 .6147 0.6531 0 .6916 0 .7300 0 .7684 0 .8068 0. 6963 0 .5948 0 .5359 0 .5031 0 .4871 0.4627 0 .4753 0.4954 0.5196 0 .5384 0.5341 0 .5466 0 .5677 0 .5938 0 .6163 0.6313 0 .6491 0 .6688 0.6896 0 .7161 0.7466 0 . 7771 0 .8076 0 .8381 0 .8702 0 .9028 0 .9353 0 .9677 1.0000 Width : 0 .0023 0.0046 0 .0068 0.0091 0. 0114 0. 0137 0 .0159 0 .018 2 0 .0205 0 . 0228 0 .0250 0.0273 0 .0296 0 .03 1 9 0 .0342 0.0364 0.0387 0.0410 0 .0433 0 .0 455 0.0478 0.0861 0 .11 30 0 .1400 0.1669 0 .1 938 0.2948 0 .3087 0 .3227 0 .3367 0 .5809 0.5934 0 .6060 0 .6185 0.63 10 0 .6534 0 .6926 0 .7318 0 .7711 0 .8103 0 .8383 0.8582 0 .8 780 0 .8978 0.9 17 7 0 .9347 0.9510 0.9674 0 .9837 1.0000 Transect 6800e Area: 0 .0002 0.0006 0 .00 1 4 0 .0025 0.00 40 0 .0057 0.0078 0 .0 1 02 0 .0129 0.0 1 59 0 .0197 0.0253 0.0326 0 .04 1 7 0.0526 0 .0652 0 .0797 0 .0959 0 .11 38 0.133 6 0 .1550 0.1777 0 .2 016 0 .2267 0.2528 0 .2795 0 .3066 0 .3340 0 . 3 619 0.3902 0 .4189 0.4478 0 .4769 0.5063 0 .5358 0 .5655 0 .5954 0 .6256 0 .6559 0. 68 64 0 .7172 0.7480 0 .7791 0.8102 0 .84 1 5 0 . 8729 0.9045 0 .9362 0.9680 1.0000 Hrad: 0 .0216 0.0433 0 .0649 0 .0865 0.1082 0 .1298 0.1514 0 .1 731 0 .1947 0.2 1 63 0 .2457 0.2585 0.2620 0 .2630 0. 2 645 0.2674 0.2719 0.2778 0.2849 0.2930 SWMM 5 -Prop Interim 1 25 Year Pag e 11 0.3047 0 .3196 0.3352 0 .3509 0 .3704 0 .3938 0 .4176 0 .4 4 1 6 0 .4658 0.4 900 0 .5146 0 .5 398 0 .565 1 0 .5905 0.61 59 0.6414 0 .6668 0 .6923 0 .7177 0.7 4 31 0 .7685 0 .7943 0.8202 0 .8460 0 .87 1 8 0.8975 0 .9232 0 .9488 0 .9745 1 .0000 Width : 0.0099 0 .0199 0 .0298 0 .0397 0.0497 0.0596 0.0695 0 .0795 0 .0894 0 .0993 0 .1 455 0 .2009 0.2564 0 . 311 8 0 .3 6 73 0 .4227 0 .4782 0.5336 0 .5890 0 .6 4 45 0 .6892 0 .7265 0 .7639 0 .8 01 2 0 .8259 0 .8386 0 .8514 0.864 1 0 .8768 0.8895 0 .8997 0.9060 0.9 1 22 0 .9185 0.9247 0 .9310 0 .9373 0.9 4 35 0 .9498 0 .9561 0.9620 0 .9662 0.9704 0 .9746 0.9789 0 .9831 0 .9873 0 .99 1 5 0 .9958 1. 0000 Transect 6800m Area : 0.0002 0 .0008 0 .00 1 9 0.0033 0.0052 0.0075 0 .0102 0 .0 1 33 0 .0 1 68 0 .02 0 7 0 .0251 0 .0299 0 .0350 0 .0406 0 .0 4 68 0 .0534 0 .0607 0 .0685 0.0 7 68 0 .0858 0.0952 0.1 053 0 .11 59 0 .1 270 0 .1388 0.1510 0 .1639 0 .1 773 0 .1 9 1 6 0 .2079 0.2261 0. 2462 0 .2683 0 .2924 0.3184 0.3463 0.3762 0 .4081 0 .44 1 9 0.4777 0 .5 1 54 0 .5550 0 .5967 0 .6 4 20 0 .69 1 5 0.7453 0 .8033 0.8656 0 .9319 1. 0000 Hrad : 0 .0277 0 .0554 0 .0831 0 .1108 0.1386 0.1663 0 .1940 0.22 1 7 0 .2 4 94 0.2771 0.3048 0 .3325 0.3602 0 .3857 0 .40 50 0 .4256 0 .4473 0 .4698 0 .4930 0.5 1 68 0.5410 0 .5655 0 .5905 0 .6 15 6 0 . 6 411 0.6667 0 .6925 0 . 71 85 0.7633 0 .8063 0.8411 0 .8694 0 .8924 0 . 9 11 4 0 .9274 0 .9411 0 .9531 0 .96 4 0 0 .9742 0 .9839 0 .9 933 1.0027 1. 009 1 1. 0062 1. 0025 0 .9983 0.9940 0.9898 0 .9909 1 .00 0 0 Width : 0 . 00 60 0.0120 0 .0 1 8 1 0 .0241 0.03 0 1 0.0361 0 .0422 0.0482 0 .0542 0.0602 0 .0663 0 . 0723 0 .0783 0 .0848 0 .0930 0 .1011 0.1 092 0.11 7 4 0 .1 255 0 .1337 0.1418 0 .1 499 0.158 1 0 . 1 662 0 .1744 0.1825 0 .1 906 0.1 988 0 .22 1 9 0 .25 0 2 0.2786 0 .3069 0.3352 0 .3636 0 .3919 0 .4203 0 .4486 0 .4770 0 .5053 0 .5337 0.5620 0 .5904 0.6270 0 .6887 0.7505 0.8122 0 .8740 0 .9357 0.979 1 1.0000 Transect 6800w Area: 0.0000 0 .0002 0.0004 0 .0006 0.0010 0 . 0014 0 .0020 0 .0026 0 .0037 0.0050 0 .0067 0 .0087 0. 0 11 0 0 . 0137 0.0167 0.0200 0 .0237 0 .0276 0 .0320 0.0366 0.0416 0.0472 0.05 51 0 .06 5 5 0.0782 0.0935 0 .1 111 0 .13 1 2 0 .1537 0 .1780 0 .2 041 0 .2319 0.26 14 0 .292 7 0.3256 0.3604 0. 3966 0 .4343 0 .4735 0 .5141 0 .5561 0 .5996 0.6446 0 .69 1 0 0 .7389 0 .7882 0 .8390 0.8912 0.9449 1. 0000 Hrad: 0 .0331 0 .0662 0.0993 0 .1 324 0 .1655 0 .1986 0 .2317 0.2062 0 . 2064 0.22 11 0 .2425 0. 2 67 6 0 .2 950 0 .3237 0.353 5 0 .3840 0 .4151 0.4465 0 .4782 0.5102 0 .5424 0 .5877 0.6155 0 .62 1 2 0.6163 0 .6080 0 .6002 0.5947 0 .5940 0 .6003 0.6101 0 .6225 0 .6366 0 .6522 0.6 689 0.687 1 0 .7076 0 . 7288 0 .7 5 05 0 .7725 0 .7948 0 .8172 0.8398 0 .8626 0.8 854 SWMM 5 -Prop Interim 1 25 Year Page 12 0 .9082 0 . 9311 0 .9541 0.9770 1 .0000 Width: 0 .0014 0.0029 0 . 0043 0 .0057 0. 0071 0 .0086 0.0100 0 .0152 0 .0211 0 . 0270 0 .0330 0.0389 0 .0448 0 .0507 0 .0566 0 .0625 0.0684 0 .0743 0 .0802 0 .0861 0.0920 0 .1195 0 .1632 0 .2069 0 .2506 0.2943 0.3380 0.3817 0.4199 0 .4510 0 .4820 0 .5131 0 .5441 0 .5752 0 .6062 0 .6358 0.6618 0 .6878 0 . 7138 0 .7399 0 .7659 0 .7919 0.8179 0 .8439 0 .8699 0.8959 0 .9220 0 .9480 0.9740 1 .0000 Transect 6896e Area : 0 .000 1 0.0005 0 . 0011 0.0019 0 .0029 0.0042 0.0058 0 .0075 0 .0095 0 . 0118 0.0154 0.0210 0.0284 0.0377 0.0489 0 .0620 0.0770 0 .0939 0 .1127 0 .1334 0 .1556 0.1789 0 .2033 0.2287 0.2550 0 .2817 0.3088 0 .3363 0.3642 0 .3924 0. 4211 0.4499 0 .4790 0.5083 0.5378 0.5676 0.5975 0 .6277 0.6581 0.6888 0 .7196 0.7505 0 .7815 0.8126 0.8437 0 .8748 0.9060 0 .9373 0 . 9686 1.0000 Hrad: 0 .0219 0.0439 0 .0658 0 .0878 0 .1097 0 .1316 0 .1536 0 .1755 0.1975 0 .2228 0.2384 0 .2350 0 .2289 0 .2252 0 .2250 0.2278 0.2328 0 .2397 0 .2479 0 . 2571 0.2731 0 .2908 0 .3089 0.3270 0 .3501 0.3750 0 .4000 0.4251 0.4502 0.4752 0.5007 0 . 5264 0 .5522 0.5780 0 .6038 0.6295 0 .6552 0 .6808 0. 7064 0.73 1 9 0.7576 0 .7844 0 . 8113 0.8382 0.8652 0.8921 0 .9191 0 . 94 61 0 .9730 1 .0000 Width : 0.0075 0 .0150 0 .0225 0 .0300 0.0375 0.0450 0 .0525 0 .0600 0 .0675 0 .0859 0. 14 61 0 . 2064 0 .2666 0 .3269 0 . 3871 0.4474 0 .5077 0 .5679 0 .6282 0.6884 0. 7251 0 .7590 0 .7929 0 .8268 0 .8441 0.8566 0 .8690 0 .8814 0.8939 0.9063 0.9155 0 .9226 0 .9296 0.9366 0.9436 0.9506 0 .9576 0 .9646 0.9716 0.9786 0.9842 0 .9859 0.9877 0 .9894 0.9912 0 .9930 0 .9947 0.9965 0.9982 1.0000 Transect 6896m Area: 0 .0001 0 .0006 0 . 0013 0 .0024 0 .0037 0.0053 0.0072 0 .0094 0 .0120 0 .0147 0 .0177 0.0209 0 .0242 0.0278 0 .0315 0.0354 0.0395 0 .0438 0.0 483 0 .0530 0 .0578 0 .0633 0 .0702 0.0785 0 .0883 0 .0995 0 .11 22 0.1263 0.1419 0 .1589 0 .1774 0 .1973 0.2187 0 .2427 0 .2704 0 .3015 0 .3363 0 .3746 0 .4157 0 .4592 0.5053 0 .5539 0.6050 0.6587 0 .7147 0. 7715 0 .8284 0.8855 0 .9427 1.0000 Hrad: 0 .0325 0.0649 0 .0974 0 .1299 0 .1624 0 .1948 0.2273 0 .2598 0.2923 0 .3314 0.3741 0 .4156 0 .4561 0.4958 0 .5347 0.5730 0 .6107 0.6480 0.6849 0 .7214 0.7576 0.8085 0.8426 0 .8603 0. 8671 0 .8673 0.8640 0 .8595 0 .855 1 0.8515 0 .8493 0.8486 0.8482 0 .8318 0.8177 0 .8044 0 .7924 0 .7861 0 .7895 0.7951 0 .8026 0 .8117 0 .8221 0.8336 0 .8495 0 .8758 0 .9044 0 .9349 0.9669 1 .0000 Width: 0 .0051 0 .0103 0.0154 0.0206 0 .0257 0.0309 0 .0360 0 .0411 0.0463 0.0503 0.0536 0.0568 0 .0 601 0.0633 0 .0666 SWMM 5 -Prop In terim 1 25 Year Page 13 0 .0698 0.0731 0 .0763 0.0796 0.0828 0.0861 0.1074 0 .1327 0 .1579 0.1831 0 .2084 0.2336 0 .2588 0 .2841 0 .3093 0 .3346 0.3598 0 . 3872 0 .4497 0.5122 0 .5747 0 . 6372 0 .6932 0 .7370 0.7809 0 .8248 0.8686 0 .9125 0 .9564 0 .9880 0 .9904 0 .9928 0 .9952 0 .9976 1 .0000 Transect 6896w Area: 0 .000 1 0.0003 0 .0008 0 .0015 0.0024 0.0036 0 .0049 0.0065 0 .0084 0 .0104 0.0127 0 .0152 0 .0179 0 .0 208 0.0240 0.0274 0 .0310 0 .0349 0 .0392 0 .0439 0.0492 0 .0550 0.0614 0.0682 0.0755 0.0833 0.0917 0.1005 0 .1099 0 . 1197 0 .1301 0 .1410 0.1523 0 .1643 0 .1796 0.2000 0.2255 0.2562 0 .2920 0 .3329 0.3789 0 .4298 0 .4853 0 .5452 0 .6097 0 .678 7 0.7523 0.8303 0 .9129 1 .0000 Hrad : 0 .0457 0. 0871 0.1278 0 .1714 0.2 1 61 0.2613 0.3067 0.3523 0 .3980 0 .4438 0 .4896 0.5355 0.5813 0 . 6272 0 .6732 0 .7191 0.7650 0 .8223 0 .9026 0.9701 1 .0277 1.0775 1 .1213 1.1606 1. 1964 1. 2296 1. 2608 1.2906 1. 3193 1.3472 1. 3746 1.4015 1 .4282 1 .4355 1.3564 1.2919 1. 2271 1 .1648 1.1087 1. 0607 1.0214 0.9981 0 .9829 0 .9736 0.9693 0.9693 0 . 9728 0 .9794 0 .9886 1.0000 Width: 0 .0019 0 .0040 0 .0065 0 .0091 0.0116 0.0141 0.0166 0 .0191 0 .0216 0.0241 0.0267 0 .0292 0 .0317 0 .0342 0 .0367 0 .0392 0 .0418 0 .0451 0 .0508 0.0564 0.0621 0 .0678 0 .0734 0 .0791 0 .0848 0.0905 0 .0961 0 .1018 0 .1075 0 .1132 0 .1188 0 .1245 0 .1302 0 .1425 0.1998 0.2572 0 .3145 0 .3718 0 .4291 0 .4864 0.5438 0 .5952 0 .6458 0 . 6964 0.7470 0.7976 0 .8482 0 .8988 0 .9494 1 .0000 Transect 6983e Area : 0.0001 0 .0002 0 .0005 0 .0009 0 . 0013 0.0019 0 .0026 0 .0034 0 .0043 0 .0054 0.0066 0 .0079 0 .0093 0 .0108 0.0125 0.0143 0 .0192 0 .0318 0 .0530 0.0809 0.1098 0 .1396 0 .1695 0 .1996 0 .2296 0.2598 0 .2900 0 .3202 0 .3505 0 .3809 0.4113 0 .4417 0 .4723 0 .5029 0.5335 0.5642 0 .5950 0 .6258 0 . 6567 0 .6877 0.7187 0 .7498 0 .7809 0 .8120 0 .8432 0.8745 0.9058 0 . 9372 0 .9686 1.0000 Hrad: 0. 0211 0.0421 0 .0632 0 .0842 0.1053 0 .1263 0 .1474 0 .1685 0 .1865 0 .2052 0.2244 0.2440 0.2639 0 .2841 0.3044 0.3249 0.2774 0.1916 0.0790 0 .1050 0.1316 0 .1597 0.1899 0 .2202 0 .2507 0.2812 0.3116 0 .3421 0 . 3725 0.4029 0.4331 0. 4 633 0 .4934 0 .5234 0 .5535 0.5834 0.6133 0 .6431 0 .6729 0 .7026 0 .7325 0.7625 0 .7923 0 .8222 0 .8520 0 .8817 0. 9113 0.9409 0 .9705 1 .0000 Width : 0 .0034 0.0068 0.0102 0 .0136 0.0170 0.0204 0.0238 0. 0272 0.0312 0.0352 0.0393 0 .0433 0.0474 0.05 14 0.0555 0.0595 0.2774 0.5271 0 .8690 0 .9017 0 .9343 0.9516 0 .9533 0 .9550 0 .9568 0.9585 0.9602 0 . 9619 0 . 9636 0. 9654 0 .9673 0 . 9692 0.97 1 2 0.9731 0.9750 0.9770 0.9789 0.9808 0.9828 0 .9847 SWMM 5 -Prop Interim 1 25 Yea r Page 14 0.9864 0 .9879 0 .9894 0 .9909 0.9924 0.9939 0.9955 0.9970 0 .9985 1 .0000 Transect 6983m Area : 0.0000 0 .0001 0 .0003 0 .0005 0 .0009 0.0012 0 . 0017 0 .0022 0 . 0028 0.0034 0. 0041 0 .0049 0 .0057 0 .0067 0 .0077 0.0087 0 .0098 0 .0110 0 .0124 0.0151 0.0196 0 .0260 0 .0342 0 .0442 0 .0560 0.0696 0 .0851 0 .1023 0 .1214 0.1423 0.1650 0.1896 0 .2159 0 .2441 0.2787 0.3181 0 .3600 0 .4042 0 .4504 0.4973 0.5448 0.5929 0 .6416 0 .6910 0.7409 0.7915 0.8427 0 .8945 0.9469 1.0000 Hrad : 0.0342 0 .0684 0 .1026 0 .1368 0 .1711 0.2053 0.2395 0 .2737 0 .3079 0.3421 0 .3763 0 .41 05 0 .4 448 0.4790 0.5132 0.5474 0.5816 0 .6158 0 .6541 0.6337 0.5678 0 .5056 0 .4 612 0 .4338 0 .4195 0 .4146 0 .4164 0 .4231 0 .4 333 0 .4462 0.4611 0 .4777 0.4954 0 .5142 0.4643 0 .4839 0.5046 0.5260 0.5595 0.5980 0 .6372 0. 67 69 0. 7170 0 .7572 0 .7977 0.8382 0.8787 0.9192 0.9596 1. 0000 Width: 0. 0013 0 .0025 0.0038 0 .0051 0 .0064 0 . 0076 0.0089 0.0102 0 . 0115 0 .0127 0.0140 0.0153 0.0166 0 . 0178 0.0191 0.0204 0.0217 0.0229 0.0340 0.0681 0 .1022 0.1362 0 .1703 0.2044 0.2384 0. 2725 0 .3066 0.3406 0.3747 0.4088 0 .4428 0.4769 0. 5110 0.5451 0 . 7160 0 .7613 0.8067 0.8521 0. 8725 0.8841 0 .8957 0 .9073 0.9189 0.9305 0.9421 0.9536 0 .9652 0 .9768 0.9884 1 .0000 Transect 6983w Area: 0.0003 0.0008 0 .0014 0.0020 0 .0028 0 .0037 0.0047 0 .0058 0 .0070 0 .0082 0.0096 0. 0111 0 . 012 6 0.0143 0.0161 0 .0179 0.0199 0 .0222 0.0256 0.0301 0 .0356 0 .0422 0 .0499 0 .05 87 0.0685 0 .0795 0 .0914 0 .1045 0 .1186 0 .1338 0.1501 0.1675 0.1859 0 .2125 0.2513 0 .2916 0.3332 0 .3762 0.4205 0 .4663 0. 5134 0.5620 0 .6119 0.6632 0 . 7159 0.7699 0.8254 0 .8822 0 .9404 1. 0000 Hrad : 0.0455 0.1098 0 .1664 0 .2183 0 .2673 0 .3141 0.3595 0 .4038 0.4472 0 .4900 0 .5323 0.5742 0.6157 0.6569 0.6979 0 .7387 0.7793 0 .8322 0.8487 0.8384 0 .8166 0.7927 0. 7714 0.7546 0.7 4 28 0.7358 0.7331 0.7341 0.7382 0 .7450 0.7541 0.7651 0 .7777 0 .6507 0 .6287 0.6256 0.6340 0 .6497 0.6704 0 .6944 0 . 7208 0.7489 0 .7784 0 .8087 0.8397 0 . 8712 0.9031 0.9353 0.9676 1. 0000 Width: 0 .0075 0. 0091 0.0107 0.0123 0.0139 0 .0155 0. 0171 0.0187 0 .0203 0 .0219 0 .0235 0.0251 0 .0267 0.0283 0.0299 0.0315 0.0331 0.0475 0.0653 0.0831 0.1009 0 .1187 0.1365 0.1543 0 .172 1 0 .1899 0.2077 0 .2255 0 .2433 0 . 2611 0 .2789 0 .2967 0.3145 0.6328 0.6557 0 .6787 0 .7016 0.7246 0 .7475 0. 7705 0 .7934 0.8164 0.8393 0 . 8623 0 .8852 0 .9082 0. 9311 0.9541 0.9770 1 .0000 Transec t 7229e Area: SWMM 5 -Prop Interim 1 25 Year Page 15 0 .0001 0 .0002 0 .0005 0.0009 0 .0014 0.0020 0.0027 0 .0036 0 .00 4 5 0.0056 0.0068 0 .0081 0 .0095 0 . 0110 0 .0 1 62 0.0239 0 .0326 0 .0425 0 .0534 0 .0654 0 .0785 0.0927 0 .1 080 0 .1 2 4 3 0.1 4 18 0 .1603 0 .1799 0 .2016 0 .2281 0 .2 5 95 0.2953 0.3317 0 .3682 0.4 0 4 7 0 .4413 0.4780 0.5147 0 . 5514 0 .5882 0.6250 0.6619 0.6990 0 .7361 0 .7734 0.8109 0.8484 0.8861 0 .9240 0 .96 1 9 1.0000 Hrad : 0 .0242 0 .0484 0 .0725 0 .0967 0 .1209 0 .1451 0.1 692 0 .1 934 0.2176 0 .2 4 18 0.2659 0.2901 0 .3143 0 .3385 0.1 217 0.1604 0.1945 0 .2252 0 .2535 0.2798 0.3047 0.3284 0 . 35 11 0 .3731 0 .3 9 44 0 .4152 0 .4355 0 .434 1 0 .4301 0 .4283 0.4380 0 .4617 0.4878 0 .5155 0 .5 4 45 0.5743 0 .6049 0 .6359 0 .667 4 0 .6 9 93 o. 7290 0.7584 0 .7880 0 .8178 0 .8479 0.8781 0.9084 0 .9388 0 . 9694 1 .0000 Width : 0 .0029 0.0059 0 .0088 0 . 0117 0.0147 0.0176 0.0205 0 .0235 0 . 0264 0 .0293 0.0323 0.0352 0 .038 1 0 .0411 0 .1 866 0 .2151 0 .2436 0 . 272 1 0 .3006 0 . 3291 0.3575 0.3860 0 .4145 0 .4430 0 .4 71 5 0 .5000 0 .5285 0 .6299 0 .7585 0. 8871 0 .9545 0 .9558 0 .9571 0.9584 0 .9597 0 .9610 0.9623 0 .9636 0 .96 4 9 0.9661 0. 9690 0 . 9725 0 .9759 0 .9794 0.9828 0 .9862 0.9897 0 .9931 0 .9966 1.0000 Transect 7229m Area: 0.0001 0 .0004 0 .0008 0 .001 5 0.0023 0.0033 0.0046 0 .0059 0.0075 0.0093 0. 0112 0. 0134 0 .0157 0 .0182 0.0209 0.0238 0 .0269 0 .0310 0.0369 0 .044 6 0 .0541 0 .0654 0 .0786 0 .0935 0 .11 02 0.1288 0.1491 0 .1713 0 .1952 0.2210 0 .2486 0 .2779 0 .3093 0 .3 4 30 0.379 1 0.4176 0.4578 0 .4981 0.5386 0 .5793 0.6201 0.6610 0 .702 1 0.743 4 0 .7848 0.8263 0.8680 0 .9099 0.9537 1 .0000 Hrad: 0 .0283 0 .0567 0 .0850 0 . 11 34 0 .1 4 1 7 0.1701 0.1984 0 .2268 0 .2 551 0 .2835 0. 3118 0.3402 0 .3685 0 .3969 0 .4252 0 .4536 0.4824 0 .5092 0 .5079 0 .49 4 2 0.4778 0 .4634 0.4528 0 .4462 0 .4433 0.4436 0.4465 0.4517 0 .4 587 0 .4672 0.4770 0 .4878 0 .4985 0 .5092 0 .52 0 4 0.5319 0.5602 0 .5928 0 . 6262 0 .6602 0.6947 0. 7294 0 .7645 0 .7998 0 .8352 0.8708 0.9065 0 .9402 0 .9706 1.00 0 0 Width: 0.0039 0 .0078 0 .0117 0.0 1 57 0 .0196 0.0235 0.0274 0 . 0313 0 .03 5 2 0.0391 0.0431 0 .0470 0 .0509 0.0548 0.0587 0. 0626 0 .0674 0 .1055 0.14 35 0 .1 815 0.2195 0 .2575 0 .2955 0 .3335 0. 3715 0.4095 0.4475 0 .4856 0 .5236 0 .5616 0.5996 0 .6376 0 .6842 0 .73 51 0 .7860 0.8369 0.8484 0 .85 1 5 0 .8546 0 .8577 0.8608 0.8639 0 .8670 0.8701 0 .873 1 0.8762 0 .8793 0 .8971 0.9 4 86 1. 0000 Transect 7229w Area: 0.0001 0.0002 0.0005 0.0009 0 .0013 0.0019 0.0028 0.004 1 0 .0056 0.0075 0.0097 0.0122 0.0150 0 .018 1 0.0216 0.0254 0.0295 0.0340 0 .0388 0.0438 0.0492 0.0550 0.0610 0 .0674 0.0741 SWMM 5 -Prop Interim 1 25 Year Page 16 0 .0811 0.0885 0.0974 0 .1126 0 .1312 0 .1 530 0 .1 780 0 .2064 0.2380 0 . 2728 0.3110 0.3523 0 .3952 0.4392 0.4845 0 .5308 0.5783 0 .6270 0 .6768 0 . 7278 0 .7799 0 .8332 0 .8877 0.9433 1. 0000 Hr ad: 0.0321 0 .0642 0.0962 0 .1283 0.16 04 0.1696 0 .1728 0.1895 0.2121 0 .2378 0 .2653 0 .2940 0.3235 0 .3535 0 .383 9 0 .4146 0 .4456 0. 4 767 0 .5081 0 .5395 0.5710 0 .6026 0.6343 0 .6661 0 .69 7 9 0. 7298 0 . 7 6 1 7 0.7865 0 .7795 0.7641 0.7459 0. 7287 0.7140 0 .7026 0 .6947 0.6900 0 .6912 0 .7051 0. 7228 0 .7433 0 .7657 0 .7895 0 .8143 0.8398 0 .8658 0.8923 0 .9190 0.9459 0 . 9729 1 .0000 Width: 0.0019 0 .0037 0.0056 0 .0075 0 .0093 0 .0129 0 .0185 0 .0241 0.0297 0 .0353 0 .0410 0 .0466 0 .0522 0 .057 8 0.0635 0.0691 0 .0747 0 .0803 0.0859 0 .091 6 0 . 0972 0 .1028 0 .1084 0 .114 0 0 . 1197 0.1253 0 .1309 0 .2379 0 .2949 0 .3519 0.4089 0.4659 0.5229 0.5799 0 .6369 0.6939 0 .7386 0.7587 0 .7788 0 .7989 0 .8190 0 .8391 0.8592 0 .8793 0 .8995 0.9196 0.9397 0.9598 0 .9799 1 .0000 Transect 7431e Area: 0.0001 0 .0002 0.0005 0.00 1 0 0 .00 1 5 0 .0022 0 .0053 0.0114 0.0181 0 .0255 0 .0335 0 .042 1 0.0513 0 . 0611 0 . 0 71 6 0.0826 0 .0943 0.1066 0 .1195 0.1331 0.1472 0 .1628 0.1807 0 .2009 0 .2234 0 .2482 0 .2753 0.3047 0 .3358 0 .3670 0.3983 0 .4296 0.4609 0.4923 0 .523 7 0 .5552 0 .5867 0.6182 0.6 49 8 0 .6814 0 .7131 0 .7448 0.7766 0 .8084 0 .8402 0. 8721 0 .9040 0 .9360 0.9680 1 .0000 Hrad: 0.0206 0.0411 0.0617 0 .0822 0 .102 8 0.1233 0.0387 0.0766 0.1 116 0 .144 1 0.1745 0.2032 0.2305 0. 2564 0 .281 2 0.3050 0 .3279 0.3501 0 .3717 0 .3926 0.4130 0 .4153 0.4193 0 .4239 0 .4285 0.4333 0 .4382 0.4433 0 .4592 0 .4802 0 .5025 0 .5258 0.5499 0 .5745 0 .5997 0 .6252 0 .6510 0.6771 0.7035 0 .730 0 0.7 566 0.7834 0 .8102 0. 8372 0 .8642 0. 8913 0.9184 0 .9 4 56 0 .9728 1 .0000 Width : 0.0037 0 .0075 0. 0112 0.0 1 50 0 .0 18 7 0.0225 0 .1816 0.2008 0 .2201 0.2393 0.2585 0 .2778 0 .2970 0 .31 6 2 0 .33 55 0.3547 0 .3739 0.3932 0.4 124 0 .4316 0.4509 0 .5220 0.5939 0.66 57 0 .737 6 0 .8095 0 .8814 0.9532 0. 9729 0 .974 2 0.9755 0 .9768 0.9781 0 .9794 0.9807 0.9820 0 .9832 0.9845 0.9858 0. 9871 0.9884 0 .9897 0 .9910 0.9923 0.9936 0.9948 0 .9961 0.9974 0.998 7 1.0000 Transect 7431m Area: 0 .0001 0 .0003 0 .0006 0.00 1 2 0.0018 0.0026 0 .0035 0.0046 0.0 058 0 . 0072 0.0087 0 .0104 0 .0 1 22 0 .0 141 0.0 162 0.0184 0.0208 0.0233 0 .0260 0.0288 0.0318 0 .0349 0.0381 0 .0415 0 .0 450 0 .0487 0 .0525 0.0595 0.0788 0 .1011 0 .1263 0 .1545 0.1856 0.2 19 6 0 .2566 0 .2965 0 .3393 0.3851 0.4338 0.4838 0 .5341 0 .5847 0 .6356 0.6868 0.7383 0 .7900 0.8421 0.8944 0 .9471 1.0000 S WM M 5 -Prop Interim 1 25 Year Page 17 Hrad: 0 .0205 0.0409 0 .0614 0 .0818 0 .1023 0 .1227 0 .1432 0 .1636 0 .1 841 0 .20 4 5 0 .2250 0.2454 0 .2659 0.2863 0 .3068 0 . 3272 0.3477 0 .3681 0.3886 0 .4 090 0 .4295 0 .4499 0 .4704 0.4909 0 . 5 11 3 0 .5318 0 .5522 0 . 5371 0 .4 559 0 .4 225 0 . 4117 0.4133 0 .4224 0.4361 0 .45 30 0 .4720 0.4925 0 .5142 0.5380 0 .5747 0.6136 0.6540 0 .6955 0.7377 0 .7806 0 .8240 0.8676 0 . 9116 0.9557 1 .00 00 Width: 0 .0027 0 .0054 0 .0081 0 .0 1 09 0 .0136 0 .0163 0.0190 0 .0217 0.0244 0 .0271 0 .0299 0.0326 0 .0353 0.0380 0.0407 0 .0434 0.0461 0 .0488 0.0516 0 .0543 0 .0570 0 .0597 0 .0624 0.0651 0 .0678 0 .0706 0.0733 0 .3369 0 .3922 0 .447 5 0 .5029 0 .5582 0 .6135 0.6688 0 .7241 0 .7794 0 .8347 0.8901 0.9398 0 .9453 0 .9508 0.9562 0 . 9617 0. 9672 0 . 9727 0 .9781 0.9836 0 .9891 0.9945 1 .0000 Transect 743lw Area : 0 .0000 0.0001 0.0004 0.0008 0. 0013 0.0021 0 .0030 0.0041 0 .0053 0 .0068 0.0084 0 .0102 0.0121 0 .0 14 3 0 .0 1 66 0.0190 0.0217 0 .0245 0 .0275 0 .0306 0.0344 0.0401 0 .0479 0.0579 0 .0700 0.0842 0.1005 0 .1190 0 .1395 0 .1622 0 .1 871 0.2 14 0 0.2431 0 .2743 0 .3076 0.3430 0 .3806 0 .4203 0 .4621 0.5054 0.5498 0.5954 0 .6420 0 .6898 0.7387 0.7887 0.8399 0 .8921 0.9455 1.0000 Hrad: 0.0336 0 .0604 0 .0776 0 .1 073 0 .13 97 0.1732 0 .2072 0 .2415 0 .2760 0.3105 0 .3452 0.3799 0.4147 0 .4494 0 .48 4 3 0.5191 0 .5539 0 .5888 0 .6237 0 .6586 0 .7033 0 .7144 0 .6974 0 .6703 0. 6433 0.6209 0 .6043 0 .5934 0 .5875 0 .58 5 8 0 .5878 0 .5926 0 .5999 0 .60 92 0 .620 1 0 .6325 0 .6460 0 .6605 0 .6770 0 .7037 0 .7314 0 .7600 0 .7892 0 .8188 0 .8487 0 .8788 0 .9090 0 .9393 0 . 9697 1 .0000 Width: 0 . 0011 0 .0026 0 .0057 0 .0088 0 .0120 0 .0151 0.0183 0 .0214 0.0245 0 .0277 0 .0308 0 .0339 0 . 0371 0 .0402 0 .0434 0 .0465 0 .0496 0 .0528 0 .0559 0.0590 0 .0845 0 .1231 0 .1616 0 .2002 0 .2388 0 .2774 0 .3159 0 .3545 0 .3931 0.4316 0 .4702 0 .5088 0 .5474 0 .5859 0.6245 0.6631 0 .7017 0 .7402 0 . 77 68 0 .7971 0.8174 0.8377 0 .8579 0.8782 0.8985 0.9188 0 .9391 0 .9594 0 .9797 1 .0000 Transect 7993 Area : 0 .0001 0.0002 0 .0005 0.0008 0 .0013 0 .0019 0.0026 0 .0045 0 .0075 0. 0 11 5 0 .0166 0 .0226 0 .0313 0 .0439 0 .0589 0 .0746 0 .0910 0 .1081 0 .1258 0.1441 0.1632 0.1828 0 .2032 0 .2241 0.2458 0 .2681 0.2910 0 .3147 0 .3389 0 .3638 0 .3894 0.4156 0 .4425 0 .4 701 0 .4 983 0 .5271 0.5567 0 .5868 0 .6176 0.6 4 9 1 0 .6813 0.7141 0 .7475 0 .7816 0.8 1 64 0.8518 0.8879 0 .9246 0 . 9620 1 .0000 Hrad: 0 .0191 0 .0382 0 .0573 0.0765 0.0956 0 .1147 0.1312 0 .0678 0 .0810 0 .0968 0 .1139 0.1316 0 .1073 0 .11 91 0.1462 0 .1777 0 .2083 0 .2380 0.2669 0.2951 SWMM 5 -Prop Interim 1 25 Yea r Page 18 0 .3227 0 .3498 0.3763 0.4024 0.4281 0.4534 0 .4783 0.5030 0 .5273 0.5 514 0.5752 0 .5988 0 .6222 0 .6453 0 .6 683 0. 6911 0 .7138 0 .7 363 0 .7586 0.7809 0.8030 0 .8250 0 .8468 0 .86 86 0 .8903 0. 9118 0 .9333 0.9547 0 .9761 1.0000 Width : 0.0027 0 .0054 0 .008 1 0 .0108 0.0135 0.0162 0 .0279 0.0657 0 .0923 0 .1189 0 .1 455 0 .1721 0. 2916 0 .3685 0.4027 0.4199 0 .4370 0.4541 0 .4713 0.4884 0.5056 0 .5227 0.5399 0 .5570 0.5741 0.5913 0 .6084 0 .6256 0 .6427 0 .6599 0.6770 0 .6941 0. 7113 0 . 7284 0 .7456 0.7627 0.7799 0 .7970 0 .8141 0.83 13 0.8484 0.8656 0.8827 0 .8999 0.9170 0.9341 0.9513 0.9684 0 .9856 1 .0000 Transect CAIN-OVER Area: 0 .0003 0 . 0014 0 .0031 0 .0055 0 .0087 0.0128 0 .0178 0.0237 0 .0306 0.0383 0 .0470 0.0567 0.0694 0 .0850 0.1012 0 .1180 0 .1354 0 .1533 0 .1718 0 .1907 0.2102 0 .2301 0.2506 0 . 2716 0.2932 0.3153 0 .3380 0.3613 0 .3851 0.4095 0 .4345 0.4600 0.4861 0 .5127 0.5399 0.5676 0.5959 0.6247 0 .6541 0 .6839 0 . 7144 0 .7454 0.7769 0 .8087 0.8406 0 . 8724 0 .9043 0.9362 0. 9681 1. 0000 Hr ad: 0 .0160 0 .0319 0 .0479 0.0639 0. 07 68 0 .0898 0 .1038 0 .1184 0 .1 333 0.1485 0 .1638 0 .1793 0.1444 0 .1705 0.1959 0 .2207 0 .2449 0.2693 0 .2934 0.3171 0 .3404 0 .3634 0.3860 0 .4075 0 .4284 0 .4492 0 . 4696 0.4899 0 .5100 0.5298 0 .5497 0 .5693 0.5889 0 .6083 0.6277 0 .6472 0 .6666 0.6858 0 .7050 0 .7240 0 .7429 0 .7617 0.7804 0 .8 1 07 0.8423 0 .8738 0.9054 0.9370 0 . 9685 1.0000 Width: 0 .0216 0.0433 0.0649 0.0866 0 .1133 0 .1423 0.1713 0.2003 0 .2293 0.2583 0 .2873 0 .3162 0.4808 0.4989 0.5170 0 .5351 0 .5532 0.5697 0 .5857 0.6017 0 .6177 0 .6337 0.6497 0 .6669 0.6847 0 .7024 0 . 7201 0.7379 0.7556 0.7733 0 .7909 0 .8084 0.8259 0 .8433 0.8605 0 .8775 0 .8944 0 . 9113 0 .9283 0.9452 0 .9621 0.9790 0.9960 0 .9980 0.9983 0 .9987 0 .9990 0.9993 0 .9997 1.0000 Transect DSofSiteExisting Area: 0 .0000 0.0001 0.0003 0.0004 0.0007 0 .0010 0. 0014 0 .0018 0.0024 0.0030 0 .0037 0 .0045 0 .0055 0.0065 0. 007 6 0 .0089 0 .0103 o. 0118 0.0134 0.0152 0 .0212 0 .0318 0.0440 0.0574 0.0719 0 .0878 0 .1052 0.1240 0 .144 2 0.1661 0 .1915 0 .2189 0 .2481 0.2800 0.314 7 0.3507 0.3881 0.4269 0. 4 671 0.5087 0 .5516 0 .5959 0.6416 0.6887 0 . 7371 0.7869 0 .8381 0.8907 0.9447 1.0000 Hrad: 0.0174 0 .0348 0.0522 0 .0696 0.0869 0 .1043 0.1217 0.1375 0.1515 0.1651 0.1790 0 .1931 0.2076 0.2220 0.2317 0 .2429 0 .2552 0.2683 0.2820 0.2963 0.2416 0.2140 0.2207 0 .2411 0.2644 0.2867 0.3125 0.3398 0 .3677 0.3949 0.3922 0. 42 62 0.4597 0.4884 0.5192 0 .5508 0 .5828 0.6150 0 .6474 0 .6798 0. 7121 0 .7445 0.7767 0 .8089 0.8410 S WMM 5 -Prop Interim 1 2 5 Year Page 19 0.8730 0 .9049 0 .9367 0 .968 4 1.0000 Width : 0.0010 0 .0020 0 .0030 0.0040 0.0050 0 .0060 0 .0070 0 .0087 0 .0105 0 .0122 0 .0139 0 .0157 0.0174 0.0192 0 .02 1 4 0 .0236 0 .0257 0 .0279 0 .0301 0 .0323 0 .1744 0 .2040 0 .2285 0 .2492 0 .27 1 2 0 .2968 0 .3225 0 .3482 0.3739 0 .4 1 20 0 .4734 0 .5051 0 .5359 0.6066 0 .63 1 2 0 .6558 0 .6804 0 .7050 0 . 7295 0 .75 4 1 0 .7787 0 .8033 0 .8279 0.8525 0 .8771 0 .9017 0 . 92 6 2 0 .9508 0 .9754 1 .0000 Transect DSofSiteRev Area : 0 .0001 0 .0006 0 .0013 0.0023 0 .0036 0 .0052 0 .0070 0 .0093 0 .0120 0.0153 0 .0190 0 .0233 0 .0280 0 .0333 0.0391 0 .0455 0 .0526 0 .0603 0 .0686 0.0775 0 . 0871 0 .0973 0.1081 0 .11 96 0.1 317 0 .1455 0 .1613 0.1792 0.1 992 0.2212 0 .2510 0 .2828 0 .3 1 77 0 .3538 0 .3905 0 .4277 0 .4654 0 .5036 0 .5 4 22 0 .5814 0 .6210 0 .6612 0 .7018 0 .7 4 29 0.7845 0 .8266 0 .8692 0 .9123 0.9559 1 .0000 Hrad: 0.0210 0 .0421 0 .0631 0.0842 0 .1052 0 .1 263 0 .1473 0.1664 0 .1 833 0 .1999 0 .21 6 6 0 .2338 0 .2513 0.2687 0 .28 0 5 0 .2941 0 .3089 0.3248 0 .3414 0 .3587 0 .3764 0 .3946 0.4131 0.4319 0 .442 1 0 .4366 0 .4385 0 .4437 0 .4507 0 .4589 0 .3450 0 .3821 0 .4149 0.4487 0 .4850 0 .5212 0 . 5572 0 .5930 0.6286 0.6638 0 .6988 0 .7334 0 .7678 0.8019 0.83 5 6 0.8691 0 .9022 0 .9351 0.9677 1 .0000 Width : 0 .0065 0 . 0130 0 .0194 0 .0259 0 .0324 0 .0389 0 .0454 0.0564 0.0676 0 .0789 0 .0901 0 .1014 0 .1126 0.1 24 1 0 .1383 0 .1 524 0 .1665 0 .1806 0.1948 0 .2089 0 .2230 0 .237 1 0 . 2513 0.2654 0.2878 0 .3341 0 .3804 0 . 42 68 0 .473 1 0.5 1 9 4 0 .6948 0.7523 0 .8108 0.8223 0.8334 0 .8445 0 .8556 0 .8667 0 .8778 0 .8889 0 .9000 0 . 91 11 0 .9222 0.9334 0.9445 0.9556 0 .9667 0 .9778 0 .9889 1. 0000 Transect ExistingBarracksChannel Area: 0 .0004 0 .00 1 7 0.0037 0.0066 0.0 1 04 0 .0149 0 .0203 0 .0265 0.0336 0.04 1 7 0 .0508 0.0609 0 . 0719 0.0840 0 .09 7 1 0 .1111 0.1262 0 .142 1 0.1587 0 .17 62 0 .1945 0.2 1 36 0 .2335 0.25 41 0.2756 0 .2979 0 .3209 0 .3448 0 .3694 0.3949 0 . 4211 0.4 4 82 0 .4760 0.5046 0.5334 0.5625 0.5919 0 .62 1 6 0.65 1 6 0 . 68 1 8 0. 7124 0 .7 4 32 0.7743 0 .8057 0 .8374 0 .8693 0.9016 0.9341 0 .9669 1.0000 Hr ad: 0 .0166 0.0332 0 .0498 0.0665 0.0831 0 .0997 0 .11 63 0.1329 0.14 75 0.1616 0 .1763 0 .1 913 0 .2066 0 .2221 0.2378 0 .2536 0 .2706 0 .2898 0 .3088 0.3275 0 .3460 0 .3644 0 .3827 0 .4008 0.4188 0 .4368 0 .4546 0 . 4723 0.4900 0.5076 0 .5252 0.5427 0 .560 1 0.5843 0. 6 11 7 0 .6388 0 .6658 0 .6925 0 .7191 0.745 4 0 .7716 0 .7976 0.8235 0 .8492 0.8747 0.90 0 0 0.9253 0 .9503 0.9752 1 .0000 Width: 0.0250 0 .0499 0.0749 0 .0998 0 .1 248 0 .1 498 0 .1747 0.1997 0 .2280 0.2580 0 .2880 0 .3181 0.3481 0 .3781 0.4081 SWMM 5 -Prop Interim 1 25 Year Page 20 0 .4381 0 .4662 0.4901 0 .5141 0 .538 1 0 .5621 0 .5861 0.6100 0 .6340 0 .65 8 0 0 .6820 0 .7060 0 .7299 0 .7539 0 .7779 0 .8019 0 .8259 0 .8498 0 .8635 0 .8721 0 .8806 0 .8891 0 .8976 0 .9062 0 .9 147 0 .9232 0 .93 1 8 0.9403 0 .9488 0 .957 4 0 .9659 0 .9744 0 .9829 0 .9915 1 .0000 Transect OW-OVER Area : 0 .0 0 74 0 .0153 0 .0238 0 .0327 0 .0422 0 .0521 0 . 0626 0 .0736 0 .0852 0 . 0972 0 .1097 0 .1228 0.1 364 0 .1505 0 .1 651 0 .1802 0 .1958 0.2120 0 .2286 0 .2 4 5 8 0 .2635 0 .2817 0 .3004 0 .3 1 96 0 .33 9 4 0 .3596 0 .3804 0 .4017 0 .4 235 0 .44 58 0.4686 0 .4920 0.5 1 58 0 .5402 0 .565 1 0 .5905 0 . 6164 0. 6428 0 .6697 0 .6972 0 . 7252 0 .7536 0 .7826 0 .8121 0 .8422 0. 8727 0 .9038 0 .9353 0 .9674 1 .0000 Hrad : 0 .0347 0 .0674 0 .0982 0 .1 277 0 .1559 0 .1831 0 .2094 0.2350 0 .2599 0.28 4 2 0 .3080 0. 3313 0 .3543 0 .3769 0.3992 0 .4212 0 .4429 0.4644 0 .4856 0 .5067 0 .5276 0 .5484 0.5690 0 .5894 0.6097 0 .6 2 99 0 .6500 0.6700 0 .6899 0 .7097 0 .7295 0 .7491 0.7687 0.7882 0.807 7 0 . 8271 0 .8464 0 .8657 0 .88 4 9 0 .90 41 0 .9232 0 .9423 0 . 9614 0 .980 4 0 .9 9 94 1. 0184 1. 0373 1. 0562 1 .0750 1. 0000 Width : 0 .2133 0 .2276 0 .2419 0 .2562 0 .2705 0 .2848 0.2991 0 .3134 0.3277 0 .3 4 20 0 .3563 0 .3706 0 .3849 0.3992 0.41 35 0 .4278 0 .44 21 0.4 564 0 .4 708 0 .4 8 5 1 0 .4994 0 .5 1 37 0.5280 0 .5 4 23 0 .5 5 6 6 0 .5709 0.5852 0 .5995 0 .6138 0 .6281 0 .6424 0.6567 0. 6710 0 .6853 0 . 6996 0 .7139 0 . 7282 0 .7425 0 .7568 0 .77 1 2 0 .7855 0 .7998 0 .8141 0 .8284 0.8 4 27 0 .8570 0 . 8713 0 .8856 0 .8999 1.0000 Transect PropSecA-A Area : 0 .0 0 80 0 .0160 0.0241 0.0323 0 .0 4 06 0 .0490 0 .0574 0 .0659 0 .0745 0 .0832 0 .0919 0 .1 008 0 .1097 0 .11 87 0 .1 278 0 .1369 0 .1 46 1 0 .15 54 0 .1 648 0 .17 43 0 .1 838 0.1 935 0.2032 0 . 2130 0.2228 0 .2354 0 .2532 0.2763 0.3 0 45 0.3 34 5 0 .3648 0 .3953 0.4262 0.4574 0 .4 890 0 .5208 0 .5530 0.5855 0 .6183 0 .6 51 4 0 .6848 0. 7186 0.7527 0 .7870 0 .8217 0 .8568 0.8921 0 .9277 0. 9637 1.0000 Hrad : 0 .0070 0 .0 1 38 0 .0205 0 .0270 0 .0334 0 .0396 0.0458 0 .05 1 8 0 .0577 0 .0 6 35 0 .0692 0 .0748 0.0803 0 .0857 0 .0910 0 .0963 0 .1014 0.1065 0 .1115 0.1164 0 .1213 0 .1 261 0 .1308 0 .1355 0 .1 401 0 .1450 0 .1499 0 .1571 0 .1 692 0 .1909 0 .2173 0.2472 0 .2800 0 .3150 0 .3 5 19 0 .3902 0 .4299 0.4706 0 .5121 0 .5 54 5 0 .5974 0 .6409 0 .6848 0 . 7291 0 .7737 0 .8186 0 .8637 0.9090 0.9544 1 .0000 Width: 0.2196 0 . 2217 0 .2239 0 .2261 0 .2283 0 .2304 0 .2326 0.2348 0 .2370 0 .2391 0 .2413 0 .2435 0.2457 0 .2 4 78 0 .2500 0 .2522 0 .2543 0.2565 0 .2587 0 .26 0 9 0 .2630 0 . 2652 0 . 2 67 4 0.2696 0 . 2 71 7 0 .4167 0 .5616 0 .7065 0 .8174 0 .826 1 0 .8348 0 .8435 0.8522 0 .8609 0 .8696 0 .8783 0 .8870 0.8957 0 .9043 0 . 9130 SWMM 5 -Prop Interim 1 25 Ye ar Page 21 0 .9217 0.9304 0.9391 0.9478 0 .9565 0 .9652 0.9739 0 .9826 0.9913 1. 0000 Transect PropSecB -B Area : 0 .0059 0. 0118 0 . 0178 0 .0239 0.0301 0 .0363 0.0426 0 .0489 0.0554 0 .0619 0 .0685 0.0751 0 .0818 0.0886 0 .0955 0 .1024 0.1094 0 .1164 0.1236 0 .1308 0 .1381 0.1485 0 .1636 0.1833 0 .2054 0 .2277 0.2503 0 .2732 0 . 2964 0.3198 0 .3435 0 .3675 0 .3918 0.4164 0 .4412 0 .4664 0.4918 0 .5175 0.5434 0 .5697 0 .5962 0.6233 0 .6540 0. 68 94 0 . 7295 0.7743 0.8237 0 .8778 0 .9366 1 .0000 Hrad : 0 .0676 0.1334 0 .1974 0.2599 0 .3208 0.3803 0 .4384 0.4953 0 .5509 0 .6053 0.6586 0. 7109 0.7621 0 .8124 0 .8618 0.9103 0.9580 1. 004 9 1. 0510 1 .0964 1.1430 1.1679 1.1496 1.1 038 1 .0653 1. 0428 1. 0311 1. 0271 1. 0288 1 .0347 1. 0439 1 .0556 1. 0694 1.0846 1 .1012 1.1187 1.1371 1.1562 1.1758 1 .1958 1. 2162 1 .2138 1.1743 1.1426 1.1147 1. 0890 1. 0648 1.0419 1.0203 1 .0000 Width: 0.0898 0.0909 0.0920 0.0930 0 .0941 0 .0951 0.0962 0.0973 0.0983 0 .0994 0.1005 0.1015 0.1026 0.1037 0 .1047 0 .1058 0.1069 0 .1079 0.1090 0 . 110 1 0.1228 0.1938 0.2648 0.3330 0 .3373 0.3415 0.3458 0 .3501 0.3543 0 .3586 0 .3628 0. 3671 0. 3714 0 .3756 0 .3799 0 .3841 0.3884 0.3927 0.3969 0 .40 12 0.4054 0.4320 0.5030 0.5740 0 .6450 0 .7160 0.7870 0 .8580 0.9290 1 .0000 Transect PropSecC-C Area : 0.0063 0.0128 0 .0194 0. 02 62 0 .0331 0 .0401 0.0473 0 .0546 0.0621 0 .0697 0 .0775 0.0853 0.0934 0 .1015 0 .1098 0 .1183 0.1278 0.1450 0 .1630 0 .1 8 1 6 0 .2008 0.2205 0 .2408 0 .2617 0 .2831 0 .3052 0.3278 0 .3510 0.3747 0 .3991 0 .4240 0.4495 0.4756 0 .5022 0 .5295 0 .5573 0.5856 0 .6146 0.6441 0 .6742 0 .7049 0.7362 0 .7680 0.8004 0.8333 0 . 8 664 0.8996 0.9329 0 .9664 1.0000 Hrad : 0.0487 0.0951 0.1393 0 .1817 0.2223 0.2613 0 .2989 0.3352 0.3704 0.4044 0 .4374 0.4695 0.5007 0. 5311 0 .5608 0 .5898 0 .6160 0.6069 0.6047 0.6074 0 .6134 0 .6215 0 . 6311 0.6418 0 .6532 0 .6653 0.6777 0.6904 0 .7033 0 .7164 0 . 7295 0 .7427 0 .7559 0 .7691 0 .7823 0.7955 0 .8086 0.8217 0 .8347 0.8477 0 .8606 0.8734 0.8862 0.8989 0 .9143 0 .9312 0.9482 0.9654 0.9827 1 .0000 Width: 0 .1902 0.1944 0.1986 0.2028 0 .2070 0 . 2112 0.2153 0.2195 0.2237 0 .2279 0.2321 0.2363 0 .2405 0 .2447 0 .2488 0.2530 0 . 42 64 0 .5259 0.5430 0 .5601 0 .5773 0 .5944 0.6115 0.6286 0 .6457 0 .6629 0 .6800 0.6971 0.7142 0 .7313 0 .7485 0. 7656 0.7827 0.7998 0 .8169 0 .8341 0.8512 0 .8683 0.8854 0 .9026 0 .9197 0 .9368 0.9539 0.9710 0 .9795 0 .9836 0.9877 0 .9918 0.9959 1 .0000 Transect PropSecD-D Area: SWMM 5 -Prop Interim 1 25 Year Page 22 0 .0002 0 .0008 0.0017 0.0030 0 .0047 0.0068 0 .0092 0.0121 0 .0 1 53 0 .0188 0 .0227 0 .0270 0 .0315 0 .0365 0 .04 1 8 0 .0474 0.0534 0 .0597 0.0668 0 .0747 0 .0915 0 .1201 0 .1 489 0 .1780 0 . 2072 0 .2367 0 .2663 0 .2962 0 . 3263 0 .3566 0 . 3871 0 .4178 0 .4488 0.4 799 0 . 5 11 3 0 .5429 0 .5746 0.6066 0.6388 0. 671 1 0 .7035 0 . 7360 0 .7686 0 . 8013 0 .8342 0 .8671 0 .9002 0 .9333 0.9666 1 .0000 Hrad: 0 .0167 0 .0334 0 .0500 0.0667 0.0834 0 .1001 0 .1167 0 .1334 0.1503 0 .1681 0 .1857 0 .2032 0 .2205 0.2377 0.2549 0 .2719 0 .2890 0.3057 0 .3201 0 . 3326 0 .1078 0 .1404 0 .1728 0 .2050 0 .2369 0 .2685 0.3000 0.3312 0 .3622 0 .393 1 0 .4236 0 .4540 0.4842 0 .5143 0 .5441 0 .5737 0 .6032 0 .6324 0 .6632 0 .6943 0 . 7253 0 .7562 0 .7870 0 .8 1 77 0 .8483 0 .8789 0 .9093 0 .9396 0 . 9699 1 .0000 Width : 0 . 0113 0 .0225 0 .0338 0.0451 0 .0563 0 .0676 0 .0788 0.0901 0 .1012 0 .1115 0 .1218 0 .1322 0 .1425 0.1528 0.1631 0 .1735 0 .1838 0 .1994 0 .2247 0.2500 0 .8523 0 .8587 0 .8650 0 .8714 0 .8777 0 .8840 0 .8904 0 . 8 967 0 .9031 0 .9094 0 .9157 0 .9221 0 .9284 0 .9347 0 . 94 11 0 .9474 0 .9538 0 .960 1 0 . 9641 0 .9674 0 .9706 0 .9739 0 .9771 0 .9804 0 .9837 0 .9869 0 .9902 0 .9935 0 . 9967 1 .0000 Transec t RoadSe c Area: 0 .0006 0.0024 0 .0053 0.0094 0 .0 1 47 0.0212 0 .0288 0 .0376 0.0 4 76 0.0 5 88 0 . 0711 0 .0846 0 .0993 0 .1152 0 .1323 0.1505 0.1699 0 .1902 0.2107 0.2312 0.2516 0 .2721 0 .2926 0. 3131 0.3336 0.3541 0.3746 0 .3951 0 .4 1 56 0.4361 0 .4566 0 .4772 0 .4978 0.5 1 94 0 .5420 0 .5655 0 .5901 0 .6156 0 .6 4 22 0 .6697 0.6982 0 . 7278 0 .7583 0 .7898 0 .8224 0 .8559 0 .8904 0 .9260 0 .9625 1 .0000 Hr ad: 0.0151 0.0302 0 .0454 0 .0605 0.0756 0.0907 0 .1059 0 .1210 0 .13 61 0 .1 512 0.1664 0 .1815 0 .1966 0.2 11 7 0. 22 69 0.2420 0 .2571 0 . 2811 0. 3 11 0 0.3408 0.3705 0 .4002 0 .4299 0.4 594 0.4 889 0.5184 0 .5478 0 .5771 0.6064 0.6356 0 .6648 0 .6939 0 . 7230 0.7507 0 . 7765 0 .8004 0 .8226 0 .8432 0.8623 0.8800 0.8964 0 .9116 0 .9256 0.9387 0 .9508 0 .9621 0 .9726 0.9824 0.99 1 5 1.0000 Width: 0 .0309 0 .0618 0 .0928 0.1237 0 .1546 0 .1855 0.2165 0 .2474 0.2783 0 .3092 0 .3402 0 . 3711 0 .4020 0.4329 0.4638 0 .4948 0 .5257 0 .5382 0.5383 0.5385 0 .5386 0 .5387 0 .5388 0.5390 0.5391 0 .5392 0 .5393 0 .5394 0.5396 0.5397 0 .5398 0 .5399 0 .5540 0.5802 0.6064 0 .6327 0 .6589 0 .6852 0. 711 4 0.7376 0 .7639 0 .7901 0 .8163 0.8 4 26 0 .8688 0 .8951 0 .9213 0 .9475 0.9738 1.0000 Transect RR-OVER Area : 0 .0017 0 .0042 0 .0074 0 . 0114 0 .0 1 61 0 .0216 0 .0278 0 .0348 0 .0425 0 .0509 0 .0601 0 .0700 0 .0807 0.0921 0.1043 0 .1172 0 .1309 0 .1453 0.1 605 0 .1764 0.1930 0 .2104 0.2285 0.2474 0.2670 SWMM 5 -Prop Interim 1 25 Year Page 23 Hr ad : Width: 0.2874 0.4005 0.5321 0 .6825 0.8514 0 .0 318 0.1430 0.2428 0.3408 0.4382 0.5353 0.6322 0. 7291 0 .8259 0 .9226 0.0546 0 .1510 0.2475 0.3440 0.4405 0.5369 0 .6334 0. 7299 0. 8264 0.9228 ********************* Control Actions Taken ********************* 0 .3085 0 .4253 0 .5607 0 . 7148 0.8874 0. 0571 0.1632 0 . 2625 0 .3603 0 .4576 0.5547 0.6516 0.7484 0 .8452 0.9420 0.0739 0.1703 0.2668 0.3633 0 .4598 0 .5562 0 .6527 0 .7492 0 .8456 0.9421 ************************** Runoff Qu a n tity Conti n u ity ************************** Total Precipitation ..... . Evaporation Loss ........ . I nfiltration Loss ....... . Surface Runoff .......... . Final Surface Storage ... . Continuity Error (%) .... . ************************** Flow Rout ing Continuity ************************** Dry Weathe r Inflow Wet Weat h er Inflow ...... . Groundwa t er Inflow ...... . RDII Inflow ............. . External I nflow ......... . External Outflow ........ . Internal Outflow ........ . Storage Losses .......... . Initial Stored Volume ... . Final Stored Volume ..... . Continuity Error (%) .... . ************************* Highest Co n tinuity Er rors ************************* Node 743lm (8.69 %) Node MH-l-3A (1.61%) *************************** Time -Step Critical Elements *************************** Link RR-Cl (18.06 %) Link Pl.2-c (4.23%) SWMM 5 -Prop Interim 1 25 Year 0 .3304 0 .4 509 0 .5900 0 .7478 0 .9242 0 .0 7 99 0 .1 8 3 3 0 .2821 0 .3798 0 .4770 0 .5741 0. 6710 0 .7678 0 .8646 0 .9613 0 .0932 0 .1896 0.2861 0 .3826 0.4791 0 .5755 0 . 6720 0 .7685 0 .8649 0. 9614 Vol um e a c re-fee t 4 54 .1 95 0 .000 92 .780 3 57.823 3 . 6 4 0 -0 . 011 Volume acre-feet 0 .000 35 7.823 0 .000 0.000 0 .000 357 .277 0 .000 0 .000 47.990 49 .079 -0 .1 34 0 .3530 0 .4772 0 .6201 0 .7816 0.9617 0 .1015 0.2032 0 .3017 0 .3993 0. 4965 0.5935 0.6903 0. 7872 0 .8839 0.9807 0 .1125 0 .2089 0.3 0 54 0 .4 01 9 0 .4983 0 .59 4 8 0.69 1 3 0 .7878 0.88 4 2 0 .9807 De p th i n ches 8 .400 0 .000 1 . 716 6 .618 0 .067 0 .000 1 1 6 .602 0 .000 0 .000 0 .000 1 1 6.424 0 .000 0 .000 15 .638 15 .993 0 . 37 64 0 .5043 0 .6 50 9 0 .8161 1 .0000 0 .1225 0 .2230 0 .32 1 3 0 .4 18 7 0 .5 1 59 0.6 1 28 0 .7097 0 .8065 0 .9033 1 .0000 0 .1 318 0 .2282 0 .32 4 7 0 .4 2 1 2 0 .5 1 76 0 .6 141 0 . 7106 0 . 80 71 0 .9035 1 .0000 Page 24 ******************************** Highe s t Flow Instability Inde xes ******************************** Li nk P -1.3A (11 ) Link WP3A (10) Link Pl.2-a (9) Lin k P -1.3C (9 ) Li n k 14Am (8) ************************* Routing Time Step Summary ************************* Minimum Time Step Average Time Step Maximum Time Step Percent in St e ady State Average Ite r ations per Step *************************** Su bcatchmen t Runoff Summ a ry *************************** 0.50 se c 0 .93 sec 1. 00 sec 0 .00 2 .35 -------------------------------------------------------------------------------------------------------- To t al To t al To t al To t al Total Tota l Peak Runoff Precip Run on Evap I nfil Runoff Runo f f Runoff Coe ff Subcatchment in in in in in 10 A6 gal CFS -------------------------------------------------------------------------------------------------------- Al 8 .40 0 .00 0.00 0 .53 7 .83 2.87 66.53 0 .932 A2 8 .40 0 .00 0.00 2 .61 5.74 1. 75 29 .42 0 .684 A3 8 .40 0 .00 0 .00 1. 93 6 .42 2.36 53.20 0 .764 A4 8 .40 0 .00 0 .00 2 .24 6.11 2 .54 57 .14 0 . 727 Bl 8 .40 0 .00 0.00 1. 43 6 .92 3 .65 87 .91 0.824 Cl 8 .40 0 .00 0.00 1.1 3 7.22 2.69 64. 97 0 .860 C2 8 .40 0 .00 0.00 2 .1 3 6 .22 0 .37 9 .70 0.741 C3 8 .40 0 .00 0.00 2 .1 4 6 .21 1.14 28.88 0 .739 0 1 8 .40 0 .00 0 .00 0 .48 7 .88 0.79 18.35 0.938 El 8 .40 0 .00 0.00 2 .21 6.14 0.43 9.79 0.731 E2 8 .40 0 .00 0.00 2 .1 9 6.16 2.27 49.82 0.734 E3 8 .40 0 .00 0 .00 2.21 6.14 0.65 14 .27 0.731 E4 8 .40 0 .00 0 .00 2 .04 6.31 4. 62 93 .80 0.751 Fl 8 .40 0 .00 0 .00 2 .10 6 .17 5.20 106.62 0.735 F2 8 .40 0 .00 0.00 0.87 7.48 0.92 21. 87 0.891 F3 8 .40 0 .00 0.00 1. 99 6.30 5 .90 136.60 0.750 F 4 8 .40 0 .00 0 .00 2.21 6 .14 17 .39 359.50 0 .730 FS 8 .40 0 .00 0.00 2 .03 6 . 26 19 .90 487 .28 0 .745 F6 8.40 0 .00 0.00 1. 67 6.68 13.74 325 .19 0 .795 Gl 8 .40 0 .00 0.00 1. 83 6 .52 1. 27 32 .57 0 .776 Pl 8 .40 0 .00 0.00 0 .70 7.65 0.32 7.49 0 . 911 P2 8 .40 0 .00 0.00 0 .81 7.55 1. 87 44 .28 0 .898 P3 8 .40 0 .00 0.00 1. 24 7.12 0 .70 17 .08 0 .847 P4 8 .40 0 .00 0 .00 0 .90 7 .46 0 .86 20 .63 0 .888 PS 8 .40 0 .00 0.00 0.64 7 . 71 2.44 57 .15 0.918 P6 8 .40 0 .00 0.00 0 .60 7 .76 3 .32 77 .72 0.924 P7 8 .40 0.00 0.00 1. 03 7.33 3.37 80.06 0. 872 PS 8.40 0 .00 0.00 1. 35 7 .01 4.96 120.85 0.834 pg 8 .40 0 .00 0 .00 0 .17 8.19 2 .10 47 .82 0 .975 PlO 8.40 0 .00 0.00 0.04 8 .31 0 .58 13.17 0 .990 P11 8 .40 0 .00 0 .00 0.53 7 .82 0.28 6.59 0 .931 Pl2 8 .40 0 .00 0.00 0 .1 9 8.17 0 . 72 16.44 0 . 972 P13 8 . 40 0 .00 0.00 0 .94 7 .41 2. 72 64 .53 0 .883 Pl4 8 . 40 0 .00 0 .00 0.87 7 . 49 1. 27 30 .33 0.891 PlS 8 . 40 0 .00 0.00 0 .0 4 8 .32 0.64 14 .49 0 .990 ****************** Node Depth Summary ****************** --------------------------------------------------------------------- Avera ge Maximum Maximum Ti me of Ma x Depth Depth HGL Occurrence Node Type F ee t Feet Feet d a ys hr :min --------------------------------------------------------------------- SWMM 5 -Prop Interim 1 25 Year Page 25 5400 JUNCTION 1. 79 6.74 287.69 0 13 :07 5431 JUNCTION 1. 82 6 .82 287.77 0 13:07 DS-2514 JUNCTION 1. 84 6 .85 287 .80 0 13 :07 US-2514 JUNCTION 1. 24 7 .55 289.37 0 13 :06 5646 JUNCTION 1. 54 7 .57 289 .39 0 13:06 5667 JUNCTION 1. 39 7 .27 289 .37 0 13 :06 OS-RR JUN CTION 1. 17 7 .09 289 .44 0 13:06 US-RR JUN CTION 1. 12 7 .27 289 .73 0 13 :06 5714 JUNCTION 1. 08 7 .17 289 .76 0 13:06 5750 JUNCTION 0 .99 6 .58 289 .77 0 13:06 OS -OW JUNCTION 1. 06 6 .53 289 .79 0 13:06 us-ow JUNCTION 1. 02 7 .17 291. 01 0 13:03 5800 JUNCTION 1.23 7 .11 291. 02 0 13:03 6000 JUNCTION 2 .20 7 .14 291.09 0 13:03 6200 JUNCTION 1. 71 6 .62 291.11 0 13:03 6400 JUNCTION 1. 45 6 .1 0 291.13 0 13:03 6600 JUNCTION 1.29 5 .64 291. 20 0 13:03 6800w JUNCTION 0 .25 2 .20 291. 20 0 13:03 6800m JUNCTION 1.10 5 .12 291. 22 0 13:03 6800e JUN CTION 0.44 3 .20 291. 20 0 13:03 6896w JUN CTION 0.29 1. 45 291. 25 0 13 :02 6896m JUN CTION 1. 02 4 .84 291. 24 0 13:02 6896e JUNCTION 0 .45 3.10 291. 20 0 13 :03 DS-CAINw JUNCTION 0 .24 1. 41 291.26 0 13:01 DS-CAINm JUNCTION 1. 22 4 .60 291.26 0 13:01 OS-Caine JUNCTION 0 .53 3 .13 291.26 0 13:01 US-CAINw JUNCTION 1. 22 3 .60 293 .50 0 12:31 US-CAI Nm JUNCTION 1. 06 5 .99 293 .50 0 12 :31 US-Caine JUN CTION 0 .81 5 .1 8 293 .50 0 12:31 6983w JUNCTION 1.19 3 . 62 293 .57 0 12:31 6983m JUNCTION 0 .92 5 .62 293.50 0 12:31 6983e JUNCTION 0 .77 5 .00 293 .50 0 12:31 7229w JUNCTION 0 .65 2 .33 294.23 0 12 :30 7229m JUNCTION 0.43 3.71 293 .50 0 12:31 7229e JUNCTION 0.60 3.70 293 .50 0 12 :33 OF-Site JUNCTION 1. 06 3 .23 295.93 0 12 :30 743lm JUNCTION 0 .01 0 .20 293.50 0 12 :31 743le JUNCTION 0.39 2 .40 293.50 0 12 :33 OS-Deacon JUNCTION 0 .89 5 .50 300 .44 0 14 : 35 US Deacon JUNCTION 0 .57 4 .55 300 .00 0 12:36 OS-Travis JUNCTION 0 .52 4.35 300 .14 0 12 :35 US-Travis JUN CTION 0.52 4 .77 300 .71 0 12 :34 J3 JUN CTION 0 .53 4 .48 301.17 0 12 :33 J2 JUNCTION 0 .30 3 .27 301. 34 0 12:32 DSCapps JUNCTION 0 .27 2 .63 304 .00 0 12 :30 USCapps JUNCTION 0 .31 2.94 304 .52 0 12 :30 Jl JUNCTION 0 .94 4. 72 306.84 0 12 :30 J-B2 JUNCTION 0.43 3 .84 305.34 0 12 :32 J-BP JUNCTION 0 .54 4.45 310.05 0 12 :30 OF-PONDl JUNCTION 0.84 3 .87 298.85 0 12 :52 Pl-BarPnd-01 J UN CTION 0 .1 0 4 .84 310 .84 0 12 :36 MH -l-2A JUNCTION 0 . 71 4.15 299.34 0 13 :15 MH-l-2B JUNCTION 0.87 4 .42 299 .42 0 12 :59 MH-l-3A JUNCTION 7.04 13 .60 302.60 0 12 :47 MH-l-3B JUNCTION 7.02 13 .16 302.16 0 12 :47 MH-l-3C JUNCTION 6 .94 11. 26 300.26 0 12 :50 p3.4-l JUNCTION 0.00 0 .19 301.19 0 12 :4 6 P3.4-2 JUNCTION 0 .01 0 .42 297 .62 0 12 :46 P3.4-3 JUNCTION 0 .00 0 .28 296.60 0 12 :46 PLUG JUNCTION 0.00 0.00 600.00 0 00 :00 OF-5300 OUTFALL 1. 80 6 .7 4 287 .37 0 13 :07 Ex-BarPnd STORAGE 0 .73 5.59 311.19 0 12 :36 Ex-WGPnd STORAGE 0 .24 2 .82 307.19 0 12 :30 PONDl STORAGE 8.91 12.41 299.41 0 12 :52 POND2 STORAGE 7 .18 10 .30 299.30 0 13 :16 POND3 STORAGE 10 .58 15 .1 0 302 .10 0 12 :46 POND4 STORAGE 6.66 8 .17 296.17 0 12 :30 ******************* Node Inf low Summary ******************* ------------------------------------------------------------------------------------- Maximum Maximum Lateral Total SWMM 5 -Prop Interim 1 25 Year Page 26 Lateral Total Time of Max Inf low Inflow Inf low Inflow Occurrence Volume Volume Node Type CFS CFS days hr:rnin 10 A6 gal 10 A6 gal ------------------------------------------------------------------------------------- 5400 JUNCTION 0 .00 1134 . 95 0 13 :07 0 .000 116 . 415 5431 JUNCTION 0.00 1134 . 98 0 13 :07 0 .000 116 .416 DS-2514 JUNCTION 0.00 1135. 02 0 13 :06 0 .000 116 . 421 US-2514 JUNCTION 0 .00 1135 .41 0 13 :06 0 .000 116 .422 5646 JUNCTION 0.00 1136 .81 0 13 :05 0 .000 116.422 5667 JUNCTION 0.00 1137 .50 0 13 :04 0 .000 116 . 423 DS-RR JUNCTION 0 .00 1137 .61 0 13 :04 0 .000 116 . 423 US -RR JUNCTION 0.00 1137 .68 0 13 :04 0.000 116 . 423 5714 JUNCTION 0.00 1140 . 04 0 13 :03 0 .000 116 . 423 5750 JUNCTION 0 .00 1145.47 0 13 :00 0 .000 116 . 423 DS-OW JUNCTION 0.00 1148 .94 0 13 :00 0.000 116 . 423 us-ow JUNCTION 0.00 1150.52 0 13 :00 0 .000 116 . 423 5800 JUNCTION 325 .18 1156.01 0 13 :00 13 .738 116 . 383 6000 JUNCTION 0 .00 1045.02 0 12 :59 0 .000 103 .207 6200 JUNCTION 0 .00 611.75 0 13:05 0.000 65.576 6400 JUNCTION 0.00 610.54 0 13:03 0 .000 65 .580 6600 JUNCTION 0.00 693.45 0 12 :31 0 .000 65.736 6800w JUNCTION 0.00 60.42 0 13:02 0 .000 1 .393 68 OOrn JUNCTION 0.00 638.63 0 12 :31 0 .000 55.214 6800e JUNCTION 0 .00 136.66 0 12:30 0 .000 9 .784 6896w JUNCTION 0 .00 12 .29 0 12:47 0.000 0.584 6896rn JUNCTION 0.00 646 .07 0 12 :31 0 .000 55.207 6896e JUNCTION 0 .00 138 .21 0 12:30 0 .000 9.784 DS-CAINw JUNCTION 136.59 173.61 0 12 :30 5 .900 13 .873 DS -CAINrn JUNCTION 0 .00 728. 93 0 12 :31 0 .000 56 .936 DS-Caine JUNCTION 0.00 141.03 0 12 :29 0 .000 10.161 US-CAINw JUNCTION 0.00 466 .34 0 12:31 0 .000 51. 452 US-CAINrn JUNCTION 0 .00 589.18 0 12 :31 0 .000 46.412 US-Caine JUNCTION 0 .00 106.03 0 12 :11 0.000 8.654 6983w JUNCTION 0.00 474.74 0 12 :30 0.000 51. 4 67 6983rn JUNCTION 0.00 158.14 0 12 : 11 0.000 3.480 6983e JUNCTION 0.00 139 .58 0 12 :29 0 .000 6 . 764 7229w JUNCTION 106.61 589 .05 0 12 :30 5 .201 53 .304 7229rn JUNCTION 0.00 111. 93 0 12 :30 0 .000 2 .248 7229e JUNCTION 21. 87 153 .32 0 12:30 0 .916 6 .385 OF-Site JUNCTION 65.12 487 .11 0 12 :29 2 .778 48 .101 743lrn JUNCTION 0.00 2 .22 0 12 :24 0.000 0.004 743le JUNCTION 136.12 136 .12 0 12 :30 5 .463 5 . 463 DS-Deacon JUNCTION 0.00 260 .11 0 12 :32 0.000 41.614 US Deacon JUNCTION 20.63 260.87 0 12:32 0.865 16 .943 DS-Travis JUNCTION 0.00 251. 39 0 12 :32 0 .000 16 .060 US-Travis JUNCTION 0.00 255 .47 0 12:31 0 .000 16 . 068 J3 JUNCTION 17.08 271. 27 0 12 :30 0.701 16 . 064 J2 JUNCTION 44.28 276 .19 0 12 :30 1. 867 15 .365 DSCapps JUNCTION 0.00 240 .12 0 12 :30 0.000 13 . 4 92 USCapps JUNCTION 7.49 241 .4 1 0 12:30 0.318 13 .493 Jl JUNCTION 95.95 233.9 1 0 12:30 4.622 13 .177 J -B2 JUNCTION 846 .73 846.73 0 12 :30 37.290 37 .290 J-BP JUNCTION 0.00 18 .21 0 12 :44 0 .000 3 .631 OF-PONDl JUNCTION 0.00 387 .11 0 12 :52 0.000 42 .353 Pl-BarPnd-01 JUNCTION 0.00 55 . 72 0 12 :40 0 .000 1. 273 MH-l-2A JUNCTION 6.59 61 .10 0 12 :30 0.283 4 .895 MH -l -2B JUNCTION 0.00 73 .22 0 17:25 0 .000 8 .276 MH -l -3A JUNCTION 0.00 636.50 0 13 :05 0.000 17 .519 MH-l-3B JUNCTION 0.00 164 .61 0 12:42 0.000 16 .233 MH-l -3C JUNCTION 0.00 161.59 0 12:41 0.000 16.252 p3.4 -l JUNCTION 0.00 21. 37 0 12:46 0 .000 0.256 P3 .4-2 JUNCTION 0.00 21. 34 0 12 :46 0 .000 0.256 P3.4 -3 JUNCTION 0.00 21. 33 0 12:46 0 .000 0 .256 PLUG JUNCTION 0.00 0.00 0 00:00 0 .000 0 .000 OF -5300 OUTFALL 0 .00 1134. 93 0 13:07 0 .000 116 .415 Ex -BarPnd STORAGE 110. 33 110. 33 0 12:30 4.904 4 .904 Ex -WGPnd STORAGE 87 .90 87.90 0 12:30 3 .651 3 .651 PONDl STORAGE 192.48 598.30 0 12:29 8 .296 80 .619 POND2 STORAGE 13.17 74.25 0 12 :30 0 .582 6 .063 POND3 STORAGE 373.23 645.39 0 12 :30 16 .500 20 .669 POND4 STORAGE 64.53 64.53 0 12 :30 2 . 720 4 .007 ********************** Node Surcharge Summary SWMM 5 -Prop In terim 1 25 Year Page 27 ********************** Surcharging occurs when water rises above the top of the highest conduit . Node Type OS-Deacon JUNCTION Jl JUNCTION J-BP JUNCTION MH-l-2A JUNCTION MH-l-2B JUNCTION MH-l-3B JUNCTION MH-l-3C JUNCTION PLUG JUNCTI ON POND2 STORAGE ********************* Node Flooding Summary ********************* No nodes were flooded. ********************** Storage Volume Summary ********************** Storage Unit Ex-BarPnd Ex-WGPnd PONDl POND2 POND3 POND4 Average Volume 1000 ft3 8 .336 1. 773 1222 .455 485.324 447 .967 142 .814 *********************** Outfall Loading Summary *********************** Outfall Node OF-5300 System ******************** Link Flow Summary ******************** Flow Freq. Pent. 98.41 98 .41 Hours Surcharged Max . Height Above Crown Feet 0.88 0.47 4.39 2.15 2.69 68 .00 68.00 68.00 1.19 Avg E&I Pent Pent Full Loss 3 3 58 55 43 54 Avg. Flow CFS 99 .49 99 .49 0 0 0 0 0 0 Max. Flow CFS 1134. 93 1134 . 93 1.194 0 . 718 2.449 1. 047 1. 415 9.162 7.256 0.000 0.542 Maximum Volume 1000 ft3 110. 823 43.709 1880.231 764.990 832.541 191. 334 Total Volume 10 A6 gal 116.415 116.415 Min. Depth Bel ow Rim Feet 1. 516 1.282 5.051 0.663 1. 585 1.838 4.744 0.000 1. 098 Max Pent Full 40 66 89 87 80 73 Time of Max Occurrence days hr:min 0 12:36 0 12:30 0 12 :52 0 1 3 :16 0 12 :46 0 12:30 ----------------------------------------------------------------------------- Maximum Time o f Max Maximum Max/ Max/ I Flow I Occurrence IVelocl Full Full Link Type CFS days hr :min ft/sec Flow Depth ----------------------------------------------------------------------------- 1 CHANNEL 1134. 93 0 13 :07 6.97 0.20 0.67 2 CHANNEL 1134. 95 0 13 :07 4. 71 1. 59 0.67 3a CHANNEL 1134. 98 0 13 :07 4 .1 0 0.77 0.67 2514-C CONDUIT 1135 . 02 0 13 :06 7.88 0.68 1. 00 2514-over CHANNEL 0 .00 0 00 :00 0.00 0.00 0.00 3b CHA NNEL 1135.41 0 13: 06 6.68 1. 07 0 .74 4 CHANNEL 1136. 81 0 13 :05 6 .38 0.03 0 .75 SA CHANNEL 1137 . 50 0 13: 04 4 . 72 0 .05 0.54 RR-Cl CONDUIT 1137 . 61 0 13 :04 5 .39 0 .68 0.86 SWMM 5 -Prop In terim 1 25 Year Maximum Outflow CFS 73.87 81. 85 435.89 24.52 644.52 56.79 Page 28 RR-OVER CHANNEL 0.00 0 00 :00 0 .00 0 .00 0 .00 SB CHANNEL 1137. 68 0 13 :04 4. 68 0 .05 0 .54 6 CHANNEL 1140. 04 0 13 :03 5.41 0.01 0 .54 7A CHANNEL 1145.47 0 13 :00 3.98 0 .03 0.54 ow-c CONDUIT 643.86 0 12 :36 23 .85 2 .10 1. 00 OW-OVER CHANNEL 697.92 0 13 :03 3 .10 0 .76 0.28 7B CHANNEL 1150. 52 0 13 :00 4 .08 0 .04 0.59 8 CHANNEL 1040.14 0 13:03 6 .13 0 .13 0 .59 9 CHANNEL 617.31 0 13 :07 0 . 75 0 .02 0.60 10 CHANNEL 611. 75 0 13 :05 0 .98 0 .02 0.58 11 CHANNEL 610.54 0 13:03 1. 41 0.02 0 .56 12w CHANNEL 60.14 0 13:04 0 .42 0 .00 0.56 12m CHANNEL 617.51 0 12:32 2.46 0 .15 0 .78 12e CHANNEL 99.75 0 13 :04 1.24 0 .00 0.45 13w CHANNEL 11. 83 0 12:59 0.80 0.01 0.29 13m CHANNEL 638.63 0 12:31 3.37 0.06 0.59 13e CHANNEL 136.66 0 12:30 3.48 0 .01 0.32 14Aw CHANNEL 12.29 0 12:47 1.19 0 .00 0.23 14Am CHANNEL 646.07 0 12 :31 8.49 0 .11 0.74 14Ae CHANNEL 138.21 0 12 :30 6 .25 0 .01 0.33 Cain-Cw CONDUIT 38 .55 0 12:35 7 .67 3 .09 0 .73 CAIN-Cm CONDUIT 114.26 0 12:20 8.08 1.11 1. 00 Cain-Ce CONDUIT 56.11 0 12:31 8. 79 1 .96 1. 00 CAIN-OVER CHANNEL 475 .43 0 12:31 3 .1 4 0 .06 0 .16 14Bw CHANNEL 466 .34 0 12:31 5.17 0 .12 0.59 14Bm CHANNEL 158 .14 0 12: 11 0 .51 0 .02 0.91 14Be CHANNEL 106.03 0 12 : 11 1. 42 0 .00 0.55 lSw CHANNEL 474.74 0 12:30 3 .02 0 .06 0.66 15m CHANNEL 108.60 0 12 :32 0 .44 0 .01 0. 72 lSe CHANNEL 139.58 0 12:29 2 .79 0 .01 0.56 16w CHANNEL 482.70 0 12 :30 5.38 0 .1 2 0.51 16m CHANNEL 2 .22 0 12 :24 0 .07 0.00 0.43 16e CHANNEL 131. 54 0 12 :30 1. 67 0 .01 0.44 17w CHANNEL 387.09 0 12 :53 5.07 0.04 0 .41 POND1-conx2 CONDUIT 103 .32 0 12 :32 8.86 0 .25 1. 00 PONDl-conx CONDUIT 156 .79 0 12:32 8.15 0 .25 1. 00 Deacon-c CONDUIT 260 .11 0 12 :32 6 .90 1.11 1. 00 C-C2 CHANNEL 250 .89 0 12:33 4.00 0 .33 0.74 Travis-C CONDUIT 251 .39 0 12 :32 8 . 71 1. 52 1. 00 C-Cl CHANNEL 255.47 0 12 :31 3.38 0 . 43 0.77 B-B2 CHANNEL 256 .62 0 12:30 3.37 0 .30 0 .81 B-Bl CHANNEL 235 .03 0 12 :30 4.51 0 .27 0 .61 Capps-C CONDUIT 240.12 0 12 :30 9 .77 1.10 0.79 SecA-A CHANNEL 233 .95 0 12:30 2 .53 1.13 0.87 P2 CONDUIT 55.88 0 12 :41 7 .90 1. 02 1. 00 Pl CONDUIT 18.17 0 12:44 5.78 1. 04 1. 00 R-A4 CONDUIT 734.15 0 12 :32 2 .19 0 .24 0.75 EQ-6800w CONDUIT 48.75 0 13 :02 1. 06 0 .00 0 .06 EQ-6800e CONDUIT 0.00 0 00:00 0 .00 0 .00 0 .00 EQ-6896w CONDUIT 0 .00 0 00 :00 0 .00 0 .00 0 .00 EQ-6896e CONDUIT 0.00 0 00:00 0 .00 0 .00 0.00 EQ-DS-Cainw CONDUIT 162.14 0 12:30 2 .27 0.02 0.43 EQ-DS-Caine CONDUIT 85.06 0 12 :29 1.18 0 .01 0.43 EQ-US-CainW CONDUIT 429.44 0 12:31 3 .33 0.06 0.51 EQ-US-Caine CONDUIT 49.68 0 12 :10 1.16 0 .01 0 .51 EQ-6983w CONDUIT 0.00 0 00 :00 0 .00 0 .00 0 .00 EQ-6983e CONDUIT 38 .84 0 12:27 0.35 0 .01 0 .34 EQ-7229w CONDUIT 111. 93 0 12 :30 2.54 0 .02 0 .07 EQ-7229e CONDUIT 0.00 0 00 :00 0.00 0.00 0 .00 EQ-743lw CONDUIT 0.00 0 00 :00 0.00 0 .00 0.00 EQ-743le CONDUIT 0.00 0 00 :00 0 .00 0 .00 0.00 Pl.2-a CONDUIT 242.17 0 00 :00 20 .89 0 . 43 1. 00 Pl.2-b CONDUIT 56.50 0 12:33 4 .00 1. 90 1. 00 Pl. 2-c CONDUIT 61. 09 0 12:30 4 . 67 0 .16 1. 00 P-l.3A CONDUIT 164.61 0 12:42 6 .55 10 .09 1. 00 P-l.3B CONDUIT 161. 59 0 12:41 6 .43 17 .79 1. 00 P-l.3C CONDUIT 161. 91 0 12 :42 6 .44 16 .91 1. 00 P3.4-a CONDUIT 21. 32 0 12:46 1.37 0 .03 0.33 P3. 4-b CONDUIT 21. 33 0 12 :46 5 .08 0 .13 0 .18 P3.4-c CONDUIT 21. 34 0 12 :46 2.67 0 .01 0 .12 Regl ORI FI CE 18. 21 0 12 :44 1. 00 WG-Weir WEIR 81. 85 0 12 :31 0 .78 Pl-Brk-Weir WEIR 55. 72 0 12 :40 0.24 Capps-OV WEIR 0.00 0 00 :00 0 .00 WPl.STAGEl WEIR 151. 52 0 12 :27 1. 00 SWMM 5 -Prop Interim 1 25 Yea r Page 29 WP1.STAGE2 WEI R 22S .0 4 0 12 :29 1. 00 WP3A WEI R 636.SO 0 13 :0S 0 .78 WP4a WEIR 28 .99 0 12 :3 1 1. 00 WP4b WEI R 28 .09 0 12 :30 0.29 WP1 -STAG E3 WEI R S2.69 0 12:S2 0 .27 W3bl WEI R 21 .37 0 12 : 4 6 0.1 6 WPl -EMERG WEI R 0 .00 0 00 :00 0 .00 *************************** Flow Class i fication Swnmary *************************** ----------------------------------------------------------------------------------------- Adju sted F raction o f Time in Flow Cl ass Avg . Av g. /Ac t ual Up Down Sub Sup Up Down F roude F l ow Conduit Length Dry Dry Dry Cr i t Cr it Cr it Cr it Number Change ----------------------------------------------------------------------------------------- 1 1. 00 0 .01 0 .00 0 .00 0 .94 o.os 0 .00 0 .00 0 .61 0 .0000 2 1. 00 0.01 0.00 0 .00 0 .99 0 .00 0 .00 0 .00 0 .36 0 .0000 3a 1. 00 0 .01 0 .00 0 .00 0 .99 0.00 0 .00 0.00 0.29 0 .0000 2Sl4 -C 1. 00 0.01 0 .00 0 .00 0 .99 0 .00 0.00 0 .00 0 .08 0 .0000 2Sl4-over 1. 00 1. 00 0 .00 0 .00 0.00 0 .00 0.00 0 .00 0 .00 0 .0000 3b 1. 00 0.01 0 .00 0 .00 0 .32 0.67 0 .00 0 .00 1. S6 0 .0000 4 1. 00 0 .01 0 .00 0 .00 0 .93 0 .06 0 .00 0 .00 0 .77 0 .0000 SA 1. 00 0.01 0 .00 0 .00 0 .99 0.00 0 .00 0 .00 0.11 0 .0000 RR-Cl 1. 00 0 .01 0 .00 0 .00 0 .99 0.00 0.00 0 .00 0 .2S 0 .0000 RR-OVER 1. 00 1. 00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0.00 0 .0000 SB 1. 00 0 .0 1 0 .00 0 .00 0 .99 0 .00 0 .00 0 .00 0 .27 0 .0000 6 1. 00 0 .01 0 .00 0 .00 0 .99 0 .00 0 .00 0.00 O.S4 0 .0000 7A 1. 00 0 .01 0 .00 0 .00 0 .99 0 .00 0.00 0.00 0 .36 0 .0000 ow-c 1. 00 0 .01 0 .00 0 .00 0 .98 0 .01 0 .00 0 .00 O.S7 0 .0001 OW-OVER 1. 00 0 .9S 0 .00 0 .00 0 .00 0 .00 0 .00 o.os 0 .04 0 .0000 7B 1. 00 0 .01 0 .00 0 .00 0.99 0.00 0 .00 0.00 0 .36 0 .0000 8 1. 00 0.01 0 .00 0 .00 0.99 0 .01 0.00 0.00 0.36 0 .0000 9 1. 00 0.01 0 .01 0 .00 0 .98 0 .0 0 0.00 0 .00 0 .04 0 .0 000 10 1. 00 0 .02 0 .00 0 .00 0 .98 0 .00 0 .00 0 .00 0 .14 0 .0000 11 1. 00 0.01 0 .00 0 .00 0 .98 0 .00 0 .00 0.00 0 .21 0 .0000 12w 1. 00 0.01 0 .00 0 .00 0 .99 0 .00 0.00 0.00 0.10 0 .0000 12m 1. 00 0 .01 0 .00 0 .00 0 .98 0 .00 0 .00 0 .00 0 .24 0 .0000 12e 1. 00 0 .01 0 .00 0 .00 0 .98 0 .00 0.00 0.00 0 .04 0 .0000 1 3w 1. 00 0 .0 1 0 .00 0 .00 0 .99 0 .00 0 .00 0 .00 0.2S 0 .0000 13m 1. 00 0 .02 0 .00 0 .00 0.98 0 .00 0 .00 0.00 0.30 0 .0000 13e 1. 00 0.0 1 0 .00 0 .00 0 .99 0 .00 0 .00 0.00 O.S l 0 .0000 14Aw 1. 00 0 .01 0 .00 0 .00 0 .99 0 .00 0 .00 0 .00 o.os 0 .0000 14Am 1. 00 0 .02 0 .00 0 .00 o.so 0.49 0 .00 0.00 0.97 0 .0001 14Ae 1. 00 0 .01 0 .00 0 .00 0 .98 0 .0 1 0 .00 0.00 O.S2 0 .0000 Cain-Cw 1. 00 0 .01 0 .00 0 .00 0 .8S 0.14 0 .00 0.00 0 .61 0 .0000 CAIN -Cm 1. 00 0 .02 0 .28 0 .00 0 . 71 0.00 0 .00 0 .00 0 .10 0 .0002 Cain-Ce 1. 00 0 .01 0 .07 0 .00 0 .92 0.00 0.00 0.00 0 .23 0 .0000 CAIN -OVER 1. 00 0 .90 0 .00 0 .00 0.00 0.00 0 .00 0 .10 0 .07 0 .0000 14Bw 1. 00 0 .01 0 .00 0 .00 0 .99 0 .00 0 .00 0.00 0 .16 0 .0000 14Bm 1. 00 0 .06 0 .03 0.00 0 .64 0 .27 0 .00 0.00 1.17 0 .0000 14Be 1. 00 0 .01 0 .00 0 .00 O.S3 0.46 0 .00 0.00 1. 74 0 .0000 l Sw 1. 00 0 .01 0 .00 0.00 0 .99 0.00 0 .00 0 .00 0 .32 0 .0000 lSm 1. 00 0 .09 0 .06 0 .00 0 .8S 0.00 0 .00 0.00 0.10 0 .0000 l Se 1. 00 0 .01 0 .00 0 .00 0.99 0 .00 0.00 0.00 0 .46 0 .0000 1 6w 1. 00 0 .00 0 .00 0 .00 0 .93 0.07 0 .00 0 .00 o.so 0 .0000 16m 1. 00 O .lS 0 .03 0 .00 0 .82 0.00 0.00 0 .00 0 .10 0 .0000 16e 1. 00 0 .01 0 .00 0 .00 0 .99 0.00 0.00 0.00 0 .32 0 .0000 17w 1. 00 0 .00 0 .00 0.00 0 .99 0 .01 0.00 0 .00 0 .30 0 .0000 POND1 -conx2 1. 00 0 .00 0 .00 0 .00 1. 00 0 .00 0 .00 0.00 0 . 26 0 .0003 PONDl -con x 1. 00 0 .00 0 .00 0 .00 1. 00 0.00 0 .00 0 .00 0 .14 0 .0006 Deacon-C 1. 00 0.0 1 0 .00 0 .00 o.ss 0 .00 0 .00 0.44 0 .3S 0 .0013 C-C2 1. 00 0 .01 0 .01 0 .00 0 .99 0 .00 0 .00 0 .00 0 .22 0 .0000 Travis-C 1. 00 0 .01 0 .00 0 .00 0 .99 0 .00 0 .00 0 .00 0 .47 0 .0001 C-Cl 1. 00 0 .01 0 .00 0 .00 0 .99 0.00 0 .00 0 .00 0.20 0 .0000 B-B2 1. 00 0 .01 0 .00 0 .00 0 .99 0.00 0 .00 0 .00 0 .18 0 .0000 B-Bl 1. 00 0.0 1 0 .00 0 .00 0 .99 0 .00 0 .00 0.00 0 .30 0 .0000 Capps-C 1. 00 0.0 1 0 .00 0 .00 O.Sl 0.4 8 0 .00 0 .00 0 .7S 0 .0000 SecA-A 1. 00 0.0 1 0 .00 0.00 0 .99 0 .00 0.00 0 .00 0 .07 0 .0000 P2 1. 00 0 .01 0 .82 0 .00 0 .17 0.00 0 .00 0.00 0 .01 0 .0000 P l 1. 00 0 .01 0 .10 0 .00 0 .89 0 .00 0 .00 0 .00 0 .11 0 .0000 R-A4 1. 00 0 .0 1 0 .00 0 .00 0 .99 0 .00 0.00 0.00 0 .03 0 .0000 EQ-68 0 0w 1. 00 0 .97 0 .00 0 .00 0 .02 0 .00 0.0 0 0.00 0 .01 0 .0000 SWMM 5 -Prop Interim 1 25 Year Page 30 EQ-6800e 1. 00 1. 00 0 .00 0 .00 0.00 0 .00 0 .00 0 .00 0 .00 0 .0000 EQ-6896w 1. 00 1. 00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0.0000 EQ-6896e 1. 00 1. 00 0 .00 0 .00 0.00 0.00 0 .00 0 .00 0 .00 0 .0000 EQ-DS -Cainw 1. 00 0 .01 0 .01 0 .00 0.07 0.00 0 .91 0 .00 0 .1 9 0 .0000 EQ-DS-Caine 1. 00 0 .91 0 .00 0 .00 0 .08 0.00 0 .00 0 .01 0 .01 0 .00 00 EQ-US-CainW 1. 00 0 .63 0 .00 0 .00 0 .11 0.00 0.00 0 . 26 0.24 0.0000 EQ-US-Caine 1. 00 0 .88 0.00 0 .00 0.11 0.00 0.00 0 .00 0.00 0.0000 EQ-6983w 1. 00 1. 00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0 .0000 EQ-6983e 1. 00 0 .90 0 .00 0 .00 0.10 0 .00 0.00 0 .00 0.00 0.0000 EQ-7229w 1. 00 0 . 96 0 .00 0.00 0 .00 0 .00 0 .00 0 .04 0.04 0 .0000 EQ-7229e 1. 00 1. 00 0 .00 0 .00 0.00 0.00 0.00 0 .00 0.00 0 .0000 EQ-743lw 1. 00 1. 00 0 .00 0 .00 0 .00 0.00 0 .00 0 .00 0 .00 0 .0000 EQ -743le 1. 00 1. 00 0 .00 0 .00 0.00 0.00 0.00 0 .00 0.00 0 .0000 Pl.2-a 1. 00 0 .00 0.00 0 .00 1. 00 0.00 0.00 0.00 0 .07 0 .001 2 Pl.2-b 1. 00 0 .00 0 .00 0.00 1. 00 0.00 0.00 0 .00 0.08 0. 0011 Pl.2-c 1. 00 0 .01 0.00 0.00 0 .50 0 .07 0.02 0 .40 1. 34 0.0001 P-l .3A 1. 00 0 .00 0.00 0.00 1. 00 0.00 0.00 0 .00 0.00 0.0086 P-1. 3B 1. 00 0 .00 0.00 0.00 1. 00 0.00 0 .00 0 .00 0 .00 0.0020 P-l .3C 1. 00 0.00 0.00 0.00 1. 00 0.00 0.00 0 .00 0 .00 0.0056 P3 .4-a 1. 00 0 .88 0 .07 0.00 0 .05 0 .00 0 .00 0 .00 0.00 0 .0000 P3.4-b 1. 00 0.95 0.01 0 .00 0.02 0 .02 0.00 0.00 0.03 0.0000 P3.4-c 1. 00 0 . 96 0 .02 0 .00 0.0 2 0 .00 0.00 0 .00 0 .02 0.0000 ************************* Conduit Surcharge Summary ************************* ---------------------------------------------------------------------------- Hours Hours ---------Hours Full --------Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------- 2 0 .01 0.01 0 .01 1. 43 0.01 2514-C 1. 39 1. 39 1. 39 2. 68 1. 03 3b 0.01 0 .01 0.01 0.46 0.01 RR-Cl 0.01 0.01 0.01 1. 05 0 .01 ow-c 4. 72 4 . 72 4. 72 10.20 4.51 Cain-Cw 0.0 1 0.01 0.01 3.11 0 .01 CAIN-Cm 4 .03 4.03 4.03 7 .69 4.03 Cain-Ce 0.67 0 .67 0.67 4.71 0.67 POND1-conx2 1. 33 1. 33 1. 33 0.01 0 .01 PONDl-conx 2.13 2 .13 2 .1 4 0.01 0 .01 Deacon-C 0.79 0 .79 0.79 1. 75 0 .57 Travis-C 1. 02 1. 02 1. 02 2.10 0 .89 Capps-C 0.01 0 .01 0 .01 1. 46 0 .01 SecA-A 0 .0 1 0 .01 0.01 0.13 0 .01 P2 0 .4 9 0 . 49 0.49 0.24 0 .37 Pl 4.39 4 .39 4.39 0.73 0 .73 Pl.2-a 2.69 2 .69 2.69 0.01 0 .01 Pl.2-b 2.34 2.34 2.34 3.37 0 .01 Pl.2-c 1.19 1.1 9 1.19 0.01 0 .01 P-1. 3A 68.00 68 .00 68.00 14.41 15 .34 P-1. 3B 68.00 68 .00 68.00 17.24 15 .04 P-l.3C 68.00 68 .00 68.00 17.13 15 .94 Analysis begun on: Wed Jan 14 14 :19 :52 2015 Analysis ended o n : Wed Jan 14 14 :20 :31 2015 Total elapsed time: 00 :00:39 SWMM 5 -Pr op Interim 1 25 Year Pa ge 31 EPA STORM WATER MANAG EMENT MODEL -VERSION 5 .0 (Build 5.0 .022) ********************************************************* NOTE: The surrunary statistics displayed in this report are based on r e sults found at every computational time step, not just on results from each reporting time step . ********************************************************* **************** Analysis Options **************** Flow Units ............... CFS Process Mo d els: Rainfall/Runoff ........ YES Snowmel t . . . . . . . . . . . . . . . NO Groundwater ............ NO Flow Routing ........... YES Ponding Al lowed ........ YES Water Qua l ity .......... NO Infiltration Method ...... CURVE NUMBER Flow Routing Method ...... DYNWAVE Starting Date ............ JAN-01-2011 00:00 :00 Ending Date .............. JAN -03-2011 20 :00 :00 Antecedent Dry Days ...... 0 .0 Report Time Step ......... 00 :00 :01 Wet Time Step . . . . . . . . . . . . 00 : 01 : 00 Dry Time Step ............ 01 :00 :00 Routing Time Step ........ 1.00 sec WARNING 04: minimum elevation drop used for Conduit 2 WARNING 04 : minimum e l evation drop used for Conduit 3a WARNING 04 : minimum elevation drop used for Conduit 2514-over WARNING 05 : minimum slope used for Conduit 2514 -over WARNING 04 : minimum elevation drop used for Conduit 3b WARNING 04 : minimum elevation drop used for Conduit RR-OVER WARNING 04 : minimum elevation drop used for Conduit OW-OVER WARNING 04 : minimum elevation drop used for Conduit CAIN-OVER WARNING 04 : minimum elevation drop used for Conduit P-1. 3A WARNING 04 : minimum elevation drop used for Conduit P-1. 3B WARNING 05 : minimum slope used for Conduit P-1. 3B WARNING 04 : minimum elevation drop used for Conduit P-1. 3C WARNING 02 : maximum depth increased for Node Pl-BarPnd-01 WARNING 02: maximum depth increased for Node MH -l-3A ************* Element Count ************* Number of r ain gages ...... 1 Number of subcatchments ... 35 Number of nodes ........... 67 Number of links ........... 91 Number of pollutant s ...... 0 Number of l and uses ....... 0 **************** Raingage Surrunary **************** SWMM 5 -Prop Interim 1 50 Year Page 1 Name Data Source Gage 50-Yr ******************** Subcatchment Summary ******************** Name Ar ea Width Data Type CUMULA TI VE %Imperv Recording Interval 30 min . %Slope Rain Gage Outlet ------------------------------------------------------------------------------------------------------- Al 13 .51 5884 .96 79.00 1.0000 Gage Jl A2 11. 22 977 .49 0.00 1 .0000 Gage Jl A3 13 .56 1968 .91 25.00 1.1000 Gage Ex -BarPnd A4 15 .32 1906 .68 13 .00 2.0000 Gage Ex -BarPnd Bl 19 .42 8459 .35 43 .00 2.0000 Gage Ex-WGPnd Cl 13 . 72 11952 . 90 47 .00 1.0000 Gage 743le C2 2 .18 4748 .04 0.00 2.0000 Gage 743le C3 6 .74 4697 .51 0.00 2.0000 Gage 743le Dl 3 .69 3214 .73 78.00 1. 0000 Gage OF -Site E l 2 .59 376 .07 0.00 2.0000 Gage PONDl E2 13 .56 1968 . 91 1. 00 1.5000 Gage POND3 E3 3 .91 567 .73 0.00 1.5000 Gage POND3 E4 26 .93 3910 .24 8.00 0.7000 Gage POND3 Fl 31. 03 6758 .33 6 .00 0.5000 Gage 7229w F2 4 .51 3929 .00 60 .00 0.5000 Gage 7229e F3 34 .49 751 1.92 11. 00 1.2000 Gage DS -CAINw F4 104 .37 15154 .52 0.00 1.0000 Gage J -B2 F5 117 . 08 34000 .00 9.00 1.4000 Gage J -B2 F6 75 .73 16493 .99 24 .00 1. 0000 Gage 5800 Gl 7.16 7797 .00 16.00 1. 0000 Gage 743le Pl 1. 53 1332 . 94 67 .00 2.0000 Gage USCapps P2 9 .11 6613 .86 62.00 2.0000 Gage J2 P3 3 .63 2635 .38 42.00 2.0000 Gage J3 P4 4 .27 3100 .02 58 .00 2 .0000 Gage US Deacon PS 11 . 67 3765 .52 70 .00 2.0000 Gage PONDl P6 15 . 76 11442 . 00 72 .00 2.0000 Gage PONDl P7 16 .93 6145 .59 52 .00 2.0000 Gage POND3 PS 26 . 05 151 29 .84 37 .00 2.0000 Gage POND3 pg 9 .44 5874.38 92 .00 2.0000 Gage PONDl PlO 2 .58 22476 .96 98 .00 2.0000 Gage POND2 Pll 1. 33 92 6 . 96 75 .00 2 .0000 Gage MH-l-2A Pl2 3.25 283 1.4 0 91 .00 2.0000 Gage OF -Site Pl3 13 .51 5117 .35 56 .00 2.0000 Gage POND4 Pl4 6 .24 5436 .29 59 .00 2 .0000 Gage OF -Site Pl5 2 .83 2465 .00 98 .00 5.0000 Gage POND3 ************ Node Summary ************ Invert Max. Ponded External Name Typ e Elev . Depth Area Inflow ------------------------------------------------------------------------------ 5400 JUNCTION 280.95 10.05 0.0 5431 JUNCTION 280.95 10 .18 0.0 DS-2514 JUNCTION 280.95 1 2 .44 0.0 US -2514 JUNCTION 281. 82 1 1. 57 0.0 5646 JUNCTION 281. 82 10.18 0.0 5667 JUNCTION 282.10 13 .41 0.0 DS-RR JUNCTION 282.35 13.41 0.0 US -RR JUNCTION 282.46 13 .41 0.0 5714 JUNCTION 282.59 13.41 0.0 5750 JUNCTION 283.19 1 2 .81 0.0 DS-OW JUNC T ION 283.26 12 .09 0.0 us -ow JUNCTION 283.84 12 .09 0 .0 5800 JUNCTION 283.91 12 .09 0 .0 6000 JUNCTION 283.95 12 .05 0.0 6200 JUNCTION 284 .49 11.51 0.0 6400 JUNCTION 285 .03 10 .97 0.0 6600 JUNCTION 285.56 10 .44 0.0 6800w JU NCTION 289.00 7 .00 0.0 6800m JUNCTION 286.10 9.65 0.0 6800e JU NCTION 288.00 9 .80 0.0 6896w J UN CTION 289 .80 8.10 0.0 SWMM 5 -Prop Interim 1 50 Year Page2 6896m JUN CTI ON 286 .40 11. 4S 0 .0 6896e JUN CT ION 288 .10 9 .70 0 .0 DS -CAINw JUNC T ION 289 .8S 6 .10 0 .0 DS -CAINm JUNC T ION 286 .66 11. 64 0.0 DS-Caine JUN CT ION 288 .1 3 9 .30 0 .0 US-CAINw JUN CT ION 289 .90 6 .10 0 .0 US -CAINm JUN CT ION 287 .Sl 10 .79 0 .0 US -Caine JUNCTION 288 .32 9 .30 0.0 6983w JUNCTION 289 .9S 7 .0S 0 .0 6983m JUNC TI ON 287 .88 9 .07 0 .0 6983e JUNC T ION 288 .SO 9 .30 0 .0 7229w JUN CT ION 291 .90 S.40 0 .1 7229m JU NCT ION 289 .79 7 .66 0.0 7229e JUNCTION 289 .80 7 .70 0 .0 OF-S ite JUNCTION 292 .70 9.83 0.0 743lm JUN CTI ON 293 .30 S.6S 0 .0 743le JUNCTION 291.10 6.90 0 .0 OS-Deacon JUNC T ION 294 .94 7 .02 100.0 USDeacon JUNC T ION 29S .4S 6 .SS 100 .0 DS -Travis JUNCTION 29S .79 6 .00 100 .0 US-Travis JUNC TI ON 29S .94 1 0 .00 100 .0 J3 JUNC TI ON 296 .69 6.00 0 .0 J2 JUNCTION 298.07 4.80 0 .0 DSCapps JUNC TI ON 301. 37 S.67 0 .0 USCapps JUNCTION 301. S8 S.67 100.0 Jl JUNC T ION 302.12 6.00 100 .0 J -B2 JU NCT ION 301. so 7 .00 0.0 J-BP JUNCTION 30S .60 9.SO 0.0 OF -PONDl JUNCTION 294 .98 13.SO 0.1 Pl-BarPnd-01 JU NCTI ON 306.00 9.40 20 .0 MH-l -2A JUNCTION 29S.19 4.81 16.0 MH -l-2B JUNCTION 29S .OO 6.00 16.0 MH-l-3A JU NCTI ON 289 .00 17.00 200.0 MH -l -3B JUNC T ION 289.00 lS.00 144.0 MH-l-3C JUNCTION 289.00 16.00 144.0 p3.4-l JUNC TI ON 301. 00 17.20 0.0 P3 .4 -2 JUNCTION 297.20 2.SO 0.0 P3 .4 -3 JUNCTION 296 .32 2.00 0.0 PLUG JUNCTION 600 .00 0.00 0.0 OF -S300 OUT FA LL 280 .63 10 .0S 0 .0 Ex-BarPnd STORAGE 30S .60 9.40 0 .0 Ex-WGPnd STORAGE 304 .37 3.70 0 .0 PONDl STORAGE 287 .00 13.SO 0.0 POND2 STORAGE 289 .00 11. 40 0.0 POND3 STORAGE 287 .00 17.00 0.0 POND4 STORAGE 288 .00 10.00 0.0 ************ Link Summary ************ Name From Node To Node Type Length %Slope Roughness ------------------------------------------------------------------------------------------ 1 S400 OF -S300 CONDUIT 100.0 0 .3200 0.0200 2 S431 S400 CONDUIT 31. 0 0.0032 0.0200 3a DS -2Sl4 S43 1 CONDUIT 26. 0 0 .0038 0.0200 2Sl4 -C US-2Sl4 DS -2Sl4 CONDUIT 174.0 o.sooo 0 .0130 2Sl4 -over US -2Sl4 DS -2S l4 CONDUIT 174.0 0.0010 0 .0130 3b S646 US -2Sl4 CONDUIT so.o 0 .0020 0.0200 4 S667 S646 CONDUIT 21. 0 l.333S 0 .0200 SA DS-RR S667 CONDUIT 30.0 1.2168 0.0400 RR-Cl US-RR DS -RR CONDUIT 12 .0 0 .9167 0.0400 RR -OVER US-RR DS -RR CONDUIT 12.0 0.0083 0.0200 SB S714 US -RR CONDUI T lS.O l.26S4 0.0400 6 S7SO S714 CONDUIT 36 .0 2 .1338 0.0400 7A DS-OW S7SO CONDUIT 30.0 0.2333 0 .0400 ow -c us-ow DS-OW CONDUIT 40.0 1. 4S02 0.0130 OW-OVER us-ow DS -OW CONDUIT 40.0 0.002S 0.0130 7B S800 us -ow CONDUIT so.o 0.1400 0 .0400 8 6000 S800 CONDUIT 200 .0 0 .0200 0.0400 9 6200 6000 CONDUIT 200.0 0.4806 0.0400 10 6400 6200 CONDUIT 200.0 0.3429 0.0400 11 6600 6400 CONDUIT 200.0 0 .26SO 0 .0400 12w 6800w 6600 CONDUIT 316 .0 1. 0887 0.0300 12m 6800m 6600 CONDUIT 199.0 0 .2714 0 .0300 SWMM 5 -Prop Interim 1 50 Yea r Page 3 12e 6800e 6600 CONDUIT 490 .0 0.4980 0 .0300 13w 6896w 6800w CONDUIT 426. 0 0.1878 0.0300 13m 6896m 6800m CONDUIT 96 .0 0.3125 0.0300 13e 6896e 6800e CONDUIT 30 .0 0.3333 0 .0300 14Aw DS -CAINw 6896w CONDUIT 27.0 0 .1 852 0.0300 14Am DS-CAINm 6896m CONDUIT 30 .0 0.8667 0.0300 14Ae DS -Caine 6896e CONDUIT 30 .0 0.1000 0.0300 Cain-Cw US -CAINw DS -CA INw CONDUIT 50.0 0.1000 0 .0220 CA I N-Cm US -CAI Nm DS-CAINm CONDUIT 50.0 1. 7002 0 .0220 Cain-Ce US -Caine DS-Caine CONDUIT 36 .0 0.5278 0 .0220 CAIN-OVER US -CAI Nm DS -CAINm CONDUIT 50.0 0 .0020 0 .0130 14Bw 6983w US -CAINw CONDUIT 30 .0 0.1667 0.0300 14Bm 6983m US-CAINm CONDUIT 30.0 1.2334 0 .0300 1 4Be 6983e US -Caine CONDUIT 32 .0 0.5625 0.0300 15w 7229w 6983w CONDUIT 182 .0 1. 0715 0 .0300 15m 7229m 6983m CONDUIT 223 .0 0.8565 0 .0300 1 5e 7229e 6983e CONDUIT 221. 0 0 .5882 0 .0300 16w OF-Site 7229w CONDUIT 273 .0 0.2930 0 .0300 16m 743lm 7229m CONDUIT 202 .0 4 .3307 0 .0300 16e 743le 7229e CONDUIT 177.0 0.7345 0 .0300 17w OF-PONDl OF -Site CONDUIT 484.0 0.4711 0 .0300 POND1 -conx2 DS -Deacon PONDl CONDUIT 70 .0 8 .5164 0 . 0130 PONDl -conx DS-Deacon PONDl CONDUIT 70 .0 8.5164 0.0120 Deacon-C US Deacon DS -Deacon CONDUIT 68 .0 0 .2941 0.0130 C-C2 DS -Travis US Deacon CONDUIT 110 . 0 0.3400 0 .0300 Travis-C US -Travis DS -Travis CONDUIT 50 .0 0 .3000 0 .0130 C-Cl J3 US-Travis CONDUIT 400.0 0 .2063 0.0300 B-B2 J2 J3 CONDUIT 275 .0 0 .5370 0.0300 B-Bl DSCapps J2 CONDUIT 625 .0 0 .5650 0 .0300 Capps-C USCapps DSCapps CONDUIT 47 .0 0 .4468 0 .0120 SecA-A Jl USCapps CONDUIT 115 . 0 0 .5447 0.3000 P2 Pl-BarPnd-01 Jl CONDUIT 580 .0 0 .6690 0. 0130 Pl J -BP Jl CONDUIT 580 .0 0 .6 000 0 .0130 R-A4 J -B2 6000 CONDUIT 3500 .0 0.5014 0 .0500 EQ-6800w 6800w 6800m CONDUIT 30 .0 0 .1 667 0 .0100 EQ-6800e 6800e 6800m CONDUIT 30 .0 0 .1 667 0.0100 EQ-6896w 6896w 6896m CONDUIT 30 .0 0 .1667 0 .0100 EQ-6896e 6896e 6896m CONDUIT 30 .0 0.1667 0.0100 EQ-DS-Cai nw DS -CAINm DS-CAINw CONDUIT 30 .0 0 . 1667 0.0100 EQ-DS-Caine DS -Caine DS -CAINm CONDUIT 30 .0 0 .1 667 0.0100 EQ-US-CainW US -CAINw US -CAINm CONDUIT 30 .0 0 .1 667 0.0100 EQ-US-Caine US -Caine US -CAI Nm CONDUIT 30 .0 0.1667 0.0100 EQ-6983w 6983w 6983m CONDUIT 30 .0 0 .1 667 0 .0100 EQ -6983e 6983m 6983e CONDUIT 30 .0 0. 1667 0.0100 EQ-7229w 7229w 7229m CONDUIT 30 .0 0 .1 667 0.0100 EQ-7229e 7229e 7229m CONDUIT 30 .0 0 . 1667 0 .0100 EQ-743lw OF -Si te 743lm CONDUIT 30 .0 0 .1 667 0.0100 EQ-743le 743 le 743 lm CONDUIT 30 .0 0 . 1667 0.0100 Pl. 2 -a MH -l-2B PONDl CONDUIT 34 .0 17 . 9284 0.0130 Pl.2-b MH-l-2A MH -l-2B CONDUIT 382 .0 0 .0497 0 .0130 Pl.2-c POND2 MH -l-2A CONDUIT 6 .0 7 .8575 0.0130 P-l.3A MH-l-3A MH -l-3B CONDUIT 3 1. 0 0 .0032 0.0130 P-1. 3B MH-l-3B MH -l-3C CONDUIT 418.0 0 .0010 0.0130 P -l.3C MH -l-3C PONDl CONDUIT 90 .0 0. 0011 0. 0130 P3.4-a P3.4 -3 POND4 CONDUIT 45 .0 2 .9346 0.0300 P3.4-b P3.4-2 P3.4-3 CONDUIT 30 .0 2.9346 0.0300 P3.4-c p3 .4-l P3 .4-2 CONDUIT 18 .0 21 .5979 0 .0500 Regl Ex -BarPnd J -BP ORI FI CE WG -Weir Ex-WGPnd Jl WEIR Pl-Brk-Weir Ex-BarPnd Pl-BarPnd-01 WE IR Capps-OV USCapps DSCapps WEIR WPl.STAGEl PONDl OF-PONDl WEIR WP1.STAGE2 PONDl OF-POND l WEIR WP3A POND3 MH-l-3A WEIR WP4a POND4 OF -Site WEIR WP4b POND4 OF-Site WEIR WP1-STAGE3 PONDl OF -PONDl WEIR W3bl POND3 p3 .4-l WEIR WPl-EMERG PONDl OF -PONDl WEIR ********************* Cross Sect i on Summary ********************* Full Full Hyd . Max. No. of Full SWMM 5 -Prop Interim 1 50 Year Pa ge4 Conduit Shape Depth Area Rad . Width Barrels Flow --------------------------------------------------------------------------------------- 1 S400 10.0S 1409.78 0 .94 873.00 1 S672 . 66 2 S431 10 .0S 1S2S.98 1.17 947.00 1 714 . 94 3a S64 6 10 .1 8 2S89.24 1. 36 lOlS .00 1 146S.1 3 2Sl4-C RECT CLOSED 6 .00 48.00 1 .71 8.00 3 SSS .72 2Sl4-over 2s14=ovERFLOW 1. 49 8S8.82 0 .84 lOlS.00 1 276 .97 3b S646 10 .1 8 2S89.24 1. 36 lOlS.00 1 10S6 .S2 4 S667 9.90 3189.8S 1. 4S 1338 . 00 1 34994 .02 SA S714 13.41 3616 .00 2 . 46 1474.00 1 22341. 11 RR -Cl RECT CLOSED 8 .33 122 .87 2.66 14 .7S 2 839 .38 -RR-OVER RR-OV ER o.so 38 1.SO 0.26 1474.00 1 1 04.81 SB S714 13 .41 3616 .00 2 . 46 1474.00 1 22783 .62 6 S7SO 12.81 11160.6S 3.34 2333.00 1 119683 . 27 7A S800 12 .09 9649 .48 2.80 2260.00 1 34433.12 ow-c RECT CLOSED 3 .00 9 .00 0.7S 3 .00 3 102.27 OW-OVER OW -OV ER 2 .00 lSOS .00 1.11 13S2 . 00 1 921. 41 7B S800 12.09 9649 .48 2.80 2260 .00 1 26671. 76 8 6000 12 .0S 77S6 .SS 2 .87 1 872 . 00 1 822S .77 9 6200 11. Sl 7606 .77 4.12 1880.00 1 3772S .10 10 6400 10 .97 7404 .84 3.19 1746.00 1 30966 . 30 11 6600 10 .44 7087 .74 2.69 1 900.00 1 26239 .30 12w 6800w 7 .00 2791 . 96 2.07 1 114 . 00 1 23466.67 12m 6800m 6 .90 888 .14 2.47 443.00 1 4182 .9S 12e 6800e 9.80 2679 .70 4 .47 438.00 1 2S427 .S9 13w 6896w 6 .20 909 .90 1. 33 6SS.70 1 23S7 .66 13m 6896m 8 .SO 2080 .34 2. 60 702.40 1 10879 .S8 1 3e 6896e 9 .70 26S0 .13 4 .3S 429.00 1 2019S .6S 14Aw 6983w 6 .10 1430 .70 1. S2 707.00 1 403S .28 14Am 6983m 6 .39 924 .44 1. 6S 386.00 1 S9Sl .77 14Ae 6983e 9 .30 2417 .40 4 .22 409.00 1 9888 .S6 Cain-Cw CIRCU LAR 3 .00 7 .07 0 .7S 3.00 1 12 .46 CAIN-Cm CIRCU LAR 3 .00 7.07 0.7S 3.00 2 Sl. 39 Cain-Ce CIRCU LA R 3 .00 7.07 0.7S 3.00 1 28 .63 CAIN-OVER CAIN-OVER S.80 6284 .29 3. 62 1728.90 1 7S71 .03 14Bw 6983w 6 .10 1430 .70 1. S2 707.00 1 3828.20 14Bm 6983m 6 .39 92 4.4 4 1. 6S 386.00 1 7100 .17 14Be 6983e 9 .30 2417 .40 4 .22 409.00 1 234S2.9S lSw 7229w 4.SO 11S2.S2 1. 38 734.00 1 7341.32 lSm 7229m 6 .Sl 12S8.S7 2 .26 4S9.00 1 9940 .S8 lSe 7229e 7 .70 144S .00 3.04 3S8.00 1 11S30 . 34 16w 743lw S.40 1176 .39 1. S3 S99 .60 1 4183 .21 16m 743lm 4.SO 1102 . 2S 2 .18 6SO.OO 1 12100 .S9 16e 743 le 6 .90 1497.82 3 .27 348.00 1 1400S. 96 17w PropSecD-D 8.SO 10S9.07 S .02 208.30 1 10S60 .80 POND1-conx2 CIRC ULAR 4 .00 12 .S7 1. 00 4.00 1 419 .1 9 PONDl-conx CIRCU LAR 3.SO 9 .62 0.88 3 .SO 2 318 .08 Deacon-C CIRCU LA R 4.00 12 .S7 1. 00 4.00 3 77 .90 C-C2 PropSecC-C 6.00 1S3.21 2.39 43 .00 1 7S4.SO Travis-C CIRCULAR 3.SO 9.62 0.88 3 .SO 3 SS .11 C-Cl PropSecC -C 6.00 1S3 .21 2.39 43 .00 1 S87 .64 B-B2 PropSecB-B 4.80 197.33 1. 40 13S .20 1 864. 61 B-Bl PropSecB-B 4.80 197 .33 1. 40 13S .20 1 886 . 88 Capps-C CIRCU LA R 3.SO 9.62 0.88 3.SO 3 72. 86 SecA-A PropSecA-A 4.00 121. 1 7 11. 29 SS .20 1 207 .00 P2 CIRCULAR 3.00 7.07 0 .7S 3 .00 1 S4 .SS Pl CIRCU LAR 2.00 3 .1 4 o.so 2 .00 1 17.S2 R-A4 TRAPEZOIDAL 7 .00 S9S .OO 3.82 lSS .00 1 3060 .7S EQ-6800w REC T OPE N 4.00 800 .00 3.8S 200.00 1 11913. 83 EQ-6800e REC T OP EN 3.00 600 .00 2. 91 200 .00 1 7423 .6S EQ-6896w RECT OPEN 3 .00 600 .00 2.91 200.00 1 7423 .6S EQ -6896e RECT-OPEN 3 .00 600 .00 2. 91 200.00 1 7423.6S EQ -DS-Cainw RECT OPEN 3.00 600 .00 2. 91 200 .00 1 7423 .6S EQ-DS-Caine RECT OPEN 3.00 600 .00 2. 91 200 .00 1 7423.6S EQ-US-CainW RECT OPEN 3.00 600 .00 2. 91 200 .00 1 7423.6S EQ -US-Caine RECT OPEN 3.00 600 .00 2. 91 200 .00 1 7423.6S EQ-6983w REC T OPEN 3 .00 600 .00 2. 91 200 .00 1 7423 .6S EQ-6983e RECT OPEN 3.00 600 .00 2. 91 200.00 1 7423 .6S EQ-7229w RECT OPEN 3 .00 600 .00 2. 91 200 .00 1 7423.6S EQ-7229e RECT OPEN 3.00 600 .00 2. 91 200.00 1 7423.6S EQ-743lw RECT OPEN 3.00 600 .00 2 . 91 200 .00 1 7423 .6S EQ-743le RECT OPEN 3 .00 600 .00 2 . 91 200 .00 1 7423.6S Pl .2-a CIRC ULA R 3.00 7 .07 0 .7S 3.00 2 282.41 Pl.2-b CIRCU LA R 3.00 7 .07 0 .7S 3 .00 2 14.88 Pl. 2-c CIRCULAR 3.00 7 .07 0.7S 3.00 2 186.96 SWMM 5 -Prop Interim 1 50 Year Pag e 5 P-l.3A CIRC UL AR 4 .00 12.57 1. 00 4.00 2 8.16 P-1. 3B CIRCU LAR 4 .00 12 .57 1. 00 4 .00 2 4 .54 P-1. 3C CIRCU LAR 4 .00 12 .57 1. 00 4 .00 2 4 .79 P3. 4-a TRAP EZ OIDAL 2 .00 60 .00 1. 49 40 .00 1 662.77 P3.4 -b RECT CLOSED 2 .00 12.00 0 .75 6 .00 2 84.05 P3 . 4 -c TRAP EZOIDAL 2 .50 93 .75 1. 86 50 .00 1 1956 .02 **************** Transect Sununary **************** Transect 2514 -0VERFLOW Area: 0.0014 0.0055 0. 0119 0 .0 1 90 0 . 02 67 0.0351 0 .0440 0 .0536 0 .0637 0 .0745 0.0858 0 .0978 0 .1104 0 .1 235 0.1373 0.1517 0 .1667 0 .1823 0 .1 985 0 .2 1 52 0.2326 0 .2506 0.2693 0 .2885 0 .3083 0 .3287 0 .3497 0 . 3714 0 .3936 0 .41 64 0 .4399 0 .4639 0 .4886 0 .5 1 38 0 .5 397 0 .5661 0 .5932 0.6209 0 .649 1 0 .6780 0.7075 0 .7376 0 .7683 0 . 7996 0 .83 1 5 0 .8640 0 .8971 0 .9308 0 .9651 1. 0000 Hrad : 0 .0176 0 .0352 0.0613 0 .0901 0 .1172 0 .1430 0 .1677 0.1 916 0 .2147 0 . 2372 0 .2592 0 .2808 0.3020 0 .3 229 0 .3 435 0 .3639 0.3840 0.4040 0 .4238 0 .4 434 0 . 4629 0.4822 0.5015 0 .5206 0.5397 0 .5587 0 .5776 0.5964 0 .6152 0 .6339 0 .6525 0. 6711 0.6896 0 .7081 0 . 7266 0 .7450 0.7634 0.7818 0 .8001 0.8 1 84 0 .8366 0 .8 5 49 0.8731 0 .89 13 0.909 4 0 .9276 0 .9457 0.9638 0 .9819 1 .00 0 0 Width: 0 .0778 0.1556 0.1939 0 .2110 0.2282 0 .2453 0.2625 0.2796 0 . 2968 0. 3139 0 .3311 0.3482 0 .3654 0 .3825 0 .3997 0 .4169 0.4340 0.45 1 2 0 .4 683 0 .4855 0 .5026 0.5 1 98 0.5369 0 .5541 0. 5 71 2 0 .5884 0.6055 0 .6227 0 .6398 0.6 57 0 0 .6741 0. 6913 0.7084 0 . 7256 0.7427 0 .7599 0.7770 0 .7942 0 .8 11 3 0 .8285 0 .8456 0 .8628 0 .8799 0 .897 1 0 .9142 0 .9314 0.9485 0 .9657 0 .9828 1 .0000 Transe c t 5400 Area : 0 .0001 0.0002 0.0005 0 .0008 0.00 1 3 0 .0019 0.0025 0 .0033 0 .00 42 0.0052 0 .0063 0.0074 0 .0087 0 .0101 0 .0 11 6 0 .0132 0.0150 0.0169 0 .0189 0. 0211 0 .0235 0.0259 0 .0286 0 .0313 0 .03 42 0 .0385 0 .0459 0 .0566 0.0705 0.0877 0 .1071 0.1 275 0.1488 0 .1711 0 .19 42 0 .2188 0.2457 0 .2749 0 .3063 0 .3 40 0 0 .3765 0.4166 0.4603 0 .5075 0 .5582 0 .6177 0.6916 0 .7799 0 .8828 1 .0000 Hrad : 0 .0934 0 .1868 0.2801 0 .3735 0 .4 669 0 .5603 0.6537 0.7470 0 .8404 0.9338 1. 0272 1.1206 1 .2140 1 .30 7 3 1 .400 7 1.4722 1. 5435 1. 618 6 1. 6968 1. 7775 1. 8603 1. 944 9 2 .0310 2 .11 83 2 .2067 2.2778 2.1542 1. 9475 1 .7 4 04 1. 5661 1. 4659 1.4182 1.3995 1. 3988 1.4097 1. 4035 1. 4009 1. 4023 1. 4070 1 .4 145 1. 4082 1.4041 1. 4024 1. 4032 1. 4063 1. 2389 1.1406 1. 0760 1. 03 11 1.0000 Width: 0 .0008 0.0017 0.0025 0.0033 0 .00 42 0.0050 0 .0058 0.0066 0 .0075 0 .0083 0.0091 0.0100 0.0108 0. 0116 0 .0 125 SWMM 5 -Prop Interim 1 50 Year Page 6 0.0136 0 .0147 0 .0159 0 .0 1 70 0 .0182 0.0193 0 .0205 0.0216 0.0228 0 .0239 0 .0468 0 . 0729 0 .0989 0 .124 9 0 .1 509 0 .1601 0.1675 0 .1 749 0 .1822 0 .189 6 0 .2070 0 .2252 0.2434 0 . 2 615 0 .2797 0 .3078 0.3363 0 .3649 0 .3934 0 .422 0 0 .5358 0 .6519 0 .7679 0.88 4 0 1 .0000 Transect 5431 Area: 0.0001 0 .0003 0 .0007 0 . 0013 0 .0021 0.0030 0 .0040 0 .0053 0 .00 67 0 .0082 0.0100 0 . 0119 0 .0139 0 .01 62 0 .0186 0 . 0211 0 .0237 0 .0265 0 .029 3 0 .0323 0.0354 0.0386 0 .0419 0 .0454 0 .0 490 0.0536 0 .0606 0 .0700 0 .081 8 0 .0961 0 .1120 0 .1284 0 .14 53 0 .1 628 0 .1808 0 .2011 0 .2260 0 .2554 0 .2895 0 .3282 0.3704 0 .4146 0 .4 610 0 .5094 0 .5600 0.6186 0 .6919 0 .7799 0 .8826 1 .00 00 Hrad : 0.0815 0.1629 0.2444 0 .3258 0 .4073 0.4888 0 .5702 0.6517 0 .7331 0 .8146 0 .8960 0.9775 1. 0590 1.1 4 04 1. 2219 1. 3226 1 .4251 1.5 253 1 .6235 1 . 7200 1. 8053 1.8886 1. 9715 2 .0541 2 .13 65 2.1382 2 .0436 1.9053 1.7590 1 .6247 1. 5544 1 .5208 1.50 85 1 .5 1 04 1 .5223 1. 54 78 1.54 29 1. 5188 1. 4853 1 .4490 1. 4260 1.4144 1. 4108 1.4 1 31 1. 4199 1 .2705 1.171 4 1. 0988 1 .0431 1 .0000 Width: 0.0013 0 .0026 0 .0040 0 .0053 0 .0066 0.0079 0 .0093 0 .01 06 0 . 0 11 9 0 .0132 0 .0145 0 .0159 0 . 0172 0 .0185 0 .0 1 98 0 .0208 0 .0216 0.0225 0 .0233 0 .0242 0.0252 0 .0263 0.0273 0 .0284 0 .0294 0 .0465 0 .0658 0.0851 0 .10 44 0 .1237 0.1295 0 .1337 0 .1 380 0 .1422 0 .1465 0.1810 0 .2179 0 .2548 0 .29 1 7 0 .3287 0 .3465 0 .3632 0 .3800 0 .3968 0 . 4135 0.5288 0 .6466 0 .7644 0 .8822 1 .0000 Transect 5646 Area: 0.0001 0 .0002 0.0005 0 .0009 0 .0015 0 .0021 0 .0029 0 .0038 0 .0048 0 .00 5 9 0. 0071 0 .0086 0 .0103 0 .0121 0 .0 141 0.0162 0 .0184 0 .0206 0 .02 29 0 .025 2 0.0276 0.0302 0 .0 330 0.0359 0 .039 0 0.0422 0 .0457 0.0501 0 .0561 0 .0638 0.0736 0 .0876 0.1058 0 .1 282 0 .1549 0.1855 0 .2191 0.2556 0 .2951 0 .3376 0 .3838 0 .4354 0 .4925 0 .5550 0 .6230 0.6948 0 . 7 685 0 .8439 0 . 9211 1 .0000 Hrad: 0. 0716 0.1432 0 .2 1 48 0 .2864 0 .3 580 0. 4296 0 .5012 0 .5728 0 .6444 0 . 7160 0.7518 0 .7960 0 .8464 0 . 9011 0 .9770 1.0905 1.2013 1 .3094 1.4150 1 .5185 1. 5642 1.6049 1. 6491 1. 6962 1 .7459 1. 7977 1.8575 1 .9356 1 .9405 1. 8975 1.8200 1. 6766 1. 5145 1. 3658 1.2 41 7 1.1392 1. 0704 1. 0255 0 .9966 0 .9788 0.9551 0.9358 0.9220 0 .9126 0 .9070 0.9159 0 .9317 0 .9516 0 .974 6 1 .0000 Width: 0.0015 0 .0029 0 .0044 0 .0059 0 .0074 0.0088 0 .0103 0 .0118 0 .0133 0 .0 14 7 o. 0171 0 .0195 0 .0219 0 .0243 0 .0261 0.0268 0 .0275 0 .0282 0 .0288 0 .0295 0.0314 0 .0335 0 .0355 0 .0 376 0 .0397 0.0418 0 .0454 0 . 0656 0 .0859 0 .1061 0.1478 0 . 2011 0 .2545 0 .3079 0 .361 2 0 .4025 0 .4394 0 .4763 0 .5132 0 .5501 SWMM 5 -Prop In terim 1 50 Year Page 7 0 .6128 0.6810 0 .7492 0.8174 0.8856 0 . 9117 0.9338 0 .9559 0.9779 1 .0000 Transect 5667 Area : 0 .0000 0.0002 0 .0004 0.0006 0.0010 0.0014 0.0019 0 .0025 0 .0032 0.0039 0.0047 0.0056 0 .0066 0.0077 0.0088 0 .0100 0. 0113 0 .0127 0.0145 0 .0164 0 .0185 0.0206 0 .0228 0 .0253 0.0281 0 .0314 0.0352 0 .0394 0 .0441 0.0494 0 .0568 0.0673 0 .0808 0 .0974 0.1169 0 .1390 0 .1636 0.1904 0.2196 0.2542 0 .3179 0.3844 0 .4538 0 .5261 0.6012 0.6783 0 .7568 0.8365 0.9176 1. 0000 Hr ad : 0.0648 0.1296 0 .1943 0 .2591 0.3239 0.3887 0.4534 0 .5182 0.5830 0.6478 0. 7125 0 .7773 0 .8421 0.9069 0. 9716 1. 0364 1.1012 1.0338 1. 0092 1. 0857 1.1611 1.2356 1. 3066 1.2596 1. 22 68 1.1871 1.1727 1.1757 1.1910 1.2142 1 .1947 1.1357 1. 0665 1.0027 0. 94 64 0. 8911 0.8593 0 .8435 0.8390 0.7174 0 .7101 0.7216 0 .7431 0 .7703 0. 8011 0.8366 0.8752 0 .9156 0 .9574 1.0000 Width : 0.0009 0.0019 0 .0028 0.0038 0.0047 0.0056 0 .0066 0 .0075 0 .0085 0.0094 0.0103 0. 0113 0 .0122 0. 0132 0 .0141 0.0150 0.0160 0 .0194 0.0227 0.0239 0.0251 0.0263 0.0276 0.0319 0.0366 0.0423 0.0481 0 .0539 0.0597 0. 0716 0.1080 0 .1444 0.1808 0.2172 0.2524 0.2808 0 .3093 0.3377 0.3661 0.7494 0 .7839 0 .8183 0 .8528 0.8873 0.9208 0.9367 0.9525 0 .9683 0.9842 1.0000 Transect 5714 Area : 0 .0022 0.0045 0 .0067 0.0089 0. 0111 0.0134 0.0156 0 .0178 0.0200 0.0223 0.0245 0.0267 0 .0289 0.0312 0.0335 0.0359 0 .0385 0 .0411 0.0438 0.0467 0 .0496 0.0525 0 .0555 0.0585 0 .0616 0.0647 0.0679 0 .0712 0.0745 0.0780 0 .0815 0 .0852 0 .0892 0.0934 0 .0979 0.1042 0 .1143 0 .1282 0.1462 0 .1733 0 .2122 0.2630 0 .3255 0 .3987 0.4826 0.5772 0.6800 0 .7849 0 .8916 1.0000 Hrad: 0.1067 0.2098 0 .3093 0.4055 0.4986 0.5887 0.6759 0 .7603 0 .8422 0.9216 0.9986 1.0733 1.1430 1. 2023 1.2450 1. 2881 1.3318 1.3759 1 .4204 1. 4652 1.5277 1.5931 1 .6576 1. 7206 1.7762 1. 8313 1. 8861 1 .9338 1 .9705 2.0079 2 .0458 2 .0331 2 .0010 1 .9785 1. 9639 2.0043 1 .9675 1 .8777 1 .7571 1. 5593 1.3503 1.1745 1 .0467 0. 9711 0 .9259 0.9006 0.9028 0 .9259 0.9596 1.0000 Width: 0.0204 0.0204 0 .0204 0.0204 0.0204 0 .0204 0.0204 0 .0204 0 .0204 0.0204 0.0204 0.0204 0 .0205 0.0209 0 .0218 0.0227 0.0236 0 .0245 0 .0254 0. 02 63 0 .0268 0.0271 0.0275 0.0279 0.0284 0 .0290 0.0295 0 .0302 0 . 0311 0.0320 0.0329 0.0349 0 .0374 0.0400 0.0425 0.0748 0 .1100 0 .1451 0 .1938 0.3020 0 .4103 0.5186 0 .6218 0 .7189 0.8161 0 . 9132 0. 9514 0 .9676 0.9838 1.0000 Transect 5750 Area: SWMM 5 -Prop Interim 1 50 Yea r Pa ge 8 0.0003 0 .0005 0.0008 0 . 00 11 0.0015 0 .0018 0 .0022 0.0026 0 .0030 0 .0035 0 .0039 0 .0044 0.0050 0 .0057 0.0066 0.0079 0 .0100 0.0130 0 .0168 0.0220 0.0288 0 .0373 0 .0474 0.0591 0 . 0726 0 .0878 0 .1047 0.1228 0.1419 0.1621 0 .1837 0 .2092 0 .2388 0 . 2726 0.3100 0 .3487 0 .3884 0.4292 0 .4 711 0.5140 0 .5579 0 .6028 0.6488 0 .6958 0 .7440 0 .7932 0 .8435 0.8948 0 .9469 1 .0000 Hr ad: 0 . 0729 0 .1397 0.2018 0 .2600 0.3141 0.3599 0 .4040 0. 4 4 67 0 .4882 0.5288 0.5686 0 .6077 0 .5560 0 .5006 0.4833 0.4969 0.4733 0.4432 0 .4241 0 .4126 0 .3989 0 .3904 0.3878 0.3897 0 .3959 0.4053 0 .4197 0.4404 0 .4638 0 .4888 0.4890 0 .4746 0 .4686 0 .4682 0 .4896 0.5232 0 . 5572 0 .5913 0 .6259 0 .6608 0.6955 0 .7301 0 .7633 0 .7959 0.8283 0.8605 0 .8954 0 .9305 0. 9653 1. 0000 Width: 0.0050 0 .0053 0.0056 0 .0059 0.0063 0.0067 0. 0072 0 .0076 0 .0081 0 .0086 0 .0090 0.0095 0 . 0118 0.0 15 3 0.0185 0 .0317 0 .0474 0 .0631 0 .0821 0 .1124 0.1426 0 . 1728 0.2036 0 .2358 0 .2680 0.3002 0 . 3272 0.3471 0 .3670 0.3869 0 .4366 0.5144 0 .5921 0 .6699 0 . 7122 0.7322 0 .7522 0 . 7722 0 .7914 0.8103 0 .8291 0 .8480 0.8683 0 .8889 0.9095 0 .9301 0 .9478 0.9652 0 .9826 1.0000 Transect 5800 Area : 0.0003 0 .0006 0 .0010 0 .00 15 0.0020 0.0025 0 .0031 0.0038 0 .0045 0.0052 0.0060 0 .0068 0 .0077 0 .0086 0.0096 0.0107 0.0121 0.0171 0 .0226 0.0287 0.0353 0 .0423 0.0499 0 .0580 0.0666 0.0765 0 .0894 0 .1 053 0 .1243 0.1462 0.1712 0 .1992 0.2302 0 .2639 0.2994 0.3362 0.3745 0 .4 143 0 .4556 0.4983 0.5425 0 .5881 0.6351 0 .6834 0.7329 0 .7838 0 .8359 0.8893 0 .9440 1.0000 Hrad : 0.0789 0.1477 0.2099 0 .2676 0.3222 0.3745 0 .4249 0 .4 740 0 .5220 0.5692 0 .6156 0 .6614 0 . 7067 0 .7516 0.7961 0 .8403 0.8395 0.5688 0.4710 0 .4 358 0 .4286 0. 4360 0.4516 0.4722 0.4960 0 .5095 0 .5124 0. 5116 0 .5103 0.5104 0 .5125 0 .5170 0.5236 0 .5414 0.5682 0 .5957 0 .6237 0.65 1 9 0 .6802 0.7085 0 .7367 o. 7654 0.7952 0 .8249 0.8545 0 .8839 0 .9132 0 .9423 0 .9712 1. 0000 Width: 0 .0057 0 .0066 0.0075 0 .0083 0.0092 0 .0100 0 .0109 0.0118 0 .0126 0. 0135 0.0144 0 .0152 0.0161 0 .0 1 70 0.0178 0.0187 0 .0844 0.0934 0.1024 0 .1114 0 .1203 0.1293 0.1383 0.1473 0 .1563 0.2013 0.2545 0.3077 0 .3610 0.4142 0 . 4 67 4 0.5207 0.5739 0 .6122 0 .6381 0.6639 0 .6898 0 . 7156 0 .7414 0.7673 0 .7931 0.8181 0.8409 0 .8636 0.8863 0 .9091 0 .9318 0.9545 0 .9773 1.0000 Transect 6000 Area : 0 .0000 0 .0001 0.0002 0.0003 0 .0005 0 .0007 0 .0010 0.0013 0.0016 0 .0020 0 .0025 0 .0029 0 .0034 0.0040 0.0046 0.0052 0 .0062 0 .0090 0 .0 1 28 0. 0177 0 .0235 0 .0310 0.0407 0 .0525 0.0666 S WMM 5 -Pro p Interim 1 50 Year Page 9 0 .0845 0 .1048 0 .1272 0 .1517 0 .1783 0 .2067 0.2370 0 . 2 692 0 .3030 0.3377 0 .3734 0 .4100 0 .4474 0 .4855 0.5242 0 .5634 0.6034 0.6452 0 . 68 92 0.7356 0 .7842 0 .8350 0.8879 0 .9429 1.0000 Hrad: 0 .0392 0 .0784 0.11 76 0 .1568 0 .1960 0 .2352 0 .2744 0 .3136 0 .3528 0 .3920 0.4312 0 .4704 0 .5096 0 .5488 0.5880 0 . 6272 0 .54 1 1 0.30 1 7 0 .2509 0.2473 0 .2594 0 .2566 0.2644 0 .2780 0 .2953 0 .3189 0 .3578 0.3929 0 .4254 0 .4574 0 .4887 0 .5191 0 .5 4 85 0 .5806 0.6152 0 .6501 0 .6851 0 . 7211 0 .7587 0 .7965 0 .8342 0.8633 0.8740 0 . 8872 0.9021 0 .9186 0.9381 0.9582 0 .9789 1.0000 Width: 0 .0007 0 .0014 0.0021 0 .0028 0 .0035 0 .0042 0 .0049 0 .0056 0 .0063 0 .0070 0.0077 0 .0084 0.0091 0 .0098 0.0105 0 . 0112 0 .0402 0.0573 0 .074 4 0 .09 1 6 0 .1096 0 .1475 0.1 853 0 .2232 0.26 1 0 0 .3299 0 .3666 0.4033 0 .4400 0.4730 0.5048 0 .5366 0.5684 0 .5904 0.6057 0.6210 0 .6363 0.6494 0 .6597 0.6700 0.6803 0 .6992 0.7382 0 .7773 0 .8164 0 .8550 0 .8913 0 .9275 0 .9638 1.0000 Transect 6200 Area: 0 .0001 0.0005 0 .0012 0 . 0021 0.0032 0 .0046 0 .0063 0.0082 0 .0 1 04 0 .0 1 28 0 .0155 0 .0185 0 .02 1 7 0.0252 0.0289 0.0332 0.0382 0.0438 0 .0500 0.0567 0 .0640 0 . 0718 0 .0803 0 .0896 0.1035 0 .1192 0 .1367 0.1 56 1 0 .1 775 0.20 1 2 0 .2273 0 .2557 0 .2864 0 .3 1 78 0.3497 0.3820 0 .4146 0 .4476 0 . 48 11 0.5 1 49 0.5491 0 .5906 0.6365 0.6839 0.7330 0.7836 0 .8356 0 .8890 0 .9438 1.0000 Hrad : 0 .0278 0 .0556 0 .0834 0 .111 2 0 .1390 0.1668 0 .1946 0.2224 0 .2502 0.2780 0 .3058 0 .3336 0 .36 1 4 0 .3892 0.4 1 70 0 .4383 0 .4565 0.4739 0 .4 912 0.5085 0.5258 0 .5435 0 .5616 0 .5 4 56 0.5 14 6 0.4964 0 .4876 0 .4856 0 .5093 0.5375 0 .5623 0 .5849 0.6099 0.6427 0 .6775 0 . 7135 0 .7503 0 . 7862 0 .8228 0. 8596 0. 8967 0 .7964 0.8205 0 .8 44 8 0.8691 0.8942 0 .9205 0.9470 0 .9735 1.0000 Width: 0 .0045 0 .0090 0.0 1 35 0 .0 1 80 0.0226 0 .0271 0 .0316 0. 03 61 0 .0406 0.0451 0.0496 0 .0541 0.0586 0 .0632 0.0677 0.0831 0 .0930 0.1029 0 .11 28 0.1 229 0.1333 0 .1437 0.1541 0 .2276 0.2599 0 .2923 0 .3246 0 .3569 0 .39 5 9 0 . 4376 0. 4 7 92 0.5208 0 .5494 0 .556 4 0 .5634 0.5704 0.5773 0 .5842 0 . 5911 0.5979 0 .6048 0 .7933 0 .8208 0 .8482 0.8756 0.9020 0.9265 0.9510 0 .9755 1.0000 Transect 6 4 00 Area: 0.0001 0.0003 0 .0007 0 .0012 0.0018 0 .0026 0 .0036 0 .0046 0 .0059 0.0073 0 .0088 0.0105 0 .0123 0 .0 14 2 0.0 1 63 0 .0186 0 .0210 0 .0235 0.0262 0 .0290 0.0320 0 .0351 0.0428 0.0599 0.0785 0.0987 0.1205 0 .1436 0.1 673 0.1918 0 .2169 0.2442 0 . 2772 0.3104 0.3439 0.3775 0 .4117 0.4471 0 .4 839 0.5221 0 .5621 0 .6077 0 .6541 0.7014 0.7494 0 .7982 0.8477 0 .8978 0 .9486 1. 0000 SWMM 5 -Prop I nterim 1 50 Year Page 10 Hrad: 0 .0341 0.0683 0.1024 0.1365 0 .1706 0 .2048 0 .2389 0 .2730 0. 3072 0 .34 1 3 0 .3754 0 .4095 0.4437 0.4778 0 .51 1 9 0 .5461 0 .5802 0 .6143 0 .648 4 0. 682 6 0 . 7167 0.7508 0 .6851 0 .5573 0 .5085 0.4920 0 .49 1 4 0.5029 0.522 4 0 .5462 0. 5728 0.5655 0.5887 0.6 1 66 0. 64 7 6 0 .6807 0 .7001 0 . 7150 0.7323 0 .75 1 5 0 .7098 0.7405 0 . 7713 0.8023 0.833 4 0.8658 0 .8994 0.9330 0.9665 1 .0000 Width: 0.0028 0.0056 0 .0084 0 .01 1 2 0 .0140 0 .0168 0.0196 0 .0225 0.0253 0 .0281 0.0309 0.0337 0 .0365 0.0393 0 .0 42 1 0.0449 0 .0477 0.0505 0.0533 0 .05 61 0 .0589 0.0617 0.3147 0.345 1 0 .3755 0 .4059 0.4363 0.4528 0 .4657 0 .4785 0.4913 0.6356 0 .6400 0 . 644 4 0 . 648 8 0 .6532 0. 6722 0.6982 0 . 72 42 0 .7502 0.8735 0.8892 0 .9049 0.9206 0 .936 4 0.9502 0.9627 0 .9751 0.9876 1 .000 0 Transect 6600 Area: 0.0001 0.0003 0 .0006 0.0010 0 .0016 0.0023 0.0031 0.0041 0.0052 0 .006 4 0.0077 0.0092 0 .0108 0 .0125 0 .0 14 3 0.0163 0.0184 0 .0206 0.0230 0 .02 5 5 0 .0281 0.0320 0.0375 0.0446 0 .05 3 2 0.0633 0.0791 0 .0960 0 .1137 0 .1322 0 .1534 0.1863 0 .2 1 99 0.2541 0 .2891 0 .3249 0.3625 0 .402 4 0 .4445 0 .4887 0 .5350 0.5825 0. 6311 0 .6807 0 .73 1 6 0.7834 0 .8362 0.8899 0.9445 1 .0000 Hr ad: 0 .0384 0 .0768 0 .1153 0.1537 0 .192 1 0 .2305 0.2689 0.3074 0.3 4 58 0 .38 4 2 0 .4226 0.4610 0.4995 0.5379 0 .5763 0 .6147 0.6531 0.6916 0.7300 0 .768 4 0 .8068 0 . 6963 0.5948 0.5359 0 .50 31 0 . 4871 0 .4627 0.4753 0.4 954 0 .5 1 96 0.5384 0 .5341 0.5466 0.5677 0 .5938 0 .6163 0 .6313 0.649 1 0.6688 0 .6896 0 . 7161 0 .7466 0 . 77 71 0 .8076 0 .83 81 0.8702 0 .9028 0 .9353 0.9677 1 .0000 Width: 0 .0023 0.0046 0 .0068 0 .0091 0 . 0 114 0 .0137 0.0159 0 .0182 0.0205 0 .0228 0.0250 0.0273 0.0296 0.0319 0 .03 42 0 .0364 0 .0387 0.0410 0 .0433 0 .0455 0 .0478 0.0861 0 .1130 0.1400 0.1669 0 .1 938 0.2948 0 .3087 0 .3227 0 .3367 0 .5809 0.5934 0 . 6060 0.6185 0 .63 1 0 0 .6534 0.6926 0 .7318 0.7711 0 .8 1 03 0.8383 0.8582 0 .8780 0.8978 0 .9 17 7 0.9347 0.9510 0 .9674 0.9837 1 .0000 Transect 6800e Area: 0.0002 0.0006 0 .0014 0.0025 0 .0040 0.0057 0 .0078 0 .0 1 02 0.0129 0 .0 15 9 0.0197 0.0253 0 .0326 0.0417 0 .0 5 26 0 .0652 0.0797 0 .0959 0.1138 0 .1336 0 .1550 0 .1777 0.2016 0.2267 0 .2528 0.2795 0.3066 0 .3340 0 .3619 0 .3902 0 .4189 0.4478 0 . 4 7 69 0 .5063 0 .53 5 8 0 .5655 0 .5954 0 .6256 0 .6559 0. 68 64 0 .7172 0 .7480 0 .7791 0 .8102 0.8 415 0.8729 0 .9045 0.9362 0 . 9680 1.0000 Hr ad: 0 .0216 0.0433 0 .0649 0 .0865 0.1 082 0 . 12 98 0.1514 0 .173 1 0 .1947 0 .2 1 63 0 .2457 0.2585 0 . 2620 0.2630 0 .2645 0 .2674 0. 2719 0.2778 0.2849 0 .2930 SWMM 5 -Prop Interim 1 50 Year Page 11 0.3047 0 .3196 0 .3352 0 .3509 0.3704 0 .3938 0 .4176 0 .4416 0 .4658 0 .4900 0 .5146 0 .5398 0 .5651 0 .5905 0 .6159 0 .6414 0 .6668 0 .6923 0 .7177 0 .7431 0.7685 0 .7943 0 .8202 0 .8460 0 .8718 0.8975 0 .9232 0 .9488 0 .9745 1.0000 Width: 0.0099 0 .0199 0 .0298 0 .0397 0.0497 0 .0596 0 .0695 0 .0795 0 .0894 0.0993 0 .1455 0 .2009 0 .2564 0 .3118 0 .3673 0 .4227 0 .4782 0 .5336 0.5890 0.6445 0 .6892 0 . 7265 0 .7639 0 .8012 0.8259 0 .8386 0 .8514 0 .8641 0 .8768 0 .8895 0 .8997 0 .9060 0 .9122 0.9185 0 .9247 0 .9310 0 .9373 0 .9435 0 .9498 0 .9561 0 . 9620 0 .9662 0 .9704 0.9746 0 .9789 0 .9831 0 .9873 0 .9915 0 .9958 1.0000 Transect 6800m Area: 0 .0002 0 .0008 0 .0019 0 .0033 0 .0052 0 .0075 0 .0102 0 . 0133 0 .0168 0.0207 0 .0251 0 .0299 0 .0350 0.0406 0 .0468 0 .0534 0 .0607 0 .0685 0 .0768 0.0858 0.0952 0 .1053 0 .1159 0 .1270 0 .1388 0 .1510 0 .1639 0 .1773 0 .1916 0.2079 0 .2261 0 .2462 0 .2683 0 .2924 0 .3184 0 .3463 0 .3762 0 .4081 0 .4419 0 .4777 0 .5154 0 .5550 0 .5967 0 .6420 0 .6915 0 .7453 0 .8033 0 .8656 0 .9319 1 .0000 Hrad : 0 .0277 0 .0554 0 .0831 0 .1108 0 .1386 0 .1663 0 .1940 0 .22 1 7 0.2494 0.277 1 0 .3048 0 .3325 0 .3602 0.3857 0.4050 0 .4256 0 .4473 0 .4698 0 .4930 0.5168 0 .5410 0 .5655 0 .5905 0.6156 0 . 64 11 0 .6667 0 .6925 0 . 7185 0.7633 0.8063 0 . 8411 0 .8694 0 .8924 0. 9114 0.9274 0 .9411 0.9531 0 . 9640 0 .9742 0.9839 0 .9933 1. 0027 1. 0091 1. 0062 1 .0025 0 .9983 0 .9940 0 .9898 0 .9909 1.0000 Width : 0 .0060 0 .0120 0 .0181 0 .0241 0.0301 0 .0361 0 .0422 0 .0482 0 .0542 0 .0602 0 .0663 0 . 0723 0 .0783 0.0848 0.0930 0 .1011 0 .1092 0 .1174 0.1255 0 . 1337 0 .1418 0 .1 499 0 .1 581 0.1662 0 .174 4 0 .1825 0 .1906 0 .1988 0.2219 0.2502 0 .2786 0 .3069 0 .3352 0.3636 0.3919 0 .4203 0 .4486 0 .4770 0.5053 0.5337 0 .5620 0 .5904 0 .6270 0.6887 0.7505 0.8122 0 .8740 0 .9357 0.9791 1.0000 Transect 6800w Area : 0 .0000 0 .0002 0 .0004 0 .0006 0.0010 0 .0014 0 .0020 0 .0026 0 .0037 0.0050 0 .0067 0 .0087 0. 0110 0 .0137 0 .0167 0 .0200 0.0237 0.0276 0 .0320 0.0366 0 .0416 0 .0472 0.0551 0.0655 0.0782 0.0935 0 .1111 0 .1312 0.1 537 0 .1780 0.2041 0 .2319 0 . 2 614 0 .2927 0.3256 0 .3604 0.3966 0 .4343 0 .4735 0 .5141 0 .5561 0 .5996 0 .6446 0 .6910 0 .7389 0 .7882 0 .8390 0.8912 0 .9449 1 .0000 Hrad: 0 .0331 0 .0662 0.0993 0.1324 0.1655 0 .1986 0 .2317 0.2062 0.2064 0. 2211 0.2425 0 .2676 0 .2950 0 .3237 0 .3535 0 .3840 0 .4151 0 .4465 0 .4782 0.5 1 02 0.5424 0 .5877 0 .6155 0 .6212 0.6163 0.6080 0 .6002 0 .5947 0 .5940 0.6003 0 .6101 0 .6225 0 .6366 0 .6522 0.6689 0 .6871 0.7076 0 . 7288 0 .7505 0. 7725 0.7948 0 . 8172 0 .8398 0. 8626 0.8854 S WMM 5 -Prop Interim 1 50 Year Page 12 0 .9082 0. 9311 0.9541 0.9770 1.0000 Width: 0 . 0014 0 .0029 0 .0043 0 .0057 0 . 0071 0 .0086 0 .0100 0 .0152 0. 0211 0 .0270 0 .0330 0.0389 0.0448 0 .0507 0 .0566 0 .0625 0 .0684 0 .0743 0.0802 0.0861 0 .0920 0 . 11 95 0.1632 0 .2069 0 .2506 0 .2943 0 .3380 0 .3817 0 .41 99 0 .4510 0 .4820 0 .5131 0.5441 0 .5752 0 .6062 0. 6358 0 .6618 0 .6878 0 . 71 38 0 .7399 0.7659 0 .7919 0.8179 0 .8 4 39 0.8699 0.8959 0 .9220 0.9480 0 .97 4 0 1 .000 0 Transect 6896e Area: 0 .0001 0 .0005 0. 0011 0 .0019 0 .0029 0 .0042 0 .0058 0.0075 0 .0095 0 . 0 11 8 0 .0154 0 .0210 0.0284 0 .0377 0 .0489 0 .0620 0 .0770 0.0939 0 .11 27 0 .1334 0 .1 556 0 .1789 0.2033 0 .2287 0.2550 0 .2817 0 .3088 0.3363 0 . 3 642 0 .392 4 0 . 4211 0 .4 499 0.4790 0 .5083 0.5378 0 .5676 0 .5975 0.6277 0 .6581 0.6888 0 . 7196 0.7505 0 .7815 0 .8 1 26 0.8 4 37 0 .8748 0.9060 0 .9373 0 . 9686 1 .0000 Hr ad : 0 .0219 0 .0439 0.0658 0 . 0878 0 .10 97 0 .1316 0 .1536 0.1755 0 .1 975 0 .2228 0 .2384 0 .2350 0.2289 0 .2252 0 .225 0 0 .2278 0 .2328 0.2397 0 .2479 0 .257 1 . 0 .2731 0.2908 0.3089 0 .327 0 0 .3501 0 .3750 0 .4000 0.4251 0 .4502 0 .4752 0 .5007 0 . 52 64 0.5522 0 .5780 0 .6038 0 .6295 0 .6552 0 .6808 0 .7064 0 .7319 0.7576 0 .7844 0. 8113 0.8382 0 .8652 0.8921 0.9191 0.9461 0 .9730 1 .0000 Width: 0 .0075 0.0150 0 .0225 0 .0300 0 .0375 0 .0450 0 .0525 0 .0600 0 .0675 0 .0859 0 .1461 0.2064 0 .2666 0 .3269 0 .3871 0 .4474 0.5077 0 .5679 0 .6282 0.6884 0 . 7251 0 .7590 0 .7929 0 .8268 0 .844 1 0 .8566 0 .8690 0.8814 0 .8939 0 .9063 0 .9155 0 .9226 0.9296 0 .9366 0 .9436 0 .9506 0.9576 0.9646 0 . 9716 0 .9786 0 .9842 0.9859 0 .9877 0 .9894 0 .99 1 2 0 .9930 0 .9947 0.9965 0 .9982 1 .0000 Transect 6896m Area : 0.0001 0 .0006 0. 0013 0 .0024 0 .0037 0 .0053 0 . 0072 0.0094 0 .0120 0.0147 0 .0177 0 .0209 0.0242 0 .0278 0 .03 15 0 .0354 0 .0395 0.0438 0 .0483 0 .0530 0 .0578 0 .0633 0.0702 0 .0785 0 .088 3 0 .0995 0 .11 22 0 .12 63 0 .1419 0 .1589 0 .1774 0.1973 0.2187 0.2 4 27 0 .2704 0 .3015 0 .3363 0 .3746 0 .41 57 0 .4592 0 .5053 0 .5 539 0 .6050 0 .6587 0.714 7 0 .7715 0 .8284 0.8855 0.9427 1.0000 Hrad : 0 .0325 0 .0649 0.0974 0 .1 299 0.1624 0 .1948 0 .2273 0.2598 0 .2923 0 .3314 0 .3741 0 .4156 0.4561 0 .4958 0 .5347 0.5730 0 .6107 0.6480 0 .6849 0 .7214 0.7576 0 .8085 0.8426 0 .8603 0 .8671 0 .8673 0.8640 0.8595 0 .855 1 0 .85 15 0 .8493 0 .8486 0 .8482 0 .8318 0.8 1 77 0 .8044 0 .7924 0.7861 0 .7895 0 .79 51 0 .8026 0 . 8117 0.8221 0 .8336 0 .8 4 95 0.8758 0 .9044 0.9349 0 . 9669 1 .0000 Width: 0.0051 0 .0103 0 .0154 0.0206 0.0257 0 .0309 0 .0360 0.0411 0 .0463 0 .0 50 3 0 .0536 0.0568 0.0601 0 .0633 0.0666 SWMM 5 -Prop Interim 1 50 Yea r Pag e 13 0 .0698 0 .0731 0 .0763 0 . 0796 0.0828 0.0861 0 .1074 0 .1327 0 .1579 0.1831 0 .2084 0 .2336 0 .2588 0.2841 0.3093 0 .3346 0 .3598 0 .3872 0.4497 0.5122 0.5747 0 .6372 0.6932 0.7370 0.7809 0 .8248 0 . 8 68 6 0.9125 0. 95 64 0.9880 0 .9904 0 .9928 0.9952 0.9976 1.0000 Transect 6896w Area : 0 .0001 0 .0003 0.0008 0.0015 0 .0024 0 .0036 0 .0049 0.0065 0.0084 0.0104 0 .0127 0 .0152 0.0179 0.0208 0.0240 0 .0274 0 .0310 0 .0349 0.0392 0 .0439 0 .0492 0 .0550 0.0614 0.0682 0.0755 0 .0833 0 .0917 0.1005 0 .1099 0 .1197 0 .1301 0 .1410 0.1523 0.1643 0 .1796 0 .2000 0 .2255 0 . 2562 0 .2920 0 .3329 0 .3789 0 .4298 0 .4853 0 .5452 0 .6097 0.6787 0.7523 0 .8303 0.9129 1.0000 Hr ad: 0.0457 0 . 0871 0 .1278 0.1714 0.2161 0 . 2613 0 .3067 0 .3523 0 .3980 0 .4438 0 .4896 0 .5355 0 .5813 0. 6272 0.6732 0.7191 0 .7650 0 .8223 0 .9026 0 .9701 1.0277 1. 0775 1 .1213 1 .1606 1.1964 1. 2296 1.2608 1.2906 1. 3193 1.3472 1.3746 1. 4015 1. 4282 1. 4355 1.3564 1.2919 1. 2271 1.1 648 1.1 087 1. 0607 1. 0214 0 .9981 0 .9829 0.9736 0.9693 0 .9693 0 . 9728 0 .9794 0.9886 1 .0000 Width : 0 .0019 0 .0040 0 .0065 0.0091 0 .0116 0.0141 0 .0166 0 .0191 0.0216 0 .0241 0 . 02 67 0 .0292 0 . 0317 0 .0342 0 .0367 0 .0392 0 .0418 0 .0451 0 .0508 0 .0564 0 .0621 0.0678 0 .0734 0 .0791 0 .0848 0.0905 0.0961 0 .1018 0 .1075 0 .1132 0 .1188 0.1245 0 .1302 0.1425 0 .1998 0.2572 0.3145 0 . 3718 0 .4291 0 .4864 0.5438 0.5952 0 .6458 0 . 6964 0 .7470 0.7976 0 .8482 0 .8988 0.9494 1.0000 Transect 6983e Area : 0.0001 0 .0002 0.0005 0 .0009 0. 0013 0.0019 0 .0026 0.0034 0.0043 0 .0054 0.0066 0 .0079 0.0093 0 .0 1 08 0.0125 0.0143 0 .0192 0.0318 0.0530 0.0809 0.1098 0 .1396 0.1695 0 .1996 0.2296 0.2598 0.2900 0.3202 0.3505 0.3809 0.4113 0 .4417 0 .4723 0 .5029 0 .5335 0.5642 0 .5950 0 .6258 0. 6567 0. 6877 0. 7187 0 .7498 0 .7809 0.8120 0 .8432 0.8745 0.9058 0 . 9372 0. 9686 1.0000 Hrad : 0. 0211 0.0421 0.0632 0 .0842 0.1053 0.1263 0.1474 0 .1685 0.1865 0 .2052 0.2244 0 .2440 0 .2639 0.2841 0.3044 0.3249 0 .2774 0 .1916 0.0790 0 .1050 0.1316 0.1597 0 .1899 0 .2202 0 .2507 0.2812 0 .3116 0 .3421 0.3725 0.4029 0.4331 0 .4633 0.4934 0.5234 0 .5535 0 .5834 0 .6133 0 .6431 0. 6729 0.7026 0 .7325 0 . 7625 0 .7923 0.8222 0 .8520 0.8817 0 . 9113 0 .9409 0.9705 1.0000 Width: 0.0034 0 .0068 0 .0102 0.0136 0 .0170 0.0204 0 .0238 0 . 0272 0.0312 0 .0352 0.0393 0 .0433 0 .0474 0.0514 0.0555 0.0595 0 .2774 0 .5271 0.8690 0.9017 0.9343 0.9516 0.9533 0.9550 0.9568 0.9585 0 .9602 0.9619 0. 9636 0 .9654 0 .9673 0 .9692 0 .9712 0.9731 0 .9750 0.9770 0 .9789 0 .9808 0.9828 0.9847 S WMM 5 -Prop Interim 1 50 Year Page 14 0 .9864 0.9879 0.9894 0 .9909 0.9924 0 .9939 0.9955 0 .9970 0 .9985 1.0000 Transect 6983m Area : 0.0000 0.0001 0.0003 0 .0005 0 .0009 0 .0012 0 .0017 0 .0022 0.0028 0 .0034 0.0041 0 .0049 0 .0057 0 .0067 0 .0077 0 .0087 0 .0098 0. OllO 0.0124 0 .0151 0 .0196 0.0260 0.0342 0.0442 0 .0560 0 .0696 0.0851 0 .1023 0.1214 0 .1423 0.1650 0 .1896 0 .2159 0.2441 0.2787 0 .3181 0 .3600 0 .4042 0.4504 0 . 4 973 0 .5448 0.5929 0 .6416 0.6910 0 .7409 0.7915 0 .8427 0 .8945 0.9469 1 .0000 Hrad: 0 .0342 0.0684 0 .1026 0.1368 0.17ll 0.2053 0 .2395 0 .2737 0.3079 0 .3421 0.3763 0 .4105 0 .4448 0 .4790 0 .5132 0.5474 0 .5816 0 .6158 0.6541 0 .6337 0. 5 678 0 .5056 0 .4612 0.4338 0 .4195 0.4146 0 .4164 0 .4231 0 .4333 0 .4462 0 .46ll 0 .4777 0 .4954 0 .5142 0 .4643 0 .4839 0 .5046 0.5260 0.5595 0 .5980 0. 6372 0. 6769 0 . 7170 0 .7572 0.7977 0.8382 0.8787 0.9192 0 .9596 1 .0000 Width: 0.0013 0.0025 0 .0038 0.0051 0 .0064 0.0076 0 .0089 0 .0102 0.0115 0 .0127 0. 0140 0.0153 0 .0166 0 .0178 0 .0191 0.0204 0 .0217 0 .0229 0.0340 0 .0681 0.1022 0 .1362 0 .1 703 0.2044 0 .2384 0. 2725 0.3066 0 .3406 0 .3747 0 .4088 0.4428 0 .4769 0 . 5ll0 0.5451 0 . 7160 0. 7 613 0 .8067 0 .8521 0. 8725 0 .8841 0.8957 0.9073 0.9189 0 .9305 0 .9421 0.9536 0. 9652 0 .9768 0.9884 1 .0000 Transe ct 6983w Area : 0 .0003 0 .0008 0 .0014 0 .0020 0 .0028 0.0037 0 .0047 0.0058 0 .0070 0.0082 0.0096 0 . Olll 0.0126 0 .0143 0.0161 0.0179 0 .0199 0.0222 0.0256 0 .0301 0.0356 0 .0422 0 .0499 0 .0587 0 .0685 0.0795 0 .0914 0 .1045 0 .1186 0 .1338 0.1501 0 .1675 0 .1 859 0 .2125 0 .25 1 3 0.2916 0 .3332 0 .3762 0 .4205 0.4663 0 .5134 0 .5620 0 .6119 0.6632 0 . 7159 0.7699 0.8254 0 .8822 0.9404 1.0000 Hr ad: 0.0455 0 .1098 0 .1664 0.2183 0 .2673 0.3141 0 .3595 0 .4038 0 .4472 0 .4900 0.5323 0.5742 0 .6157 0.6569 0.6979 0 .7387 0 .7793 0 .8322 0.8487 0.8384 0.8166 0 .7927 0 . 7714 0.7546 0 .7428 0 .7358 0.7331 0 .7341 0.7382 0.7450 0 .7541 0 .7651 0 .7777 0.6507 0 .6287 0.6256 0.6340 0 .6497 0 . 6704 0 .6944 0. 7208 0.7489 0 .7784 0.8087 0 .8397 0 . 8712 0 .9031 0 .9353 0 .9676 1 .0000 Width: 0.0075 0 .0091 0 .0107 0 .0123 0. 0139 0.0155 0 . 0171 0 .0187 0 .0203 0 .0219 0.0235 0.0251 0 . 02 67 0.0283 0.0299 0.0315 0 .0331 0 .0475 0.0653 0 .0831 0.1009 0. ll87 0 .1365 0.1543 0 .1721 0 .1899 0.2077 0 .2255 0.2433 0 . 26ll 0.2789 0 .2967 0.3145 0.6328 0 .6557 0.6787 0 .7016 0 .7246 0.7475 0 .7705 0.7934 0.8164 0 .8393 0.8623 0.8852 0.9082 0 . 93ll 0 .9541 0.9770 1.0000 Transect 7229e Area : SWMM 5 -Prop In terim 1 50 Year Page 15 0 .0001 0 .0002 0.0005 0 .0009 0 .0014 0 .0020 0 .0027 0 .0036 0.0045 0 .0056 0 .0068 0.0081 0 .0095 0 . 0110 0 .0162 0 .0239 0.0326 0.0425 0 .0534 0.0654 0 .0785 0 .0927 0 .1080 0.1243 0.1418 0.1603 0 .1799 0.2016 0.2281 0.2595 0 .2953 0 .3317 0 .3682 0 .4047 0 .4413 0.4780 0.5147 0 .5514 0 .5882 0 . 6250 0 .6619 0 .6990 0 .7361 0.7734 0.8109 0 .8484 0.8861 0.9240 0.9619 1 .0000 Hrad: 0.0242 0.0484 0 . 0725 0.0967 0 .1209 0 .1451 0.1692 0.1934 0.2 1 76 0 .24 18 0.2659 0 .2901 0.3143 0.3385 0.1217 0 .1604 0 .1945 0.2252 0.2535 0 .2798 0 .3047 0 .3284 0.3511 0.3731 0.3944 0 .4152 0 .4355 0 .43 41 0.4301 0.4283 0 .4380 0 .4617 0 .4878 0 .5155 0.5445 0 .5743 0.6049 0 .6359 0.6674 0 . 6993 0 . 7290 0 .7584 0.7880 0.8178 0.8479 0 .8781 0.9084 0.9388 0.9694 1.0000 Width: 0.0029 0 .0059 0 .0088 0. 0117 0.0147 0.0176 0 .0205 0.0235 0.0264 0 .0293 0 .0323 0 .0352 0 .0381 0.0411 0.1866 0 .2151 0 .2436 0.2721 0 .3006 0 .3291 0 .3575 0 .3860 0.4145 0 .4430 0.4715 0 .5000 0.5285 0 .6299 0 .7585 0.8871 0 .9545 0 .9558 0 .9571 0 .9584 0.9597 0 .9610 0.9623 0.9636 0.9649 0. 9661 0 .9690 0 . 9725 0.9759 0. 9794 0.9828 0 .9862 0.9897 0.9931 0 .9966 1. 0000 Transect 7229m Area : 0 .0001 0 .0004 0 .0008 0.00 15 0.0023 0.0033 0 .0046 0.0059 0 .0075 0.0093 0. 0112 0 .0134 0.0157 0.0 1 82 0 .0209 0 .0238 0 .0269 0.0310 0.0369 0.0446 0 .0541 0 .0654 0 .0786 0 .0935 0 .110 2 0 .1288 0.1491 0.1713 0.1952 0 .2210 0 .2486 0 .2779 0.3093 0 .3430 0.3791 0 .4 176 0.4578 0.4981 0.5386 0.5793 0.6201 0.6610 0.7021 0.7434 0.7848 0 .8263 0 .8680 0.9099 0 .9537 1.0000 Hrad: 0 .0283 0.0567 0 .0850 0 .11 34 0 .1417 0 .1 701 0.1984 0.2268 0.2551 0.2835 0. 3118 0 .3402 0.3685 0. 3969 0.4252 0.4536 0 .4824 0.5092 0.5079 0.49 4 2 0.4778 0 .4634 0 .4528 0. 4 4 62 0.4433 0.4436 0 .4465 0.4517 0.4587 0 . 4672 0.4770 0.4878 0 .4985 0.5092 0.5204 0.5319 0.5602 0.5928 0 . 6262 0 .6602 0 .69 47 0.7294 0 . 7 645 0 .7998 0.8352 0.8708 0.9065 0.9402 0.9706 1.0000 Width: 0 .0039 0 .0078 0. 0117 0 .0 15 7 0 .0196 0.0235 0.0274 0.0313 0.0352 0 .039 1 0.0431 0.0470 0.0509 0.0548 0.0587 0.0626 0 .0674 0.1055 0.1435 0.18 1 5 0.2195 0 .2575 0 .2955 0 .3335 0.3715 0.4095 0 .4475 0.4856 0.5236 0.5616 0. 5996 0 .6376 0. 6842 0.7351 0 .7860 0.8369 0.8484 0.8515 0 .8546 0.8577 0.8608 0.8639 0.8670 0.8701 0 .8731 0.8762 0.8793 0.897 1 0.9486 1 .0000 Transect 7229w Area: 0 .0001 0.0002 0.0005 0.0009 0.0013 0.0019 0.0028 0.0041 0.0056 0.0075 0.0097 0.0122 0.0150 0 .0181 0.0216 0 .0254 0 .0295 0 .0340 0 .0388 0.0438 0.0492 0.0550 0.0610 0 .0674 0.0741 SWMM 5 -Prop Interim 1 50 Year Page 16 0 .0811 0.0885 0.0974 0 .1126 0 .1312 0 .1530 0 .1780 0.2064 0 .2380 0.2728 0 . 3110 0.3523 0 .3952 0 .4392 0 .4845 0.5308 0.5783 0 .6270 0 .6768 0.7278 0 .7799 0.8332 0.8877 0 .9433 1. 0000 Hr ad: 0.0321 0 . 0 642 0 . 0962 0 .1283 0.1604 0 .1696 0 .1728 0 .1895 0 .2121 0.2378 0.2653 0.2940 0.3235 0 .3535 0.3839 0.4146 0.4456 0 . 4 7 67 0 .5081 0 .5395 0. 5710 0.6026 0.6343 0 .6661 0 .6979 0 . 7298 0 . 7 61 7 0 .7865 0 .7795 0 .7641 0.7459 0 . 7287 0 .7140 0 .7026 0 .6947 0 .6900 0 .6912 0.7051 0 . 7228 0 .7433 0.7657 0.7895 0.8143 0 .8398 0.8658 0.8923 0 .9190 0.9459 0 . 9729 1. 0000 Width: 0 .0019 0 .0037 0.0056 0 .0075 0 .0093 0 .0129 0.0185 0 .0241 0 .0297 0 .0353 0.0410 0.0466 0.0522 0 .0578 0.0635 0 .0691 0 .0747 0.0803 0 .0859 0 .0916 0. 0972 0 .1028 0.1084 0 .1140 0 .1197 0.1253 0 .1309 0.2379 0 .2949 0.3519 0.4089 0.4659 0.5229 0 .5799 0.6369 0.6939 0 .7386 0 .7587 0 .7788 0.7989 0 .8190 0 .8391 0.8592 0 .8793 0.8995 0 .9196 0.9397 0.9598 0 .9799 1.0000 Transe ct 7431e Area: 0.0001 0.0002 0.0005 0 .0010 0 .0015 0.0022 0 .0053 0.0114 0 .0181 0.0255 0 .0335 0.0421 0. 0513 0 . 0611 0.0716 0 .0826 0.0943 0 .1066 0 .1195 0 .1331 0.1472 0.1628 0.1807 0 .2009 0 .2234 0 .2482 0.2753 0.3047 0 .3358 0.3670 0.3983 0. 4296 0.4609 0 .4923 0.5237 0 .5552 0 .5867 0.6182 0 .6498 0.6814 0 .7131 0 .7448 0.7766 0.8084 0 .8402 0 . 8721 0 .9040 0.9360 0.9680 1.0000 Hrad: 0 .0206 0.0411 0.0617 0 .0822 0.1028 0.1233 0 .0387 0.0766 0 .1116 0 .1 441 0.1745 0.2032 0.2305 0 . 2564 0.2812 0 .3050 0 .3279 0.3501 0 .3717 0.3926 0 .4130 0 .4153 0.4193 0 .4239 0.4285 0.4333 0.4382 0.4433 0 .4592 0.4802 0.5025 0.5258 0.5499 0.5745 0.5997 0.6252 0.6510 0.6771 0.7035 0.7300 0.7566 0.7834 0 .8102 0 .8372 0.8642 0. 8913 0.9184 0.9456 0 . 9728 1.0000 Width: 0.0037 0.0075 0 . 0112 0.0150 0.0187 0.0225 0.1816 0 .2008 0 .2201 0.2393 0.2585 0.2778 0.2970 0 .3162 0.3355 0.3547 0 .3739 0.3932 0 .4124 0.4316 0.4509 0.5220 0.5939 0.6657 0.7376 0 .8095 0 . 8814 0 .9532 0 . 9729 0.9742 0.9755 0. 97 68 0.9781 0 .9794 0.9807 0.9820 0.9832 0.9845 0 .9858 0.9871 0.9884 0.9897 0.9910 0 .9923 0.9936 0.9948 0.9961 0.9974 0.9987 1.0000 Transect 7431m Area: 0 .000 1 0.0003 0.0006 0.0012 0.0018 0.0026 0.0035 0.0046 0.0058 0.0072 0.0087 0.0104 0.0122 0.0141 0.0162 0 .0184 0.0208 0.0233 0 .0260 0.0288 0.0318 0.0349 0.0381 0 .0415 0.0450 0.0487 0 .0525 0.0595 0 .0788 0 .1011 0.1263 0.1545 0.1856 0 .2196 0.2566 0.2965 0 .3393 0.3851 0 .4338 0.4838 0.5341 0.5847 0.6356 0 . 68 68 0.7383 0.7900 0.8421 0.8944 0.9471 1.0000 S WMM 5 -Prop Interim 1 5 0 Year Page 17 Hr ad: 0.0 2 05 0.0409 0 .0614 0.0818 0 .1023 0.1227 0 .1432 0 .1636 0 .1841 0 .2045 0.2250 0.2454 0.2659 0 .2863 0 .3068 o. 3272 0.3477 0.3681 0 .3886 0 .4090 0 .4295 0 .4499 0.4704 0 .4909 0 .5113 0.5318 0 .5522 0 . 5371 0 .4559 0 .4 225 0 .4117 0 .4133 0.4224 0.4361 0 .4530 0.4720 0.4925 0.5142 0.5380 0 .5747 0 .6136 0 .6540 0.6955 0 .7377 0 .7806 0 .8240 0 .8676 0 . 9116 0 .9557 1 .0000 Width : 0 .0 0 2 7 0 .0054 0.0081 0.0109 0 .0136 0.0163 0.0190 0.0217 0 .0244 0 .0271 0 .0299 0 .0326 0.0353 0 .0380 0 .0407 0.0434 0.0461 0.0488 0.0516 0 .0543 0 .0570 0.0597 0.0624 0 .0651 0 .0678 0.0706 0 .0733 0 .3369 0 .3922 0 .4475 0.5029 0.5582 0 .6135 0 .66 88 0 . 7241 0 .7794 0.8347 0.8901 0.9398 0 .9453 0 .9508 0.9562 0. 9617 0 . 9672 0 . 9727 0 .9781 0 .9836 0 .9891 0 .9945 1 .0000 Transect 7431w Area : 0.0000 0 .0001 0 .0004 0 .0008 0 . 0013 0.0021 0.0030 0.0041 0 .0053 0 .0068 0 .0084 0.0102 0 .0121 0 .0143 0 .0166 0.0190 0.0217 0.0245 0 .0275 0 .0306 0 .0344 0.0401 0 .0479 0 .0579 0 .0700 0 .0842 0.1005 0 .1190 0 .1 395 0 .1622 0.1871 0.2140 0 .2431 0 .2743 0 .3076 0 .3430 0 .3806 0.4203 0 .4621 0 .5054 0.54 9 8 0.5954 0.6420 0 .6898 0 .7387 0.7887 0.8399 0.8921 0.9455 1 .0000 Hrad: 0 .0336 0.0604 0 .0776 0 .1073 0 .13 97 0.1732 0 .2072 0.2415 0 .2760 0 .3105 0 .3452 0.3799 0 .4147 0.4 4 94 0 .484 3 0.5191 0.5539 0.5888 0 .6237 0 .6586 0.7033 0 .7144 0.6974 0.6703 0 .6433 0.6209 0 .6043 0 .5934 0 .5875 0 .5858 0.5878 0. 592 6 0.5999 0.6092 0 . 6201 0.6325 0.6460 0.6605 0.6770 0.7037 0.7314 0.7600 0.7892 0 .8 1 88 0 .8487 0.8788 0 .9090 0.9393 0.9697 1. 0000 Width: 0 . 0011 0.0026 0.0057 0.0088 0.0120 0 .0151 0 .0183 0 .0214 0.0245 0. 0277 0 .0308 0.0339 0. 0371 0 .04 02 0 .0434 0 .0465 0 .0496 0 .0528 0.0559 0 .0590 0.0845 0.1231 0.1616 0.2002 0.2388 0 .2774 0.3159 0.3545 0 .3931 0.4316 0 .4702 0 .5088 0.5474 0 .58 59 0.6245 0 .6631 0 .7017 0 .7402 0 . 77 68 0 . 7971 0.8174 0 .8377 0 .8579 0.8782 0.8985 0 .9188 0 .9391 0.9594 0 .9797 1.0000 Transect 7993 Area : 0 .0001 0.0002 0 .0005 0 .0008 0 .0013 0 .0 019 0.0026 0.0045 0.0075 0. 0115 0.0166 0.0226 0 .0313 0 .0439 0 .0589 0 .0746 0 .0910 0.1081 0 .1 258 0 .1441 0.1632 0.1828 0.2032 0 .2241 0 .2 45 8 0.2 681 0 .2910 0 .3147 0.3389 0 .3638 0 .3894 0.4156 0.4425 0.4701 0 .4983 0.5271 0.5567 0 .5868 0. 6176 0 .6491 0.6813 0. 7141 0.7475 0.7816 0 .8164 0.8518 0.8879 0 .9246 0. 9620 1 .0000 Hr ad : 0.0191 0.0382 0.05 7 3 0.0765 0 .0956 0.1147 0 .1312 0 .0678 0 .0810 0 .0968 0 .1139 0.1316 0.1073 0 .1191 0 .14 62 0.1777 0.2 083 0.2380 0 .2669 0 .2951 SWMM 5 -Prop In terim 1 50 Year Page 18 0 .3227 0.3498 0 .3763 0.4024 0.4281 0 .4534 0.4783 0 .5030 0 .5273 0 .5514 0.5752 0 .5988 0 .6222 0 .6453 0 .6683 0 . 6911 0. 7138 0 .7363 0 .7586 0.7809 0 .8030 0 .8250 0 .8468 0.8686 0 .8903 0 . 9118 0.9333 0.9547 0.9761 1 .0000 Width : 0 .0027 0 .0054 0.0081 0 .0108 0.0135 0 .0162 0 .0279 0.0657 0 .0923 0 .1189 0.1455 0 .1721 0.2916 0 .3685 0 .4027 0 .4199 0.4370 0.4541 0. 4713 0 .4884 0 .5056 0 .5227 0.5399 0.5570 0 .5741 0.5913 0 .6084 0.6256 0.6427 0 .6599 0.6770 0.6941 0. 7113 0. 7284 0 .7456 0 .7627 0.7 799 0.7970 0.8 1 41 0 .8313 0 .8484 0.8656 0.8827 0.8999 0 .9170 0 .9341 0. 9513 0 .9684 0 .9856 1. 0000 Transect CAIN-OVER Area: 0 .0003 0 .0014 0.0031 0 .0055 0.0087 0.0128 0.0178 0 .0237 0.0306 0 .0383 0 .0470 0 .0567 0 .0694 0.0850 0.1012 0 .1180 0 .1354 0 .1533 0.1718 0 .1907 0 .2102 0 .2 301 0 .2506 0 .2716 0.2932 0 .3153 0 .3380 0 . 3613 0.3851 0 .4095 0 .4345 0 .4600 0 .4861 0 .5127 0.5399 0 .5676 0.5959 0 .6247 0.6541 0 .6839 0 .7144 0.7454 0 .7769 0 .8087 0.8406 0. 8724 0 .9043 0 .9362 0.9681 1 .0000 Hrad: 0.0160 0.0319 0 .0479 0. 0 639 0.0768 0.0898 0 .1038 0 . 1184 0.1333 0.1485 0.1638 0.1793 0 .1444 0 .1705 0 .1959 0.2207 0.2449 0.2693 0.2934 0.3 1 71 0.3404 0.3634 0.3860 0.4075 0.4284 0.4492 0 .4696 0 .4899 0.5100 0.5298 0.5497 0.5693 0.5889 0.6083 0 .6277 0 . 6472 0 .6666 0 .6858 0 .7050 0. 7240 0.7429 0. 7 617 0 .7804 0 .8107 0.8423 0.8738 0 .9054 0 .9370 0.9685 1.0000 Width: 0.0216 0 .0433 0 .0649 0.0866 0 .1133 0.1423 0.1713 0.2003 0.2293 0.2583 0.2873 0.3162 0.4808 0 .4989 0 .5 1 70 0 .5351 0 .5532 0 .5697 0.5857 0.60 1 7 0.6177 0.6337 0.6497 0.6669 0.6847 0.7024 0. 7201 0.7379 0.7556 0 .7733 0.7909 0 .8084 0 .8259 0.8433 0.8605 0.8775 0.8944 0 .9113 0 .9283 0 .9452 0. 9621 0.9790 0 .9960 0.9980 0.9983 0.9987 0 .9990 0.9993 0.9997 1 .0000 Transect DSofSiteExisting Area: 0.0000 0.0001 0 .0003 0 .0004 0.0007 0.0010 0.0014 0.0018 0.0024 0 .0030 0.0037 0.0045 0.0055 0.0065 0.0076 0.0089 0.0103 0 . 0118 0.0 1 34 0 .0152 0.0212 0 .0318 0 .0440 0.0574 0 .0719 0.0878 0.1052 0 .1240 0.1442 0.1 661 0 .1915 0.2 189 0 .2481 0.2800 0.3147 0.3507 0.3881 0 .4269 0.4671 0.5087 0.5516 0 .5959 0 .6416 0.6887 0.7371 0.7869 0.8381 0 .8907 0.9447 1 .0000 Hrad: 0.0174 0.0348 0.0522 0.0696 0.0869 0.1043 0.1217 0 .1375 0 .15 1 5 0.1651 0.1790 0 .1931 0.2076 0.2220 0.2317 0.2429 0.2552 0.2683 0 .2820 0. 2963 0.2416 0 .2 140 0.2207 0.2411 0 .2644 0.2867 0 .3125 0.3398 0.3677 0.3949 0.3922 0.4262 0.4597 0 .4884 0 .5192 0 .5508 0.5828 0.6150 0.6474 0 . 67 98 0. 7121 0.7445 0.7767 0.8089 0.8410 SWMM 5 -Prop Interim 1 50 Year Pag e 19 0 .8730 0 .9049 0. 9367 0 . 9684 1 .0000 Width: 0 .0010 0 .0020 0 .0030 0.0040 0 .0050 0 .0060 0 .0070 0 .0087 0.0105 0 .0122 0 . 0139 0 .0157 0.0174 0 .0192 0.02 14 0 .0236 0.0257 0 .0279 0 .0301 0.0323 0 .1744 0.2040 0.2285 0 .2492 0 .27 12 0 .2968 0 .3225 0 .3482 0 .3739 0 .4120 0 .4734 0.5051 0.5359 0.6066 0 .63 1 2 0 .6558 0.6804 0.7050 0. 7295 0.7541 0 .7787 0.8033 0.8279 0 .8525 0.8771 0 .9017 0 . 9262 0.9508 0 .9754 1 .0000 Transect DSofSiteRev Area: 0 .0001 0 .0006 0.0013 0 .0023 0.0036 0 .0052 0 .0070 0 .0093 0.0 1 20 0.0153 0 .0190 0 .0233 0.0280 0 .0333 0.0391 0 .0455 0 .0526 0 .0603 0.0686 0.0775 0 . 0871 0 .0973 0 .1081 0.1196 0.1317 0 .1 455 0 .1 613 0 .1792 0.1992 0.2212 0 .2510 0 .2828 0.3177 0.3538 0.3905 0 .4277 0 .4654 0.5036 0.5422 0 .5814 0 .6210 0 .6612 0 .7018 0.7429 0.7845 0 .8266 0 . 8692 0.9123 0.9559 1.0000 Hrad: 0 .0210 0 .0421 0.0631 0.0842 0.1052 0.1263 0 .14 73 0 .1664 0.1 833 0.1999 0.2166 0 .2338 0. 2513 0.2687 0.2805 0.2941 0 .3089 0.3248 0.3414 0.3587 0.3764 0.3946 0. 4131 0.4319 0.4421 0 .4366 0.4385 0.4437 0 .4507 0 .4589 0 .3450 0.3821 0 .4149 0.4487 0.4850 0 .5212 0 . 5572 0 .5930 0.6286 0 .6638 0 .6988 0 .7334 0.7678 0.8019 0.8356 0 .8691 0 .9022 0.9351 0 .9677 1.0000 Width: 0 .0065 0 .0130 0.0194 0.0259 0 .0324 0 .0389 0 .0454 0 .0564 0.0676 0 .0789 0 .0901 0.1014 0 .1126 0.12 41 0.1383 0 .1524 0 .1665 0.1806 0 .1948 0 .2089 0 .2230 0 .2371 0.2513 0 .2654 0.2878 0 .3341 0 .3804 0.4268 0 .47 31 0.5194 0 .6948 0 .7523 0.8108 0.8223 0 .8334 0 .8445 0 .8556 0. 8 667 0 .8778 0 .8889 0 .9000 0 .9111 0.9222 0 .9334 0 .9445 0 .9556 0 . 9667 0 .9778 0 .9889 1 .0000 Transect ExistingBarracksChannel Area: 0 .0004 0 .0017 0.0037 0 .0066 0.0104 0 .0149 0 .0203 0.0265 0 .0336 0 . 0417 0 .0508 0 .0609 0.0719 0 .0840 0 .0971 0 .1111 0 . 12 62 0.1421 0 .1587 0 .1762 0 .1945 0 .2136 0.2335 0 .2541 0 .2756 0 .2979 0 .3209 0.3448 0 .3694 0 .3949 0 . 4211 0 .4482 0. 4 7 60 0 .5046 0 .5334 0.5625 0 .5919 0.6216 0 .6516 0 .6818 0. 7124 0 .7432 0 .7743 0 .8 057 0.8374 0.8693 0 .9016 0.9341 0 . 9669 1 .0000 Hrad: 0.0166 0 .0332 0.0498 0 .0665 0 .0831 0.0997 0 .11 63 0 .1329 0.1475 0.1616 0 .1 763 0 .1913 0.2066 0.2221 0.2378 0 .2536 0.2706 0.2898 0.3088 0.3275 0 .3460 0 . 3644 0.3827 0.4008 0.4188 0 .4368 0.4546 0 .4723 0.4900 0.5076 0 .5252 0.5427 0.5601 0.5843 0.6117 0 .6388 0.6658 0.6925 0. 7191 0.7454 0 .7716 0 .7976 0.8235 0.8492 0.8747 0.9000 0 .9253 0.9503 0.9752 1.0000 Width: 0.0250 0 .0499 0.0749 0 .0998 0.1248 0.1498 0.1747 0 .1 997 0.2280 0 .2580 0 .2880 0 .3181 0.3481 0 .3 781 0.408 1 SWMM 5 -Prop Interim 1 50 Yea r Page 20 0 .4381 0. 4 662 0.4901 0.5141 0 .5381 0 .5621 0.5861 0.6100 0 .6340 0 .6580 0 .6820 0 .7060 0. 7299 0 .7539 0 .7779 0 .8019 0 .8259 0.8498 0 .8635 0 . 8721 0 .8806 0.8891 0.8976 0.9062 0.9147 0 .9232 0.9318 0.9403 0.9488 0.9574 0 . 9659 0 .9744 0.9829 0 .9915 1. 0000 Transect OW-OVER Area: 0.0074 0.0153 0.0238 0.0327 0.0422 0 .0521 0 .0626 0.0736 0.0852 0. 0972 0 .1097 0.1228 0.1364 0.1505 0.1651 0 .1802 0.1958 0 .2120 0 .2286 0.2458 0 .2635 0.2817 0.3004 0 .3196 0.3394 0 .3596 0.3804 0.4017 0 .4235 0.4458 0 .4686 0.4920 0 .5158 0.5402 0.5651 0 .5905 0.6164 0 .6428 0 .6697 0 .6972 0 . 7252 0 .7536 0 .7826 0 .8121 0.8422 0. 8727 0.9038 0 .9353 0. 967 4 1. 0000 Hrad : 0 .0347 0 .0674 0 .0982 0 .1277 0 .1559 0 .1831 0.2094 0 .2350 0.2599 0.2842 0 .3080 0 .3313 0 .3543 0 .3769 0.3992 0 .4212 0 .4429 0 .4644 0 .4856 0.5067 0.5276 0 .5484 0 .5690 0 .5894 0.6097 0.6299 0 .6500 0 .6700 0 .6899 0.7097 0. 7295 0 .7491 0. 7 687 0 .7882 0. 8077 0.8271 0 .8464 0 . 8657 0 .8849 0.9041 0.9232 0 .9423 0 .9614 0 .9804 0.9994 1. 0184 1. 0373 1 .0562 1.0750 1.0000 Width : 0.2133 0.2276 0.2419 0 . 2562 0.2705 0 .2848 0 .2991 0.3134 0 .3277 0.3420 0.3563 0 .3706 0.3849 0 .3992 0.4135 0 .4278 0 .4421 0 .4564 0 .4708 0.485 1 0 .4994 0 .5137 0.5280 0 .5423 0.5566 0 .5709 0 .5852 0.5995 0 .6138 0 . 6281 0 .6424 0 . 65 67 0. 6710 0 .6853 0. 6996 0 .7139 0 . 7282 0 .7425 0 . 75 68 0 .77 1 2 0 .7855 0.7998 0 .8141 0.8284 0 .8427 0 .8570 0 .8713 0 .8856 0 .8999 1.0000 Transect PropSecA-A Area : 0 .0080 0 .0160 0.0241 0.0323 0.0406 0 .0490 0 .0574 0.0659 0 .0745 0.0832 0 .0919 0.1008 0 .1097 0 .1187 0.1278 0 .1369 0.1461 0 .1554 0.1648 0 .1743 0 .1838 0 .1935 0 .2032 0.2 1 30 0.2228 0.2354 0.2532 0 .2763 0.3045 0.3345 0.3648 0 .3953 0 .4262 0.4574 0 .4890 0 .5208 0.5530 0 .5855 0.6 1 83 0.6514 0 .6848 0 . 7186 0 .7527 0.7870 0.8217 0.8568 0.8921 0 .9277 0. 9637 1 .0000 Hrad : 0 .0070 0.0138 0 .0205 0 .0270 0.0334 0.0396 0 .0458 0 .0518 0 .0577 0 .0635 0.0692 0.0748 0 .0803 0.0857 0.0910 0 .0963 0.1014 0 .1065 0 . 1115 0 .1164 0 .1213 0 .12 61 0 .1308 0 .1355 0.1401 0.1450 0.1499 0 .1571 0.1692 0.1909 0 .2173 0.2472 0.2800 0 .3150 0 .3519 0 .3902 0.4299 0 .4706 0 .5121 0.5545 0.5974 0 .6409 0.6848 0 .7291 0.7737 0 .8186 0.8637 0.9090 0.9544 1.0000 Width: 0 .2196 0.2217 0.2239 0 .2261 0.2283 0 .2304 0.2326 0.2348 0 .2370 0 .2391 0.2413 0.2435 0.2457 0 .2478 0.2500 0.2522 0.2543 0.2565 0 .2587 0 .2609 0.2630 0.2652 0 .2674 0 .2696 0 .2717 0.4167 0 .5616 0.7065 0.8174 0. 82 61 0.8348 0.8435 0 .8522 0 .8609 0. 8696 0.8783 0 .8870 0 .8957 0 .9043 0. 9130 SWMM 5 -Prop Interim 1 50 Year Page 21 0 .9217 0 .9304 0 .939 1 0 .9 4 78 0 .956 5 0 .9652 0 .9739 0 .9826 0.9913 1 .0000 Transect PropSecB-B Ar e a: 0 .0059 0 . 0 11 8 0 .0178 0.0239 0 .03 01 0 .0363 0 .0 4 26 0 .0489 0 .0 5 5 4 0 .06 1 9 0.0685 0.075 1 0 .08 1 8 0 .0886 0 .09 55 0 .1024 0 .1 094 0 .11 64 0 .1236 0 .13 08 0 .1381 0 .14 85 0 .1636 0 .1 833 0 .205 4 0.2277 0 .2503 0 .2 7 32 0. 2964 0 .3 1 98 0.3435 0. 3 67 5 0 .39 1 8 0.4164 0 .44 1 2 0 .4664 0 .4 918 0 .5 1 75 0.5434 0 .5 69 7 0 . 5962 0 .6233 0 .6540 0 .6894 0 . 7295 0 .7743 0 .8237 0 .8778 0 .9366 1 .0000 Hr ad: 0 .0676 0 .1 334 0.1 974 0 .2599 0 .32 0 8 0.3803 0 .4 384 0 .4953 0.5509 0 .6 05 3 0.6586 0 .7 1 09 0 .7 62 1 0 .8 1 24 0 .86 1 8 0.9103 0 .9580 1. 004 9 1. 0510 1 .09 64 1.1430 1.1679 1.14 96 1.1 0 38 1 .06 5 3 1. 0428 1 . 0311 1. 02 71 1. 0288 1. 03 4 7 1. 0439 1 .0556 1. 0694 1.0846 1 .1 0 1 2 1.1187 1 .1371 1.1 562 1.1758 1 .1 958 1. 2162 1.2138 1.1 743 1 .1426 1 .1147 1. 0890 1. 0648 1.041 9 1. 0203 1 .0000 Width : 0.0898 0 .0909 0 .0920 0.0930 0 .0941 0 .0951 0 .0962 0 .0973 0 .0983 0 .099 4 0 .1005 0 .1 015 0 .1 026 0 .1037 0 .10 4 7 0 .1058 0 .1 069 0 .1 079 0.1 0 90 0 .1101 0.1228 0 .1 938 0 .26 4 8 0 .3330 0 .3373 0.3415 0 .3458 0 .3501 0 .35 4 3 0 .3586 0.3628 0 . 3671 0 . 3714 0 .3756 0 .3799 0 .3841 0 .3884 0 .3927 0 .3969 0 .4 0 1 2 0 .4054 0.4 320 0 .5030 0.57 40 0 .6 450 0 .7160 0.7870 0 .8580 0 .9290 1 .00 0 0 Transect PropSecC-C Area : 0 .0063 0 .0 1 28 0 .0 1 94 0.0262 0 .0 33 1 0.0401 0.0 4 73 0 .0546 0 . 0621 0 .06 9 7 0.0775 0 .0853 0 .0934 0 .101 5 0 .1 098 0 .1183 0.1 278 0 .1 4 50 0.1630 0 .18 1 6 0.2008 0 .2205 0 .2 4 08 0 .2617 0 .2 831 0 .3052 0.3278 0 .3510 0 .37 4 7 0 .39 9 1 0 .4240 0.4 4 95 0 .4 756 0 .5022 0 .5295 0 .5573 0 .5856 0 .6 1 46 0 .6 44 1 0 .6 74 2 0.7049 0 .7362 0 .7680 0.8 0 04 0 .8333 0 .8664 0.8996 0 .9329 0 .9664 1 .00 0 0 Hr ad: 0 .0487 0 .0951 0 .1 393 0 .1817 0 .2223 0 . 2613 0.2989 0 .3352 0 .3704 0 .40 4 4 0.4374 0 .4695 0 .5007 0 . 5311 0 .56 0 8 0.5898 0 .6 1 60 0 .6069 0 .6 0 47 0 .6074 0.6134 0 .6215 0 . 6311 0 .6 4 18 0 .65 32 0.6653 0 . 6777 0 .6904 0.7033 0 . 71 64 0 .7295 0 .7427 0 .7559 0 .7691 0 .7 8 23 0 .7955 0 .8086 0 .8217 0 .83 4 7 0 .8 4 77 0.8606 0 .8734 0 .8862 0 .8989 0 .9 14 3 0.9312 0 .9 4 82 0 . 9654 0 .9827 1 .0000 Width : 0 .1902 0 .1 9 4 4 0 .1986 0.2028 0 .2070 0 . 2112 0 .2 1 53 0 .2 1 95 0 .2237 0 .2279 0 .2321 0 . 23 63 0 .2405 0 .2 44 7 0 .2 4 88 0 .2530 0 .4264 0 .5 259 0 .5430 0 .560 1 0 .5773 0 .5944 0 .6 1 15 0 .6286 0 . 6 45 7 0 .6629 0 .6800 0 .6971 0 .7 1 42 0 .731 3 0.7485 0 . 7 656 0 .7827 0 .7998 0 .8 1 6 9 0.8341 0.8 5 12 0 .8683 0 .8854 0 .9026 0 .9197 0 .9368 0 .9539 0 .9710 0 .9 7 95 0.9836 0 .9877 0 .9918 0 .9959 1 .0000 Tr a nsect P r opSecD-D Area: SWMM 5 -Prop Interim 1 50 Year Page 2 2 0 .0002 0 .0008 0 .0017 0.0030 0 .00 4 7 0 .0068 0 .0092 0 .0121 0 .0153 0 .0 1 88 0 .0227 0 .0270 0 .0315 0 .0365 0 .0 41 8 0 .0474 0 .0534 0 .0597 0 .0668 0 .07 4 7 0.0915 0 .1201 0 .1 489 0.1 780 0 . 2072 0 .2367 0 .2663 0 .2962 0 .3263 0 .3566 0 .3871 0 .4178 0 .4 488 0 .4 799 0 . 5113 0 .5429 0.5746 0 .6066 0 .6388 0 . 6711 0 .7035 0 .7360 0 . 7 68 6 0 .8013 0 .8342 0 . 8 671 0 .9002 0 .9333 0 .9666 1 .0000 Hrad : 0 .0167 0 .0334 0 .0500 0 .0667 0 .0834 0 .1001 0 .1167 0 .1334 0 .1 503 0.1681 0 .1857 0 .2032 0 .2205 0 .2377 0 .25 4 9 0 .2719 0.2890 0 .3057 0 .3201 0 .3326 0 .1078 0 .1404 0 .1728 0 .2050 0 .2369 0 .2685 0 .3000 0 .3312 0 .3622 0 .393 1 0 .4236 0 .45 4 0 0 .4 842 0 .514 3 0 .5 441 0 .5737 0 .6032 0 .6324 0 .6632 0 .6943 0 .7253 0 .7562 0 .7870 0 .8177 0 .8483 0 .8789 0 .9093 0 . 9396 0.9699 1 .0000 Width: 0 . 0113 0 .0225 0 .0338 0.0451 0.0563 0 .0676 0 .0788 0 .0901 0.1 012 0 .11 1 5 0 .1218 0.1 322 0 .1 425 0 .1 528 0 .163 1 0 .1735 0 .1838 0 .1994 0 .2247 0 .2500 0 .8523 0 .8587 0 .8650 0 . 8714 0 .8777 0 .8840 0 .8904 0 .8967 0 .9031 0 .9094 0 .9157 0.922 1 0 .9284 0 .9347 0 .94 11 0 .9474 0 .9538 0 .9601 0 . 9641 0 .967 4 0 .9706 0 .9739 0 .9771 0.9804 0 .9837 0 .9869 0 .9902 0 .9935 0 .9967 1 .0000 Transect RoadSec Area : 0 .0006 0 .002 4 0 .0053 0.0 094 0 .0 14 7 0 .0212 0 .0288 0 .0376 0 .0476 0.0588 0 .0711 0 .0846 0 .0993 0 .11 52 0 .1323 0 .1505 0 .1699 0 .1902 0.2 1 07 0.23 1 2 0 .2516 0 . 272 1 0 .2926 0 .3 1 31 0 .3 3 36 0 .3541 0 .3746 0 .395 1 0 .4156 0 .4361 0 .4566 0 . 4772 0 .4978 0.51 94 0 .5 4 20 0 .5655 0 .590 1 0 .6156 0 .6 4 22 0 .6697 0 .6982 0 . 7278 0 .7583 0.7898 0.8224 0 .8559 0 .8904 0 .9260 0 . 9625 1 .0000 Hrad : 0 .0 1 51 0 .0302 0 .0454 0 .0 605 0 .0756 0 .0907 0 .1059 0 .1 210 0 .1361 0 .15 1 2 0 .1664 0 .1 815 0 .1 966 0.2117 0 .2269 0 .2420 0.2571 0. 2811 0. 3110 0.3 4 08 0 .3705 0 .4002 0 .4299 0.4 594 0 .4889 0 .5184 0.5478 0.5771 0.6064 0 .6356 0 .6648 0 .6939 0 . 7230 0 .7507 0 .7765 0 .8004 0 .8226 0 .8432 0. 8623 0 .8800 0 .8964 0 .91 1 6 0 .9256 0 .9387 0 .9508 0.9621 0. 9726 0 .9824 0 .9915 1 .0000 Width : 0 .0309 0 .0618 0 .0928 0 .1 237 0 .15 4 6 0.1855 0.2165 0 .2474 0.2783 0 .3092 0 .3402 0 . 3711 0 .4020 0 .4329 0 .4638 0 .4948 0 .5257 0 .5382 0 .5383 0 .5385 0.5386 0 .5387 0.5388 0 .5 390 0 .5391 0 .5392 0 .5393 0 .5394 0 .5396 0 .5397 0 .5398 0 .5399 0 .55 4 0 0 .5 802 0 .6064 0 .6327 0.6589 0 .6852 0 . 7114 0 .7376 0.7639 0 .7901 0 .8163 0 .8426 0 .8688 0 .8951 0.9213 0 .9475 0.9738 1 .0000 Transect RR -OVER Area: 0 .0017 0 .0042 0 .0074 0 . 0114 0 .0 1 61 0 .0216 0.0278 0 .0348 0 .0 4 25 0 .0509 0 .0601 0.0700 0 .0807 0.0921 0 .1043 0 .1172 0 .1309 0 .1 453 0 .1605 0 . 17 64 0.1930 0.2104 0.2285 0.2474 0 .2670 SWMM 5 -Prop Interim 1 5 0 Year Page 23 Hrad: Width: 0.2874 0.4005 0.5321 0 .6825 0.8514 0 .0318 0.1430 0 .2428 0.3408 0.4382 0 .5353 0 .6322 0 .7291 0 .8259 0 .9226 0 .0546 0 .1510 0 .2475 0 .3440 0 .4405 0 .5369 0.6334 0 . 7299 0 .8264 0.9228 ********************* Control Actions Taken ********************* 0 .3085 0.4253 0 .5607 0 .7148 0 .8874 0 . 0571 0.1632 0.2625 0 .3603 0 .4576 0 .5547 0 .6516 0 .7484 0.8452 0 .9420 0 .0739 0 .1703 0 .2668 0 .3633 0.4598 0 .5562 0 .6527 0 .7492 0 .8456 0 .9421 ************************** Runoff Quantity Continuity ************************** Total Precipitation ..... . Evaporation Loss ........ . Infiltration Loss ....... . Surface Runoff .......... . Final Surface Storage ... . Continuity Error (%) .... . ************************** Flow Routing Continui ty ************************** Dry Weather Inflow Wet Weather Inflow ...... . Groundwater Inflow ...... . RDII Inflow ............. . External Inflow ......... . External Outflow ........ . Internal Outflow ........ . Storage Losses .......... . Initial Stored Volume ... . Final Stored Volume ..... . Continuity Error (%) .... . ************************* Highest Continuity Errors ************************* Node MH-1-3A (2 .60 %) *************************** Time-Step Critical Elements *************************** Link RR -Cl (20 .77 %) Link Pl .2-c (3.59 %) 0 .3304 0 .4509 0 .5900 0.7478 0 .9242 0 .0799 0 .1833 0.2821 0 .3798 0.4770 0 .5741 0 .6710 0 . 7 678 0 .8646 0.9613 0.0932 0 .1896 0.2861 0 .3826 0 .4791 0 .5755 0.6720 0 . 7 685 0 .8649 0.9614 Volume acre -feet 529 . 894 0.000 95.609 430.472 3. 872 -0 . 011 Volume acre -feet 0.000 430 .472 0.000 0.000 0.000 429 .929 0 .000 0 .000 47 .990 49 .085 -0 .115 ******************************** SWMM 5 -Prop Interim 1 50 Year 0.3530 0.4772 0.6201 0.7816 0 .9617 0.1015 0 .2032 0 .3017 0.3993 0. 4965 0.5935 0 .6903 0 .7872 0 .8839 0 .9807 0 .1125 0 .2089 0.3054 0 .4019 0 .4983 0 .5948 0 .6913 0 .7878 0 .8842 0 .9807 Depth inches 9 .800 0 .000 1 . 768 7 . 961 0 .072 0 .000 140 .276 0 .000 0.000 0 .000 140 .099 0 .000 0 .000 15 .638 15 .995 0. 37 64 0.5043 0.6509 0.8161 1.0000 0 .1225 0 .2230 0.3213 0 .4187 0.5159 0 .6128 0 .7097 0.8065 0.9033 1.0000 0.1318 0.2282 0.3247 0.4212 0.5176 0.6141 0 .7106 0. 8071 0 .9035 1. 0000 Page 24 Highest Flow Instability Indexes ******************************** Link P-l .3A (12 ) Link WP3A ( 11 ) Link P -l.3C (10 ) Link Pl.2-a (10 ) Link Regl ( 8 ) ************************* Routing Time Step Summa r y ************************* Minimum Time Step Average Time Step Maximum Time Step Percent in Steady State Average Iterations per Step *************************** Subcatchme nt Runoff Summar y *************************** 0 .50 sec 0 .9 2 sec 1. 00 sec 0 .00 2 .41 -------------------------------------------------------------------------------------------------------- Total Total Total Total Total Total Peak Runoff Precip Run on Evap Inf il Runoff Runo ff Runoff Coe ff Subcatchment in in in in in 10 A6 gal CFS -------------------------------------------------------------------------------------------------------- Al A2 A3 A4 Bl Cl C2 C3 Dl El E2 E3 E4 Fl F2 F3 F4 FS F 6 Gl Pl P2 P3 P4 PS P6 P7 PB pg PlO Pll Pl2 Pl3 Pl4 Pl5 ****************** Node Depth Summary ****************** Node 5400 Type 9 .80 9.80 9.80 9 .80 9 .80 9.80 9.80 9.80 9 .80 9.80 9.80 9.80 9.80 9 .80 9 .80 9 .80 9 .80 9.80 9.80 9.80 9.80 9.80 9.80 9.80 9.80 9.80 9.80 9 .80 9 .80 9 .80 9 .80 9.80 9.80 9.80 9 .80 Aver age De pth Feet JUNCTION 1. 90 SWMM 5 -Prop In terim 1 50 Yea r 0 .00 0.00 0 .00 0.00 0.00 0 .00 0 .00 0.00 0.00 0 .00 0 .00 0.00 0 .00 0 .00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Maximum Depth Feet 7 .11 0.00 0 .55 0.00 2 .71 0.00 2.01 0.00 2 .33 0.00 1. 49 0.00 1.17 0 .00 2 .20 0 .00 2 .21 0.00 0 .50 0.00 2 .28 0.00 2.26 0.00 2 .28 0.00 2.10 0 .00 2.15 0 .00 0.90 0.00 2.03 0 .00 2.28 0.00 2 .08 0.00 1. 73 0.00 1. 89 0.00 0 .73 0.00 0.84 0.00 1. 28 0.00 0.93 0.00 0 .66 0.00 0 .62 0.00 1. 06 0.00 1. 39 0 .00 0.18 0 .00 0 .04 0.00 0.55 0 .00 0 .20 0.00 0 .97 0.00 0 .90 0 .00 0.04 Maximum Time of Ma x HGL Occurrence Fe et days hr:min 288 .06 0 13: 0 2 9 .21 7 .04 7 .74 7 .42 8.27 8.59 7.55 7 .54 9 . 26 7 .47 7 . 49 7 .4 7 7 .6 5 7 .5 1 8.85 7. 64 7 .47 7 .60 8 .0 3 7.86 9.03 8.92 8 .47 8 .8 3 9 .09 9.14 8 .69 8.36 9.58 9 . 71 9 .21 9.56 8 .78 8 .8 6 9. 72 3.38 78 .16 0 .940 2 .15 38.06 o. 719 2 .85 65 .14 0 .7 90 3 .09 70 .69 0 .757 4 . 36 105 .0 1 0 .843 3 .20 76 .99 0 .876 0 . 45 11. 64 0 .770 1. 38 34 .98 0 .769 0 .93 21. 52 0 .945 0 .5 3 12.12 0 .763 2 . 76 61. 87 0 . 765 0 .79 17 .74 0 .762 5 .59 116.83 0 .780 6 .32 133.20 0 .766 1. 08 25 .78 0 .904 7 .15 167 .50 0 .779 21. 16 450.03 0 .762 24 .15 593.28 0 .775 16 .51 393.06 0.819 1. 53 38 .90 0 .802 0 .38 8 .82 0 .921 2 .21 52 .17 0.910 0 .84 20. 26 0.865 1. 02 24.34 0.901 2.88 67. 26 0.928 3 .91 91. 31 0 .933 4 .00 94 .9 2 0.887 5 .9 1 143 .84 0 .853 2. 46 55 .89 0.978 0 .68 15 .37 0 .991 0.33 7 .7 3 0 .939 0.8 4 19.22 0. 976 3 .22 76 .34 0 .896 1. 50 35 .73 0 .904 0 .75 16.86 0.991 Page 2 5 5431 JUNCTION 1. 93 7 .20 288 .15 0 13:02 DS -2514 JUNCTION 1. 95 7 .24 288 .19 0 13:02 US -2514 JUNCTION 1. 37 8 .91 290 .73 0 13:01 5646 JU NCTION 1. 66 8 .92 290 .74 0 13:01 5667 JUNCTION 1. 51 8. 64 290 .74 0 13:01 OS-RR JUNCTION 1.29 8.45 290 .80 0 13:01 US -RR JUNCTION 1.25 8.69 291 .15 0 13 :00 5714 JUNCTION 1.20 8.59 29 1.18 0 13:00 5750 JUNCTION 1.1 0 8.00 291.19 0 13 :00 OS -OW JUNCTION 1.18 7.93 291.19 0 13 :00 us -ow JU NCTION 1.11 7.44 29 1.28 0 13:00 5800 JUNCTION 1. 32 7.39 291. 30 0 13 :00 6000 JUNCTION 2 .31 7.42 291. 37 0 13 :01 6200 JUNCTION 1. 82 6.89 291. 38 0 13 :01 6400 JUNCTION 1. 55 6.38 291.41 0 13 :01 6600 JUNCTION 1. 38 5.92 29 1. 48 0 13 :01 6800w JUNCTION 0.28 2.48 291. 48 0 13:01 6800m J UN CTION 1.1 9 5.39 291.49 0 13 : 01 6800e JUNCTION 0 .4 8 3.48 291 .48 0 13 :00 6896w JUNCTION 0 .31 1. 73 291. 53 0 13:00 6896m JUNCTION 1.1 0 5.12 291.52 0 13 :00 6896e JUNCTION 0.4 9 3.38 291.48 0 13:01 DS -CAINw JUNCTION 0 . 26 1. 69 291.54 0 12 :59 DS-CAINm JUNCTION 1. 29 4.88 291. 54 0 13:00 OS -Caine JU NCTION 0 .57 3 .41 291. 54 0 12:59 US -CAINw JUNCTION 1. 27 3 .69 293 .59 0 12:31 US -CAINm JUNCTION 1.16 6.08 293 .59 0 12 :31 US-Caine JUNCTION 0 .87 5 .27 293.59 0 12:31 6983w JUNCTION 1. 24 3. 71 293 .66 0 12:32 6983m JUNCTION 1. 02 5 .71 293.59 0 12:31 6983e JUNCTION 0 .84 5.09 293 .59 0 12:31 7229w JUNCTION 0 .68 2 .40 294 .30 0 12:39 7229m JUNCTION 0 .48 3.80 293 .59 0 12:31 7229e JUNCTION 0 .64 3 .79 293 .59 0 12:33 OF-Site JUNCTION 1.11 3 .39 296 .09 0 12:42 7431m JUNCTION 0 .02 0.78 294 .08 0 12:43 7431e JUNCTION 0 .42 2 .50 293 .60 0 12:33 OS-Deacon JUNCTION 0 .95 5.44 300 .38 0 14 :48 USDeacon J UN CTI ON 0 .63 5.21 300 .66 0 12 :35 OS -Travis JUNCTION 0 .58 4 .97 300 .76 0 12 :35 US -Travis JUNCTION 0 .58 5 .60 301 .54 0 12:34 J3 JUNCTION 0 .59 5 .16 301 .85 0 12 :34 J2 JUNCTION 0 .34 3. 96 302 .03 0 12:33 DSCapps JUNCTION 0 .29 2.87 304 .24 0 12 :30 USCapps JUNCTION 0 .34 3 .40 304 .98 0 12 :30 Jl JUNCTION 1. 02 4 .97 307 .09 0 12:29 J -B2 JUNCTION 0 .4 8 4.23 305 .73 0 12:31 J -B P JUNCTION 0 .60 5 .07 310 .67 0 12:39 OF -POND! JUNCTION 0 .89 4.01 298 .99 0 12:42 Pl-BarPnd-0 1 JUN CTION 0 .1 6 5 . 89 311 . 89 0 12:40 MH -1-2A JUNCTION 0 .78 4.40 299 .59 0 13 : 1 0 MH -1-2B JUNCTION 0 .94 4.67 299.67 0 12:45 MH -1-3A JUN CTI ON 7 .12 14.75 303.75 0 12 :38 MH -1-3B JUNCTION 7 .09 13.79 302.79 0 13 : 00 MH -l-3C JUNCTION 7 .00 11. 70 300.70 0 12 :40 p3.4 -1 JUNCTION 0 .01 0.45 301. 45 0 12:37 P3 .4-2 JUNCTION 0.02 1. 06 298 .26 0 12 :37 P3 .4 -3 JUNCTION 0 .01 0.67 296 .99 0 12 :37 PLUG JUNCTION 0.00 0.00 600 .00 0 00 :00 OF -5300 OUTFALL 1. 91 7 .12 287 .75 0 13 :02 Ex-BarPnd STORAGE 0 .81 6 .38 311. 98 0 12 :40 Ex -WGPnd STORAGE 0.27 3.24 307 .61 0 12:30 POND! STORAGE 8 .97 12 . 68 299 .68 0 12:42 POND2 STORAGE 7.24 10 .56 299 .56 0 13: 11 POND3 STORAGE 10 .62 15 .77 302 .77 0 12 :37 POND4 STORAGE 6.69 8 .71 296.71 0 12 :41 ******************* Node Inf low Summary ******************* ------------------------------------------------------------------------------------- Max imum Maximum Lateral Total Lateral Total Time of Ma x Inflow Inflow SWMM 5 -Prop Interim 1 50 Year Page 2 6 Inflow Inflow Occurrence Volume Volume Node Type CFS CFS days hr :min 10 A6 gal 10 A6 gal ------------------------------------------------------------------------------------- 5400 JU NCTION 0.00 1449 .81 0 13 :01 0.000 140 .089 5431 JUNCTION 0.00 1449.83 0 13 :01 0.000 140 .089 DS -2514 JUNCTION 0.00 1449 .87 0 13 :01 0 .000 140.095 US -2514 JUNCTION 0.00 1451.29 0 12 :54 0 .000 140.095 564 6 JUNCTION 0.00 1468.31 0 12 :54 0.000 140.095 5667 JUNCTION 0.00 1475 .47 0 12 :54 0 .000 140.096 DS-RR JUNCTION 0.00 1475 .97 0 12 :54 0 .000 140.096 US -RR JU NCTION 0.00 1476 .29 0 12 :5 4 0.000 140.096 5714 JUNCTION 0.00 1490 .53 0 12 :53 0.000 140.097 5750 JUNCTION 0.00 1517.96 0 12 :51 0 .000 140.097 DS -OW JUNCTION 0.00 1533.14 0 12 :50 0.000 140.094 us -ow JUNCTION 0.00 1538.10 0 12 :50 0 .000 140.097 5800 JUNCTION 393.05 1549 .80 0 12 :49 16 .506 140.073 6000 JUNCTION 0.00 1425.34 0 12 :45 0 .000 124.120 6200 JUNCTION 0 .00 812 .74 0 12 :55 0 .000 78 .499 6400 JUNCTION 0.00 818 .95 0 12 :53 0 .000 78.505 6600 JUNCTION 0.00 842 .42 0 12 :47 0.000 78.674 6800w JUNCTION 0.00 177 .39 0 12 :54 0.000 4 .236 6800m JUNCTION 0.00 772 .16 0 12 :3 1 0 .000 65.645 6800e JUNCTION 0.00 150 .30 0 12 :24 0.000 12.040 6896w JUNCTION 0.00 19.46 0 12 :31 0 .000 0.821 6896m J UN CTION 0.00 783 .78 0 12 :3 1 0 .000 65.639 6896e JUNCTION 0 .00 152 .34 0 12 :24 0 .000 12.040 DS-CAINw JUNCTION 167.49 205.82 0 12 :30 7 .152 15.639 DS -CAINm JUNCTION 0.00 879.47 0 12 :30 0 .000 68.709 DS-Caine JUNCTION 0.00 155 .97 0 12 :24 0 .000 12.427 US -CAINw JUNCTION 0 .00 524.27 0 12 :37 0 .000 59.286 US -CAINm JUNCTION 0.00 726 . 02 0 12 :31 0 .000 56.525 US-Caine JU NCTION 0 .00 152 .92 0 12 :27 0 .000 10.569 6983w JUNCTION 0.00 522 .18 0 12 :39 0.000 59.303 6983m JUNCTION 0.00 201.79 0 12 :40 0 .000 6.085 6983e JUNCTION 0.00 183 .18 0 12 :28 0 .000 8.837 7229w JU NCTION 133.20 699 .47 0 12 :38 6.325 63.523 7229m JUNCTION 0.00 196 .60 0 12 :41 0 .000 4 .820 7229e JUNCTION 25.78 186 .39 0 12 :28 1 .084 7.643 OF -Site JUNCTION 76. 48 627.18 0 12 :4 1 3 .272 57 .384 7431m JUNCTION 0 .00 20 .71 0 12 :42 0 .000 0.200 7431e JUNCTION 162 .51 162. 51 0 12 :30 6 .553 6.553 DS -Deacon JU NCTION 0.00 301.48 0 12 :33 0.000 45.033 US Deacon J UN CTION 24.34 301 .97 0 12 :33 1. 024 20.279 DS -Travis JUNCTION 0.00 291. 28 0 12 :33 0.000 19.234 US -Travis JUNCTION 0.00 295.49 0 12 :3 1 0.000 19.241 J3 JUNCTION 2 0.26 323 .02 0 12 :30 0.835 19.239 J2 J UNCTION 52 .17 338 .86 0 12 :30 2.206 18 .408 DSCapps JUNCTION 0.00 291 .89 0 12 :30 0 .000 16.193 USCapps JUNCTION 8.82 294.13 0 12 :30 0 .375 16.193 Jl J UNCTION 116.22 285.31 0 12 :30 5 .524 15.822 J -B2 JUNCTION 1043.29 1043.29 0 12 :30 45 .302 45.302 J-BP JUNCTION 0 .00 19.30 0 12 :47 0 .000 4. 088 OF -PONDl JUNCTION 0.00 482.00 0 12 :42 0 .000 49.558 Pl -BarPnd-01 JUNCTION 0.00 61.18 0 12 :46 0 .000 1. 852 MH -1 -2A JUNCTION 7 .73 65.82 0 12 :30 0 .332 5.278 MH -1-2B JUNCTION 0.00 73.17 0 17 :48 0 .000 8.469 MH -1-3A JUNCTION 0.00 783 .03 0 12 :36 0 .000 20.183 MH-1-3B JUNCTION 0 .00 174.45 0 12 :33 0 .000 18.441 MH -1-3C JUNCTION 0.00 172. 34 0 12:36 0.000 18.486 p3 .4-1 JUNCTION 0.00 92.45 0 12:37 0 .000 1.347 P3.4 -2 J UNCTION 0.00 92 .39 0 12 :37 0 .000 1. 347 P3.4-3 JUNCTION 0.00 92.35 0 12 :37 0 .000 1. 347 PLUG JUNCTION 0.00 0.00 0 00 :00 0 .000 0.000 OF -5300 OUTFALL 0 .00 1449.80 0 13 :02 0 .000 140.088 Ex -BarPnd STORAGE 135 .82 135. 82 0 12 :30 5 .937 5.937 Ex-WGPnd STORAGE 105.01 105 .01 0 12:30 4 .359 4.359 PONDl STORAGE 226.58 691 .44 0 12:29 9 .775 87.849 POND2 STORAGE 15.37 81.18 0 12 :30 0 .680 6.293 POND3 STORAGE 452.06 909.14 0 12 :29 19 .80 1 24.184 POND4 STORAGE 76.34 135 .11 0 12:30 3 .222 5.600 ********************** Node Surcharge Summary ********************** S WMM 5 -Prop Interim 1 50 Yea r Page 27 Surcharging occurs when water rises above the top of the highest condui t. Node Type DS -Deacon JU NCTION Jl JUNCTION J -BP J UN CTION MH -l-2A JUNCTION MH -l-2B JUNCTION MH-l-3B J UN CTION MH -l-3C JUNCTION PLUG JUNCTION POND2 STO RA GE ********************* Node Flooding Summary ********************* No n o des were flooded . ********************** Storage Vol um e Summa r y ********************** Storage Uni t Ex-BarPnd Ex-WGPnd PONDl POND2 POND3 POND4 Average Volume 1000 ft3 9.802 2.143 1233.802 490.516 451. 888 143.668 *********************** Outfall Loading Summary *********************** Outfall Node OF-5300 System ******************** Link Flow Summary ******************** Flow Freq . Pent . 98.49 98.49 Hours Surcharged Max . Height Above Crown Feet 1. 30 0.86 4 .88 2.50 3.02 68.00 68.00 68 .00 1. 66 Avg E&I Pent Pent Ful l Loss 4 3 59 56 44 55 Avg. Fl ow CFS 118. 43 118. 43 0 0 0 0 0 0 Max . Flow CFS 1449 .80 1449 .80 1 .133 0.974 3.068 1. 301 1 .669 9 .793 7 .701 0 .000 0.798 Maximum Volume 1 000 ft3 140 .026 54 .021 1935 .019 790 .202 901 .195 210 . 722 Total Volume 10 "6 gal 140 .088 140 .088 Min. Depth Below Rim Feet 1.577 1. 026 4.432 0.409 1. 331 1.207 4.299 0.000 0 .842 Max Pent Full 51 82 92 90 87 80 Time of Max Occurrence day s hr:min 0 12 : 40 0 12 :30 0 12 :42 0 13 :11 0 12 :37 0 12 :41 ----------------------------------------------------------------------------- Max i mum Time of Max Maximum Max/ Max/ I Flow I Occurrence IVelocl Full Full Link Typ e CFS days hr :min ft/sec Flow Depth ----------------------------------------------------------------------------- 1 CHANNEL 1449.80 0 13 :02 6 .97 0. 26 0 . 71 2 CH ANNEL 1449.8 1 0 13 :0 1 4 .92 2.03 0. 71 3a CHANNEL 1449 .83 0 13 :01 4.13 0.99 0.71 2514-C CONDUIT 1449.87 0 13 :01 10.07 0.87 1. 00 2514-over CHANNEL 0.00 0 00 :00 0.00 0.00 0.00 3b CHANNEL 1451.29 0 12 :54 6.7 1 1. 37 0.88 4 CHANNEL 1468 .31 0 12 :54 6 .32 0.04 0.89 SA CHANNEL 1475.47 0 12 :54 5.09 0 .07 0.64 RR-Cl CONDUIT 1475.97 0 12 :54 6.01 0.88 1. 00 RR-OVER CHANNEL 0.00 0 00 :00 0.00 0 .00 0.00 SWMM 5 -Prop Interim 1 50 Year Maximum Outflow CFS 80 .47 104 .86 534 .78 26 .73 875.01 119 .76 Page 28 SB CHANNEL 1476 .29 0 12:54 5 .00 0.06 0 .64 6 CHANNEL 1490 .53 0 12 :53 5 .75 0.01 0 .65 7A CHANNEL 1517 . 96 0 12 :5 1 4 .18 0.04 0 .66 ow-c CONDUIT 645 .25 0 12 :28 23.90 2.10 1. 00 OW -OVER CHANNEL 1388 .05 0 12 :54 3 .78 1. 51 0 .42 7B CHANNEL 1538 .10 0 12:50 4 .28 0 .06 0 .61 8 CHANNEL 1378 .84 0 12 :50 6 .32 0.17 0 .61 9 CHANNEL 805 . 71 0 1 2 :54 0 . 78 0.02 0 .62 10 CHANNEL 812 .74 0 12:55 1. 01 0.03 0 .60 11 CHANNEL 818 .95 0 12:53 1. 35 0.03 0 .59 12w CHANNEL 176 .09 0 12 :56 0 .41 0 .01 0 .60 12m CHANNEL 736 .70 0 12 :31 2.47 0.18 0 .82 12e CHANNEL 140.61 0 12:54 1.29 0 .01 0 .48 13w CHANNEL 18 .04 0 12:47 0 .97 0 .01 0 .34 13m CHANNEL 772 .1 6 0 12 :31 3 .38 0 .07 0 .62 13e CHANNEL 150 .30 0 12 :24 3 .28 0 .01 0 .35 14Aw CHANNEL 19 .46 0 12 :31 1. 50 0 .00 0 .28 14Am CH ANNE L 783 .78 0 12:31 8.49 0 .13 0 .78 14Ae CHANNEL 152 .34 0 12 :24 6 .29 0 .02 0 .36 Cain-Cw CONDUIT 39 .56 0 12 :27 7 .70 3.17 0 .78 CAIN-Cm CONDUIT 114 . 09 0 15 :50 8 .07 1.11 1. 00 Cain -Ce CO NDUI T 56 .30 0 12:25 8 .49 1. 97 1. 00 CAIN-OVER CHANNEL 616 .51 0 12:31 3 .33 0 .08 0 .18 14Bw CHANNEL 524 .27 0 12:37 5 .24 0 .14 0 .61 14Bm CHANNEL 197 .35 0 12 :07 0 .61 0 .03 0 .92 14Be CHANNEL 152 .92 0 12 :27 1. 45 0 .01 0 .56 15w CHANNEL 522 .18 0 12 :39 3 .10 0 .07 0.68 15m CHANN EL 201.79 0 12 :40 0 .55 0 .02 0.73 15e CHANNEL 183 .18 0 12 :28 2 .47 0 .02 0.58 16w CHANNEL 606 .21 0 12 :42 5 .38 0.14 0.54 16m CHANNEL 20 .64 0 12:43 0 . 40 0 .00 0 .51 1 6e CHANNEL 160 .65 0 12:28 1. 67 0 .01 0 . 46 17w CHANNEL 481.89 0 12 :43 5.07 0 .05 0 .43 POND1 -conx2 CONDUIT 119 .75 0 12:33 9 .53 0. 29 1. 00 PONDl -conx CONDUIT 181 .73 0 12:33 9 .44 0 . 29 1. 00 Deacon-C CO ND UI T 301 .48 0 12:33 8.00 1. 29 1. 00 C-C2 CHANNEL 290 .96 0 12:34 3 .80 0 .39 0 .85 Travis -C CONDUIT 291. 28 0 12 :33 10 .09 1. 76 1. 00 C-Cl CHANNEL 295 .49 0 12:31 3 .39 0 .50 0.90 B-B2 CHANNEL 303 .99 0 12 :30 3 .3 7 0 .35 0 .91 B-Bl CHANNEL 288 .55 0 12 :30 4 .57 0 .33 0. 71 Capps-C CONDUIT 29 1. 89 0 12 :30 10 . 71 1. 34 0 .90 SecA-A CHA NNE L 285 .34 0 1 2:30 2 . 72 1. 38 0 .92 P2 CONDUIT 61. 29 0 12 :46 8.67 1.12 1. 00 Pl CONDUIT 19 .26 0 12:47 6 .13 1.10 1. 00 R-A4 CONDUI T 922 .00 0 12 :31 2 .36 0 .30 0 .80 EQ -6800w CONDUI T 159 .74 0 12 :55 1. 61 0 .01 0 .13 EQ -6800e CONDUIT 0 .00 0 00 :00 0 .00 0 .00 0 .00 EQ -6896w CONDUIT 0 .00 0 00:00 0.00 0.00 0 .00 EQ -6896e CONDUIT 0 .00 0 00:00 0 .00 0.00 0 .00 EQ -DS -Cainw CONDUIT 185 .36 0 12:30 2.35 0 .02 0 .52 EQ -DS-Caine CONDUIT 100 .81 0 12:42 1.17 0 .01 0 .52 EQ -US -CainW CONDU IT 487 .45 0 12:40 3 . 36 0.07 0 .54 EQ -US-Caine CO NDUIT 101. 43 0 12:06 1. 90 0.01 0 .54 EQ -6983w CONDUIT 0 .00 0 00:00 0 .00 0.00 0 .00 EQ -6983e CONDUIT 49 .31 0 12:27 0.61 0.01 0 .37 EQ -7229w CONDUIT 177.25 0 12 :39 3 .00 0.02 0.10 EQ -7229e CO NDUIT 0 .00 0 00 :00 0 .00 0 .00 0 .00 EQ -743lw CONDUIT 20 . 71 0 12 :42 1. 34 0.00 0 .03 EQ -743le CO NDUIT 0 .00 0 00 :00 0.00 0.00 0 .00 Pl .2 -a CO NDUIT 242 .17 0 00 :00 20 .89 0.43 1. 00 Pl .2-b CONDUIT 59 .37 0 12:32 4.20 2.00 1. 00 Pl .2 -c CONDUIT 65 .81 0 12:30 4. 76 0.18 1. 00 P -l .3A CONDU I T 174 .45 0 12:33 6 .94 10.69 1. 00 P-l .3B CONDUIT 172. 34 0 12:36 6 . 86 18 .97 1. 00 P-l .3C CONDUIT 172 . 83 0 12:36 6 .88 18 .05 1. 00 P3.4-a CONDUIT 92 .35 0 12:37 3.05 0.14 0 .59 P3 . 4-b CONDUIT 92.35 0 12 :37 8.88 0 .55 0 .43 P3 .4 -c CONDUIT 92 .39 0 12:37 4.25 0.05 0 .30 Regl ORIFICE 19 .30 0 12:47 1. 00 WG -Weir WE IR 104 .86 0 12:31 0 .90 Pl -Brk-Weir WE IR 6 1.18 0 12 :46 0 .40 Capps -OV WEIR 0 .00 0 00:00 0 .00 WPl .STAG El WE IR 152 .27 0 12:21 1. 00 WP1.STAGE2 WEIR 226 . 62 0 12:23 1. 00 SWMM 5 -Pro p In terim 1 50 Year Pa ge 29 WP3A WEIR 783.03 0 12:36 0 .92 WP4a WE IR 44.S4 0 12:40 1. 00 WP4b WEIR 7S.22 0 12 :4 0 O.S2 WP1-STAGE3 WEIR 111 . 73 0 12 :4 2 0 .4S W3bl WEIR 92.4S 0 12 :37 0.43 WPl-EMERG WEIR 0.00 0 00 :00 0 .00 *************************** Fl ow Class ification Summar y *************************** ----------------------------------------------------------------------------------------- Adju sted Fraction of Time in Flow Class Avg . Avg . /Actual Up Down Sub Sup Up Down Froude Flow Conduit Length Dry Dry Dry Crit Crit Crit Cr it Numbe r Change ----------------------------------------------------------------------------------------- 1 1. 00 0 .01 0 .00 0.00 0.94 o.os 0 .00 0.00 0 .61 0 .0 000 2 1. 00 0 .01 0 .00 0.00 0.99 0.00 0 .00 0 .00 0 .36 0 .0000 3a 1. 00 0 .01 0 .00 0.00 0.99 0.00 0 .00 0.00 0 .29 0 .0000 2Sl4-C 1. 00 0 .0 1 0 .00 0.00 0.99 0.00 0 .00 0 .00 0.09 0 .0000 2Sl4-over 1. 00 1. 00 0 .00 0 .00 0 .00 0.00 0.00 0 .00 0.00 0 .0000 3b 1. 00 0 .0 1 0 .00 0.00 0 .33 0 .66 0 .00 0 .00 l.S3 0 .0000 4 1. 00 0 .01 0 .00 0 .00 0.93 0 .06 0 .00 0 .00 0.76 0 .0000 SA 1. 00 0 .01 0 .0 0 0 .00 0.99 0 .00 0.00 0 .00 0.11 0 .0000 RR-Cl 1. 00 0 .01 0 .00 0 .00 0 .99 0.00 0.00 0 .00 0.2S 0 .0000 RR-OVER 1. 00 1. 00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0.00 0 .0000 SB 1. 00 0 .01 0 .00 0.00 0 .99 0 .00 0 .00 0 .00 0.27 0 .0000 6 1. 00 0 .01 0 .00 0 .00 0 .99 0 .00 0 .00 0 .00 O.S4 0 .0000 7A 1. 00 0 .01 0 .00 0 .00 0.99 0 .00 0.00 0 .00 0 .36 0 .0000 ow -c 1. 00 0 .01 0 .00 0 .00 0.98 0.01 0.00 0.00 O.S7 0.0001 OW -OVER 1. 00 0 .94 0 .00 0 .00 0.01 0 .00 0 .00 o.os 0.04 0 .0000 7B 1. 00 0 .01 0 .00 0.00 0.99 0.00 0 .00 0.00 0 .37 0.0000 8 1. 00 0 .01 0 .00 0.00 0 .99 0.00 0 .00 0 .00 0.36 0.0000 9 1. 00 0 .0 1 0 .01 0.00 0 .98 0.00 0 .00 0.00 0 .04 0.0000 10 1. 00 0 .01 0 .00 0.00 0.98 0.00 0 .00 0.00 0.14 0 .0000 11 1. 00 0.0 1 0 .00 0.00 0.98 0.00 0.00 0 .00 0 .20 0 .0000 12w 1. 00 0 .01 0 .00 0 .00 0.99 0 .00 0.00 0 .00 0 .09 0 .0000 1 2m 1. 00 0 .01 0 .00 0.00 0 .98 0.00 0.00 0 .00 0 .23 0.0000 12e 1. 00 0.01 0 .00 0 .00 0 .99 0 .00 0.00 0 .00 0.04 0 .0000 13w 1. 00 0.01 0.00 0 .00 0.99 0.00 0 .00 0 .00 0 .2S 0 .0000 13m 1. 00 0 .01 0.00 0 .00 0.98 0 .00 0 .00 0 .00 0 .30 0 .0000 13e 1. 00 0 .0 1 0 .0 0 0 .00 0.99 0 .00 0.00 0 .00 o.so 0 .0000 14Aw 1. 00 0 .01 0.00 0.00 0.99 0.00 0.00 0 .00 o.os 0 .0000 14Am 1. 00 0 .0 1 0.00 0 .00 o.so 0 .48 0.00 0 .00 0 .96 0 .0001 1 4Ae 1. 00 0 .0 1 0 .00 0.00 0 .99 0 .00 0.00 0 .00 O.S2 0 .0000 Cain-Cw 1. 00 0 .01 0 .00 0.00 0. 86 0 .14 0 .00 0 .00 0.61 0 .0000 CAIN-Cm 1. 00 0 .0 1 0 .26 0.00 0. 72 0.00 0.00 0 .00 0.11 0 .0001 Cain-Ce 1. 00 0 .0 1 0 .07 0.00 0.92 0.00 0.00 0 .00 0.23 0 .0000 CAIN-OVER 1. 00 0 .89 0 .00 0.00 0.00 0.00 0.00 0 .11 0.08 0 .0000 1 4Bw 1. 00 0 .0 1 0 .00 0.00 0.99 0.00 0.00 0 .00 0 .17 0 .0000 14Bm 1. 00 o.os 0 .03 0.00 0.6S 0.27 0.00 0 .00 1.17 0 .0000 1 4Be 1. 00 0 .0 1 0.00 0.00 O.S4 0.4S 0.00 0 .00 1. 71 0 .0000 l Sw 1. 00 0 .0 1 0 .00 0.00 0.99 0.00 0.00 0 .00 0 .32 0 .0000 lSm 1. 00 0 .08 0.06 0 .00 0. 86 0 .00 0.00 0 .00 0.10 0 .0000 l Se 1. 00 0 .01 0.00 0.00 0.99 0.00 0.00 0 .00 0. 4S 0 .0000 16w 1. 00 0 .0 0 0 .00 0.00 0.93 0.07 0.00 0 .00 O.Sl 0.0000 16m 1. 00 0 .1 4 0 .04 0 .00 0.82 0.00 0 .00 0 .00 0 .10 0 .0 000 16e 1. 00 0 .0 1 0 .00 0.00 0.99 0.00 0.00 0.00 0.32 0.0000 17w 1. 00 0 .00 0 .00 0 .00 0.99 0.01 0 .00 0.00 0.31 0.0000 POND1-conx2 1. 00 0 .00 0 .00 0.00 1. 00 0.00 0 .00 0 .00 0.24 0.0003 PONDl-conx 1. 00 0 .00 0 .00 0 .00 1. 00 0.00 0 .00 0 .00 O.lS 0.0006 Deacon-C 1. 00 0 .0 1 0 .00 0.00 O.S7 0.00 0 .00 0 .42 0.3S O.OOlS C-C2 1. 00 0 .0 1 0 .00 0 .00 0 .99 0 .00 0.00 0 .00 0.22 0 .0000 Travis-C 1. 00 0 .01 0 .00 0 .00 0.99 0.00 0.00 0 .00 0 .46 0 .0001 C-Cl 1. 00 0 .01 0 .00 0 .00 0.99 0.00 0.00 0 .00 0 .20 0 .0000 B-B2 1. 00 0 .01 0 .00 0 .00 0 .99 0.00 0 .00 0 .00 0 .18 0 .000 0 B-Bl 1. 00 0 .0 1 0 .00 0.00 0.99 0.00 0 .00 0 .00 0.30 0 .0000 Capps-C 1. 00 0 .0 1 0 .00 0.00 O.Sl 0.48 0.00 0 .00 0.76 0.0000 SecA-A 1. 00 0 .0 1 0 .00 0 .00 0.99 0 .00 0.00 0 .00 0.07 0 .0000 P2 1. 00 0 .0 1 0 .82 0.00 0 .18 0 .00 0.00 0 .00 0 .01 0.0000 Pl 1. 00 0 .0 1 0 .1 0 0 .00 0.89 0 .00 0.00 0 .00 0.12 0 .0 000 R-A4 1. 00 0 .01 0 .00 0.00 0 .99 0.0 0 0 .00 0 .00 0 .03 0.0000 EQ-6800w 1. 00 0 .96 0.00 0.00 0 .03 0 .00 0 .00 0 .00 0.01 0 .0000 EQ -6800e 1. 00 1. 00 0.00 0.00 0.00 0.00 0 .00 0.00 0 .00 0.0000 SWMM 5 -Prop Interim 1 50 Year Page 30 EQ-6896w 1. 00 1. 00 0 .00 0.00 0.00 0.00 0 .00 0.00 0 .00 0.0000 EQ -6896e 1. 00 1. 00 0 .00 0 .00 0 .00 0.00 0 .00 0 .00 0 .00 0 .0000 EQ -DS -Cainw 1. 00 0.01 0 .01 0.00 0 .08 0.00 0 .90 0.00 0 .20 0 .0000 EQ -DS -Caine 1. 00 0 .90 0 .00 0 .00 0 .08 0.00 0.00 0.0 1 0 .01 0.0000 EQ-US-CainW 1. 00 0 .61 0 .00 0 .00 0 .12 0 .00 0.00 0.27 0 .25 0.0000 EQ-US -Caine 1. 00 0.87 0 .00 0 .00 0 .12 0 .00 0.00 0 .00 0 .01 0 .0000 EQ -6983w 1. 00 1. 00 0 .00 0 .00 0.00 0.00 0 .00 0 .00 0 .00 0 .0000 EQ-6983e 1. 00 0.89 0 .00 0 .00 0.11 0.00 0 .00 0.00 0 .00 0.0000 EQ-7229w 1. 00 0 .95 0 .00 0 .00 0 .00 0.00 0 .00 0.05 0 .04 0 .0000 EQ-7229e 1. 00 1. 00 0 .00 0 .00 0.00 0.00 0 .00 0 .00 0 .00 0 .0000 EQ -7 43lw 1. 00 0.98 0 .00 0 .00 0.00 0 .00 0.00 0.02 0 .01 0.0000 EQ-743le 1. 00 1. 00 0 .00 0 .00 0 .00 0.00 0.00 0.00 0 .00 0.0000 Pl .2 -a 1. 00 0 .00 0 .00 0.00 1. 00 0.00 0.00 0.00 0 .07 0.0012 Pl. 2 -b 1. 00 0.00 0 .00 0.00 1. 00 0.00 0.00 0 .00 0 .07 0. 0011 Pl .2 -c 1. 00 0 .01 0 .00 0.00 0.52 0.06 0.02 0.40 1. 31 0.0001 P-1. 3A 1. 00 0.00 0 .00 0 .00 1. 00 0.00 0.00 0 .00 0 .00 0.0125 P-1. 3B 1. 00 0.00 0 .00 0 .00 1. 00 0 .00 0.00 0 .00 0 .00 0.0033 P-l.3C 1. 00 0.00 0 .00 0 .00 1. 00 0.00 0 .00 0 .00 0 .00 0 .0078 P3.4 -a 1. 00 0.87 0 .08 0 .00 0 .05 0 .00 0 .00 0 .00 0 .01 0.0000 P3.4-b 1. 00 0.95 0 .01 0 .00 0.02 0.02 0.00 0.00 0.05 0.0000 P3.4-c 1. 00 0.95 0 .02 0 .00 0 .03 0.00 0 .00 0.00 0 .02 0.0000 ************************* Conduit Surcharge Summary ************************* ---------------------------------------------------------------------------- Hours Hours ---------Hours Full --------Above Fu ll Cap acity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------- 2 0 .01 0 .01 0 .01 1. 81 0.01 2514-C 1. 77 1. 77 1. 77 3.04 1. 45 3b 0 .01 0 .01 0.01 1. 08 0.01 RR-Cl 0 .3 8 0.38 0.38 1. 4 7 0 .38 ow-c 5 .20 5 .20 5 .20 11. 74 4.34 OW-OVER 0.01 0 .01 0.01 0.76 0.01 Cain-Cw 0.01 0.01 0 .01 3 . 4 3 0.01 CAIN-Cm 4 .56 4 .56 4 .56 8.97 4 .56 Cain-Ce 1.22 1. 22 1. 22 5.15 1. 22 POND1-conx2 1. 68 1. 68 1. 69 0.0 1 0.01 PONDl-conx 2.43 2 .43 2.45 0.01 0 .01 Deacon-C 1.1 8 1.18 1.1 8 2.03 0.86 Travis-C 1. 38 1. 38 1. 38 2.37 1.19 Capps -C 0.01 0 .01 0 .01 1. 61 0.01 SecA-A 0 .01 0.01 0 .01 0.35 0 .01 P2 0.90 0 .9 0 0.90 0 . 72 0 .81 Pl 4.88 4.88 4.88 0.97 0.98 Pl.2-a 3.02 3 .02 3 .02 0.01 0.01 Pl.2 -b 2.69 2 .69 2 .69 3.4 5 0.01 Pl. 2-c 1. 66 1. 66 1. 66 0.01 0 .01 P-l.3A 68.00 68 .00 68 .00 16.55 1 6 .67 P-1. 3B 68.00 68 .00 68.00 17.83 16.21 P-l.3C 68.00 68 .00 68 .00 17.62 17.14 P3.4-b 0.01 0 .01 0.01 0.19 0 .0 1 Analysis begun on : Wed Jan 14 14 :17:13 2015 Analysis ended on: Wed Jan 14 14 :17:54 2015 Total elapsed t ime: 00 :00:41 SWMM 5 -Prop Interim 1 50 Year Page 31 EPA STORM WATER MANAGEMENT MODEL -VERSION 5.0 (Build 5.0 .022) ********************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step , not just on results from each reporting time step . ********************************************************* **************** Analysis Options **************** Flow Units ............... CFS Process Models : Rain fal l/Runoff ........ YES Snowrnelt ............... NO Groundwater ............ NO Flow Routing ........... YES Ponding Allowed ........ YES Water Quality .......... NO Infiltration Method ...... CURVE NUMBER Flow Routing Method ...... DYNWAVE Starting Date ............ JAN-01-2011 00:00 :00 Ending Date .............. JAN-03-2011 20 :00 :00 Antecedent Dry Days ...... 0.0 Repor t Time Step ......... 00:00 :01 Wet Time Step ............ 00:0 1 :00 Dry Time Step ............ 01:00:00 Routing Time Step ........ 1.00 sec WARNING 04 : minimum elevation drop used for Conduit 2 WARNING 04 : minimum elevation drop used for Conduit 3 a WARNING 04: minimum elevation drop used for Conduit 2514-over WARNING 05 : minimum slope used for Conduit 2514 -over WARNING 04 : minimum elevation drop used for Conduit 3b WARNING 04 : minimum elevation drop used for Conduit RR-OVER WARNING 04 : minimum elevation drop used for Conduit OW-OVER WARNING 04: minimum elevation drop used for Conduit CAIN -OVER WARNING 04 : minimum elevation drop used for Conduit P-1. 3A WARNING 04 : minimum elevation drop used for Conduit P-1 .3B WARNING 05 : minimum slope used for Conduit P-1.3B WARNING 04 : minimum elevation drop used for Conduit P-l .3C WARNING 02 : maximum depth increased for Node Pl -BarPnd-01 WARNING 02 : maximum depth increased ************* Element Count ************* Number of rain gages ...... Number of subcatchrnents ... Number of nodes ........... Number of links ........... Number of pollutants ...... Number of land uses **************** Raingage Summary **************** ....... 1 35 67 91 0 0 Name Data Source Gage ******************** Subcatchrnent Summary ******************** 100 -Yr SWMM 5 -Prop In terim 1 10 0 Ye a r for Node Data Type MH -1-3A CUMULATIVE Recording Interval 30 min . Page 1 Name Area Width %Impe rv %Slope Rain Gage Outlet ------------------------------------------------------------------------------------------------------- Al 13 .5 1 5884 . 96 79.00 1 .0000 Gag e Jl A2 11.22 977 .49 0 .00 1 .0000 Gage Jl A3 13 .5 6 1968 . 91 25.00 1 .1000 Gag e Ex -BarPnd A4 15.32 1906 .68 13 . 00 2 .0000 Gag e Ex-BarPnd Bl 19 .42 8459.35 43 .00 2 .0000 Gag e Ex-WGPnd Cl 13. 72 11952. 90 47 .00 1 .0000 Gage 743 l e C2 2 .18 4748.04 0 .00 2 .0000 Gag e 743 l e C3 6 .74 4697.51 0 .00 2 .0000 Gage 743le Dl 3.69 32 1 4 .73 78 .00 1 .0000 Gage OF-Site El 2 .59 376 .07 0 .00 2 .0000 Gage PONDl E2 13 .56 1968 . 91 1. 00 1 .5000 Gage POND3 E3 3 .91 567 .73 0 .00 1 .5000 Gage POND3 E4 26.93 3910.24 8 .00 0 .7000 Gag e POND3 Fl 31. 03 6758 .33 6 .00 0 .5000 Gage 7229w F2 4 .51 3929 .00 60 .00 0 .5000 Gage 7229e F3 34.49 7511 . 92 11. 00 1. 2000 Gage DS-CAINw F4 104.37 15154.52 0 .00 1 .0000 Gage J-B2 FS 117. 08 34000 .00 9 .00 1 .4000 Gage J-B2 F6 75.73 16493.99 24 .00 1 .0000 Gage 5800 Gl 7.16 7797 .00 16.00 1 .0000 Gage 743le Pl 1. 53 1332 .94 67 .00 2 .0000 Gage USCapps P2 9.11 6613 .86 62.00 2 .0000 Ga ge J2 P3 3 .63 2635 .38 42 .00 2 .0000 Gage J3 P4 4.27 3100.02 58.00 2 .0 000 Ga ge US Deacon PS 11 . 67 3765 .52 70.00 2.0000 Gage PONDl P6 15 .76 11442 .00 72.00 2 .0 000 Gage PONDl P7 16.93 6145 .59 52.00 2 .0000 Gage POND3 PS 26 . 05 15129 .84 37 .00 2 .0000 Gage POND3 P9 9.44 5874 .38 92 .00 2 .0 000 Gage PONDl PlO 2.58 22476 . 96 98 .00 2 .0000 Gage POND2 Pll 1. 33 926 . 96 75 .00 2 .0000 Gage MH-1-2A Pl2 3.25 2831. 40 91. 00 2 .0000 Gage OF-Site Pl3 13.5 1 5117 . 35 56 .00 2 .0000 Gage POND4 Pl4 6.24 5436 .29 59 .00 2 .0000 Gage OF-Site PlS 2.83 2465.00 98.00 5 .0000 Gage POND3 ************ Node Summary ************ Invert Max . Ponded External Name Type Elev . Depth Area Inf low ------------------------------------------------------------------------------ 5400 JUNCTION 280.95 10.05 0 .0 5431 JUNCTION 280.95 10 .18 0.0 DS-2514 JUNCTION 280 .95 12 .44 0.0 US-2514 JUNCTION 28 1.82 11. 57 0 .0 5646 JUNCTION 28 1.82 10 .1 8 0.0 5667 JUNCTION 282 .10 13.41 0.0 DS-RR JUNCTION 282.35 13 .4 1 0 .0 US -RR JUNCTION 282 .46 13 .4 1 0 .0 5714 JUNCTION 282 .5 9 13 .4 1 0 .0 5750 JUNCTION 283.19 12 .8 1 0 .0 DS-OW JUNCTION 283 .26 12 .09 0.0 us -ow JUNCTION 283 .84 12.09 0 .0 5800 JUNCTION 283.91 12.09 0 .0 6000 JUNCTION 283.95 12 .05 0 .0 6200 JUNCTION 284.49 11. 51 0.0 6400 JUNCTION 285.03 10.97 0 .0 6600 JUNCTION 285 .5 6 10 .44 0.0 6800w JUNCTION 289 .00 7 .00 0 .0 6800m JUNCTION 286 .10 9 .65 0 .0 6800e JUNCTION 288 .00 9 .80 0.0 6896w JUNCTION 289.80 8 .10 0 .0 6896m JUNCTION 286 .40 11 . 45 0 .0 6896e JUNCTION 288 .10 9 .70 0 .0 DS-CAINw JUNCTION 289 .85 6 .10 0 .0 DS-CA I Nm JUNCTION 286 .66 11. 64 0 .0 DS-Caine JUNCTION 288 .13 9 .30 0 .0 US-CAINw JUNCTION 289 .90 6 .10 0 .0 US-CAINm JUNCTION 287 .51 10 .79 0 .0 US-C aine JUNCTION 288 .32 9 .30 0 .0 6983w JUNCTION 289 .95 7 .05 0 .0 6983m JUNCTION 287 .88 9 .07 0 .0 6983e JUNCTION 288 .50 9 .30 0 .0 7229w JUNCTION 291 .90 5 .40 0 .1 7229m JUNCTION 289 .7 9 7 .66 0 .0 7229e JUNCTION 289 .80 7 .70 0 .0 OF-Site JUNCTION 292 .70 9 .83 0 .0 743lm JUNCTION 293 .30 5 .65 0 .0 743le JUNCTION 29 1.10 6 .90 0 .0 DS-Deacon JUNCTION 294 .94 7 .02 100.0 SWMM 5 -Prop Interim 1100 Year Page2 US De a con JUNCTION 29S.4S 6.SS 100.0 OS -Tra vis JUNCTION 29S .79 6.00 100.0 US-Travis JUNCTION 29S.94 10.00 100 .0 J3 JUNCTION 296.69 6 .00 0.0 J2 JUNC T ION 2 98. 07 4.80 0 .0 DSCapps JUNC TI ON 301. 37 S .67 0 .0 USCapps JUNCT I ON 301. S8 S .67 100 .0 Jl JUNCT I ON 302.12 6.00 100.0 J -B2 JUNCTION 301. so 7.00 0 .0 J -BP JUNCTION 30S.60 9.SO 0.0 OF -PONDl JUNCTION 294.98 13 .SO 0 .1 Pl-BarPnd-01 JUNCTION 306.00 9 .40 20 .0 MH-l -2A JUNCTION 29S .19 4.81 16 .0 MH-l -2B JUNC TI ON 29S .OO 6 .00 16 .0 MH -l -3A JUNCTION 289.00 17 .00 200 .0 MH -l -3B JUNCTION 289 .00 lS.00 144 .0 MH-l -3C JUNCT I ON 289.00 16.00 144 .0 p3.4 -l JUNCTION 301. 00 17 .20 0 .0 P3 .4 -2 JUNCTION 297 .20 2.SO 0 .0 P3 .4 -3 JUNCTION 296.32 2.00 0.0 PLUG JUNCT I ON 600.00 0.00 0 .0 OF-S300 OUTFALL 280.63 10.0S 0.0 Ex -BarPnd STORAGE 30S.60 9 . 40 0 .0 Ex-WGPnd STORAGE 304.37 3 .70 0 .0 PONDl STORAGE 287 .00 13 .SO 0 .0 POND2 STORAGE 289.00 11. 40 0 .0 POND3 STORAGE 287.00 17 .00 0 .0 POND4 STORAGE 288.00 10 .00 0 .0 ************ Link Summary ************ Name F rom Node To Node Type Length %Slope Roughness ------------------------------------------------------------------------------------------ 1 S400 OF -S300 CONDUIT 100.0 0 .3200 0.0200 2 S431 S400 CONDUIT 31. 0 0 .0032 0 .0200 3a DS-2Sl4 S431 CONDUIT 26 . 0 0 .0038 0.0200 2Sl4-C US-2Sl4 DS-2Sl4 CONDUI T 174.0 o.sooo 0 . 0130 2S l 4 -over US -2Sl4 DS-2Sl4 CONDU IT 1 74.0 0 .0010 0 .0130 3b S646 US-2Sl4 CONDUI T so.o 0 .0020 0 .0200 4 S667 S646 CONDUI T 21. 0 l .333S 0 .0200 SA DS-RR S667 CONDUIT 30.0 1. 2168 0 .0400 RR -Cl US -RR DS-RR CONDUIT 1 2.0 0 .9167 0 .0400 RR-OV ER US-RR DS-RR CONDUIT 1 2.0 0 .0083 0 .0200 SB S714 US-RR CONDUIT l S.O 1. 2 6S4 0 .0400 6 S7SO S714 CONDUIT 36.0 2 .1338 0 .0400 7A DS-OW S7SO CONDUIT 30.0 0 .2333 0.0400 ow-c us-ow DS-OW CONDUIT 4 0.0 1. 4S02 0 . 0130 OW-OVER us-ow DS-OW CONDUIT 4 0.0 0.002S 0.0130 7B S800 us-ow CONDUIT so.o 0 .1400 0 .0400 8 6000 S800 CONDUIT 200.0 0.0200 0.0400 9 6200 6000 CONDUIT 200.0 0 .4806 0.0400 10 6400 6200 CONDUI T 200.0 0 .3429 0.0400 11 6600 6400 CONDUI T 200.0 0 .26SO 0.0400 12w 6800w 6600 CONDUIT 316.0 1. 0887 0.0300 12m 6800m 6600 CONDUIT 1 99.0 0 .2714 0 .0300 12e 6800e 6600 CONDUI T 490.0 0 .4980 0 .0300 13w 6896w 6800w CONDUI T 426.0 0 .1878 0.0300 13m 6896m 6800m CONDUIT 96.0 0 .312S 0 .0300 13e 6896e 6800e CONDUIT 30.0 0.3333 0.0300 14Aw DS-CAINw 6896w CONDUIT 27.0 0 .18S2 0 .0300 14Am DS-CAINm 6896m CONDUIT 30.0 0 .8667 0.0300 1 4Ae DS-Caine 6896e CONDUIT 30.0 0 .1000 0.0300 Cain-Cw US-CAINw DS-CAINw CONDUIT so .o 0 .1000 0.0220 CAIN -Cm US-CAINm DS-CAINm CONDUIT so.o 1 .7002 0.0220 Cain-Ce US -Caine DS-Caine CONDUIT 36.0 O .S278 0 .0220 CAIN-OV ER US-CAINm DS-CAINm CONDUI T so.o 0 .0020 0 .0130 14Bw 6983w US-CAINw CONDUIT 30.0 0 .1667 0 .0300 14Bm 6983m US-CAINm CONDUIT 30.0 1 .2334 0 .0300 14Be 6983e US-Caine CONDUIT 32.0 0 . S62S 0.0300 lSw 7229w 6983w CONDUIT 182.0 1. 071S 0.0300 l Sm 7229m 6983m CONDUIT 223.0 0 .8S6S 0 .0300 lSe 7229e 6983e CONDUIT 221. 0 O .S882 0.0300 16w OF -Site 7229w CONDUIT 273.0 0 .2930 0.0300 16m 743lm 7229m CONDUIT 202.0 4 .3307 0.0300 16e 743le 7229e CONDUIT 177.0 0 .734S 0.0300 l 7w OF -PONDl OF-Site CONDUIT 484 .0 0 .4711 0.0300 POND1-conx2 OS-Deacon PONDl CONDUIT 70.0 8.Sl64 0 . 0130 PONDl-conx OS-Deacon PONDl CONDUIT 70.0 8.Sl64 0.0120 Deacon-C US Deacon OS-Deacon CONDUIT 68.0 0 .2941 0.0130 C-C2 DS-Travis US Deacon CONDUIT 110 .0 0 .3400 0.0300 Travis-C US-Travis OS-Travi s CONDUIT so.o 0.3000 0.0130 C-Cl J3 US-Travis CONDUIT 400.0 0.2063 0.0300 SWMM 5 -Prop Interim 1 100 Yea r Page 3 B-B2 J2 J3 CONDUIT 27S .O 0 .S370 0 .0300 B-Bl DSCapps J2 CONDUIT 62S.O O .S6SO 0 .0300 Capps -C USCapps DSCapps CONDUIT 47.0 0 .4468 0.0120 SecA-A Jl USCapps CONDUIT llS.O O.S447 0.3000 P2 Pl-BarPnd-01 Jl CONDUIT S80.0 0.6690 0.0130 Pl J-BP Jl CONDUIT S80.0 0.6000 0. 0130 R-A4 J-B2 6000 CONDUIT 3SOO.O 0.S014 o.osoo EQ-6800w 6800w 6800m CONDUIT 30.0 0.1667 0.0100 EQ-6800e 6800e 6800m CONDUIT 30.0 0.1667 0 .0100 EQ-6896w 6896w 6896m CONDUIT 30.0 0.1667 0 .0100 EQ-6896e 6896e 6896m CONDUIT 30.0 0 .1 667 0 .0100 EQ-DS-Cainw DS-CAINm DS -CAINw CONDUIT 30.0 0 .1 667 0 .0100 EQ-DS-Caine OS-Caine OS -CAI Nm CONDUIT 30.0 0 .1667 0 .0100 EQ-US-CainW US -CAINw US -CAI Nm CONDUIT 30 .0 0 .1667 0 .0100 EQ-US-Caine US-Caine US -CAINm CONDUIT 30.0 0 .1667 0.0100 EQ-6983w 6983w 6983m CONDUI T 30.0 0 .1667 0.0100 EQ-6983e 6983m 6983e CONDUIT 30 .0 0 .1667 0 .0100 EQ-7229w 7229w 7229m CONDUIT 30.0 0 . 1667 0.0100 EQ-7229e 7229e 7229m CONDUIT 30.0 0 .1667 0 .0100 EQ-743lw OF-Site 743lm CONDUIT 30.0 0 .1667 0 .0100 EQ-743le 743le 743lm CONDUIT 30.0 0 .1667 0 .0100 Pl.2-a MH-l-2B POND l CONDUIT 34.0 17.9284 0 . 0130 Pl.2-b MH-l-2A MH -l-2B CONDUIT 382 .0 0 .0497 0 . 0130 Pl. 2-c POND2 MH -l-2A CONDUIT 6.0 7 .8S7S 0 . 0130 P-1. 3A MH-l-3A MH -l-3B CONDUIT 31. 0 0 .0032 0 . 0130 P-1. 3B MH-l-3B MH -l -3C CONDUIT 418.0 0 .0010 0 . 0130 P-l.3C MH-l-3C POND l CONDUIT 90 .0 0. 0011 0 .0130 P3.4-a P3 .4-3 POND4 CONDUIT 4S .O 2.9346 0 .0300 P3 .4-b P3 .4 -2 P3 .4-3 CONDUIT 30 .0 2 .9346 0 .0300 P3 .4-c p3 .4-l P3 .4-2 CONDUI T 1 8 .0 21.S979 o.osoo Regl Ex -BarPnd J -BP ORIFICE WG-Weir Ex-WGPnd Jl WEIR Pl-Brk-Weir Ex-BarPnd Pl -BarPnd-01 WEIR Capps-OV USCapps DSCapps WEIR WPl.STAGEl PONDl OF -PONDl WEIR WPl. STAGE2 PONDl OF -PONDl WEIR WP3A POND3 MH -l-3A WEIR WP4a POND4 OF -Site WEIR WP4b POND4 OF-Site WEIR WP1-STAGE3 PONDl OF-PONDl WEIR W3bl POND3 p3 .4 -l WEIR WPl-EMERG PONDl OF-POND l WEIR ********************* Cross Section Summary ********************* Full Full Hyd . Max . No. of Full Conduit Shape Depth Area Rad. Wi dth Barrels Flow --------------------------------------------------------------------------------------- 1 S400 10 .0S 1409 . 78 0 .94 873 .00 1 S672 . 66 2 S431 10.0S 1S2S .98 1.17 947 .00 1 714 . 94 3a S646 10.18 2S89 .24 1. 36 lOlS .00 1 146S .13 2Sl4-C RECT CLOSED 6.00 48.00 1. 71 8.00 3 SSS .72 2Sl4-over 2S14 =ovERFLOW 1. 49 8S8 .82 0 .84 lOlS.00 1 276 .97 3b S646 10.18 2S89 .24 1. 36 lOlS .00 1 10S6 .S2 4 S667 9.90 3189 .8S 1. 4S 1338 .00 1 34994 .02 SA S714 13.4 1 3616 . 00 2 . 46 1474 .00 1 22341. 11 RR-Cl RECT CLOSED 8.33 122 .87 2 .66 14 .7S 2 839 .38 RR-OVER RR-OVER a.so 381 .SO 0 .26 1474 .00 1 104 .81 SB S714 13.41 3616 . 00 2 . 46 1474 .00 1 22783 .62 6 S7SO 12.81 11160 .6S 3 .34 2333 .00 1 119683 . 27 7A S800 12.09 9649 .48 2 .80 2260 .0 0 1 34433 .12 ow-c RECT CLOSED 3 .00 9 .00 0 .7S 3 .00 3 102.27 OW-OVER OW-OVER 2.00 lSOS.00 1.11 13S2 .00 1 921 .41 7B S800 12.09 9649 .48 2.80 2260 .00 1 2667 1. 76 8 6000 12.0S 77S6 .SS 2 .87 1872 . 00 1 822S .77 9 6200 11. Sl 7606 .77 4.12 1880 .00 1 3772S .10 10 6400 10 .97 7404 .84 3.19 1746 .00 1 30966 .30 11 6600 10.44 7087 .74 2 .69 1900 .00 1 26239 .30 12w 6800w 7.00 2791. 96 2.07 1114 . 00 1 23466 .67 12m 6800m 6.90 888 .14 2.47 443 .00 1 4182 .9S 12e 6800e 9.80 2679.70 4 .47 438 .00 1 2S427 .S9 13w 6896w 6.20 909 .90 1. 33 6SS.70 1 23S7 .66 13m 6896m 8.SO 2080.34 2.60 702 .4 0 1 10879 .S8 13e 6896e 9.70 26S0 .13 4 .3S 429.00 1 2019S .6S 14Aw 6983w 6.10 1430 .70 1. S2 707 .00 1 403S .28 14Am 6983m 6.39 924 .44 1. 6S 386 .00 1 S9Sl .77 14Ae 6983e 9.30 2417 .40 4 .22 409 .00 1 9888 .S6 Cain-Cw CIRCULAR 3.00 7 .07 0 .7S 3.00 1 12 .46 CAIN-Cm CIRCULAR 3.00 7 .07 0 .7S 3 .00 2 Sl. 39 Cain-Ce CI RCULAR 3.00 7 .07 0 .7S 3.00 1 28 .63 CAIN-OVER CAIN -OV ER S.80 6284 .29 3 . 62 1728.90 1 7S7 1.03 14Bw 6983w 6.10 1430 .70 1. S2 707 .00 1 3828 .20 SWMM 5 -Prop In terim 1100 Year Page 4 14Bm 6983m 6 .39 924.44 1. 65 386 .00 1 7100 .17 14Be 6983e 9 .30 2417.40 4 .22 409 .00 1 23452.95 15w 7229w 4 .50 1152. 52 1. 38 734 .00 1 7341.32 15m 7229m 6 .51 1258.57 2 .26 459 .0 0 1 9940 .58 15e 7229e 7 .70 1445.00 3.04 358 .0 0 1 11 530 . 34 16w 7431w 5 .4 0 1176.39 1. 53 599 .60 1 4183.21 16m 743lm 4 .50 1102. 25 2 .18 650 .0 0 1 12100.59 16e 743le 6 .90 1497.82 3 .27 348 .00 1 14005 . 96 17w PropSecD-D 8 .50 1059 .07 5 .02 208 .30 1 1 0560 .80 POND1 -conx2 CIRCULAR 4 .00 12 .57 1. 00 4 .00 1 419 .19 PONDl-conx CIRCULAR 3 .50 9.62 0 .88 3 .50 2 318 .08 De acon-C CIRCULAR 4 .00 12 .57 1. 00 4 .00 3 77 .90 C-C2 PropSecC-C 6 .00 153 .21 2.39 43 .0 0 1 754 .50 Travis -C CIRCULAR 3 .50 9 .62 0 .88 3 .50 3 55 .11 C-Cl PropSecC-C 6 .00 153 .21 2 .39 43 .00 1 587 . 64 B-B2 PropSecB-B 4 .80 197.33 1. 40 135 .20 1 8 64 . 61 B-Bl PropSecB-B 4 .80 197.33 1. 40 1 35 .20 1 886 .88 Ca pps -c CI RCULAR 3 .50 9 .62 0 .88 3 .5 0 3 72 . 86 SecA-A PropSecA-A 4.0 0 121.17 1 1. 29 55 .20 1 207 .00 P2 CIRCULAR 3 .00 7 .07 0 .75 3 .00 1 54 .55 Pl CIRCULAR 2 .00 3 .14 0 .50 2 .00 1 17 .52 R-A4 TRAPEZOIDAL 7 .00 595 .00 3 .82 155.00 1 3060 .75 EQ-6800w RECT OPEN 4.00 800 .00 3 .85 200 .00 1 11913 . 83 EQ-6800e RECT OPEN 3 .00 600.00 2.91 200 .00 1 7423 .65 EQ-6896w RE CT-OPEN 3 .00 600 .00 2.91 200 .00 1 7423 .65 EQ-6896e RE CT OP EN 3 .00 600 .00 2 .9 1 200 .00 1 7423 .65 EQ-DS-Cainw RECT OPEN 3.00 600.00 2 .91 200 .00 1 7423 .65 EQ-DS-Caine RECT OPEN 3.00 600 .00 2.91 200 .00 1 7423 .65 EQ -US-CainW RECT-OPEN 3 .00 600 .00 2 .91 200 .00 1 7423.65 EQ -US -Caine RE CT OPEN 3 .00 600 .00 2 .91 200 .00 1 7423 .65 EQ -6983w RECT-OPEN 3 .00 600 .00 2 .91 200 .00 1 7423 .65 EQ-6983e RE CT OPEN 3 .00 600 .00 2.91 200 .00 1 7423 .65 EQ -7229w RECT-OPEN 3 .00 600 .00 2 .91 200 .0 0 1 7423 .65 EQ -7229e RE CT OPEN 3 .00 600 .00 2 .91 200 .00 1 7423 .65 EQ -7 4 31w RECT-OPEN 3 .00 600 .00 2 .91 200 .00 1 7423 .65 EQ -7431e RECT OPEN 3 .00 600.00 2 .91 200 .00 1 7423 .65 Pl.2-a CIRCULAR 3 .00 7 .07 0 .75 3 .00 2 282.41 Pl. 2 -b CIRCULAR 3 .00 7 .07 0 .75 3 .00 2 14 .88 Pl.2-c CI RCULAR 3 .00 7.07 0 .75 3 .00 2 186 .96 P-1. 3A CIRCULAR 4.00 12.57 1. 00 4 .00 2 8 .16 P-1. 3B CIRCULAR 4 .00 12 .57 1. 00 4 .0 0 2 4 .54 P -1.3C CIRCULAR 4 .00 12.57 1. 00 4 .00 2 4 .79 P3 .4 -a TRAPEZOIDAL 2 .00 60 .00 1. 49 40 .00 1 662 .77 P3 .4 -b RECT CLOSED 2 .00 12.00 0 .75 6 .00 2 84.05 P3.4-c TRAPEZOIDAL 2 .50 93.75 1. 86 50 .00 1 1956.02 **************** Tra nsect Summary **************** Transect 2514-0VERFLOW Area : 0.00 14 0 .0055 0 . 0 11 9 0 .0190 0 . 0267 0.0351 0.0440 0.0536 0.0637 0.0745 0 .0858 0.0978 0.1104 0.1235 0 .1 373 0.1517 0.1667 0.1823 0.1985 0.2152 0 .2326 0.2506 0.2693 0.2885 0.3083 0.3287 0.3497 0 .3714 0.3936 0 .4164 0 .4399 0 .4639 0.4886 0.5138 0.5397 0 .566 1 0 .5932 0 .6209 0.6491 0.6780 0.7075 0. 7376 0.7683 0.7996 0.8315 0 .8640 0. 8971 0.9308 0. 9651 1.0000 Hrad : 0.0176 0.0352 0. 0613 0.0901 0 .1172 0.1430 0 .1677 0.1916 0.2147 0 . 2372 0.2592 0 .2808 0.3020 0.3229 0.3435 0.3639 0 .38 40 0.4040 0 .4238 0 .4 434 0. 4629 0 .4822 0.5015 0 .5206 0.5397 0.5587 0 .5776 0 .5964 0.6152 0.6339 0.6525 0 . 6711 0.6896 0.7081 0. 7266 0.7450 0.7634 0.7818 0.8001 0.8184 0.8366 0.8549 0.8731 0.8913 0 .9094 0 .9276 0 .9457 0. 9638 0.9819 1 .0000 Width: 0.0778 0.1556 0.1939 0. 2110 0.2282 0.2453 0 . 2625 0.2796 0.2968 0.3139 0.331 1 0.3482 0.3654 0 .3825 0.3997 0.4169 0.4340 0.4512 0.4683 0.4855 0.5026 0.5198 0 .5369 0.5541 0.5712 0.588 4 0 .6055 0.6227 0.6398 0 .6570 0.67 41 0 .6913 0.7084 0.7256 0 .74 27 0.7599 0 . 7770 0.7942 0. 8113 0 .8285 SWMM 5 -Prop Interim 1100 Year Pag e 5 0 .8456 0.8628 0 .8799 0 . 8971 0 .9142 0.9314 0 .9485 0 .9657 0.9828 1 .0000 Transect 5400 Area: 0 .0001 0.0002 0 .0005 0 .0008 0 . 0013 0 .0019 0 .0025 0 .0033 0 .0042 0 .0052 0 .0063 0.0074 0.0087 0.0101 0 .0116 0 .0132 0.0150 0 .0169 0 .0189 0. 0211 0 .0235 0 .0259 0 .0286 0 .0313 0 .0342 0 .0385 0 .0459 0 .0566 0 .0705 0 .0877 0 .1071 0 .1275 0 .1488 0.1711 0.1942 0.2188 0 .2457 0 .2749 0.3063 0.3400 0 .3765 0 .4166 0 . 4 603 0 .5075 0 .5582 0 .6177 0 .6916 0 .7799 0.8828 1. 0000 Hrad : 0 .0934 0 .1868 0 .2801 0 .3735 0 .4669 0.5603 0 .6537 0 .7470 0 .8404 0 .9338 1. 0272 1 .1206 1. 2140 1.3073 1 .4007 1.4722 1. 5435 1. 6186 1. 6968 1.7775 1. 8603 1.9449 2 .0310 2 .1183 2 .2067 2.2778 2.1542 1.9475 1.7404 1 .5661 1.4659 1. 4182 1. 3995 1. 3988 1. 4097 1. 4035 1 .4009 1. 4023 1. 4070 1 .4145 1. 4082 1 .4041 1. 4024 1. 4032 1. 4063 1. 2389 1 .1406 1 .0760 1. 0311 1.0000 Width: 0 .0008 0 . 0017 0 .0025 0.0033 0.0042 0.0050 0 .0058 0.0066 0 .0075 0.0083 0.0091 0 .0100 0.0108 0 . 0116 0 .0125 0 .0136 0 .0147 0 .0159 0 .0170 0.0182 0 .0193 0 .0205 0 .0216 0.0228 0.0239 0 .0468 0 . 0729 0 .0989 0 .1249 0.1509 0 .1601 0 . 167 5 0.1749 0 .1822 0 .1896 0 .2070 0 .2252 0 .2434 0 .2615 0.2797 0.3078 0 .3363 0 .3649 0.3934 0.4220 0 .5358 0 .6519 0.7679 0.8840 1. 0000 Transect 5431 Area: 0.0001 0 .0003 0 .0007 0.0013 0 . 0021 0 .0030 0 .0040 0.0053 0.0067 0.0082 0 .0100 0 . 0119 0 .0139 0 .0162 0 .0186 0 .0211 0 .0237 0 . 0265 0.0293 0 .0323 0 .0354 0 .0386 0 .0419 0 .0454 0.0490 0 .0536 0 .0606 0 .0700 0 .0818 0 .0961 0 .1 120 0 .1284 0 .1453 0 .1 628 0 .1808 0 . 2011 0 .2260 0 .2554 0.2895 0.3282 0.3704 0 .4146 0 . 4 610 0.5094 0.5600 0.6186 0.6919 0 .7799 0.8826 1 .0000 Hrad : 0 .0815 0 .1629 0 .2444 0 .3258 0.4073 0.4888 0 .5702 0 .6517 0.7331 0 .8146 0.8960 0 .9775 1. 0590 1.1404 1.2219 1. 3226 1 .4251 1.5253 1.6235 1. 7200 1 .8053 1.8886 1. 9715 2 .0541 2.1365 2.1382 2 .0436 1 .9053 1.7590 1 .6247 1.5544 1 .5208 1. 5085 1. 5104 1. 5223 1.5478 1. 5429 1 .5188 1. 4853 1.4490 1. 4260 1 .4144 1 .4108 1.4131 1. 4199 1.2705 1 .1714 1. 0988 1. 0431 1.0000 Width: 0 .0013 0.0026 0 .0040 0 .0053 0.0066 0. 0079 0 .0093 0 .0106 0 . 0119 0 .0132 0.0145 0 .0159 0 .0172 0 .0185 0.0198 0.0208 0 .0216 0 .0225 0.0233 0.0242 0 .0252 0 .0263 0 .0273 0 .0284 0.0294 0 .0465 0 .0658 0 .0851 0.1044 0.1237 0.1295 0 .1337 0 .1380 0 .1422 0.1465 0.18 1 0 0 .2179 0 .2548 0 .2917 0.3287 0.3465 0 .3632 0 .3800 0.3968 0.4135 0.5288 0.6466 0 .7644 0.8822 1.0000 Transect 5646 Area: 0 .0001 0.0002 0 .0005 0 .0009 0.0015 0.0021 0 .0029 0 .0038 0 .0048 0.0059 0.0071 0 .0086 0 .0103 0 .0121 0 .0141 0.0162 0 .0184 0 .0206 0 .0229 0 .0252 0.0276 0 .0302 0.0330 0 .0359 0.0390 0 .0422 0 .0457 0 .0501 0 .0561 0.0638 0.0736 0.0876 0 .1058 0 .1282 0.1549 0 .185 5 0.2 1 91 0 .2556 0 .2951 0.3376 0 .3838 0 .435 4 0 .4925 0 .5550 0.6230 SWMM 5 -Prop Interim 1 100 Year Page 6 0.6948 0.7685 0 .8439 0. 9211 1.0000 Hr ad: 0. 0716 0 .1432 0.2148 0. 28 64 0.3580 0 .4296 0.5012 0 . 5728 0.6444 0 . 7160 0 .7518 0.7960 0.8464 0. 9011 0.9770 1 .0905 1. 2013 1. 3094 1 .4150 1. 5185 1. 5642 1. 6049 1.6491 1. 6962 1 .7459 1.7977 1.8575 1 .9356 1.9405 1 .8975 1. 8200 1 . 67 66 1 .5145 1. 3658 1.2417 1.1392 1. 0704 1. 0255 0 . 9966 0.9788 0 .9551 0 .9358 0 .9220 0 .9126 0.9070 0 .91 5 9 0 .9317 0 .9516 0 .9746 1.0000 Width: 0 .0015 0.0029 0 .0044 0 .0059 0.0074 0 .0088 0.0103 0 . 0118 0 .0133 0.0147 0. 0171 0 .0195 0 .0219 0 .0243 0.0261 0 .0268 0.0275 0 .0282 0.0288 0.0295 0.03 1 4 0.0335 0 .0355 0 .0376 0.0397 0.04 1 8 0 .0454 0 .0656 0 .0859 0.1061 0 .1478 0 .2011 0 .2545 0 .3079 0 .3612 0.4025 0 .4394 0. 4 763 b .5132 0 .5501 0.6128 0 .6810 0 .7492 0 .8174 0 .8856 0 .9117 0 .9338 0.9559 0.9779 1 .0000 Transect 5667 Area : 0 .0000 0 .0002 0.0004 0.0006 0.0010 0 .0014 0 .0019 0.0025 0.0032 0 .0039 0.0047 0 .0056 0 .0066 0. 0077 0.0088 0.0100 0 . 0113 0 .0127 0 .0145 0.0164 0 .0185 0 .0206 0 .0228 0 .0253 0 .0281 0 .0314 0 .0352 0.0394 0.0441 0.0494 0 .0568 0 .0673 0 .0808 0 .0974 0.1169 0 .1390 0.1636 0.1904 0.2196 0.2542 0.3179 0 .3844 0.4538 0.5261 0.6012 0.6783 0 .7568 0.8365 0 .9176 1.0000 Hrad: 0.0648 0 .1296 0.1943 0.2591 0.3239 0.3887 0 .4534 0 .5182 0.5830 0.6478 0. 7125 0 .7773 0.8421 0 .9069 0.9716 1 .0364 1 .1012 1.0338 1. 0092 1. 0857 1. 1611 1. 2356 1. 3066 1.2596 1. 2268 1.1871 1.1727 1.1757 1.1910 1.2142 1.194 7 1 .1357 1. 0665 1.0027 0 .9464 0. 89 11 0 .8593 0.8435 0.8390 0 .7174 0.710 1 0 .7216 0 .7431 0 .7703 0 . 8011 0.8366 0 .8752 0.9156 0.9574 1 .0000 Width: 0.0009 0 .0019 0.0028 0.0038 0 .0047 0.0056 0 .0066 0.0075 0 .0085 0.0094 0.0103 0 . 0113 0.0122 0. 0132 0 .0141 0.0150 0.0160 0.0194 0 .0227 0.0239 0.025 1 0.0263 0.0276 0.0319 0 .0366 0.0423 0 .0481 0.0539 0.0597 0 .0716 0.1080 0 .1444 0.1808 0 .2172 0.2524 0.2808 0.3093 0.3377 0.3661 0.7494 0.7839 0 .8183 0.8528 0 .8873 0 .9208 0.9367 0 .9525 0.9683 0.9842 1. 0000 Transect 5714 Area : 0 .0022 0 .0045 0 .0067 0 .0089 0. 0111 0 .0134 0 .0156 0.0178 0.0200 0.0223 0.0245 0 . 02 67 0 .0289 0.0312 0.0335 0.0359 0 .0385 0 .0411 0 .0438 0.0467 0.0496 0 .0525 0 .0555 0 .0585 0.0616 0.0647 0 . 0679 0 . 0712 0 .0745 0.0780 0.0815 0 .0852 0 .0892 0 .0934 0.0979 0.1042 0 .1143 0.1282 0 .1462 0 .1733 0 .2122 0 .2630 0.3255 0 .3987 0.4826 0. 5772 0.6800 0.7849 0 .8916 1.0000 Hr ad: 0 .1067 0.2098 0.3093 0 .4055 0.4986 0.5887 0.6759 0.7603 0 .8422 0.9216 0 .9986 1. 0733 1.1430 1 .2023 1. 2450 1.2881 1. 3318 1.3759 1.4204 1. 4652 1.5277 1.5931 1. 6576 1 .7206 1. 7762 1. 8313 1.8861 1.9338 1 .9705 2.0079 2.0458 2.0331 2.0010 1. 9785 1. 9639 2.0043 1. 9675 1. 8777 1 .7571 1. 5593 1.3503 1.1745 1. 04 67 0 .9711 0.9259 0.9006 0 .9028 0 .9259 0. 9596 1.0000 Width : 0.0204 0.0204 0.0204 0 .0204 0 .0204 SWMM 5 -Prop Inte rim 11 00 Year Page ? 0 .0204 0 .0204 0 .0204 0 .0204 0 .0204 0 .0204 0 .0204 0 .0205 0 .0209 0 .0218 0 .0227 0 .0236 0 .0245 0 .0254 0 .0263 0 . 0268 0 .0271 0 .0275 0 .0279 0 .0284 0 .0290 0 .0295 0 .0302 0 . 0311 0 .0320 0 .0329 0.0349 0 .0374 0 .0400 0 .0425 0 .0748 0 .11 00 0 .1451 0 .1938 0 .3020 0 .4103 0 .5186 0 . 6218 0 . 7189 0 .8161 0 .9132 0 .9514 0 .9676 0 .9838 1.0000 Transect 5750 Area : 0.0003 0.0005 0 .0008 0 . 0011 0 .0015 0.0018 0 .0022 0 .0026 0 .0030 0 .0035 0 .0039 0 .0044 0 .0050 0 .0057 0 .0066 0 .0079 0 .0100 0 .0130 0 .0 1 68 0 .0220 0 .0288 0 .0373 0.0474 0 .0591 0 . 0726 0 .0878 0 .1047 0.1228 0 .1419 0 .1621 0 .1837 0 .2092 0.2388 0 . 2726 0 .3100 0 .3487 0 .3884 0 .4292 0 .4711 0 .5140 0 .5579 0 .6028 0 .6488 0 .6958 0 .7440 0 .7932 0 .8435 0 .8948 0 .9469 1.0000 Hrad : 0 . 0729 0 .1397 0 .2018 0 .2600 0 .3141 0 .3599 0 .4040 0 .4467 0 .4882 0 .5288 0 .5686 0 .6077 0 .5560 0 .5006 0 .4833 0 .4969 0 .4733 0 .4432 0 .4241 0 . 4126 0 .3989 0 .3904 0 .3878 0 .3897 0 .3959 0 .4053 0 .4197 0 .4404 0 . 4 638 0 .4888 0 .4890 0 .4746 0 . 4 68 6 0 .4682 0 .4896 0 .5232 0 . 5572 0 .5913 0 .6259 0 .6608 0 .6955 0 .7301 0 . 7 633 0 .7959 0 .8283 0 .8605 0 .8954 0 .9305 0 .9653 1 .0000 Width: 0 .0050 0 .0053 0 .0056 0 .0059 0 .0063 0.0067 0 . 0072 0 .0076 0.0081 0 .0086 0.0090 0 .0095 0 . 0118 0 .0153 0.0185 0.0317 0 .0474 0 .0631 0 .0821 0 . 1124 0 .1426 0 .1728 0 .2036 0 .2358 0 .2680 0.3002 0. 3272 0 . 3471 0 .3670 0 .3869 0.4366 0.5144 0 .5921 0 .6699 0.7122 0.7322 0.7522 0 .7722 0 .7914 0.8103 0.8291 0 .8480 0 .8683 0 .8889 0.9095 0 .9301 0 .9478 0 .9652 0 . 982 6 1 .0000 Transect 5800 Area : 0.0003 0 .0006 0 .0010 0 .0015 0 .0020 0 .0025 0 .003 1 0 .0038 0 .0045 0 .0052 0.0060 0 .0068 0 .0077 0.0086 0 . 0096 0 .0107 0 .0121 0 . 0171 0.0226 0 .0287 0 .0353 0 .0423 0 .0499 0 .0580 0.0666 0 . 0765 0 .0894 0 .1053 0 .1243 0 .1462 0 .1712 0 .1992 0.2302 0 .2639 0 .2994 0 .3362 0 .3745 0 .4143 0 .4556 0 .4983 0 .5425 0 .5881 0 .6351 0 .6834 0 .7329 0 .7838 0 .8359 0.8893 0.9440 1 .0000 Hrad : 0 .0789 0 .1 477 0 .2099 0 . 2 67 6 0 .3222 0 .3745 0 .4249 0.4740 0 .5220 0 .5692 0 .6156 0.6614 0.7067 0 .7516 0 . 7961 0 .8403 0 .8395 0 .5688 0 .4710 0 .4358 0 .4286 0 . 4360 0.4516 0 .4722 0 . 4960 0 .5095 0 .5124 0.5116 0 .5103 0 .5 1 04 0 .5125 0 .5170 0.5236 0 .5414 0 .5682 0 .5957 0 .6237 0 .6519 0 .6802 0 .7085 0 . 7367 0 . 7 654 0.7952 0 .8249 0 .8545 0.8839 0 .9132 0 .9423 0 .9712 1. 0000 Width: 0 .0057 0 .0066 0.0075 0 .0083 0.0092 0 .0100 0 .0109 0. 0118 0 . 012 6 0. 0135 0 .0144 0 .0152 0 .0161 0 .0170 0. 0178 0 .0187 0 .0844 0 .0934 0 .1024 0 .1114 0 .1203 0 .1293 0 .1383 0 .1473 0.1563 0 .2013 0 .2545 0.3077 0 .3610 0.4142 0 .4674 0 .5207 0.5739 0.6122 0.6381 0 .6639 0 .6898 0. 7156 0 .7414 0 .7673 0 .7931 0 .8181 0 .8409 0 .8636 0.8863 0 .9091 0 .9318 0.9545 0.9773 1 .0000 Transect 6000 Area : 0.0000 0 .0001 0.0002 0 .0003 0 .0005 0 .0007 0 .0010 0 .0013 0 .0016 0 .0020 SWMM 5 -Prop Interim 1100 Year Page 8 0 .0025 0.0029 0 .0034 0 .0040 0.0046 0 .0052 0 .0062 0 .0090 0 .0128 0 .0177 0 .0235 0 .0310 0 .0407 0 .0525 0.0666 0 .0845 0 .1048 0 .1272 0 .1517 0 .1783 0 .2067 0.2370 0 . 2692 0 .3030 0 .3377 0 .3734 0.4100 0 .4474 0 .4855 0 .5242 0 .563 4 0 .6034 0 .6452 0 .6892 0 .7356 0 .7842 0.8350 0 .8879 0 .9429 1 .0000 Hrad : 0 .0392 0.0784 0 .1176 0 .1568 0 .1960 0 .2352 0 .2744 0 . 3136 0 .3528 0 .3920 0 .431 2 0 .4704 0 .5096 0.5488 0 .5880 0 . 6272 0.5411 0 .30 1 7 0 .2509 0 .2473 0 .2594 0.2566 0.2644 0 .2780 0 .2953 0 .3189 0.3578 0 .3929 0 .4254 0 .4574 0 .4887 0.5191 0 .5485 0 .5806 0 .6152 0 .6501 0 .6851 0 . 7211 0 .7587 0 .7965 0 .8342 0 .8633 0 .8740 0 . 8872 0 .9021 0 .9186 0.9381 0 .9582 0.9789 1 .0000 Width : 0 .0007 0 . 0014 0 .0021 0 .0028 0 .0035 0.0042 0.0049 0 .0056 0 .0063 0 .0070 0 .0077 0 .0084 0 .0091 0 .0098 0 .0105 0. 0112 0.0402 0 .0573 0 .0744 0 .0916 0 . 1096 0 .1475 0 .1853 0 .2232 0 .26 1 0 0 .3299 0 .3666 0 .4033 0 .4400 0 .4730 0 .5048 0 .5366 0 .5684 0 .5904 0 .6057 0 .6210 0.6363 0 .6494 0 .6597 0 .6700 0.6803 0 .6992 0 .7382 0 .7773 0 .8164 0.8550 0.8913 0.9275 0 .9638 1 .0000 Transect 6200 Area : 0 .000 1 0.0005 0.0012 0 .0021 0 .0032 0 .0046 0.0063 0.0082 0 .0104 0 .0128 0 .0155 0 .0185 0 .0217 0 .0252 0 .0289 0 .0332 0.0382 0.0438 0 .0500 0 .0567 0.0640 0. 0718 0 .0803 0 . 0896 0 .1035 0 .1 1 92 0 .1367 0 .1 561 0 .1775 0 .2012 0 .22 7 3 0 .2557 0 .286 4 0 .3178 0 .3497 0 .382 0 0.4146 0 .4476 0 .4811 0 .5149 0 .549 1 0.5906 0 . 63 65 0 .6839 0 .7330 0 .7836 0.8356 0 .8890 0 .9438 1 .0000 Hrad : 0 .0278 0.0556 0 .0834 0 .1112 0 .1390 0 . 1668 0.1946 0 .2224 0 .2502 0 .2780 0 .3058 0.3336 0 .3614 0 .3892 0 .4170 0 .4383 0.4565 0 .4739 0 .4912 0 .5085 0 .5258 0 .5435 0 .5616 0 .5456 0 .5146 0 . 4964 0.4876 0 .4856 0 .5093 0 .5375 0 .5623 0 .5849 0 .6099 0 .6427 0 .6775 0 .7 1 3 5 0.7503 0 .7862 0 .8228 0.8596 0 . 896 7 0.7964 0 .8205 0 .8448 0 .8691 0.8942 0.9205 0 .9470 0 .9735 1 .0000 Width: 0.004 5 0 .0090 0 .0 1 35 0 .0180 0.0226 0 . 0271 0.0316 0 .0361 0 .0406 0.0451 0. 0496 0 .0541 0 .0586 0 .0632 0.0677 0 .0831 0.0930 0 .1029 0 .1128 0.1229 0 .1333 0.1437 0 .1541 0 .2276 0.2599 0.2923 0 .3246 0 .3569 0 .3959 0 .4376 0 .4792 0 .5208 0 .5494 0 .5564 0.5634 0 .5704 0 .5773 0 .5842 0 . 5911 0.5979 0 .6048 0.7933 0 .8208 0 .8482 0.8756 0 .9020 0.9265 0 .9510 0 .9755 1.0000 Transect 6400 Area : 0 .0001 0.0003 0 .0007 0 .0012 0 .0018 0 .0026 0 .0036 0 .0046 0 .0059 0.0073 0 .0088 0 .0105 0 .0123 0 .0142 0.0163 0 .0186 0.0210 0 .0235 0 . 02 62 0 .0290 0 .0320 0.0351 0 .0428 0 .0599 0 .0785 0.0987 0 .1205 0 .1436 0 .1673 0.1918 0 .2169 0.2442 0 .2772 0 .3104 0 .3439 0 .3775 0.4117 0.4471 0 .4839 0 .5221 0 .5621 0.6077 0 .6541 0 .7014 0 .7494 0 .7982 0.8477 0.8978 0 .9486 1 .0000 Hrad: 0 .0341 0.0683 0 .1024 0.1365 0 .1706 0 .2048 0.2389 0 .2730 0 . 3072 0 .3413 0.375 4 0.4095 0 .4437 0 .4778 0. 5119 0 .546 1 0 .5802 0.6 1 43 0 .6484 0.6826 0 . 716 7 0 .7508 0 .6851 0 .5573 0 .5085 SWMM 5 -Prop Interim 1 100 Year Page 9 0.4920 0 .491 4 0.5029 0.5224 0 .5462 0.5728 0 .5655 0.5887 0.6166 0 . 64 7 6 0 .680 7 0 .700 1 0 . 7150 0.7323 0 .7515 0.70 98 0 .740 5 0 .77 1 3 0.8023 0 .8334 0 .865 8 0.899 4 0 .9330 0.9665 1. 0000 Width : 0.00 2 8 0.0056 0 .008 4 0. 0 11 2 0 .0140 0.0 1 68 0.0196 0 .0225 0.0253 0.0281 0.0309 0.0337 0 .036 5 0 .0393 0 .0421 0.04 4 9 0 .0477 0.050 5 0 .0533 0 .0561 0.0 58 9 0 .06 1 7 0 .3 147 0.345 1 0 .3755 0.40 5 9 0 .4363 0 .4 5 28 0 .4657 0 .4785 0 .4 91 3 0 .63 5 6 0 .6400 0.6444 0 .6488 0 .6 53 2 0 . 6722 0 .6982 0 . 7242 0 .7502 0 . 8735 0 .8892 0 .9049 0.9206 0 .9364 0.9502 0.9627 0 .975 1 0.9876 1. 0000 Trans ect 6600 Ar e a : 0 .00 01 0 .0003 0.0006 0.0010 0 .0016 0.00 2 3 0.003 1 0.00 41 0 .0052 0.0064 0.00 7 7 0.0092 0 .0 1 08 0.0125 0 .0143 0 .0 1 63 0 .018 4 0.0206 0.0230 0 .0255 0.02 81 0 .0320 0.0375 0 .0446 0.0532 0 .06 3 3 0 .0791 0 .0960 0 .1137 0 .1322 0 .1534 0 .1 863 0 .2 1 99 0 .254 1 0 .2891 0.32 4 9 0 .3625 0 .4024 0.4445 0 .4887 0.5350 0 .5825 0. 63 11 0 .6807 0 .7316 0.7834 0 .8362 0.8899 0.9445 1 .0000 Hr ad : 0 .0384 0 . 0768 0 .1153 0.1537 0 .1921 0 .23 0 5 0.2689 0 .307 4 0 .3458 0 .3842 0 .4 226 0 .46 1 0 0.499 5 0.5379 0.5763 0.6 14 7 0.6531 0 .69 1 6 0 .7300 0 .7684 0.8068 0 .6963 0 .5948 0 .5359 0 .5031 0. 4871 0 . 4 627 0.4753 0 .4954 0 .5196 0 .53 84 0 .5341 0 .5466 0 .5677 0 .5938 0 .6 1 63 0 .6313 0 .649 1 0 .6688 0 .6896 0 . 71 6 1 0 .7466 0. 7771 0.8076 0 .8381 0 .87 0 2 0.902 8 0 .9353 0.9677 1 .0000 Wi d t h : 0 .0023 0 .00 4 6 0.0068 0 .0091 0 . 0114 0 .0 1 37 0 .0 1 59 0.0182 0 .0205 0 .0228 0 .0250 0 .0273 0. 0296 0 .0319 0 .0342 0 .036 4 0 .0387 0.04 1 0 0 .0433 0 .0455 0 .0 4 78 0.086 1 0 .1130 0 .1 400 0 .1 669 0 .1938 0 .29 48 0.3087 0 .3227 0 .3367 0 .5 80 9 0.593 4 0.606 0 0.6 1 85 0.6310 0 .65 3 4 0 .6926 0.73 1 8 0 . 77 11 0 .8103 0.8383 0.8582 0 .8780 0 .8978 0 .9177 0 .93 47 0 .95 1 0 0 .96 74 0.9837 1. 0000 Tr a nse ct 6800e Ar ea : 0 .0002 0 .0006 0 . 00 14 0 .0025 0 .0040 0.0057 0 .0078 0 .0102 0 .0129 0 .0159 0.0 1 97 0 .0253 0 .0326 0 .0417 0.0526 0.0652 0 .0797 0 .0959 0 .1138 0 .1336 0.1550 0 .1777 0 .20 1 6 0 .2267 0 .2528 0.2795 0 .3066 0 .33 40 0 .3619 0 .3902 0.4 18 9 0 .4478 0 .4769 0 .5063 0 .5358 0 .56 55 0 .595 4 0.6256 0 .6559 0 . 6864 0 .7172 0.7480 0 .779 1 0.8102 0 .84 1 5 0 . 8729 0 .9045 0.9362 0.9680 1.0000 Hrad : 0 .02 1 6 0 .0433 0.0649 0.0865 0 .1082 0 .1298 0 .15 14 0 .1731 0.1947 0 .2163 0 .24 57 0 .258 5 0. 2620 0 .2630 0 .2645 0. 2 67 4 0 .27 1 9 0 .2778 0 .2849 0.2930 0.30 47 0 . 3196 0 .3352 0 .3509 0 .3704 0 .3938 0 .4176 0.44 1 6 0 . 4 658 0 .4900 0.5 1 46 0.5398 0.5651 0 .5905 0 .6159 0 .64 1 4 0.6668 0 .6923 0 .7177 0 .7431 0.7685 0 .7943 0 .8202 0 .8460 0 .8718 0 .8975 0 .9232 0.9488 0 .9745 1 .0000 Wid t h : 0 .0099 0 .0199 0.0298 0 .0397 0 .0497 0 .0596 0 .0695 0.0795 0 .0894 0.0993 0 .1 455 0 .2 009 0 .2 564 0 .3118 0 .3673 0.4227 0 .4782 0.5336 0 .5890 0.6445 0 .6892 0 . 7265 0 .7639 0 .8012 0 .8259 0 .83 8 6 0 .851 4 0.86 4 1 0 . 87 68 0 .8895 0 .89 97 0 .9060 0 .9122 0 .9185 0 .9247 0 .93 1 0 0 .9373 0.9435 0 .9498 0 .9561 SWMM 5 -Prop Interim 1 100 Year Pag e 10 0. 9620 0 . 9662 0 .9704 0.9746 0.9789 0.983 1 0 .9873 0 .9915 0 .9958 1 .0000 Transect 6800m Area: 0 .0002 0 .0008 0 .0019 0 .0033 0 .0052 0 .0075 0 .0102 0 .0133 0 .0168 0 .0207 0.0251 0 .0299 0 .0350 0.0406 0 .0468 0 .0534 0 .0607 0 .0685 0 . 0768 0 .0858 0 .0952 0 .1053 0 . 1159 0 .1270 0 .1388 0 .1510 0 .1639 0.1773 0 .1916 0 .2079 0 .2261 0 .2462 0.2683 0 .2924 0 .3184 0 .3463 0 .3762 0.4081 0 .4419 0 .4777 0 .5154 0 .5550 0.5967 0 .6420 0 .6915 0 .7453 0 .8033 0 .8656 0 .9319 1 .0000 Hrad : 0 .0277 0 .0554 0 .0831 0 .1108 0 .1386 0 .1663 0 .1940 0 .2217 0 .2494 0 .2771 0.3048 0.3325 0 .3602 0.3857 0 .4050 0 .4256 0 .4473 0 .4698 0 .4930 0 .5168 0 .54 1 0 0 .5655 0 .5905 0 .6156 0 . 6411 0.6667 0.6925 0 .7185 0 .7633 0.8063 0 .8411 0 .8694 0 .8924 0. 9114 0 .9274 0.9411 0 .9531 0 .9640 0.9742 0.9839 0 .9933 1 .0027 1 .0091 1. 0062 1. 0025 0.9983 0 .9940 0 .9898 0 .9909 1.0000 Width : 0 .0060 0 .0120 0 .0181 0 .0241 0 .0301 0.0361 0 .0422 0 .0482 0 .0542 0 .0602 0 .0663 0 . 0723 0 .0783 0 .0848 0 .0930 0 .1011 0 .1092 0 .1174 0 .1255 0 .1337 0 .14 1 8 0 .1499 0 .1581 0 .1662 0 .1744 0 .1825 0 .1906 0 .1988 0 .2219 0 .2502 0 .2786 0 .3069 0 .3352 0 .3636 0 .3919 0 .4203 0 .4486 0 .4770 0 .5053 0 .5337 0 .5620 0 .5904 0 .6270 0 .6887 0 .7505 0.8122 0 .8740 0 .9357 0 .9791 1 .0000 Transect 6800w Area: 0 .0000 0 .0002 0 .0004 0 .0006 0 .0010 0.0014 0 .0020 0 . 0026 0.0037 0 .0050 0 .0067 0 .0087 0 .0110 0.0137 0 .0167 0 .0200 0 .0237 0 .0276 0.0320 0 .0366 0 .04 1 6 0 .0472 0 .0551 0 .0655 0 .0782 0 .0935 0 . 1111 0 .1312 0.1537 0 .1780 0 .2041 0 .2319 0 . 2 614 0 .2927 0 .3256 0 .3604 0 . 3966 0 .4343 0.4735 0 .5141 0 .5561 0 .5996 0 .6446 0 .6910 0 .7389 0.7882 0 .8390 0 .8912 0 .9449 1 .0000 Hrad : 0 .0331 0 .0662 0 .0993 0.1324 0.1655 0 .1986 0 .2317 0 .2062 0 . 2064 0 . 2211 0 .2425 0 . 2 67 6 0 .2950 0 .3237 0 .3535 0 .3840 0 .4151 0 . 4 4 65 0 .4782 0 .5102 0 .5424 0 .5877 0 .6155 0 .6212 0 .6163 0 .6080 0 .6002 0 .5947 0 .5940 0 .6003 0.6101 0 .6225 0 .6366 0 .6522 0 .6689 0 . 6871 0 .7076 0. 7288 0 .7505 0 . 7725 0 .7948 0. 8 1 72 0 .8398 0 . 8 62 6 0 .8854 0.9082 0. 9311 0.9541 0 .9770 1 .0000 Width : 0 .0014 0.0029 0 .0043 0 .0057 0 . 0071 0 .0086 0 .0 1 00 0 .0152 0 .0211 0 .0270 0 .0330 0 .0389 0 .0448 0 .0507 0 .0566 0 .0625 0 .0684 0 .0743 0.0802 0 .0861 0 .0920 0 .1195 0 .1632 0.2069 0 .2506 0.2943 0 .3380 0 .3817 0 .4199 0 .4510 0 .4820 0 .5131 0 .5441 0 .5752 0 .6062 0.6358 0 .6618 0.6878 0 . 7138 0.7399 0.7659 0 .7 919 0 .8179 0 .8439 0 .8699 0.8959 0 .9220 0 .9480 0 .9740 1. 0000 Transect 6896e Area: 0 .0001 0 .0005 0.0011 0 .0019 0.0029 0 .0042 0 .0058 0 .0075 0.0095 0 . 0118 0 .0154 0.02 1 0 0 .0284 0 .0377 0.0489 0.0620 0 .0770 0 .0939 0 . 1127 0.1334 0 .1556 0 .1789 0 .2033 0 .2287 0 .2550 0 .2817 0 .3088 0 .3363 0 .3642 0 .3924 0 .4211 0 .4499 0 .4790 0 .5083 0 .5378 0 . 5 67 6 0 .5975 0. 6277 0 .6581 0 .6888 0. 7196 0 .7505 0.7815 0 .8126 0 .8437 SWMM 5 -Prop Interim 1100 Year Pa ge 11 0.8748 0.9060 0.9373 0.9686 1.0000 Hrad: 0 .0219 0.0439 0.0658 0.0878 0.1097 0 .1316 0.1536 0.1755 0.1975 0.2228 0 .2384 0 .2350 0.2289 0.2252 0 .2250 0.2278 0 .2328 0.2397 0.2479 0.2571 0 .2731 0.2908 0.3089 0.3270 0.3501 0 .3750 0.4000 0.4251 0.4502 0.4752 0 .5007 0. 52 64 0.5522 0.5780 0 .6038 0.6295 0 .6552 0.6808 0.7064 0.7319 0 .75 76 0 .7844 0. 8113 0.8382 0 .8652 0 .8921 0.9191 0.9461 0.9730 1 .0000 Width: 0 .0075 0.0150 0.0225 0 .0300 0 .0375 0 .0450 0 .0525 0 .0600 0 .0675 0 .0859 0.146 1 0 .2064 0 .2666 0. 32 69 0 .3871 0 .4474 0 .5077 0.5679 0 .6282 0 .6884 0 . 725 1 0 .7590 0.7929 0.8268 0 .8441 0 .8566 0 .8690 0.8814 0.8939 0 .9063 0 .9155 0 .9226 0. 9296 0 .9366 0.9436 0.9506 0 .9576 0.9646 0. 9716 0 .9786 0.9842 0 .9 859 0.9877 0.9894 0 .9912 0 .9930 0 .9947 0.9965 0 .9982 1 .0000 Transect 6896m Are a: 0.000 1 0 .0006 0. 0013 0 .0024 0.0037 0.0053 0. 0072 0.0094 0.0120 0 .0147 0 .0177 0 .0209 0.0242 0.0278 0 .0315 0.0354 0 .0395 0.0438 0 .0483 0 .0530 0.0578 0 .0633 0 .0702 0.0785 0 .0883 0.099 5 0 . 1122 0.1263 0.1419 0 .1589 0 .1774 0 .1973 0.2187 0.2427 0 .2704 0.3015 0 .3363 0.3746 0.4157 0 .4592 0.5053 0 .5539 0.6050 0 .6587 0 .7147 0 .7715 0 .8284 0.8855 0.9427 1.0000 Hrad : 0 .0325 0 .0649 0.0974 0.1299 0 .1624 0.19 48 0.2273 0.2598 0.2923 0 .3314 0.37 41 0 .4156 0.4561 0.4958 0 .5347 0.5730 0.6 107 0.6480 0.6849 0 .7214 0 .7576 0 .8085 0.8426 0.8603 0 . 8671 0.8673 0 .8640 0.8595 0.8551 0 .8515 0.8493 0 .8486 0.8482 0.8318 0 .8177 0.8044 0 .79 24 0.7861 0 .7895 0 .7951 0.8026 0 .8 117 0.822 1 0.8336 0 .8495 0.8758 0.9044 0.9349 0.9669 1 .0000 Width: 0.0051 0 .0103 0.0154 0.0206 0 .0257 0.0309 0 .0360 0.0411 0.0463 0 .0503 0.0536 0 .0568 0.0601 0.0633 0 .0666 0.0698 0 .0731 0.0763 0.0796 0 .0828 0.086 1 0 .1074 0.1327 0.1579 0 .1 831 0.208 4 0 .2336 0.2588 0.2841 0 .3093 0.33 4 6 0 .3598 0. 3872 0 .4497 0.5122 0.57 47 0 . 6372 0.6932 0.7370 0 .7809 0 .8248 0 .8686 0.9125 0 .9564 0 .9880 0.9904 0 .9928 0.9952 0.9976 1 .0000 Transect 6896w Area : 0.000 1 0.0003 0.0008 0 .0015 0 .0024 0 .0036 0.0049 0 .0065 0 .0084 0 .0104 0.0127 0 .0152 0.0179 0.0208 0 .0240 0.0274 0.0310 0.0349 0.0392 0 .0439 0.0492 0 .0550 0 .0614 0 .0682 0 .0755 0.0833 0 .0917 0 .1 005 0.1099 0 .1197 0 .130 1 0 .1410 0.1523 0.1643 0 .17 96 0.2000 0 .2255 0. 2562 0.2920 0.3329 0 .3789 0.4298 0.4853 0 .5452 0.6097 0.6787 0 .7523 0.8303 0 .9129 1.0000 Hrad: 0.0457 0 .0871 0 .1278 0 .1714 0 .2161 0.2613 0 .3067 0.3523 0 .3980 0 .4438 0.4896 0 .5355 0. 5813 0 . 6272 0 .6732 0. 719 1 0 .7650 0 .8223 0 .9026 0.9701 1.0277 1. 0775 1.1213 1.1606 1.1 964 1.2296 1. 2608 1.2906 1. 3193 1.3472 1.3746 1. 4015 1.4282 1. 4355 1. 3564 1. 2919 1.2271 1. 1648 1.1087 1.0607 1. 0214 0 .998 1 0.9829 0 .9736 0 .9693 0.9693 0 . 9728 0.9794 0.9886 1 .0000 Width: 0 .0019 0 .0040 0.0065 0 .0091 0 . 0116 SWMM 5 -Prop Interim 1100 Ye ar Pa ge 12 0 .0141 0.0166 0 .0191 0 .0216 0.0241 0.0267 0.0292 0.0317 0 .0342 0.0367 0.0392 0 .0418 0.0451 0 .0508 0 .0564 0.0621 0.0678 0.0734 0 .0791 0.0848 0 .0905 0. 0961 0.1018 0 .1075 0.1132 0 .1188 0.1245 0.1302 0 .1425 0.1998 0 .2572 0.3145 0. 3718 0 .4291 0 . 4864 0 .5438 0.5952 0.6458 0 .6964 0.7470 0 .7976 0.8482 0 .8988 0 .9494 1. 0000 Transect 6983e Area : 0.000 1 0.0002 0.0005 0 .0009 0 .0013 0 .0019 0.0026 0 .0034 0 . 0043 0.0054 0.0066 0.0079 0 .0093 0 .0108 0.0125 0.0143 0.0192 0 .0318 0 .0530 0 .0809 0.1098 0.1396 0.1695 0 .1996 0 .2296 0.2598 0 .2900 0 .3202 0 .3505 0.3809 0.4113 0 .4417 0 .4723 0 .5029 0 .5335 0.5642 0 .5950 0.6258 0 .6567 0.6877 0. 7187 0.7498 0 .7809 0 .8120 0.8432 0.8745 0.9058 0. 9372 0 .9686 1 .0000 Hr ad: 0. 0211 0.0421 0.0632 0 .0842 0.1053 0 . 12 63 0.1474 0.1685 0 .1865 0.2052 0.2244 0 .2440 0 .2639 0 .2841 0 .3044 0.3249 0 .2774 0.1916 0 .0790 0.1050 0.1316 0 .1597 0 .1899 0 .2202 0 .2507 0.2812 0.3116 0 .3421 0 . 3725 0.4029 0 .4331 0.4633 0 .4934 0 .5234 0.5535 0 .5834 0 .6133 0 .6431 0 . 6729 0.7026 0 .7325 0. 7625 0.7923 0 .8222 0.8520 0 .8817 0 . 9113 0 .9409 0 .9705 1 .0000 Width : 0 .0034 0.0068 0.0102 0 .0136 0.0170 0 .0204 0.0238 0.0272 0 .0312 0.0352 0 .0393 0.0433 0.0474 0 .0514 0.0555 0 .0595 0.2774 0.5271 0 .8690 0.9017 0 .9343 0 .9516 0.9533 0 .9550 0. 95 68 0 .9585 0 . 9602 0 .9619 0 .9636 0 .9654 0 .9673 0 . 9692 0. 9712 0 .9731 0.9750 0 .9770 0 .9789 0 .9808 0 .9828 0.9847 0 . 98 64 0 .9879 0 .9894 0 .9909 0 .9924 0.9939 0 .9955 0 .9970 0 .9985 1.0000 Transect 6983m Area: 0 .0000 0 .0001 0.0003 0.0005 0.0009 0 .0012 0 . 0017 0 .0022 0 .0028 0.0034 0 .0041 0.0049 0.0057 0 .0067 0.0077 0 .0087 0 .0098 0 . 0110 0 .0124 0.0151 0. 0196 0 .0260 0 .0342 0 .0442 0.0560 0 .0696 0 .0851 0.1023 0 .1214 0.1423 0.1650 0 .1896 0 .2159 0 .2441 0.2787 0 .3 1 81 0 .3600 0 .4042 0 .4504 0.4973 0.5448 0 .5929 0 .6416 0.6910 0.7409 0.79 1 5 0 .8427 0 .8945 0 .9469 1.0000 Hrad : 0.0342 0 .0684 0.1026 0 .1368 0 .1711 0.2053 0 .2395 0 .2737 0 .3079 0 .3421 0 .3763 0.4105 0 .4448 0 .4790 0.5132 0 .5474 0 .5816 0 .6158 0 .6541 0 .6337 0.5678 0.5056 0. 4 612 0.4338 0.4195 0 .4146 0 .4164 0 .4231 0.4333 0 .4462 0 .46 11 0 .4777 0 .4954 0 .5142 0.4643 0 .4839 0.5046 0. 52 60 0 .5595 0.5980 0 . 6372 0 .6769 0.7170 0 .7572 0.7977 0 .8382 0 .8787 0.9192 0 . 9596 1.0000 Width : 0 . 0013 0.0025 0.0038 0.0051 0.0064 0 .0076 0.0089 0.0102 0. 0115 0.0127 0 .0140 0.0153 0.0166 0 . 0178 0.0191 0 .0204 0.0217 0 .0229 0 .0340 0.0681 0 .1022 0.1362 0.1703 0 .2044 0.2384 0. 2725 0.3066 0.3406 0 .3747 0.4088 0 .4428 0 .4769 0. 5110 0.5451 0. 7160 0 . 7 613 0 .8067 0.8521 0 . 8725 0.8841 0 .8957 0.9073 0.9189 0.9305 0.9421 0.9536 0.9652 0. 97 68 0.9884 1 .0000 Transect 6983w Area: 0.0003 0.0008 0. 0014 0 .0020 0.0028 0 .0037 0.0047 0.0058 0.0070 0 .0082 SWMM 5 -Prop Interim 1100 Year Page 13 0.0096 0 . 0111 0 .0126 0 .0143 0 .0161 0.0179 0 .0199 0 .0222 0 .0256 0.0301 0.0356 0 .0422 0 .0499 0 .0587 0.0685 0.0795 0 .0914 0 .1045 0 .1186 0 .1338 0.150 1 0 .1675 0 .1859 0 .2125 0 .2513 0 .29 1 6 0 .3332 0 .3762 0 .4205 0.4663 0 .513 4 0.5620 0 .6119 0 .6632 0 .7159 0 .7699 0 .8254 0 .8822 0 .9404 1. 0000 Hrad : 0 .0455 0 .1098 0 . 1664 0 .2183 0. 2673 0.314 1 0.3595 0 .4038 0 .4472 0 .4900 0.5323 0 .5742 0 .6157 0 .6569 0 .6979 0.738 7 0 .7793 0 .8322 0 .8487 0 .8384 0 .8 166 0 .7927 0 .771 4 0 .7546 0 .7428 0 .7358 0 .733 1 0 .7341 0 .7382 0 .7450 0 .754 1 0 .765 1 0 . 7777 0 .6507 0 .6287 0.6256 0 .6340 0 .6497 0 .6704 0.6944 0. 7208 0 .7489 0.7784 0.8087 0.8397 0. 8712 0 .9031 0 .9353 0 .9676 1. 0000 Width : 0.0075 0 .0091 0 .0 1 07 0 .0123 0 .0139 0.0155 0 .0171 0.0187 0 .0203 0 .0219 0 .0235 0 .0251 0 .0267 0 .0283 0 .0299 0.03 1 5 0 .0331 0.0475 0 .0653 0.0831 0.100 9 0.1 187 0 .1 365 0 .1 543 0 .1721 0 .189 9 0 .2077 0 .2255 0 .2433 0.2611 0.2789 0 . 2967 0 .3 1 45 0 .6328 0 .6557 0.6787 0 .7016 0 .7246 0 .7475 0.7705 0 .793 4 0 .8164 0 .8393 0 .8623 0 .8852 0 .9082 0 . 9311 0 .954 1 0 .9770 1 .0000 Transect 72 29e Area: 0 .000 1 0 .0002 0 .0005 0 .0009 0 .0014 0 .0020 0 .0027 0 .0036 0 .0045 0.0056 0.0068 0 .0081 0 .0095 0 . 0110 0 .0162 0.0239 0 .0326 0.0425 0 .0534 0 .0654 0.0785 0 .0927 0 .1 080 0 .1 243 0.1418 0 .1603 0 .1799 0 .20 1 6 0 .2281 0.2595 0 .295 3 0 .3317 0 .3682 0 .4 047 0.4413 0 .47 8 0 0 .5147 0 .55 14 0 .5882 0 .6250 0 .6619 0 .6990 0 .7 36 1 0 .7734 0.8109 0.8484 0 .8861 0 .9240 0 . 9619 1. 0000 Hrad : 0 .0242 0 .0484 0. 0725 0 .0967 0 .1209 0 .1451 0 .1692 0 .193 4 0 .2176 0.2418 0 .2659 0 .2901 0 .3 1 43 0.3385 0.1217 0 .1604 0 .1945 0 .2252 0 .2535 0 .2798 0 .304 7 0 .3284 0 . 3511 0 .3731 0.3944 0 .4152 0 .4355 0 .434 1 0 .4301 0.4283 0 .438 0 0 .4617 0 .48 7 8 0 .5155 0.5445 0.5743 0 .6049 0 .6359 0 .6674 0.6993 0. 729 0 0 .758 4 0 .7880 0 .8 1 78 0 .8479 0.878 1 0 .9084 0 .9388 0 .9694 1. 0000 Width : 0.0029 0 .0059 0 .0088 0 . 0117 0.0147 0 .0176 0 .0205 0 .0235 0 .0264 0 .0293 0.0323 0 .0352 0 .038 1 0 .0411 0.1866 0.215 1 0 .2436 0.2721 0 .3006 0.3291 0.3575 0 .3860 0 .4145 0 .4430 0. 4715 0 .5000 0 .5285 0 .6299 0 .7585 0. 8871 0 .9545 0 .9558 0 .9571 0 .9584 0 .9597 0 .9610 0 .9623 0 . 9636 0 . 9649 0.9661 0 .9690 0 . 9725 0 .9759 0 .9794 0 .9828 0 .9862 0 .9897 0 .9931 0 . 9966 1.0000 Transect 7229m Area: 0 .000 1 0 .000 4 0.0008 0 .0015 0.0023 0.0033 0 .00 4 6 0 .0059 0 .0075 0.0093 0 .0112 0 .013 4 0 .0157 0 .0182 0 .0209 0 .0238 0 .0269 0 .0310 0 .0369 0 .0446 0 .054 1 0 .0654 0 .0786 0 .0935 0 .1102 0 .1288 0 .1491 0 .1713 0 .1952 0 .2210 0 .248 6 0 .2779 0 .3093 0 .3430 0.3791 0.4176 0 .4578 0 .4981 0 .5386 0.5793 0 .620 1 0 .6610 0 .7021 0 .7434 0 .7848 0 .8263 0 .8680 0 .9099 0 .9537 1. 0000 Hr ad : 0 .0283 0 .0567 0 .0850 0 .1134 0 .1417 0 .1701 0 .1984 0 .2268 0 .2551 0.2835 0. 3118 0 .3402 0.3685 0 . 3969 0.4252 0 .4536 0 .482 4 0 .5092 0 .5079 0.4942 0 .47 78 0 . 4 634 0 .4528 0 .4462 0.4433 SWMM 5 -Prop Interim 1100 Year Page 14 0 .4436 0 .4465 0 .4517 0 .4587 0. 4672 0 .4770 0 .4878 0 .4985 0 .5092 0 .5204 0.5319 0 .5602 0.5928 0 . 6262 0.6602 0.6947 0 . 7294 0 . 7 645 0 .7998 0.8352 0 .8708 0.9065 0 .9402 0.9706 1 .0000 Width : 0 .0039 0 .0078 0 . 0117 0 .0157 0.0196 0 .0235 0 .027 4 0 .0313 0 .0352 0 .0391 0 .0431 0 .0470 0 .0509 0 .0548 0.0587 0.0626 0 .0674 0.1055 0.1435 0.1815 0 .2195 0 .2575 0 .2955 0 .3335 0 .3 715 0 .4095 0 .4475 0 .4856 0 .5236 0.5616 0. 5996 0 .6376 0.6842 0 .7351 0.7860 0 .8369 0 .8484 0 .8515 0 .8546 0 .8577 0 .8608 0 . 8639 0 .8670 0 .8701 0.8731 0.8762 0.8793 0. 8971 0.9486 1.0000 Transect 7229w Area : 0 .000 1 0 .0002 0 .0005 0.0009 0. 0013 0 . 0019 0 .0028 0 .0041 0.0056 0.0075 0 .0097 0 .0122 0 .0150 0.0181 0.0216 0 .0254 0 .0295 0.0340 0 .0388 0.0438 0 .0492 0 .0550 0 .0610 0 .0674 0.0741 0 . 0811 0 .0885 0.0974 0 .1126 0 .13 12 0 .1530 0 .1780 0.2064 0 .2380 0.2728 0 . 3110 0 .3523 0 .3952 0 .4392 0.4845 0 .5308 0 .5783 0 .6270 0. 67 68 0 . 7278 0 .7799 0 .8332 0.8877 0.9433 1 .0000 Hrad : 0 .0321 0 .0642 0. 0962 0.1283 0.1604 0 .1696 0 .1728 0.1895 0.2121 0.2378 0. 2 653 0 .2940 0 .3235 0.3535 0.3839 0 .4146 0.4456 0.4767 0.5081 0 .5395 0 .5710 0 .6026 0.6343 0.6661 0.6979 0 . 7298 0 .7617 0 .7865 0.7795 0 .7641 0 .7459 0 . 7287 0. 7140 0 .7026 0.6947 0 .6900 0.6912 0.7051 0. 7228 0.7433 0 .7657 0 .7895 0.8143 0.8398 0.8658 0 .8923 0.9190 0 .9459 0. 9729 1.0000 Width: 0.001 9 0 .0037 0.0056 0 .0075 0.0093 0.0129 0.0185 0 .0241 0 .0297 0 .0353 0 .0410 0 .0466 0.0522 0 .0578 0 .0635 0 .0691 0 .0747 0.0803 0 .0859 0 .0916 0 . 0972 0.1028 0.1084 0 .1140 0 .1197 0 .1253 0.1309 0.2379 0.2949 0 .3519 0.4089 0. 4 659 0.5229 0.5799 0.6369 0 .6939 0.7386 0.7587 0 .7788 0 .7989 0.8190 0.8391 0.8592 0.8793 0.8995 0.9196 0.9397 0 .9598 0.9799 1.0000 Transect 7431e Area: 0.0001 0.0002 0 .0005 0 .0010 0.0015 0 .0022 0.0053 0. 0114 0.0181 0.0255 0 .0335 0.0421 0 . 0513 0. 0611 0.0716 0 .0826 0 .0943 0.1066 0 .1195 0.1331 0.1472 0 .1628 0 .1807 0.2009 0.2234 0.2482 0.2753 0.3047 0.3358 0.3670 0.3983 0 .4296 0 .4609 0. 4 923 0.5237 0 .5552 0 .5867 0 .6182 0.6498 0. 6814 0 . 7131 0 .7448 0.7766 0 .8084 0.8402 0 .8721 0.9040 0 .9360 0.9680 1. 0000 Hr ad : 0 .0206 0.0411 0.0617 0.0822 0.1028 0.1233 0.0387 0.0766 0 .1116 0.1441 0.1745 0.2032 0.2305 0.2564 0.2812 0.3050 0.3279 0.3501 0.3717 0.3926 0 .4130 0.4153 0.4193 0.4239 0.4285 0.4333 0.4382 0.4433 0 .4592 0.4802 0.5025 0.5258 0.5499 0.5745 0.5997 0.6252 0.6510 0.6771 0.7035 0.7300 0 .7566 0.7834 0.8102 0. 8372 0 .8642 0.8913 0 .9184 0.9456 0 . 9728 1 .0000 Width: 0.0037 0.0075 0. 0112 0.0150 0.0187 0.0225 0.1816 0 .2008 0.2201 0 .2393 0.2585 0.2778 0.2970 0.3162 0.3355 0.3547 0.3739 0.3932 0.4124 0.4316 0.4509 0 .5220 0 .5939 0.6657 0 .7376 0.8095 0.8814 0 .9532 0. 9729 0.9742 0.9755 0.9768 0.9781 0.9794 0.9807 0 .9820 0 .9832 0 .9845 0.9858 0 . 9871 SWM M 5 -Prop Interim 1 100 Ye ar Page 15 0 .988 4 0.9897 0 .99 1 0 0 .9923 0 .9936 0 .9948 0 . 9961 0 .9974 0 .9987 1 .0000 Transect 743lm Area : 0.000 1 0.0003 0 .0006 0 .0012 0 .0018 0 .0026 0.0035 0 .00 4 6 0 .0058 0.0072 0 .008 7 0.0104 0.0122 0 .0 1 41 0 .0162 0 .0 1 8 4 0.0208 0 .0233 0 .0260 0 .0288 0 .03 18 0.0349 0 .0381 0 .0415 0 .0450 0 .048 7 0 .0525 0 .0595 0 .0788 0 .1011 0 .12 6 3 0.1545 0 .1856 0 .2 1 96 0 .2566 0 . 296 5 0.3393 0 .38 51 0 .4 338 0 .4838 0 .53 4 1 0 .58 4 7 0 .635 6 0 . 68 68 0 .7383 0 .790 0 0 .842 1 0 .8944 0 .9471 1.0000 Hrad: 0 .020 5 0 .0409 0 .06 1 4 0 .0818 0 .1023 0 .1227 0 .1432 0 .1636 0 .1 841 0 .2045 0 .2250 0 .2454 0 .2659 0.2863 0.3068 0 . 3272 0 .3477 0 .3681 0 .3886 0 .4090 0 .4295 0 .4499 0 .4 704 0 .4909 0 . 5113 0.53 18 0.5522 0 . 5371 0 .4 559 0.4225 0 .4 11 7 0 .4 1 33 0 .4 22 4 0 .436 1 0 .4530 0 .4720 0 .4925 0 .5 14 2 0 .5380 0.5 7 47 0 .6 136 0 .654 0 0 .6955 0 .7377 0 .7806 0 .8240 0 .8676 0 .9 11 6 0 .9557 1.0000 Width: 0.0027 0.0054 0 .008 1 0 .0 1 09 0 .0136 0 .0163 0.0 1 90 0 .0217 0 .0244 0.0271 0 .029 9 0 .0326 0 .0353 0 .0380 0 .0407 0 .043 4 0 .0461 0 .0488 0 .0516 0 .0543 0 .0570 0 .0597 0 .0624 0 .0651 0.0678 0 .0706 0 .0733 0 .3369 0 .3922 0 .4475 0 .5029 0.5582 0 .6135 0 .6688 0 .7241 0 .779 4 0.8347 0 .8901 0 .9398 0 .9453 0 .9508 0.9562 0 . 9617 0 .9672 0 . 9727 0 .9781 0.9836 0 .9891 0 .9945 1 .0000 Transect 743l w Area: 0 .000 0 0 .0001 0 .000 4 0 .0008 0. 0013 0 . 00 21 0 .0030 0 .004 1 0 .0053 0 .0068 0 .008 4 0 .0 1 02 0 .0 1 2 1 0 .0143 0 .0 1 66 0 .019 0 0 .0217 0 .0245 0 .0275 0 .0306 0 .034 4 0 .0401 0 .0479 0 .0579 0 .0700 0 .0842 0 .1005 0 .11 90 0 .1395 0 .1622 0 .187 1 0 .2140 0 .2431 0 .2743 0 .3076 0 .343 0 0 .3806 0 .4203 0 .4621 0 .5054 0 .549 8 0 .595 4 0 .6420 0 .6898 0 .7387 0 .7887 0 .8399 0 .892 1 0 .9455 1 .0000 Hrad: 0 .0 3 36 0.0604 0 .07 7 6 0 .1073 0 .1397 0 .1732 0 .2072 0 .24 1 5 0 .2760 0 .3 1 05 0 .3 45 2 0 .3 7 99 0 .4 14 7 0 .4494 0 .4 8 4 3 0 .5 1 9 1 0 .5539 0 .5888 0 .6237 0 .6586 0 .7033 0 . 7144 0 .6974 0 .6703 0 .6433 0 .6209 0.6043 0 .5934 0 .5875 0.5858 0 .5878 0.5926 0 .5999 0 .6092 0.6201 0 .6325 0 .6460 0 .6605 0 .6770 0.7037 0 .73 14 0 .7600 0 .7 892 0 .8188 0.8487 0 .8788 0 .9090 0 .9393 0 .9697 1 .0000 Width : 0 . 00 11 0.0026 0.0057 0.0088 0.0120 0 .0 1 5 1 0.0183 0 .02 1 4 0 .0245 0.0277 0 .030 8 0 .0339 0 .0371 0 .0402 0 .0434 0 .0 4 65 0.0496 0 .0528 0 .0559 0 .0590 0 .08 45 0.1 23 1 0 .1616 0 .2002 0 .2388 0 .2 7 7 4 0.3 1 59 0 .354 5 0 .3931 0 .4316 0 .4 7 02 0.5088 0 .5474 0 .5859 0 . 6245 0 .6631 0.70 1 7 0 .7402 0 .7768 0 . 7971 0 .8 1 7 4 0.8377 0 .8579 0 .8782 0 .8985 0 .9 1 88 0.9391 0 .9594 0 .9797 1 .0000 Transect 7993 Area : 0 .0001 0.0002 0 .0005 0 .0008 0 .0013 0 .00 1 9 0.0026 0 .0045 0 .0075 0 . 0115 0 .0166 0.0226 0 .0313 0 .0439 0 .0589 0 .0746 0 .0910 0 .1081 0 .1258 0 .1441 0 .1632 0 .1828 0 .2032 0 .2241 0 .2458 0 . 2 68 1 0 .2910 0 .3 1 47 0 .3389 0 .3638 0.389 4 0 .4156 0 .4 4 25 0 .4 701 0 .4 983 0 . 5271 0 .5567 0 .5868 0 . 617 6 0 . 64 91 0 . 68 13 0 .7141 0 .7475 0 .7816 0 .8164 SWMM 5 -Prop Interim 1 100 Year Pag e 16 0.8518 0.8879 0 .9246 0 .9620 1 .0000 Hrad : 0.0191 0.0382 0.0573 0 .0765 0 .0956 0.1147 0.1312 0 .0678 0 .0810 0.0968 0.1139 0.1316 0 .1073 0 .1191 0 .1462 0.1777 0 .2083 0 .2380 0 .2669 0 .2951 0.3227 0.3498 0.3763 0 .4024 0 .4281 0.4534 0 .4783 0 .5030 0 .5273 0 .5514 0.5752 0.5988 0.6222 0 .6453 0 .6683 0. 6911 0.7138 0 .7363 0 .7586 0 .7809 0.8030 0.8250 0.8468 0 .8686 0 .8903 0. 9118 0 .9333 0.9547 0 .9761 1.0000 Width: 0.0027 0 .0054 0 .0081 0 .0108 0 . 0135 0.0162 0.0279 0 .0657 0 .0923 0 .1189 0.1455 0.1721 0 .2916 0 .3685 0.4027 0.4199 0.4370 0 .4541 0.4713 0 .4884 0.5056 0 .5227 0.5399 0 .5570 0 .5741 0.59 1 3 0 .6084 0.6256 0 .6427 0 .6599 0. 6770 0.6941 0 .7113 0 . 7284 0 .7456 0.7627 0.7799 0 .7970 0 .8141 0 . 8313 0.8484 0.8656 0 .8827 0 .8999 0 .9170 0.9341 0. 9513 0 .9684 0 .9856 1.0000 Transect CAIN-OVER Area : 0.0003 0.0014 0.0031 0 .0055 0 .0087 0.0128 0 .0178 0.0237 0 .0306 0 .0383 0.0470 0.0567 0 .0694 0 .0850 0 .1012 0 .1180 0 .1354 0 .1533 0 .1718 0 .1907 0.2102 0 .2301 0 .2506 0. 2716 0 .2932 0.3153 0.3380 0 .3613 0 .3851 0 .4095 0.4345 0 .4600 0.486 1 0 .5127 0.5399 0.5676 0.5959 0 .6247 0.6541 0 .6839 0. 7144 0.7454 0 .7769 0 .8087 0 .8406 0. 8724 0.9043 0.9362 0. 9681 1 .0000 Hrad : 0.0160 0 .0319 0.0479 0 .0639 0 .0768 0.0898 0.1038 0 .1184 0 .1333 0 .1485 0.1 638 0 .1793 0.1444 0.1705 0 .1959 0.2207 0.2449 0.2693 0 .2934 0 .3171 0.3404 0 .3634 0 .3860 0 .4075 0 .4284 0 .4492 0.4696 0 .4899 0 .5100 0 .5298 0 .5497 0 .5693 0 .5889 0 .6083 0 .6277 0. 64 72 0.6666 0 .6858 0 .7050 0 . 7240 0.7429 0.7617 0 .7804 0 .8107 0 .8423 0.8738 0.9054 0 .9370 0 .9685 1.0000 Width : 0.0216 0.0433 0 .0649 0 .0866 0 .1133 0.1423 0 .1713 0 .2003 0 .2293 0 .2583 0 .2873 0.3162 0 .4808 0 .4989 0 .5170 0.5351 0.5532 0 .5697 0 .5857 0 .6017 0.6177 0.6337 0 .6497 0 .6669 0 .6847 0 .7024 0. 720 1 0.7379 0 .7556 0.7733 0.7909 0 .8084 0 .8259 0 .8433 0 .8605 0 .8775 0.8944 0. 9113 0 .9283 0 .9452 0.9621 0 .9790 0 .9960 0 .9980 0 .9983 0.9987 0.9990 0.9993 0 .9997 1 .0000 Transect DSofSiteExisting Area : 0.0000 0 .0001 0 .0003 0.0004 0 .0007 0.0010 0 .0014 0.0018 0 .0024 0 .0030 0.0037 0.0045 0.0055 0 .0065 0 .0076 0.0089 0 .0103 0.0118 0 . 0134 0 .0152 0.0212 0 .0318 0.0440 0 .0574 0 . 0719 0.0878 0 .1052 0 .1240 0 .1442 0 .1661 0.1915 0.2189 0 .2481 0 .2800 0 .3147 0.3507 0.3881 0 .4269 0. 4671 0 .5087 0.5516 0.5959 0 .6416 0 .6887 0 . 7371 0.7869 0.8381 0 .8907 0 .9447 1 .0000 Hrad : 0.0174 0.0348 0 .0522 0 .0696 0 .0869 0.1043 0.1217 0 .1375 0 .1515 0 .1651 0.1790 0.193 1 0 .2076 0 .2220 0 .2317 0.2429 0.2552 0 . 2 683 0.2820 0 .2963 0.2416 0.2140 0 .2207 0.2411 0 .2644 0 .2867 0.3125 0 .3398 0 .3677 0.3949 0.3922 0.4262 0.4597 0.4884 0 .5192 0.5508 0.5828 0 .6150 0 .6474 0 .6798 0 .7121 0 .7445 0 .7767 0 .8089 0 .8410 0.8730 0.9049 0.9367 0 . 9684 1 .0000 Width : 0.0010 0 .0020 0.0030 0 .0040 0 .0050 S WM M 5 -Prop Interim 11 00 Yea r Page 17 0 .0060 0 .0070 0 .0087 0.0105 0.0122 0.0139 0 .0157 0.0174 0.0192 0 .0214 0.0236 0 .0257 0.0279 0 .0301 0 .0323 0.174 4 0 .2040 0 .2285 0.2492 0.2712 0 .2968 0 .3225 0 .3482 0.3739 0.4120 0 .4734 0 .5051 0 .5359 0 .6066 0 .6312 0 .6558 0 .6804 0 .7050 0. 7295 0 .7541 0 .7787 0.8033 0 .8279 0.8525 0 . 8771 0.9017 0 .9262 0 .9508 0.9754 1 .0000 Transect DSofSiteRev Area : 0 .000 1 0 .0006 0 . 0013 0.0023 0.0036 0.0052 0.0070 0 .0093 0 .0120 0 .0153 0.0190 0 .0233 0 .0280 0 .0333 0 .0391 0.0455 0 .0526 0 .0603 0 .0686 0 . 0775 0 .0871 0 .0973 0.108 1 0 .1196 0.1317 0.1455 0 .1613 0 .1792 0 .1992 0 .2212 0 .2510 0 .2828 0 .3177 0.3538 0.3905 0.4277 0 .4654 0.5036 0 .5422 0.5814 0 . 6210 0 .6612 0.7018 0.7429 0 .7845 0.8266 0 .8692 0 .9123 0.9559 1. 0000 Hrad: 0.0210 0 .0421 0 .0631 0 .0842 0.1052 0 .1263 0 .1473 0 .1664 0 .1833 0 .1999 0.2166 0.2338 0 . 2513 0 . 2 687 0 .2805 0 .2941 0 .3089 0 .3248 0 .3414 0.3587 0 . 37 64 0 .3946 0 .4131 0.4319 0 .4421 0 .4366 0 .4385 0 .4437 0 .4507 0.4589 0 .3450 0.3821 0 .4149 0 .4487 0 .4850 0 .5212 0 .5572 0 .5930 0.6286 0.6638 0 .6988 0.7334 0 .7678 0.8019 0.8356 0 .8691 0 .9022 0.9351 0. 9677 1 .0000 Width: 0.0065 0.0130 0.0194 0 .0259 0 .0324 0 .0389 0.0454 0 .0564 0 .0676 0 .0789 0 .0901 0 .101 4 0.1126 0 .1241 0 .1383 0 .1524 0.1665 0 .1806 0 .1948 0.2089 0 .2230 0. 2371 0 .2513 0 . 2 654 0.2878 0 .3341 0 .380 4 0 . 42 68 0.4731 0 .5194 0 .6948 0.7523 0 .8108 0 .8223 0 .8334 0 .8445 0.8556 0 .8667 0 .8778 0.8889 0 .9000 0 . 911 1 0 .9222 0 .9334 0.9445 0 .9556 0. 9667 0 .9778 0 .9889 1.0000 Transect ExistingBarracksChann el Area: 0 .0004 0 . 0017 0.0037 0.0066 0.0104 0 .0149 0.0203 0 .0265 0 .0336 0.0417 0.0508 0.0609 0.0719 0 .0840 0. 0971 0 .1111 0. 12 62 0.1421 0 .1587 0 .1762 0 .1945 0 .2136 0 .2335 0 .2541 0.2756 0 .2979 0.3209 0.3448 0.3694 0 .3949 0.4211 0 .4482 0 . 4 7 60 0 .5046 0.5334 0.5625 0.5919 0 .6216 0 .6516 0. 6818 0 .7124 0.7432 0 .7743 0 .8057 0.8374 0 .8693 0.9016 0 .9341 0 . 9669 1 .0000 Hrad: 0 .0166 0.0332 0.0498 0.0665 0.0831 0 .0997 0 .1163 0 .1329 0.1475 0 .1616 0 .1763 0 .1913 0.2066 0 .2221 0.2378 0 .2536 0 .2706 0 .2898 0 .3088 0 .3275 0 .3460 0 .3644 0.3827 0 .4008 0.4188 0 .4368 0 .4546 0 .4723 0.4900 0.5076 0.5252 0 .5427 0.5601 0.5843 0. 6117 0.6388 0 .6658 0 .6925 0.7191 0.7454 0.7716 0.7976 0 .8235 0.8492 0.8747 0.9000 0 .9253 0.9503 0.9752 1 .0000 Width: 0 .0250 0 .0499 0 .0749 0.0998 0.1248 0 .1498 0 .1747 0 .1997 0 .2280 0 .2580 0.2880 0 .3181 0 .3481 0.3781 0 .4081 0 .4381 0 .4662 0 .4901 0.5141 0 .5381 0 .5621 0 .5861 0 .6100 0.6340 0.6580 0 .6820 0 .7060 0. 7299 0.7539 0 .7779 0 .8019 0 .8259 0.8498 0.8635 0. 8721 0 .8806 0 .8891 0 .8976 0 .9062 0.9147 0 .9232 0 .9318 0 .9403 0.9488 0.9574 0 .9659 0 .9744 0.9829 0 .9915 1.0000 Transect OW-OV ER Area : 0 .0074 0 .0 1 53 0 .0238 0.0327 0.0422 0 .0521 0. 0626 0 .0736 0.0852 0. 0972 SWMM 5 -Prop Interim 1100 Year Page 18 0 .1097 0.1228 0 .1364 0.1505 0 .1651 0.1802 0 .1958 0.2120 0.2286 0 .2458 0.2635 0.2817 0.3004 0.3196 0 .3394 0.3596 0 .3804 0.4017 0.4235 0 .4458 0 .4686 0 .4920 0.5158 0.5402 0 .5651 0 .5905 0 .6164 0.6428 0.6697 0 .6972 0 . 7252 0 .7536 0.7826 0 .8121 0 .8422 0 . 8727 0.9038 0.9353 0.9674 1 .0000 Hr ad: 0.0347 0 .0674 0.0982 0.1277 0 .1559 0 .1831 0.2094 0 .2350 0.2599 0 .2842 0 .3080 0 .3313 0.3543 0.3769 0 .3992 0.4212 0.4429 0 .4644 0.4856 0 .5067 0 .5276 0 .5484 0 .5690 0 .5894 0 .6097 0 .6299 0 .6500 0.6700 0.6899 0 .7097 0. 7295 0 .7491 0.7687 0.7882 0 .8077 0 . 8271 0.8464 0.8657 0.8849 0 .9041 0 .9232 0 .9423 0.9614 0.9804 0 .9994 1. 0184 1. 0373 1.0562 1. 0750 1 .0000 Width: 0.2133 0 .2276 0.2419 0.2562 0 . 2705 0.2848 0 .2991 0 .3134 0.3277 0 .3420 0 .3563 0 .3706 0.3849 0.3992 0 .4135 0 .4278 0 .4421 0. 4564 0.4708 0 .4851 0 .4994 0 .5137 0.5280 0.5423 0 .5566 0 .5709 0 .5852 0.5995 0 . 6138 0 .6281 0 .642 4 0 .6567 0. 6710 0.6853 0 .6996 0 .7139 0 . 7282 0 .7425 0 .7568 0 .7712 0 .7855 0 .7998 0. 8141 0.8284 0 .8427 0 .8570 0 .8713 0.8856 0 .8999 1 .0000 Transect PropSecA-A Area: 0 .0080 0 .0160 0.0241 0.0323 0 .0406 0 .0490 0 .0574 0.0659 0 .0745 0 .0832 0 .0919 0 .1008 0.1097 0 .1187 0 .1278 0.1369 0 .1461 0.1554 0 .1648 0 .1743 0 .1838 0 .1935 0 .2032 0.2130 0 .2228 0 .2354 0.2532 0.2763 0 .3045 0 .3345 0 . 3 64 8 0 .3953 0.4262 0.4574 0 .4890 0 .5208 0 .5530 0 .5855 0 .6183 0 .6514 0 .6848 0. 7186 0 .7527 0.7870 0 .8217 0.8568 0 .8921 0. 9277 0. 9637 1 .0000 Hr ad: 0.0070 0.0138 0.0205 0 .0270 0 .0334 0 . 0396 0.0458 0.0518 0 .0577 0 .0635 0 .0692 0 .0748 0 .0803 0 .0857 0 .0910 0 .0963 0 .1014 0.1065 0 .1115 0 .1164 0 .1213 0 . 12 61 0.1308 0.1355 0 .1401 0 .1450 0 .1499 0.1571 0.1692 0 .1909 0 .2173 0 .2472 0.2800 0.3150 0 .3519 0 .3902 0 .4299 0 .4706 0 .5121 0 .5545 0 .5974 0 .6409 0.6848 0. 7291 0 .7737 0 .8186 0 .8637 0 .9090 0.9544 1.0000 Width: 0 .2196 0 .2217 0.2239 0.2261 0 .2283 0 .2304 0 .2326 0.2348 0 .2370 0 .2391 0 .2413 0 .2435 0.2457 0.2478 0.2500 0 .2522 0 .2543 0.2565 0 .2587 0.2609 0 .2630 0.2652 0.2674 0.2696 0 .2717 0 .4167 0 .5616 0.7065 0.8174 0.8261 0 .8348 0 .8435 0 .8522 0 .8609 0.8696 0.8783 0 .8870 0.8957 0 .9043 0 .9130 0 .9217 0 .9304 0 .9391 0 .9478 0 .9565 0.9652 0 .9739 0.9826 0 .9913 1 .0000 Transect PropSecB-B Area : 0 .0059 0 .0118 0.0178 0 .0239 0 .0301 0 .0363 0 .0426 0.0489 0 .0554 0.0619 0 .0685 0 .0751 0.0818 0.0886 0 .0955 0 .1024 0 .1094 0. 1164 0 .1236 0 .1308 0 .1381 0 .1485 0 .1636 0.1833 0 .2054 0 .2277 0.2503 0.2732 0. 2964 0 .3198 0 .3435 0.3675 0.3918 0 . 4164 0 .4412 0 .4664 0.4918 0.5175 0.5434 0 .5697 0 .5962 0.6233 0.6540 0.6894 0 . 7295 0.7743 0.8237 0.8778 0.9366 1 .0000 Hrad: 0 .0676 0 .1334 0.1974 0 .2599 0 .3208 0.3803 0 .4384 0.4953 0.5509 0 .6053 0.6586 0 .7109 0. 7 621 0.8124 0.8618 0 .9103 0 .9580 1. 0049 1.0510 1.0964 1 .1430 1.1679 1.1496 1 .1038 1 .0653 SWMM 5 -Prop Interim 1100 Year Page 19 1 .0 428 1. 0311 1. 0271 1. 0288 1.034 7 1. 0 439 1.0556 1 .0694 1.0846 1 .1012 1 .1187 1.1371 1.1562 1.1758 1.1958 1. 2162 1. 2138 1.1743 1.1426 1 .1147 1 .0890 1. 064 8 1.0419 1. 0203 1 .000 0 Width : 0 .0898 0 .0909 0.0920 0 .0930 0 .0941 0 .09 51 0 .0962 0.0973 0 .0983 0 .0994 0.1005 0.10 1 5 0 .1026 0 .1037 0 .1047 0 .1 058 0 .1069 0.1079 0.1090 0 .1101 0 .122 8 0 .1938 0. 2 648 0 .3330 0.3373 0 .34 15 0 .3458 0.350 1 0 .3543 0 .3586 0 .362 8 0 .367 1 0. 3714 0 .3756 0 .3799 0 .38 41 0 .388 4 0 .3927 0 .3969 0 .4012 0 .4054 0.4320 0.5030 0 .5740 0 .6 450 0 .7160 0 .7870 0.8580 0.9290 1 .0000 Transect PropSecC -C Area : 0.006 3 0.0128 0.0194 0 . 02 62 0 .0331 0.0 401 0 .0473 0.0546 0 .0621 0 .0697 0 .0 7 75 0.0853 0.0934 0.1015 0 .1098 0 .11 83 0 .1278 0 .1450 0 .1630 0 .18 1 6 0.2008 0 .2205 0.2408 0. 2 6 1 7 0 .2831 0 .3052 0 .3278 0.35 1 0 0 .3747 0 .3991 0 .424 0 0 .4 4 95 0.4756 0 .5022 0 .5295 0 .5 5 73 0 .5856 0 .6 1 46 0.644 1 0 .6742 0 .7049 0. 7 362 0 .7680 0 .8004 0 .8333 0 .8664 0 . 8996 0.9329 0 .9664 1 .0000 Hrad : 0 .0487 0 .0951 0.1393 0 .1817 0 .222 3 0 .261 3 0.2989 0.3352 0.3704 0 .4044 0 .43 7 4 0.4695 0 .5007 0. 53 11 0 .5608 0 .5898 0.6 1 60 0.6069 0 .6047 0 .6074 0 .613 4 0.6215 0 . 6311 0.6418 0 .6532 0 .66 5 3 0.6777 0.6904 0 .7033 0 .7164 0 .7295 0 .7427 0.7559 0.7691 0 .7823 0 .79 5 5 0 .8086 0.8217 0.8347 0 .8477 0 .8 6 0 6 0.873 4 0.8862 0.8989 0.9143 0 .93 12 0 .9482 0.965 4 0.9827 1.0000 Width : 0 .1902 0.19 44 0.1986 0.2028 0 .2070 0 .21 1 2 0.2 1 53 0.2 1 95 0 .2237 0 .2279 0 .232 1 0.2363 0 .2 405 0 .2447 0 .2488 0 .2 5 30 0.426 4 0 .5259 0 .5430 0.5601 0 .5773 0 .594 4 0 . 6 11 5 0 .6286 0 .6457 0 .6629 0 .6800 0 .6971 0. 7142 0.7313 0 .748 5 0.7656 0.7827 0.7998 0.8169 0 .834 1 0 .8512 0 .8683 0 .8854 0 .9026 0 .9197 0.9368 0.9539 0 .9710 0 .9795 0 .9836 0 .9877 0.9918 0 .9959 1 .0000 Transect PropSecD-D Area : 0 .0002 0.0008 0.0017 0.0030 0 .0047 0 .00 6 8 0 .0092 0.0121 0 .0153 0 .0188 0 .022 7 0.0270 0 .031 5 0 .0365 0 .0418 0 .04 7 4 0.053 4 0 .0597 0 .0668 0 .0747 0 .09 15 0.120 1 0.1489 0 .1780 0 . 2072 0.236 7 0 .2663 0 . 2962 0 .3263 0 .3566 0 . 38 71 0 .4178 0.4488 0 .4799 0 . 5 11 3 0 .5429 0 .5746 0 .6066 0 .6388 0 . 6711 0.7035 0 .7360 0. 7686 0 .8013 0 .8342 0. 86 71 0 .9002 0.9333 0 . 9666 1 .0000 Hrad : 0 .0167 0.0334 0 .0500 0.0667 0 .0834 0.100 1 0.1167 0 .133 4 0 .1503 0 .1681 0 .1 857 0 .2032 0 .2205 0 .2 3 77 0 .25 4 9 0.2719 0.2890 0 .3057 0 .320 1 0 .3326 0.1 078 0 .1404 0 .1728 0 .2050 0 .2369 0 . 2 68 5 0 .3000 0 .3312 0 .3622 0 .3931 0.423 6 0.4540 0 .4842 0 .5 1 43 0 .5441 0 .57 3 7 0.6032 0 .6324 0 .6632 0 .6943 0. 7253 0.7562 0 .7870 0.8 1 77 0 .8483 0 .8789 0.9093 0.9396 0 .9699 1. 0000 Width : 0. 0 11 3 0.0225 0.0338 0.0451 0 .0563 0.0676 0.0788 0.0901 0 .1012 0 .1115 0.12 1 8 0 .1322 0 .1425 0 .1 528 0 .1631 0 .1 7 35 0.1838 0 .1994 0 .2247 0 .2500 0 .8523 0.8587 0 .8650 0 .8714 0 .8777 0 .8840 0.8904 0 .8967 0 .9031 0 .9094 0 .9 157 0.9221 0 .928 4 0 .9347 0 . 9411 0 .947 4 0.9538 0 . 960 1 0.9641 0 .9674 SWMM 5 -Prop Interim 1100 Ye ar Page 20 0 .9706 0 .9739 0 .9771 0 .9804 0 .9837 0.9869 0 .9902 0 .9935 0. 9967 1.0000 Transect RoadSec Area: 0.0006 0 .0024 0 .0053 0 .0094 0.0147 0.0212 0 .0288 0 .0376 0.0476 0 .0588 0. 0711 0 .0846 0 .0993 0 .1152 0 .1323 0.1505 0 .1699 0 .1902 0 .2107 0 .2312 0.2516 0 .2721 0 .2926 0 .3131 0.3336 0.354 1 0 .3746 0 .3951 0 .4156 0 . 43 61 0 .4566 0 .4772 0 .4978 0.5194 0 .5420 0.5655 0 .5901 0 .6156 0 .6422 0 .6697 0 .6982 0 . 7278 0 .7583 0 .7898 0 .8224 0 .8559 0 .8904 0 .9260 0 .9625 1 .0000 Hr ad : 0.0151 0 .0302 0 .0454 0 .0605 0.0756 0 .0907 0 .1059 0 .1210 0 .1361 0 .1512 0 .1664 0 .1815 0 .1966 0. 2117 0 .2269 0 .2420 0 .2571 0 . 2811 0 . 3110 0.3408 0.3705 0 .4002 0 .4299 0.4594 0.4889 0.5184 0 .5478 0 . 5771 0.6064 0 .6356 0.6648 0 .6939 0 . 7230 0 .7507 0 .7765 0.8004 0 .8226 0 .8432 0 .8623 0.8800 0. 8964 0 . 9116 0 .9256 0 .9387 0 .9508 0. 9621 0 . 9726 0 .9824 0 .9915 1 .0000 Width : 0.0309 0 .0618 0 .0928 0 .1237 0.1546 0.1855 0 .2165 0 .2474 0 .2783 0 .3092 0 .3402 0 .3711 0 .4020 0 .4329 0 .4638 0.4948 0 .5257 0 .5382 0 .5383 0.5385 0.5386 0 .5387 0 .5388 0 .5390 0 .5391 0 .5392 0 .5393 0.5394 0 .5396 0 .5397 0 .5398 0 .5399 0 .5540 0 .5802 0 . 6064 0 .6327 0 .6589 0 .6852 0 .7114 0 .7376 0 .7639 0 .7901 0 .8163 0 .8426 0 .8688 0 .8951 0 .9213 0 .9475 0 .9738 1 .0000 Transect RR-OVER Area: 0. 0017 0 .0042 0 .0074 0 . 0114 0.0161 0.0216 0 .0278 0 .0348 0 .0425 0.0509 0 .0601 0 .0700 0.0807 0 .0921 0.1043 0.1172 0 .1309 0 .1453 0 .1605 0 .17 64 0.1930 0 .2104 0 .2285 0 .2474 0. 2670 0.2874 0 .3085 0 .3304 0 .3530 0. 37 64 0.4005 0 .4253 0 .4509 0 .4772 0.5043 0.5321 0 .5607 0 .5900 0 .6201 0.6509 0.6825 0 .7148 0 .7478 0 .7816 0.8161 0.8514 0 .8874 0 .9242 0 . 9617 1 .0000 Hrad: 0.0318 0 .0571 0.0799 0 .1015 0.1225 0.1430 0 .1632 0.1833 0 .2032 0.2230 0.2428 0.2625 0.2821 0 .3017 0. 3213 0.3408 0 .3603 0 .3798 0 .3993 0 .4187 0.4382 0.4576 0 .4770 0 .4965 0.5159 0 .5353 0.5547 0 .5741 0 .5935 0 .6128 0.6322 0.6516 0. 6710 0 .6903 0.7097 0 . 7291 0.7484 0 .7678 0 . 7872 0.8065 0.8259 0.8452 0 .8646 0 .8839 0.9033 0.9226 0.9420 0.9613 0 .9807 1. 0000 Width: 0.0546 0.0739 0 .0932 0 .1125 0.1318 0.1510 0.1703 0.1896 0 .2089 0.2282 0.2475 0.2668 0 .2861 0 .3054 0.3247 0 .3440 0.3633 0 .3826 0 .4019 0.4212 0 .4405 0 .4598 0 .4791 0 .4983 0.5176 0 .5369 0.5562 0 .5755 0 .5948 0.6141 0.6334 0 .6527 0 . 6720 0 . 6913 0 . 7106 0 . 7299 0 .7492 0. 7 685 0 .7878 0.8071 0 .8264 0 .8456 0 .8649 0 .8842 0 .9035 0.9228 0 .9421 0.9614 0 .9807 1.0000 ********************* Control Actions Taken ********************* ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** ---------------- Total Precipitation ...... 594.779 11.000 Evaporation Loss ......... 0 .000 0 .000 SWMM 5 -Prop Interim 1100 Year Page 21 Infiltration Loss ....... . Surface Runoff .......... . Final Surface Storage ... . Continuity Error (%) .... . 97.424 493 .247 4.176 -0 .011 ************************** Flow Routing Conti nuity Volume acre -feet ************************** Dry Weather Inflow Wet Weather Inflow ...... . Groundwater Inflow ...... . RDII Inflow ............. . External Inflow ......... . External Outflow ........ . Internal Outflow ........ . Storage Losses .......... . Initial Stored Volume ... . Final Stored Volume ..... . Continuity Error (%) .... . ************************* Highest Continuity Errors ************************* Node MH-l-3A (-1.19 %) *************************** Time-Step Critical Elements *************************** Link RR-Cl (21.84 %) Link Pl.2-c (3 .14 %) Link SB (2.29 %) ******************************** Highest Flow Instability Indexes ******************************** Link P-l.3A (13) Li nk WP 3A ( 11) Link P-l.3C (10) Link Pl.2-a (10) Link Regl (8) ************************* Routing Time Step Summary ************************* Minimum Time Step Average Time Step Maximum Time Step Percent in Steady State Average I terations per Step *************************** Subcatchment Runo ff Summary *************************** 0 .000 493 .247 0 .000 0 .000 0 .000 492.570 0 .000 0 .000 47 .990 49 .087 -0 .078 0 .50 sec 0 .92 sec 1. 00 sec 0 .00 2.43 1. 802 9 .122 0 .077 0 .000 160 .732 0 .000 0 .000 0 .000 160 . 511 0 .000 0 .000 15.638 15.996 -------------------------------------------------------------------------------------------------------- Total Total Total Total Total Total Peak Runoff Precip Run on Evap Infil Runoff Runoff Runoff Coe ff Subcatchment in in in in in 10 "6 gal CFS -------------------------------------------------------------------------------------------------------- Al 11. 00 0 .00 0 .00 0.56 10.39 3.81 88 .13 0.945 A2 11. 00 0 .00 0 .00 2.78 8.17 2 .49 45 . 72 0 .74 3 A3 11. 00 0.00 0.00 2.06 8.89 3.27 75 .46 0.808 A4 11. 00 0 .00 0.00 2.39 8.56 3.56 82 .4 3 0 .778 Bl 11.00 0 .00 0.00 1. 53 9.43 4.97 119 . 67 0.857 Cl 11. 00 0.00 0 .00 1. 20 9.76 3.64 87 .27 0.887 C2 11. 00 0.00 0.00 2.25 8.70 0.51 13.30 0.791 C3 11. 00 0 .00 0 .00 2.26 8 .69 1. 59 40 .20 0.790 Dl 11. 00 0 .00 0.00 0.51 10.45 1. 05 24.24 0.950 El 11. 00 0 .00 0.00 2.32 8.62 0.61 14 .13 0.784 E2 11. 00 0 .00 0 .00 2.30 8.64 3.18 72 .28 0.786 E3 11. 00 0 .00 0 .00 2.32 8 . 62 0.92 20 .75 0.784 E4 11. 00 0 .00 0 .00 2.14 8 .80 6.44 136.87 0.800 Fl 11. 00 0 .00 0 .00 2.18 8.66 7.30 156 .30 0.787 F2 11. 00 0 .00 0 .00 0.92 10.04 1. 23 29 .13 0.912 F3 11 . 00 0 .00 0 .00 2 .07 8 .79 8.24 194 .10 0.799 F4 11. 00 0 .00 0 .00 2 .32 8. 62 24.42 528 .73 0.783 F5 11. 00 0 .00 0 .00 2 .11 8.75 27.82 684 .11 0.795 F6 11. 00 0 .00 0 .00 1. 76 9.19 18.90 45 1. 25 0.835 SWMM 5 -Prop Interim 1 100 Year Page 22 Gl 11. 00 0.00 0 .00 1. 93 9.02 1. 7S 44.32 0 .820 Pl 11. 00 0 .00 0.00 0 .74 10.21 0 .42 9.9S 0 .929 P2 11. 00 0 .00 0 .00 0 .86 10 .10 2 .SO SS.94 0 .918 P3 11. 00 0 .00 0 .00 1. 31 9 .6S 0 .9S 22.99 0.877 P4 11. 00 0.00 0.00 0.9S 10 .01 1.16 27.Sl 0.910 PS 11. 00 0 .00 0.00 0 .68 10 .28 3 . 26 7S .91 0 .934 P6 11. 00 0.00 0 .00 0 .63 10 .33 4.42 102 .9 6 0 .939 P7 11. 00 0.00 0.00 1. 09 9 .87 4 .S4 107 .63 0 .897 PS 11. 00 0 .00 0.00 1. 42 9.S3 6 .74 163.Sl 0 .866 P9 11. 00 0.00 0 .00 0 .18 10 .78 2 .76 62 .81 0 .980 PlO 11. 00 0 .00 0.00 0 .04 10 .91 0 . 76 17 .26 0 .992 Pll 11. 00 0 .00 0 .00 O.S6 10.39 0.38 8 .71 0 .94S Pl2 11. 00 0.00 0 .00 0 .20 10 .76 0 .9S 21. 61 0 .978 Pl3 11. 00 0 .00 0 .00 0 .99 9 . 96 3.6S 86 . 4S 0 .906 Pl4 11. 00 0 .00 0 .00 0.92 10 .04 1. 70 40 .36 0 .912 PlS 11. 00 0 .00 0 .00 0 .04 10.92 0 .84 19 .0S 0 .992 ****************** Node Depth Summary ****************** --------------------------------------------------------------------- Average Maximum Maximum Time of Ma x Depth Depth HGL Occurrence Node Type Feet Feet Feet days hr :min --------------------------------------------------------------------- S400 JUNCTION 1. 97 7.23 288.18 0 13 :06 S431 JUNCTION 2.00 7 .32 288 .27 0 13 :06 DS-2Sl4 JUNCTION 2.02 7.3S 288 .30 0 13 :06 US-2Sl 4 JUNCTION 1. 46 9 .37 291.19 0 13 :OS S646 JUNCTION 1. 76 9.38 291. 20 0 13 :OS S667 JUNCTION 1. 60 9.10 291. 20 0 13 :0S DS-RR JUNCTION 1. 38 8.91 291.26 0 13 :OS US-RR JUNCTION 1. 34 9 .20 291.66 0 13 :0S S714 JUNCTION 1. 29 9.10 291.69 0 13 :O S S7SO JUNCTION 1.19 8 .SO 291.69 0 13 :0S DS -OW JUNCTION 1. 26 8 .43 291. 69 0 13 :0S us-ow JUNCTION 1.18 7 .87 291 .71 0 13 :OS S800 JUNCTION 1. 39 7.81 291.72 0 13 :04 6000 JUNCTION 2 .40 7.82 291.77 0 13 :04 6200 JUNCTION 1. 91 7.29 291 .78 0 13 :04 6400 JUNCTION 1. 64 6. 76 291.79 0 13 :04 6600 JUNCTION 1. 4S 6.28 291. 84 0 13 :04 6800w JUNCTION 0 .30 2.84 291. 84 0 13 :04 6800m JUNCTION 1. 26 S.74 291. 84 0 13:04 6800e JUNCTION O.S2 3 .84 291. 84 0 13 :04 6896w JUNCTION 0 .32 2.07 291 .87 0 13 :0 3 6896m JUNCTIO N 1.16 S.46 291.86 0 13 :03 6896e JUNCTION O.S2 3.74 291. 84 0 13 :03 DS -CAINw JUNC TI ON 0.27 2.02 291 .87 0 13:03 DS-CAINm JUNCTION 1. 3S S.21 291 .87 0 13 :0 3 DS -Caine JUNCTION 0.60 3.74 291.87 0 13 :03 US-CAINw JUNC TI ON 1. 30 3.80 293 .70 0 12:34 US-CAINm JUNCTION 1. 23 6.19 293 .70 0 12:34 US-Caine JUNCTION 0.92 S .38 293 .70 0 12:34 6983w JUNCTION 1. 27 3.82 293 .77 0 12 :32 6983m JUNCTION 1. 09 S .82 293.70 0 12 :34 6983e JUNCTION 0.88 S.20 293 .70 0 12 :34 7229w JUNCTION 0.70 2.48 294.38 0 12:30 7229m JUNCTION O.Sl 3.92 293 . 71 0 12 :31 7229e JUNCTION 0 .67 3.91 293. 71 0 12 :33 OF -S ite JUNCTION 1.14 3.49 296 .19 0 12 :37 743lm JUNCTION 0 .03 1. 30 294 .60 0 12:39 743le JUNCTION 0.44 2. 62 293 . 72 0 12 :33 DS-Deacon JUNCTION 1. 00 7.03 301. 97 0 14 : S6 US Deacon JUNCTION 0 .68 S.68 301.13 0 12 :34 DS-Travis JUNCTION 0.62 S.42 301.21 0 12 :34 US -Travis JUNCTION 0.62 6.23 302 .17 0 12 :34 J3 JUNCTION 0 .63 S.74 302.43 0 12 :34 J2 JUNCTION 0 .37 4.S7 302.64 0 12 :34 DSCapps JUNCTION 0 .31 3.04 304.41 0 12 :30 USCapps JUNCTION 0 .36 3.79 30S .37 0 12:30 Jl JUNCTION 1. 07 S.13 307.2S 0 12 :29 J -B 2 JUNCTION O.Sl 4.S4 306.04 0 12 :31 J-BP JUNCTION 0 .6S S.67 311. 27 0 12 :42 OF -PONDl JUNCTION 0 .92 4.10 299.08 0 12 :36 Pl-BarPnd-01 JUNCTION 0 .20 6.71 312.71 0 12 : 43 MH -l-2A JUNCTION 0.82 4.60 299.79 0 13 :0 7 MH -l-2B JUNCTION 0.98 4.8S 299 .8S 0 12 :41 MH-l-3A JUNCTION 7 .17 lS.08 304 .08 0 12 :30 MH -l-3B JUNC TI ON 7 .14 14.86 303.86 0 12 :46 MH-1-3C JUNC TI ON 7 .0S 12.30 301. 30 0 12 :42 p3.4 -1 JUNCTION 0 .01 0 .63 301. 63 0 12 :34 SWMM 5 -Prop Interim 1100 Yea r Page 23 P3.4-2 JUNCTION 0 .02 1. 59 298.79 0 12:34 P3 .4-3 JUNCTION 0 .02 0 .93 297.25 0 12:34 PLUG JUNCTION 0 .00 0 .00 600.00 0 00 :00 OF-5300 OUT FALL 1. 98 7 .23 287.86 0 13 :06 Ex -BarPnd STORAGE 0 .87 7 .15 312 .75 0 12 :43 Ex-WGPnd STORAGE 0 .30 3 .47 307.84 0 12 :30 PONDl STORAGE 9 .01 12 .87 299.87 0 12 :3 4 POND 2 STORAGE 7 .28 10 .76 299.76 0 13 :07 POND3 STORAGE 10 .65 16 .28 303 .28 0 12 :34 POND4 STORAGE 6 . 71 9.25 297 .25 0 12:37 ******************* Node Inflow Summary ******************* ------------------------------------------------------------------------------------- Maximum Maximum Lateral Total Lateral Total Time of Max Inf l ow Inflow Inflow Inflow Occurrence Volume Volume Node Type CFS CFS days hr:min 10A6 gal 10A6 gal ------------------------------------------------------------------------------------- 5400 JUNCTION 0 .00 1544.23 0 13:06 0.000 160 .500 5431 JUNC TION 0 .00 1544 .25 0 13 :06 0.000 160.500 DS-2514 JUNC TION 0 .00 1544.27 0 13:05 0.000 160.506 US -25 1 4 JUNCTION 0 .00 1545.44 0 13 :03 0.000 160 .506 5646 JUNC TION 0.00 1567.34 0 12 :40 0.000 160.506 5667 JUNC TION 0.00 1596.12 0 12 :40 0 .000 160.507 OS-RR JUN CTION 0 .00 1597 .95 0 12 :40 0.000 160 .507 US-RR JU NCTION 0 .00 1599.21 0 12 :39 0.000 160 .507 5714 JUNCTION 0.00 1661.28 0 12:39 0.000 160.508 5750 JUNC TION 0 .00 1762 .06 0 12:39 0.000 160.508 OS-OW JUNCTION 0 .00 1809.03 0 12 :39 0.000 160.499 us-ow JUNCTION 0 .00 1826. 59 0 12:39 0.000 160.511 5800 JUNCTION 451 .24 1867. 50 0 12:40 18.897 160.492 6000 JUNCTION 0 .00 1762 .11 0 12 :40 0.000 142.193 6200 JUNCTION 0 .00 919.28 0 12 :41 0.000 89.641 6400 JUNCTION 0 .00 969.54 0 12 :41 0.000 89.648 6600 JUNCTION 0 .00 1044.33 0 12 :39 0.000 89.817 6800w JUNC T ION 0 .00 29 1.03 0 12 :53 0.000 8 .431 6800m JUNCTION 0.00 930.89 0 12 :29 0.000 74.366 6800e JUNCTION 0 .00 208.77 0 12 :28 0.000 14 .205 6896w JUNCTION 0 .00 27.98 0 12 :28 0.000 1. 078 6896m JUNCTION 0 .00 958.29 0 12 :28 0.000 74 .360 6896e JUNCTION 0 .00 203 .68 0 12 :32 0.000 14.206 DS-CAINw JUNCTION 194 .09 232 .56 0 12 :30 8 .235 17 .088 DS-CAINm JUNCTION 0 .00 1097.83 0 12:31 0.000 78.924 OS-Caine JUNCTION 0 .00 208.27 0 12 :32 0.000 14.610 US-CAINw JUNCTION 0 .00 578 .07 0 12 :32 0 .000 65.445 US-CAI Nm JUNCT I ON 0 .00 927. 72 0 12 :32 0.000 65.608 US-Caine JUNCTION 0 .00 165.56 0 12 :30 0 .000 12.450 6983w JUNCTION 0 .00 576 .61 0 12 :30 0 .000 65 . 4 62 6983m JUNCTION 0 .00 337 .68 0 12 :36 0 .000 9.145 6983e JUNCTION 0 .00 204. 72 0 12 :24 0.000 10.874 7229w JUNCTION 156 .29 832 .90 0 12 :30 7 .297 71. 640 7229m JUNCTION 0.00 326 .98 0 12 :36 0.000 7. 629 7229e JUNCTION 29 .13 209.42 0 12 :24 1. 229 8.728 OF-Site JUNCTION 86.21 782 .07 0 12 :36 3 .697 65.381 7431m JUNCTION 0 .00 81. 03 0 12 :37 0.000 1. 056 7431e JUNCTION 185.08 185 .08 0 12 :30 7.494 7.494 OS-Deacon JUNCTION 0 .00 334.68 0 12 :34 0.000 49.252 USDeacon JUNCTION 27 .51 338 .37 0 12 :29 1.161 23.154 OS-Travis JUNCTION 0 .00 322.80 0 12 :34 0 .000 21. 977 US-Travis JUNCTION 0 .00 322 .83 0 12 :34 0.000 21. 984 J3 JUNCTION 22 .99 356 .62 0 12 :29 0 .951 21. 983 J2 JUNCTION 58 .94 387 .51 0 12 :30 2.499 21.038 DSCapps JUNCTION 0 .00 332.06 0 12 :30 0 .000 18.529 USCapps JUNCTION 9 .95 333 .12 0 12 :30 0 .424 18.530 Jl JUNCTION 133.84 323.50 0 12 :30 6 .303 18 .110 J -B2 JUNCTION 1212 .78 1212 .78 0 12 :30 52.237 52.237 J -BP JUNCTION 0 .00 20 .37 0 12 :49 0.000 4.475 OF-PONDl JUNCTION 0 .00 556 .58 0 12 :34 0.000 55.636 Pl-BarPnd-01 JUNCTION 0 .00 65 .01 0 12 :49 0.000 2.361 MH-1-2A JUNCTION 8 . 71 67 . 65 0 12 :29 0.375 5.521 MH-1-2B JUNC TION 0 .00 73 .13 0 18 :07 0.000 8.612 MH-1-3A JUNCTION 0 .00 1057 .65 0 12:47 0.000 25.100 MH-1-3B JUNCTION 0 .00 189 .69 0 12 :48 0 .000 20. 2 68 MH-l-3C JUNC TION 0 .00 180 .28 0 12 :30 0.000 20.287 p3.4-1 JUNCTION 0 .00 165 .90 0 12 :34 0.000 2.412 P3.4-2 JUNCTION 0 .00 165 .76 0 12 :34 0.000 2 .412 P3 .4-3 JUNCTION 0 .00 165 . 72 0 12 :34 0 .000 2.412 PLUG JUNCTION 0.00 0 .00 0 00 :00 0 .000 0.000 OF-5300 OUTFALL 0 .00 1544 .22 0 13 :06 0.000 160.499 Ex-BarPnd STORAGE 157.88 157 .88 0 12 :30 6.834 6 .834 SWMM 5 -Prop Interim 1100 Year Pa ge24 Ex-WGPnd STORAGE 119. 67 119.67 0 1 2 :30 4.970 4 .970 POND l STORAG E 255 .81 767 .79 0 1 2 :29 11.046 95 .243 POND2 STORAGE 17 .26 84 .99 0 12 : 29 0. 764 6 .449 POND3 STORAG E 519.95 1142. 42 0 12:46 22.652 30 .947 POND 4 STORAGE 86. 45 229 .66 0 12 :30 3.654 7 .097 ********************** Node Surcharge Summary ********************** Surcharging occurs when water rises above the top of the highest condui t . Node Type OS-Deacon JUNCTION US -Travis JUNCTION Jl JUNCT I ON J -BP JUNCTION MH-l-2A JUNCTION MH-l-2B JUNC TI ON MH-l-3B JUNCTION MH -l-3C JUNCTION PLUG JUNCTION POND2 STORAGE ********************* Node Flooding Summary ********************* Hours Surcharged 1. 53 0.22 0.99 5 .26 2.75 3.27 68 .00 68.00 68.00 1. 96 Ma x. Height Abov e Crown Feet 2 .7 24 0.23 1 1.131 3.668 1. 499 1 .855 10.863 8.302 0 .0 00 0 .996 Min . De pth Below Ri m Feet 0.000 3 . 769 0.869 3.832 0.2 ll 1.145 0.137 3.698 0 .000 0.6 44 Flooding refers to all water that overfl ows a node , whether it ponds or not . Node Hours Flooded OS -Deacon ********************** Storage Volume Summ ary ********************** Storage Unit Ex -BarPnd Ex -WGPnd PONDl POND2 POND3 POND4 0 .01 Average Volume 1000 ft3 11.112 2.4 14 1241.287 493.842 453.899 144.273 *********************** Out fall Loading Summary *********************** Out fall Node OF -5300 System ******************** Link Fl ow Summary ******************** Link Flow Freq. Pent . 98 .55 98 .55 Type Maximum Rate CFS 57.80 Time of Max Occurrence days hr:min 0 14 :56 Total Flood Volume 10A6 gal 0.001 Maximum P onded Depth Feet 7.03 Avg E&I Pent Pent Full Lo ss Max imum Vo lume 1000 ft3 Max Pent Full Time o f Max Occurrence days hr :min 4 4 59 56 44 55 Avg. Flow CFS 131.74 131.74 Max imum I Flow I CFS 0 170 .718 0 60.036 0 1975 .1 37 0 0 0 Max. Flow CFS 1 544 .22 1544.22 Time of Max Occurrence days hr:min 809 .8 88 955 .765 23 1.691 Total Vo lume 10 A6 gal 160 .4 99 160 .49 9 Maximum IVelocl ft/sec 62 91 94 93 92 88 Max/ Full Flow 0 12 :43 0 12 :30 0 12 :34 0 13 :07 0 12 :34 0 12 :37 Max/ Full De pth 1 CHANNEL 1544 .22 0 13:06 6 .97 0 .27 0 . 72 SWMM 5 -Prop Interim 1100 Year Maximum Outflow CFS 85.38 120.18 614 .17 27.52 1193.24 196.80 Page 25 2 CHANNEL 1S44.23 0 13 :06 4 .94 2 .1 6 0. 72 3a CHANNEL 1S44.2S 0 13:06 4.14 1. OS 0. 72 2Sl4-C CONDUIT 1S44 .27 0 13:0S 10 .72 0 .93 1. 00 2Sl4-over CHANNEL 0.00 0 00 :00 0 .00 0.00 0 .00 3b CHANNE L 1S4S .44 0 13 :03 6 .81 1. 46 0.92 4 CHANNEL 1S67 .34 0 12:40 6 .39 0 .04 0.93 SA CHANNE L 1S96 .12 0 12 :40 S .38 0 .07 0.67 RR-Cl CONDUIT 1S 97 .9S 0 1 2 :40 6 .SO 0 .9 S 1. 00 RR -OVER CHANNEL 0 .00 0 00 :00 0 .00 0 .00 0.00 SB CHANNEL 1S99.21 0 12 :39 S .24 0 .07 0.68 6 CHANNEL 1661. 28 0 12:39 S .74 0 .01 0.69 7A CHANNEL 1762.06 0 12:39 4 .11 o.os 0.70 ow-c CONDUIT 64S .64 0 12 :24 23 .91 2 .10 1. 00 OW -OVER CHANNEL 16S7 .3S 0 12:39 3 .9S 1. 80 0 .6S 7B CHANN EL 1826 .S9 0 12:39 4.24 0 .07 0 .6S 8 CHANNEL 1633 .01 0 12:40 6 .74 0 .20 0 .6S 9 CHANNEL 87S .S8 0 13 :16 0 .81 0 .02 0 .66 10 CHANNEL 919 .28 0 12 :41 1. 02 0 .03 0.64 11 CHANNEL 969 .S4 0 12 :41 1. 3S 0.04 0.62 12w CHANNEL 281. 9S 0 12 :S6 0 .47 0.01 0 .6S 12m CHANNEL 834 .02 0 12 :29 2 .S6 0 .2 0 0.87 12e CHANNEL 18S .27 0 13 :00 1. 33 0 .01 O.S2 13w CHANNEL 2S .2S 0 12 :42 1. 03 0.01 0.40 13m CHANNEL 930 .89 0 12:29 3 .47 0 .09 0.66 13e CHANNEL 208 . 77 0 12 :28 3 .30 0 .01 0 .39 14Aw CHANNEL 27 .98 0 12 :28 1. 81 0.01 0 .33 14Am CHANNEL 9S8 .29 0 12 :28 8 . 49 0 .16 0.84 14Ae CHANNEL 203 .68 0 12:32 6 . 47 0 .02 0.40 Cain-Cw CONDUIT 39 .77 0 12 :22 7 . 72 3 .1 9 0 .84 CAIN-Cm CONDUIT 114.28 0 16 :0S 8.08 1.11 1. 00 Cain-Ce CONDUIT S6 . 43 0 12 :21 8 .43 1. 97 1. 00 CAIN-OVER CHANNEL 828 .18 0 12:34 3.S7 0 .11 0.20 14Bw CHANN EL S78 .07 0 12 :32 S.17 0 .lS 0.62 14Bm CHANNEL 306 .6S 0 12 :32 O.S2 0.04 0.94 14Be CHANNEL 16S .S6 0 12 :30 1. 42 0 .01 O.S7 lSw CHANNEL S76 .61 0 12 :30 3.10 0.08 0 .70 lSm CHANNEL 337 .68 0 12 :36 O.S7 0.03 0.7S lSe CHANNEL 204 . 72 0 12 :24 2 .0S 0 .0 2 O.S9 16w CHANNEL 700 .7S 0 12 :37 S .38 0 .17 o.ss 16m CHANNEL 80 .Sl 0 12 :39 0.9S 0.01 O.S8 16e CHANNEL 180 .47 0 12 :24 1. 71 0.01 0 .47 17w CHANNEL SS6 .03 0 12 :3S S.06 o.os 0.4S POND1-conx2 CONDUIT 132 .93 0 12 :34 10.S8 0.32 1. 00 PONDl-conx CONDUIT 201. 73 0 12 :34 10.4 8 0.32 1. 00 Deacon-C CONDUIT 334 .68 0 12 :34 8 .88 1. 43 1. 00 C-C2 CHANNEL 323 .14 0 12 :34 3 .S4 0.43 0 .92 Travis-C CONDU IT 322 .80 0 12:34 11.18 1. 9S 1. 00 C-Cl CHANNEL 322 .83 0 12:34 3.37 o.ss 0 .98 B-B2 CHANNEL 333 .64 0 12 :29 3 .34 0 .39 0.98 B-Bl CHANN EL 329 .S4 0 12 :30 4 .S8 0.37 0 .78 Capps-C CONDUIT 332 .06 0 12 :30 11 .84 1. S2 0 .93 SecA-A CHANNEL 323 .19 0 12 :30 2 .80 1. S6 0 .97 P2 CONDUIT 6S .09 0 12 : 49 9 .21 1.19 1. 00 Pl CONDUIT 20 .34 0 1 2 :SO 6 . 47 1.16 1. 00 R-A4 CONDUIT 1087 .22 0 1 2 :31 2 .S9 0 .36 0.82 EQ-6800w CONDUIT 267 .S7 0 12 :S3 1. 9S 0 .02 0.22 EQ -6800e CONDUIT 0 .00 0 00 :00 0 .00 0 .00 0 .00 EQ-6896w CONDUIT 0 .00 0 00 :00 0 .00 0 .00 0 .00 EQ-6896e CONDUIT 0 .00 0 00 :00 0 .00 0 .00 0.00 EQ-DS-Cainw CONDUIT 240 .68 0 12 :28 2 .40 0 .03 0 .63 EQ-DS-Caine CONDUIT 1S6 .30 0 12:32 1.16 0 .02 0.63 EQ-US-CainW CONDUIT S39 .76 0 12 :32 3 .33 0 .07 O.S7 EQ-US-Caine CONDUIT 108 .09 0 12:30 1. S6 0 .01 O.S8 EQ -6983w CONDUIT 0 .00 0 00 :00 0 .00 0 .00 0.00 EQ -6983e CONDUIT SO .S4 0 12 :24 0 .36 0 .01 0.41 EQ-7229w CONDUIT 2S4 .3S 0 12 :31 3 .41 0 .03 0 .12 EQ -7229e CONDUIT 0 .00 0 00 :00 0 .00 0 .00 0 .00 EQ -743lw CONDUIT 81. 03 0 12:37 2 .26 0 .01 0 .06 EQ-743le CONDUI T 0.00 0 00 :00 0.00 0 .00 0 .00 Pl .2-a CONDUIT 242 .1 7 0 00 :00 20 .89 0 .43 1. 00 Pl .2-b CONDUIT S9 .24 0 12:31 4.19 1. 99 1. 00 Pl .2-c CONDUIT 67 .73 0 12 :29 4 .79 0 .1 8 1. 00 P-l.3A CONDUIT 189 .69 0 12 :48 7 .SS 11. 63 1. 00 P -1. 3B CONDUIT 180 .28 0 12 :30 7 .17 19 .84 1. 00 P -1. 3C CONDUIT 180 .69 0 12 :30 7 .1 9 18.87 1. 00 P3 .4-a CONDUIT 16S .71 0 12 :34 4 .13 0.2S 0.73 P3 .4-b CONDUIT 16S. 72 0 12:34 10 .9S 0 .99 0 .63 P3 .4 -c CONDUIT 16S .7 6 0 12 :34 4 .90 0.08 0.44 Regl ORIFICE 20 .37 0 12: 49 1. 00 WG-Weir WEIR 120 .18 0 12:31 0 .97 Pl-Brk-Weir WEIR 6S .Ol 0 12 :49 o.ss Capps-OV WEIR 0 .00 0 00 :00 0.00 WPl.STAGEl WEIR 1S6 .1S 0 12 :33 1. 00 WP1.STAGE2 WEIR 239 .48 0 12 :33 1. 0 0 SWMM 5 -Prop In terim 1100 Year Pa ge 26 WP3A WEIR 10S7.6S 0 12:47 1. 00 WP4a WEIR S8.31 0 12:37 1. 00 WP4b WEIR 138. 49 0 12 :37 0.7S WP1-S TAGE3 WEIR 161. OS 0 12:34 O.S8 W3bl WE IR 16S .90 0 12:34 0.63 WPl-EMERG WEIR 0 .00 0 00 :00 0 .00 *************************** Flow Classification Summary *************************** ----------------------------------------------------------------------------------------- Adjusted Fraction of Time in Flow Class Avg . Avg . /Actual Up Down Sub Sup Up Down Froude Flow Condui t Length Dry Dry Dry Cr it Cr it Cr it Cr it Number Change ----------------------------------------------------------------------------------------- 1 1. 00 0.01 0.00 0 .00 0 .94 o.os 0 .00 0 .00 0 .61 0 .0000 2 1. 00 0 .01 0 .00 0 .00 0.99 0 .00 0 .00 0.00 0 .37 0.0000 3a 1. 00 0.01 0.00 0 .00 0 .99 0 .00 0 .00 0 .00 0 .29 0.0000 2Sl4-C 1. 00 0.01 0.00 0 .00 0.99 0 .00 0 .00 0 .00 0 .09 0.0000 2Sl4-over 1. 00 1. 00 0 .00 0 .00 0.00 0 .00 0 .00 0.00 0 .00 0.0000 3b 1. 00 0 .01 0.00 0 .00 0 .3S 0 .64 0 .00 0 .00 1. so 0 .0000 4 1. 00 0.01 0.00 0 .00 0 .93 0 .06 0 .00 0.00 0 .7S 0.0000 SA 1. 00 0.01 0 .00 0 .00 0 .99 0.00 0 .00 0.00 0 .12 0.0000 RR -Cl 1. 00 0 .01 0.00 0 .00 0 .99 0 .00 0 .00 0 .00 0 .2 4 0 .0000 RR-OVER 1. 00 1. 00 0 .00 0 .00 0.00 0.00 0 .00 0.00 0 .00 0 .0000 SB 1. 00 0.01 0.00 0 .00 0 .99 0 .00 0 .00 0 .00 0 .27 0 .0000 6 1. 00 0 .01 0.00 0 .00 0.99 0.00 0 .00 0.00 O.S4 0 .0000 7A 1. 00 0 .01 0 .00 0 .00 0 .99 0.00 0 .00 0.00 0 .36 0.0000 ow-c 1. 00 0.01 0.00 0 .00 0.98 0 .01 0 .00 0.00 O.S7 0.0001 OW-OVER 1. 00 0.94 0 .00 0 .00 0 .02 0.00 0 .00 0.04 0.04 0.0000 7B 1. 00 0 .01 0.00 0 .00 0 .99 0.00 0 .00 0.00 0.36 0.0000 8 1. 00 0 .01 0 .00 0 .00 0 .99 0 .00 0 .00 0 .00 0 .36 0 .0000 9 1. 00 0 .01 0.01 0 .00 0 .98 0.00 0 .00 0.00 0 .03 0.0000 10 1. 00 0 .01 0.00 0 .00 0 .98 0.00 0 .00 0.00 0 .14 0.0000 11 1. 00 0.01 0.00 0 .00 0 .98 0.00 0 .00 0.00 0 .20 0.0000 12w 1. 00 0.01 0.00 0 .00 0.99 0.00 0 .00 0.00 0 .09 0 .0000 12m 1. 00 0.01 0.00 0.00 0 .99 0.00 0 .00 0.00 0.23 0 .0000 12e 1. 00 0 .01 0.00 0.00 0.99 0.00 0 .00 0.00 0 .04 0.0000 13w 1. 00 0.01 0 .00 0.00 0 .99 0 .00 0 .00 0.00 0 .2S 0 .0000 13m 1. 00 0 .01 0.00 0 .00 0 .99 0 .00 0 .00 0.00 0 .30 0.0000 13e 1. 00 0.01 0 .00 0 .00 0 .99 0.00 0 .00 0.00 o.so 0.0000 14Aw 1. 00 0.01 0 .00 0 .00 0 .99 0.00 0 .00 0.00 o.os 0.0000 14Am 1. 00 0.01 0.00 0 .00 0 .Sl 0.48 0 .00 0 .00 0 .96 0 .0001 14Ae 1. 00 0.01 0.00 0 .00 0 .99 0 .01 0.00 0.00 0 .S2 0 .0000 Cain-Cw 1. 00 0.01 0.00 0.00 0 .86 0.13 0 .00 0 .00 0.60 0 .0000 CAIN-Cm 1. 00 0.01 0.2S 0 .00 0 .74 0.00 0 .00 0.00 0 .11 0.0001 Cain-Ce 1. 00 0.01 0.07 0.00 0.92 0 .00 0 .00 0 .00 0 .24 0 .0000 CAIN-OVER 1. 00 0.89 0.00 0.00 0.00 0.00 0 .00 0.11 0 .08 0 .0000 14Bw 1. 00 0.01 0.00 0 .00 0.99 0.00 0 .00 0.00 0 .18 0.0000 14Bm 1. 00 0.04 0 .03 0 .00 0.6S 0 .27 0 .00 0.00 1.18 0.0000 14Be 1. 00 0.01 0.00 0.00 0 .S4 0 .4 S 0.00 0.00 1. 69 0 .0000 lSw 1. 00 0.01 0 .00 0 .00 0 .99 0.00 0 .00 0.00 0 .32 0 .0000 lSm 1. 00 0 .07 0.06 0.00 0 .87 0.00 0 .00 0.00 0.10 0 .0000 lSe 1. 00 0.01 0 .00 0.00 0.99 0 .00 0.00 0 .00 0 .4S 0 .0000 16w 1. 00 0 .00 0 .00 0.00 0.92 0 .08 0.00 0 .00 O.S2 0 .0000 16m 1. 00 0 .13 0 .04 0 .00 0 .82 0.00 0 .00 0.00 0 .1 0 0 .0000 16e 1. 00 0 .01 0.00 0 .00 0.99 0 .00 0.00 0.00 0 .32 0 .0000 l 7w 1. 00 0.00 0.00 0.00 0.99 0 .01 0.00 0.00 0 .32 0 .0000 POND1-conx2 1. 00 0 .00 0.00 0.00 1. 00 0.00 0.00 0.00 0 .27 0 .0003 PONDl-conx 1. 00 0.00 0 .00 0 .00 1. 00 0 .00 0 .00 0 .00 0 .1 4 0 .0006 Deacon-C 1. 00 0.01 0.00 0.00 O.S8 0.00 0 .00 0.41 0 .34 O .OOlS C-C2 1. 00 0 .01 0.00 0 .00 0.99 0 .00 0 .00 0 .00 0 .22 0 .0000 Travis-C 1. 00 0.01 0 .00 0 .00 0.99 0.00 0.00 0.00 0 .46 0 .0001 C-Cl 1. 00 0.01 0.00 0 .00 0.99 0.00 0.00 0.00 0 .21 0 .0000 B-B2 1. 00 0.01 0 .00 0 .00 0.99 0 .00 0.00 0.00 0 .19 0.0000 B-Bl 1. 00 0.01 0.00 0 .00 0.99 0 .00 0.00 0.00 0 .31 0 .0000 Capps-C 1. 00 0.01 0.00 0.00 O.Sl 0 .48 0.00 0.00 0 .76 0 .0000 SecA-A 1. 00 0.01 0.00 0.00 0 .99 0 .00 0.00 0 .00 0 .07 0 .0000 P2 1. 00 0.01 0.81 0.00 0 .18 0 .00 0.00 0 .00 0 .01 0 .0000 Pl 1. 00 0 .01 0 .10 0 .00 0.89 0 .00 0.00 0.00 0 .12 0 .0000 R-A4 1. 00 0.01 0 .00 0.00 0.99 0 .00 0.00 0 .00 0 .03 0 .0000 EQ-6800w 1. 00 0.96 0.00 0.00 0 .04 0 .00 0.00 0.00 0 .01 0 .0000 EQ-6800e 1. 00 1. 00 0.00 0 .00 0 .00 0 .00 0.00 0.00 0 .00 0 .0000 EQ-6896w 1. 00 1. 00 0.00 0 .00 0.00 0.00 0 .00 0.00 0 .00 0 .0000 EQ-6896e 1. 00 1.00 0.00 0.00 0.00 0.00 0.00 0 .00 0 .00 0 .0000 EQ-DS -Cainw 1. 00 0.01 0.01 0 .00 0.08 0.00 0.90 0 .00 0 .20 0 .0000 EQ-DS-Caine 1. 00 0 .90 0.00 0 .00 0 .09 0 .0 0 0 .00 0.01 0 .0 1 0 .0000 EQ-US-CainW 1. 00 0.60 0 .00 0 .00 0.12 0.00 0 .00 0.27 0 .26 0 .0000 EQ-US-Caine 1. 00 0.86 0 .00 0.00 0.13 0 .00 0.01 0.00 0 .01 0 .0000 EQ-6983w 1. 00 1. 00 0 .00 0.00 0.00 0 .00 0.00 0.00 0 .00 0 .0000 EQ-6983e 1. 00 0.88 0 .00 0.00 0 .11 0 .00 0.00 0.00 0 .00 0 .0000 EQ-7229w 1. 00 0 .9S 0 .00 0 .00 0 .00 0 .00 0.00 o.os o.os 0 .0000 SWMM 5 -Prop In terim 1 100 Year Page 27 EQ -7229e 1. 00 1. 00 0 .00 0.00 0.00 0 .00 0.00 0.00 0 .00 0 .0000 EQ -7 4 3lw 1. 00 0 .98 0.00 0 .00 0 .00 0.00 0 .00 0 .02 0 .02 0 .0000 EQ -7 4 3le 1. 00 1. 00 0.00 0 .00 0.00 0.00 0.00 0.00 0 .00 0.0000 Pl. 2 -a 1. 00 0 .00 0.00 0.00 1. 00 0.00 0.00 0 .00 0 .07 0 .00 1 2 Pl.2 -b 1. 00 0 .00 0 .00 0.00 1. 00 0 .00 0 .00 0.00 0.0 7 0 .00 1 0 Pl .2 -c 1. 00 0 .01 0 .00 0 .00 0.53 0 .05 0 .02 0 .39 1.28 0 .0001 P-l .3A 1. 00 0 .00 0 .00 0 .00 1. 00 0.00 0.00 0 .00 0.00 0 .0243 P-1. 3 B 1. 00 0 .00 0 .00 0 .00 1. 00 0 .00 0.00 0 .00 0.00 0 .0033 P-l.3C 1. 00 0 .00 0 .00 0 .00 1. 00 0.00 0 .00 0.00 0.0 0 0 . 0 11 5 P3.4 -a 1. 00 0 .86 0.08 0.00 0 .05 0.00 0 .00 0 .00 0 .0 1 0 .0000 P3 .4 -b 1. 00 0 .95 0 .01 0 .00 0 .02 0.03 0.00 0.00 0.0 5 0 .0000 P3 .4 -c 1. 00 0.95 0.02 0 .00 0 .03 0.00 0.00 0.00 0 .02 0 .0000 ************************* Co nduit Surch a rge Summ ary ************************* ---------------------------------------------------------------------------- Hours Hour s ---------Hou rs Fu l l --------Above Fu11 Ca p aci ty Condui t Both Ends Ups t re am Dn s tream Normal Flow Limited ---------------------------------------------------------------------------- 2 0.01 0 .0 1 0 .01 2 .10 0.0 1 3a 0.01 0.0 1 0 .01 0.91 0 .01 25 1 4 -C 2 .06 2 .06 2 .06 3.3 2 1. 78 3b 0 .01 0 .0 1 0.01 1. 49 0 .01 RR -Cl 1. 05 1. 0 5 1. 05 1. 80 1. 05 ow -c 5 .79 5.79 5 .79 12.2 5 4.39 OW -OV ER 0 .01 0 .0 1 0 .01 1.25 0 .01 Cain -Cw 0 .01 0.0 1 0 .01 3.81 0 .01 CA I N-Cm 5 .05 5.05 5 .05 9.90 5 .05 Ca in-Ce 1. 59 1. 59 1. 59 5.66 1. 59 PON D1-conx2 1. 91 1. 9 1 1. 91 0 .01 0 .01 PON Dl -conx 2.65 2.6 5 2 .66 0.01 0.01 De aco n -C 1. 4 2 1. 42 1. 43 2 .2 4 1. 05 Tr avis -C 1. 60 1. 60 1. 60 2.89 1. 44 Ca pp s -C 0 .01 0.0 1 0 .01 1. 79 0 .0 1 Se cA -A 0 .01 0 .0 1 0 .01 0 .54 0.0 1 P2 1. 21 1. 2 1 1. 2 1 1. 04 1.1 2 Pl 5 . 26 5.26 5 .26 1. 26 1. 26 Pl .2 -a 3 .26 3 .26 3 .26 0.01 0.0 1 Pl .2 -b 2.94 2 .9 4 2 .94 3.63 0 .02 Pl .2 -c 1. 96 1. 96 1. 96 0 .01 0 .0 1 P-1. 3A 6 8.00 68 .00 68 .00 17 .00 17 .55 P-l .3 B 68 .00 68.00 68 .00 18.54 1 7 .8 1 P-1. 3C 68.00 68.00 68 .00 18.40 18 .35 P3 .4 -b 0 .01 0 .0 1 0 .01 0.52 0 .01 An a lys is beg un on: Wed Jan 1 4 14 :07:1 7 20 1 5 Anal ys i s ended o n: We d Jan 14 14 :07 :56 20 1 5 Total elap sed t ime: 00 :00 :39 S WMM 5 -Prop Interim 1 100 Yea r Page 28