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HomeMy WebLinkAboutDrainage Reports - 12/20/2001 (5)I'YiOF'FLAOof Fj- OF PORT COO LL11NS UTIII�TI!E 9 DRAINAGE AND EROSION CONTROL REPORT FOR SUNSTONE MIXED -USE Prepared for City of Fort Collins Stormwater Utility 700 Wood Street Fort Collins, Colorado 80521 ASSOCIATES I 1 1 [1 1 DRAINAGE AND EROSION CONTROL REPORT FOR 1 SUNSTONE MIXED -USE 1 1 1 1 1 1 1 11 1 1 1 1 Prepared for City of Fort Collins Stormwater Utility 700 Wood Street Fort Collins, Colorado 80521 AVMrs ASSOCIATES P.O. Box 270460 Fort Collins, Colorado 80527 (970) 223-5556, FAX (970) 223-5578 Ayres Project No. 32-0313.00 SUN9TXT.DOC September 2001 1 ii AVRES ASSOCIATES September 5, 2001 Mr. Basil Hamdan City of Fort Collins Stormwater Utility 700 Wood Street Fort Collins, Colorado 80521 Re: Drainage. and Erosion Control Report for Sunstone Mixed -Use Dear Basil, Enclosed please find our "Drainage and Erosion Control Report for Sunstone Mixed Use." We have revised the report to reflect changes to the site plan and to address City comments on our previous submittal, dated July 11, 2001. This report was prepared in accordance with the City of Fort Collins Storm Drainage Design Criteria as revised in January 1997. We appreciate your time and consideration in reviewing this submittal. Please call if you have any questions. Sincerely, Owen Ayres & Associates, lnc. fier L. Doherty, Engineer CLD:sp Enclosure 81654 Owen Ayres & Associates, Inc. Engineers/Scientists/Su rveyors 3665 JFK Parkway, Building 2, Suite 200, P.O. Box 270460, Fort Collins, CO 80527 (970) 223-5556, Denver Metro (303) 572-1806, FAX (970) 223-5578 Printed on recycled paper SUN9LTR.DOC 32-0313.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TABLE OF CONTENTS Introduction...........................................................................................................................1 Existing Drainage Conditions................................................................................................1 Proposed Drainage Conditions.............................................................................................4 ErosionControl Plan.............................................................................................................8 APPENDIX A - Existing Condition Detention Analysis.......................................................... -- APPENDIX B - Proposed Condition Detention Analysis....................................................... — APPENDIX C - Rational Method Calculations and Drainage Facility Analysis ...................... -- LIST OF FIGURES Figure1. Vicinity Map...........................................................................................................2 Figure 2. Existing condition SWMM Baseline Delineation....................................................3 Figure 3. Proposed Condition SWMM Basin Delineation....................................................7 Table 1. Erosion Control Security Requirements..................................................................8 i Ayres Associates I ' INTRODUCTION ' This report summarizes the storm drainage investigations performed for the proposed Sunstone Mixed -Use development in Fort Collins, Colorado. A hydrologic analysis of the proposed development was completed to determine the magnitude and location of storm ' runoff and to evaluate the existing and proposed detention storage at a low point in Stoney Creek Drive, adjacent to the proposed project site. This study and drainage plan was prepared to meet City of Fort Collins Storm Drainage Design Criteria for the development. 1 11 1 The Sunstone Mixed -Use development was initially envisioned at the time of the development of the Sunstone Village P.U.D., Fourth Subdivision. The proposed development was initially platted as Block 9 of that development. The development site is a 5.3 acre parcel located immediately east of Timberline Road, north of Caribou Drive and west of Stoney Creek Drive, as shown in Figure 1. The development site occupies a portion of the northwest quarter of Section 32, Township 7 North, Range 68 West, of the 6th Principal Meridian and lies within the Fox Meadows drainage basin. EXISTING DRAINAGE CONDITIONS The existing topography is such that runoff generally flows east to Stoney Creek Drive. A low point in the road, located near the northern part of the development, collects runoff in a 15-foot curb inlet on the west side of the road and a 4-foot curb inlet on the east side of the road. Runoff collected by the inlets is conveyed to the north by a 15-inch RCP to the regional drainage facilities constructed with prior phases of the Sunstone Village development. The runoff is eventually conveyed to the Sunstone Detention Pond, which was intended to provide detention storage for the entire Sunstone development, including the currently proposed development. The existing 15-inch outlet pipe from the low point in Stoney Creek Drive was designed to convey only the minor storm peak discharge of 11 cfs; an adequate outfall for runoff greater than the minor storm runoff was not provided. The spill elevation from the low point is approximately 1.1 feet above the low point elevation in the roadway. In order to adequately evaluate the impact of the proposed development, and to assess the required detention storage, an evaluation of the existing ponding condition was performed using the SWMM model. The existing detention pond was also analyzed using the EXTRAN block of the EPA SWMM model, which was used as a baseline model for the more complex proposed condition model. The total tributary area to the low point is 11.55 acres, as shown in Figure 2, which includes the entire proposed development site. The existing development site was assumed to be completely undeveloped, however, the existing developed, adjacent parcels were modeled as developed. A single subbasin SWMM model was developed to represent the runoff from the tributary area. A stage -storage -discharge rating curve was prepared for the existing ponding area. The pipe discharge characteristics were modeled using the HY-8 culvert analysis model. The overtopping stage -discharge relationship was developed using Manning's Equation in the Flowmaster program. The detention pond was also modeled using the EXTRAN model. Because the proposed condition includes two interconnected detention ponding areas, the EXTRAN model was Ayres Associates I I I I I I I I I I I I I I XI y U '�l Or m MIM zi. VF- ArIll ZI 74;4 I-X LLS 'T Vicinity Mar) N.T.S. Figure 1. Vicinity Map. 2 Ayres Associates 1 I I I I I I I I I I I I I I I L I I 11 Figure 2. Existing Condition SWMM Basin Delineation ' necessary to model the dynamic interaction between the two ponds. The existing condition EXTRAN model was run as a baseline condition, to compare with the proposed condition. ' The storage volume was input as a stage -area rating curve. The stage -discharge rating curve was modeled in the EXTRAN program as a variable rate pump, which is in essence a simple way to model a given stage -discharge relationship. The results of the existing condition SWMM and EXTRAN detention analyses show a good correlation. The EXTRAN model shows a water surface elevation that is approximately 0.05 feet lower than that indicated by the SWMM model, and an overtopping discharge that is 4 cfs lower than the SWMM model. For ease of comparison between existing and proposed conditions, the EXTRAN model is used for the calculation of discharge and water surface elevation. The 100-year discharge is 28.4 cfs, which corresponds to an overtopping discharge of 18.3 cfs. The existing condition 100-year water surface elevation is 4942.09 ft, msl. Per a conversation with Basil Hamdan, of the City of Fort Collins, it was decided that the criteria for the proposed development condition was to not exacerbate, or worsen the 100- year water surface elevation or discharge. In addition, all discharge from the proposed on - site detention pond should be conveyed through the outlet pipe. In other words, there should not be overtopping of the pond berm for the 100-year event. ' PROPOSED. DRAINAGE CONDITIONS A detailed site, grading, and drainage plan (enclosed in pocket) shows the building layout and storm drainage facilities that will be used for the Sunstone Mixed -Use development. ' The map uses a 1-foot contour interval. The development consists of 12 single-family lots and a multi -family lot which are located along the eastern frontage of the development. Six commercial business pads, and the accompanying parking and driveway amenities cover ' the western portion of the development site. A detention pond is located adjacent to the low point in Stoney Creek Drive to provide detention storage for water quality and to mitigate the increased storm runoff volume that will be the result of the development. 1 The Rational Method was used to calculate the storm runoff for the minor and major storms at various design points within and adjacent to the development. Since the development is partially residential and commercial development, the definition of minor storm varies by location within the development. For the commercial portions of the development, the minor storm is defined as a 10-year rainfall event. The minor storm event for the residential portion of the development is defined as the 2-year event. Design points were identified at all locations where drainage facilities were required and where runoff leaves the property. The majority of runoff will be concentrated at three locations before it enters the detention pond or outfall system. These areas include: (1) an inlet located at a low point within the southern commercial area, (2) a low point in the parking lot, adjacent to the detention pond; and (3) the existing low point on Stoney Creek ' Drive. Runoff from Subbasin 1 is tributary to the inlet in the southern portion of the commercial development. Subbasin 1 also includes the portion of Timberline Road adjacent to the development site and runoff from the back of the residential lots. The tributary area for Subbasin 1 is 2.8 acres. The 100-year discharge at the inlet is 21.7 cfs. The 10-year discharge will be collected by a double CDOT Type 13 inlet and conveyed to the detention pond in a 30-inch RCP. The hydraulic analysis of the proposed storm sewer was conducted 4 Ayres Associates ' according to the methodology of the FHWA HEC-22 manual. The results of the hydraulic analysis indicate that the storm sewer has a capacity of 20.3 cfs, prior to overtopping the ' central driveway. The remaining 1.4 cfs will be conveyed to the detention pond by overland flow. Runoff from Subbasin 2 is tributary to the low point in the parking lot adjacent to the detention pond. Runoff is conveyed as gutter flow to the low point. The runoff will be ' conveyed to the detention pond by a 10-foot wide riprap-lined drop (total height = 3 feet). The tributary area is 2.6 acres; the 100-year discharge to the low point is 14.4 cfs. ' Runoff from Subbasin 3 is collected by the gutter on the west side of Stoney Creek Drive, south of the low point. The subbasin consists of the half -street sections of Stoney Creek Drive and the front half of the single-family lots. The local tributary area is 1.7 acres, which ' is a reduction from the existing tributary of approximately 6 acres. The 2-year discharge is 2.4 cfs, the 100-year discharge is 11.6 cfs. The allowable street capacity for the minor storm event is defined as the discharge at the top of curb, multiplied by a reduction factor to allow for obstructions, such as parked cars. The un-factored allowable street capacity is 4.0 cfs; the reduced allowable capacity is 2.1 cfs for the minor storm. The actual flow depth for the 2-year discharge was found to be 0.40 feet, which is only 0.01 feet above the top of curb ' and does not extend beyond the back of walk or crown of road. Consequently, a variance is requested to allow a discharge 0.3 cfs than the allowable. greater The proposed condition detention pond analysis was conducted to determine the 100-year water surface elevation and discharge from the low point on Stoney Creek Drive. The lowest 1.7 feet of detention storage (0.12 acre-feet) will be used for water quality detention, with a slow release greater than 40 hours. Consequently, it was assumed that the lowest 0.12 acre-feet of detention volume will be unavailable for active detention of the 100-year ' storm event, due to antecedent moisture conditions. The low flows from the detention pond will flow through a modified CDOT Type D inlet, which will limit the discharge from the water quality volume, but will permit essentially free flow above that elevation to be contributed to the existing storm sewer. A 15-inch RCP will connect the pond outlet box to the back of the existing 15-foot curb inlet. ' The SWMM analysis used for the existing condition was modified to reflect the proposed development condition. The imperviousness in the 11.55 acre basin will be increased from 29 percent impervious to 58 percent. The drainage basin was split into two basins to ' separately account for the water that is directly contributed to the detention pond (5.36 acres) and to the low point in Stoney Creek Drive (6.19 acres). The proposed development condition is shown in Figure 3. ' The existing condition detention pond used in the EXTRAN model was separated into two ponds for the proposed condition. The volume reserved for water quality storage was not utilized as active storage volume for the 100-year event. The stage -discharge rating curve ' for the outlet pipe and overflow was not modified, since the outlet system will not be modified for the proposed condition. However, a physically modeled 15-inch pipe was input to represent the connectivity between the two ponding areas. ' The results of the analysis indicate a decrease in both the water surface elevation and 100- year discharge from the low point. The 100-year discharge will be reduced from 28.4 cfs for the existing condition to 20.0 cfs for the proposed condition. The 100-year water surface ' elevation in Stoney Creek Drive will be reduced 0.09 feet to 4942.10 ft, msl. The water surface in the on -site detention pond will be 4942.5 ft, msl. The spillway elevation will be set at the 100-year water surface elevation, and the short berm (1.5 feet tall), which 1 5 Ayres Associates separates the two ponding areas, will be set at elevation 4943.5 ft, msl, which provides 1.0 feet of freeboard. ' At the request of the City, a sensitivity analysis was performed for the detention pond to determine the consequences of a reduced outlet pipe capacity. Both the existing and proposed EXTRAN models were run with a revised storage -discharge rating curve, which reflects a reduced pipe discharge of 5.3 cfs (5.0 cfs lower than the calculated capacity of ' 10.3 cfs). For the sensitivity analysis, the proposed condition discharge would still be 8.9 cfs lower than the existing condition, being lowered from 31.2 cfs to 22.3 cfs. The construction plans show the construction of the Sunstone Mixed -Use development to be accomplished in phases. The first phase would include only the construction of the detention pond and the single-family residential lots. The commercial portion of the development would be constructed as a future phase. In the interim, minor regrading would be accomplished to provide surface drainage to the detention pond. It is the intention of the Phase 1 design for the detention pond inlet, outlet, and grading to be completed to final grade. Only the lower segment of the inlet storm sewer will be constructed in conjunction with the first phase. L 1 1 6 Ayres Associates I I I 1 I Figure 3. Proposed. Condition SWMM Basin Delineation [I I 1 1 �J 1 1 1 EROSION CONTROL PLAN Erosion from the site can be classified into erosion caused by wind and rainfall. Since construction may occur during the winter months, an effective wind erosion plan must be established. On moderate erodibility soil, significant erosion could occur without steps taken to protect the soil. Those portions of the site not covered with pavement, concrete, or buildings will have 2 tons/acre of straw mulch applied for water erosion control, which will also prevent wind erosion. All mulches will be properly anchored. The effects of rainfall erosion will be significantly reduced by the use of several erosion control techniques to prevent sediment from leaving the site. A silt fence will be placed along the east property line to prevent sediment from washing off of the site. Gravel inlet filters will be placed at each inlet. A gravel inlet filter will be placed around the detention pond low flow outlet pipe. During final grading before asphalt or concrete is installed, the soil will be roughened and furrowed perpendicular to the prevailing winds (northwest to southeast). All areas not covered by asphalt, concrete, or foundations and not seeded within two weeks of final grading will have 2 tons/acre of straw mulch either crimped 4 or more inches into the soil or sprayed with a tackifier. The silt fence will remain in place until construction is complete. They should be checked by the contractor and/or owner after each storm event to determine whether repairs or alterations are needed. Security requirements for erosion control are shown in Table 1. The largest amount, the cost for erosion control will be submitted. Table 1. Erosion Control Security Requirements. Construction Cost Estimate for Erosion Control Item Description Units Quantity Unit Cost $ Total $ 1 Silt Fence LF 960 1.50 1,440.00 2 Gravel filter at inlets EA 3 350.00 1,050.00 3 Straw mulch at 2 tons/ac AC 5.3 450.00 2,385.00 TOTAL 1.5 x TOTAL 4,875.00 7,312.50 Construction Cost Estimate for Gross Area Revegetation Item I Description I Units I Quantity Unit Cost $ Total $ 1 Reseeding AC 1 5.31 615.00 3,259.50. TOTAL 1.5 x TOTAL 3,259.50 4,889.25 1 8 Ayres Associates n + t I r 4 ..Y f ,1 •t T i , / t' x r o � , v f n � y f' 5.4 (. 0 I f , 1 ♦r � t n ! a lX APpENQI A Existing C�niit�on Detention Analysis f J r 4 i `.i ..0 1 Y i 4 l yV3 yi •aka 42 RR�� p _ L / a ,*..,. 1 t ml ` i t• ! IT- F, {,' ' t � � �•• / y V5 t Yr I ) � f ! 'r t / ( •� i i r l � ,h fl i 5 ,�f. 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Znle+ oyact vjas�ICcITCrrnlned from SDDCrtanual Figure o2 t'�= 4/�'(15 0,9 t P8) pipe cvacl Nay Aeiermlrtea V51nl 91,8 Fates .Re over • JOK6 i'o 5un51v(,c Drt✓LLL were 0AJcL;J4 d USlnj Jo..) Ma5�er I rjOl-ma 1 JCP81 4rwlh AnlrrelAir ro'SYSuT10/l• r0e✓46/1 SnIt+ PiPC,��y 0✓ei{�p 1n 9 T�I volaenc (Ceef) N (100 G? (ens) C? (ifs) f1(cFsl Q (X Q CcFs) Lac -Ff) 4940,5 O v 0 0 o e 0 4940 10.3 0 10,3 04( . y941,�a (015 a 101.3 0131 yy�►ISS Iv,3 a.a la •5 bc18 9, a Iq • 5 0,57 Io'3 11A a911 o,18 �IgKa,a 10,3 55's 45,0 0199 Project No. 3,g0313 Remarks I Prepared by CLD Date 8/1I o0 Project Name Suns atc itiltxcd USc Checked by Date Title/Item I'XIS�in e�l/li�iorl Sheet of w dm .- a0 o ' m�W •� _ ?� .. Tin, ? VII M • 1 1 1 1 1 1 i P11 'sPa1 40JV Pue SJ@@ulbu3 �Jewpue S\UISIAEE 9 „SZ.asabe S aI\I�IQ aUc.�sur�c� I L i ICL�, a : ' ►� IA d - i -7 � 9 I Vol J i o ttOO p. N t Z No , co V Q IL '04- -I 0. g0'tjI° 'Sd . ... ..s �•QJ7'.'Jl ' Worksheet Worksheet for Irregular Channel Project Description Worksheet Stoney Creek Drive Outlel ' Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Input Data Slope 005556 ftfft ' Water Surface Elev. 41.85 ft Options Current Roughness Methcoved Lotter's Methoc Open Channel Weighting oved Lotter's Methoc Closed Channel Weightin( Horton's Method ' Results Mannings Coeffic 0.016 ' Elevation Range 1,62 to 43.00 Discharge 2.2 cfs Flow Area 1.4 ft2 Wetted Perimetei 12.91 It ' Top Width 12.89 It Actual Depth 0.23 ft Critical Elevation 41.83 It ' Critical Slope 0,007881 tVft Velocity 1.58 We Velocity Head 0.04 ft Specific Energy 41.89 ft Froude Number 0.84 Flow Type Subcritical ' Calculation Messages: Flow is divided. Roughness Segments ' Start End Mannings Station Station Coefficient 1+00 1+70 0.016 ' Natural Channel Points ' Station (ft) Elevation (ft) 1+00 42.24 1+00 41.84 ' 1 +24 42.21 1+48 41.62 1+53 42.02 1+70 43.00 Project Engineer: Chris Doherty f:\sunstone\flowmaster\pondspill.fm2 Owen Ayres & Associates, Inc FlowMaster v6.0 [614e] 07/12/00 03:13:21 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Worksheet Worksheet for Irregular Channel 1 1 1 1 Project Description Worksheet Stoney Creek Drive Outlel Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Input Data Slope 005556 ft/ft Water Surface Elev. 42.00 It Options Current Roughness Methcoved Lotter's Methoc Open Channel Weighting oved Lotter's Methoc Closed Channel Weightini Horton's Method Results Mannings Coeffic 0.016 Elevation Range 1.62 to 43.00 Discharge 9.2 cis Flow Area 4.7 1? Wetted Perimetei 30.86 it Top Width 30.79 it Actual Depth 0.38 ft Critical Elevation 41.99 it Critical Slope 0.007102 ft/ft Velocity 1.97 ft/s Velocity Head 0.06 It Specific Energy 42.06 It Froude Number 0.89 Flow Type Subcritical Calculation Messages Flow is divided. Roughness Segments Start End Mannings Station Station Coefficient 1+00 1+70 0.016 Natural Channel Points Station Elevation (ft) (ft) 1+00 42.24 1+00 41.84 1+24 42.21 1 +48 41.62 1+53 42.02 1+70 43.00 Project Engineer: Chris Doherty f:\sunstone\flowmaster\pondspill.fm2 Owen Ayres & Associates, Inc FlowMaster v6.0 (614e] 07/12/00 02:52:25 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 I Worksheet Worksheet for Irregular Channel Project Description Worksheet Stoney Creek Drive Outlel Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Input Data Slope 005556 ft/ft Water Surface Elev. 42.10 it Options ' Current Roughness Methcoved Lotter's Methoc Open Channel Weighting oved Lotter's Methoc Closed Channel Weightinc Horton's Method Results Mannings Coeffic 0.016 Elevation Range 1.62 to 43.00 Discharge 19.4 cis Flow Area 8.4 ftz Wetted Perimetei 43.22 ft Top Width 43.10 ft Actual Depth 0.48 it Critical Elevation 42.09 ft Critical Slope 0.006522 Wit ' Velocity 2.32 ft/s Velocity Head 0.08 ft Specific Energy 42.18 it Froude Number 0.93 ' Flow Type Subcritical Calculation Messages: ' Flow is divided. Roughness Segments Start End Mannings Station STatinn r.naffiriant 1+00 1+70 0.016 ' Natural Channel Points ' Station Elevation (it) (it) 1+00 42.24 1+00 41.84 1 +24 42.21 ' 1 +48 41.62 1+53 42.02 ' 1+70 43.00 1 Project Engineer: Chris Doherty ' f:\sunstone\flowmaster\pondspill.fm2 Owen Ayres & Associates, Inc FlowMaster v6.0 (614e] 07/12/00 03:15:30 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 I CURRENT DATE: CURRENT TIME: 08-24-2000 15:18:22 FILE FILE DATE: NAME: 08-24-2000 SUN -OUT AAAAAAAAAAAAAAAAAAAAAAAAAA FHWA CULVERT ANALYSIS HY-8, VERSION 6.0 3 C 3 SITE DATA 3 CULVERT SHAPE, MATERIAL, INLET 3 3 U .. .. Al 3 L 3 INLET OUTLET CULVERT 3 BARRELS 3 3 V 3 ELEV. ELEV. LENGTH 3 SHAPE SPAN RISE MANNING INLET 3 3NO.3 (ft) (ft) (ft) 3 MATERIAL (ft) (ft) n TYPE 3 3 1 34937.31 4936.75 455.00 3 1 RCP 1.25 1.25 .013 CONVENTIONAL3 3 2 3 3 3 3 3 3 3 3 3 4 3 3 3 3 5 3 3 3 3 6 3 3 U SUMMARY OF CULVERT FLOWS (cfs) FILE: SUN -OUT DATE: 08-24-2000 ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR 4938.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 1 4938.18 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.00 1 4938.49 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.00 1 4938.70 3.0 3.0 0.0 0.0 0.0 0.0 0.0 0.00 1 4938.81 4.0 4.0 0.0 0.0 0.0 0.0 0.0 0.00 1 4938.95 5.0 5.0 0.0 0.0 0.0 0.0 0.0 0.00 1 4939.12 6.0 6.0 0.0 0.0 0.0 0.0 0.0 0.00 1 4939.43 7.0 7.0 0.0 0.0 0.0 0.0 0.0 0.00 1 4939.82 8.0 8.0 0.0 0.0 0.0 0.0 0.0 0.00 1 4940.28 9.0 9.0 0.0 0.0 0.0 0.0 0.0 0.00 1 4940.78 10.0 10.0 0.0 0.0 0.0 0.0 0.0 0.00 1 4943.00 10.3 10.3 0.0 0.0 0.0 0.0 0.0 OVERTOPPING SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: SUN -OUT DATE: 08-24-2000 HEAD HEAD TOTAL FLOW % FLOW ELEV (ft) ERROR (ft) FLOW (cfs) ERROR (cfs) ERROR 4938.00 0.000 0.00 0.00 0.00 4938.18 0.000 1.00 0.00 0.00 4938.49 0.000 2.00 0.00 0.00 4938.70 0.000 3.00 0.00 0.00 4938.81 0.000 4.00 0.00 0.00 4938.95 0.000 5.00 0.00 0.00 4939.12 0.000 6.00 0.00 0.00 4939.43 0.000 7.00 0.00 0.00 4939.82 0.000 8.00 0.00 0.00 4940.28 0.000 9.00 0.00 0.00 4940.78 0.000 10.00 0.00 0.00 ""<l> TOLERANCE (ft) = 0,010 <2> TOLERANCE 1.000 iriri.................. I I I 2 CURRENT DATE: 08-24-2000 FILE DATE: 08-24-2000 CURRENT TIME: 15:18:22 aaaanririAriaririnriaiaririnaririnrianriririnanriaaarinnrinannririaiianaAannrinriririririririnaarinri.................. FILE NAME: SUN -OUT PERFORMANCE CURVE FOR CULVERT 1 - 1( 1.25 (ft) BY 1.25 (ft)) RCP DIS- HEAD- INLET OUTLET CHARGE WATER CONTROL CONTROL FLOW NORMAL GRIT. OUTLET TW OUTLET TW FLOW ELEV. DEPTH DEPTH TYPE DEPTH DEPTH DEPTH DEPTH VEL. VEL. (cfs) (ft) (ft) anannnnnanaannnnnannnnnnnnnnnnaannannnaannnnaannnnnnnnnnaaannannnaannannnnnnanna (ft) <F4> (ft) (ft) (f t.) ...... (fps.) ...... (fps.)... 0.00 4938.00 0.00 0.69 0-NF 0.00 0.00 0.00 1.25 0.00 0.00 1.00 4938.18 0.53 0.87 3-Mlf 0.58 0.39 1.25 1.25 0.81 0.00 2.00 4938.49 0.82 1.18 3-Mlf 0.92 0.56 1.25 1.25 1.63 0.00 3.00 4938.70 1.05 1.39 3-mlf 1.25 0.69 1.25 1.25 2.44 0.00 4.00 4938.81 1.26 1.50 3-Mlf 1.25 0.81 1.25 1.25 3.26 0.00 5.00 4938.95 1.50 1.64 3-Mlf 1.25 0.90 1.25 1.25 4.07 0.00 6.00 4939.12 1.78 1.81 3-mlf 1.25 0.99 1.25 1.25 4.89 0.00 7.00 4939.43 2.12 2.01 3-mlf 1.25 1.05 1.25 1.25 5.70 0.00 8.00 4939.82 2.51 2.24 3-Mlf 1.25 1.11 1.25 1.25 6.52 0.00 9.00 4940.28 2.97 2.50 3-Mlf 1.25 1.17 1.25 1.25 7.33 0.00 10.00 4940.78 3.47 2.80 3-Mlf 1.25 1.23 1.25 1.25 8.15 .. .. .. 0..00.. El. inlet face invert 4937.31 ft El. outlet invert 4936.75 ft El. inlet throat invert 0.00 ft El. inlet crest 0.00 ft SITE DATA ***** CULVERT INVERT INLET STATION 0.00 ft INLET ELEVATION 4937.31 ft OUTLET STATION 455.00 ft OUTLET ELEVATION 4936.75 ft NUMBER OF BARRELS 1 SLOPE (V/H) 0.0012 CULVERT LENGTH ALONG SLOPE 455.00 ft I I I I I I I CULVERT DATA SUMMARY BARREL SHAPE BARREL DIAMETER BARREL MATERIAL BARREL MANNING'S n INLET TYPE INLET EDGE AND WALL INLET DEPRESSION CIRCULAR 1.25 ft CONCRETE 0.013 CONVENTIONAL SQUARE EDGE WITH HEADWALL NONE 11 I I WEIR COEFFICIENT 3.00 EMBAN10MUT TOP WIDTH 100.00 ft CREST LENGTH 100.00 ft OVERTOPPING CREST ELEVATION 4943.00 ft 11 I I I I I I I I I 2 1 1 2 3 4 WATERSHED 0 Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis Existing Condition Detention Analysis 180 0 0 1.0 1 1. 1 24 5.0 1.00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 2.48 1.46 1.22 1.06 1.00 0.95 0.91 0.87 0.84 0.81 0.78 0.75 0.73 0.71 0.69 0.67 1 1 100 309011.55 29. .020 .016 .25 .1 .3 .51 .50 .0018 0 1 1 0 100 7 2 0.01 1000. 0.02 0.00 0.00 0.015 .01 0.0 0.0 0.01 5.3 0.36 5.3 0.48 7.5 0.59 14.5 0.78 24.7 0.99 40.8 0 1 100 ENDPROGRAM Sunstone Mixed Use - Existing Condition SWMM July 2001 Ayres Associates 1 of 13 EXISTING.DAVOUT 1 ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 DEVELOPED BY METCALF • EDDY, INC. UNIVERSITY OF FLORIDA WATER RESOURCES ENGINCEERS, INC. (SEPTEMBER 1970) UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) Modified to run MODSWMM input files with comment statements and up to 999 elements, 200 diversions up to 50 pairs of hydrographs, storage routing or diversion data September 2000 by Ayres Associates OTAPE OR DISK ASSIGNMENTS ,TIN (1) JIN(2) JIN(3) JIN(4) JIN(S) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 0 0 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 1 WATERS HID PROGRAM CALLED ••• ENTRY MADE TO RUNOFF MODEL - Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis Existing Condition Detention Analysis ONUMBER OF TIME STEPS 180 OINTEGRATION TIME INTERVAL (MINUTES) 1.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH OFOR 24 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES OFOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR 1.00 1.14 1.33 2.23 2.84 5.49 1.22 1.06 1.00 0.95 0.91 0.87 0.73 0.71 0.69 0.67 1 Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis Existing Condition Detention Analysis 9.95 4.12 2.48 1.46 0.84 0.81 0.78 0.75 SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) )AC) IMPERV. )FT/FT) DIPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO 1 100 3090. 11.6 29.0 0.0200 0.016 0.250 0.100 0.300 0.51 0.50 0.00180 1 OTOTAL NUMBER OF SUBCATCHMENTS, 1 OTOTAL TRIBUTARY AREA (ACRES). 11.55 1 Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis Existing Condition Detention Analysis HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 1 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 1 Sunstone Mixed Use - Existing Condition SWMM Ayres Associates 2 of 13 July 2001 EXISTING.DAVOUT 1] 1 1 1 1 H 1 1 0 1. 0. 0 2. 0. 0 3. 0. 0 4. 0. 0 5. 0. 0 6. 0. 0 1. 0. 0 8. 1. 0 9. 2. a 10. 3. 0 11. 4. 0 12. 4. 0 13. 4. 0 14. 4. 0 15. 4. 0 16. 5. 0 17. 7. 0 18. 7. 0 19. 7. 0 20. 7. 0 21. S. 0 22. 10. 0 23. 10. 0 24. 11. 0 25. 12. 0 26. 16. 0 27. 23. 0 28. 26. 0 29. 29. 0 30. 31. 0 31. 42. 0 32. 55. 0 33. 63. 0 34. 68. 0 35. 74. 0 36. 67. 0 37. 57. 0 38. 54. 0 39. 52. 0 40. 51. 0 41. 47. 0 42. 42. a 43. 40. 0 44. 38. 0 45. 36. 0 46. 33. 0 47. 30. 0 48. 28. Sunstone Mixed Use - Existing Condition SWMM July 2001 Ayres Associates 3 of 13 EXISTING.DAVOUT 1 0 49, 26. 0 5. 2. 0 51. 23. 0 52. 22. 0 57. . ' 0 56. 19 19. 0 55. 19. 0 5. 1, 0 57. 11. 0 58. 16. 0 5, 15, ' 1 0. 0 15. 1 1. 14. 1 2. 1. ' 1 3. 13. 1 d. 13. 1 5. 12. 1 1 6. 12. 1 7. 11. 1 ' 1 1 10. 11. 1. 11. 10. ' 1 12. 10. 1 13. 10. 1 . 9. ' 1 15. 15 9. 1 16. 9. 1 1. 9. 1 18. 9. 1 19. 8. 1 2. S. ' 1 21. 8. 1 22. 8. 1 23. 8. ' 1 zd. e. 1 25. 8. 1 2. 7. ' 1 27. 7. 1 28. 7. 1 29. 7. ' 1 30. 7. 1 31. 7. 1 3. 7. 1 73. 7. 1 34. 6. 1 15. 6. Sunstone Mixed Use - Existin.- Condition SWMM July 2001 ' Ayres Associates 4 of 13 EXISTING.DAVOUT I 1 11 1 I 1 36. 6. 1 37. 6. 1 38. 6. 1 39. 6. 1 40. 6. 1 41. 6. 1 42. 6. 1 43. 6. 1 44. 6. 1 45. 6. 1 46. S. 1 47. 5. 1 48. S. 1 49. 5. 1 50. S. 1 51. 5. 1 52. 5. 1 53. 5. 1 54. 5. 1 55. 5. 1 56. 5. 1 57. 5. 1 58. 5. 1 59. 5. 2 0. 5. 2 1. 4. 2 2. 3. 2 3. 3. 2 4. 2. 2 5. 2. 2 6. 2. 2 7. 2. 2 8. 2. 2 9. 2. 2 10. 2. 2 11. 2. 2 12. 1. 2 13. 1. 2 14. 1. 2 15. 1. 2 16. 1. 2 17. 1. 2 18. 1. 2 19. 1. 2 20. 1. 2 21. 1. 2 22. 1. 2 23. 1. ' Sunstone Mixed Use - Existin.- Condition SWMM July 2001 Ayres Associates 5 of 13 EXISTING.DAT/OUT 2 24. 1. 2 25. 1. 2 26. 1. 2 27. 1. 2 28. 1. 2 29. 1. 2 30. 1. 2 31. 1. 2 32. 1. 2 33. 1. 2 34. 1. 2 35. 1. 2 36. 1. 2 37. 1. 2 38. 1. 2 39. 1. 2 40. 1. 2 41. 0. 2 42. 0. 2 43. 0. 2 44. 0. 2 45. 0. 2 46. 0. 2 47. 0. 2 48. 0. 2 49. 0. 2 50. 0. 2 51. 0. 2 52. 0. 2 53. 0. 2 54. 0. 2 55. 0. 2 56. 0. 2 57. 0. 2 58. 0. 2 59. 0. 3 0. 0. 1 Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis Existing Condition Detention Analysis "` CONTINUITY CHECK FOR SUECATCHIMEMT ROUTING IN UDSWM2-PC MODEL - WATERSHED AREA (ACRES) 11.550 TOTAL RAINFALL (INCHES) 3.669 TOTAL INFILTRATION (INCHES) 0.729 TOTAL WATERSHED OUTFLOW (INCHES) 2.665 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) 0.275 Sunstone Mixed Use - Existin.- Condition SWMM Ayres Associates 6 of 13 July 2001 EXISTING.DAVOUT ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL 0.000 1 Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis Existing Condition Detention Analysis WIDTH INVERT SIDE SLOPES OVEREANE/SURCHARGE GUTTER GUTTER HOP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JR NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (PT) 100 0 7 2 PIPE 0.0 1000. 0.0200 0.0 0.0 0.015 0.01 0 RESERVOIR STORAGE IN ACRE -PEST VS SPILLWAY OUTFLOW 0.0 0.0 0.0 5.3 0.4 5.3 0.5 7.5 0.6 14.5 0.8 24.7 1.0 40.8 07VTAL NUMBEP. OF GUTTERS/PIPES, 1 1 Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis Existing Condition Detention Analysis ARRANGEMENT OF SUBCATCHKENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 100 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 11.6 1 Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis Existing Condition Detention Analysis HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 1 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CPS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN PELT (S) DENOTES STORAGE IN AC -FT FOR DETENSION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. (I) DENOTES GUTTER INFLOW IN CPS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CPS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER TIME(HR/MIN) 100 0 1. 0. 0.0(S) 0 2. 0. 0.0(S) 0 3. 0. 0.0(S) 0 4. 0. 0.0(S) 0 5. 0. 0.0(S) 0 6. 0. 0.0(S) 0 7. 0. 0.0(S) 0 8. 1. 0.0(S) 0 9. 2. 0.0(S) 0 10. 2. 0.0(S) 0 11. 3. 0.0(S) 0 12. 4. o.o(S) 0 13. 4. O.O(S) Sunstone Mixed Use - Existing Condition SWMM Ayres Associates 7 of 13 July 2001 EXISTING.DAVOUT [1 0 14. 4. 0.0(s) 0 15. 4. O.0(S) 0 16. 5. 0.0(SI 0 17. 5. 0.0(S) 0 18. S. 0.0(S) 0 19. S. 0.0(S) 0 20. 5. O.O(S) 0 21. 5. 0.0(S) 0 22. 5. 0.0(S) 0 23. 5. 0.0(S) 0 24. 5. 0.0(S) 0 25. 5. 0.1(S) 0 26. 5. O.1(S) 0 27. 5. 0.1(S) 0 28. S. 0.1(S) 0 29. S. 0.2(S) 0 30. 5. 0.2(S) 0 31. 5. 0.2(S) 0 32. 5. 0.3(S) 0 33. 6. 0.4(S) 0 34. 7. 0.5(5) 0 35. 13. 0.6(S) 0 36. 17. 0.6(S) 0 37. 20. 0.7(S) 0 38. 22. 0.7(S) 0 39. 24. 0.8(SI 0 40. 27. 0.8(S) 0 41. 29. 0.S(S) 0 42. 30. 0.9(S) 0 43. 31. 0.9(S) 0 44. 32. 0.9(S) 0 45. 32. Sunstone Mixed Use - Existing Condition S"M Ayres Associates 8 of 13 July 2001 EXISTING.DAVOUT 0.9(5) 0 46. 32. 0.9(S) 0 47. 32. 0.915) 0 48. 32. 0.915) 0 49. 31. 0.9(S) 0 50. 30. 0.9(S) 0 51. 30. 0.8(S) 0 52. 29. O.S(S) 0 53. 28. 0.8(5) 0 54, 27. 0.8(S) 0 55. 26. 0.8(S) 0 56. 25. 0.8(S) 0 57. 25. 0.8(S) 0 58. 24. 0.8(5) 0 59. 23. 0.8151 1 0. 23. 0.715) 1 1. 22. 0.7(S) 1 2. 22. 0.7(S) 1 3. 21. 0.7(S) 1 4. 20. 0.7(S) 1 5. 20. 0.7(5) 1 6. 19. 0.7(S) 1 7. 19. 0.7(S) 1 8. 18. 0.7(S) 1 9. 18. 0.6(S) 1 10. 17. 0.6(5) 1 11. 17. 0.6(5) 1 12. 16. 0.6(S) 1 13. 16. 0.6(S) 1 14. 15. 0.6(5) 1 15. 15. 0.6(S) 1 16. 14. O.6(S) Sunstone Mixed Use - Existin- Condition SWMM Ayres Associates 9 of 13 July 2001 EXISTING.DAVOUT 1 17. 14. 0.6(S) 1 18. 13. 0.6(S) 1 19. 13. 0.6(S) 1 20. 13. 0.6(S) 1 21. 12. 0.6(S) 1 22. 12. 0.5(S) 1 23. 12. 0.5(S) 1 24. 11. 0.5(S) 1 25. 11. 0.5(S) 1 26. 11. 0.5(S) 1 27. 10. 0.5(S) 1 28. 10. 0.5(S) 1 29. 10. 0.515) 1 30. 10. 0.5(S) 1 31: 9. 0.5(S) 1 32. 9. 0.5(S) 1 33. 9. 0.5(S) 1 34. 9. 0.5(S) 1 35. 9. 0.5(S) 1 36. 8. 0.5(S) 1 37. 8. 0.5(S) 1 38. 8. 0.5(S) 1 39. 8. 0.5(S) 1 40. 8- 0 .5(S) 1 41. 7. 0.5(S) 1 42. 7. 0.5(S) 1 43. 7. 0.5(S) 1 44. 7. 0.5(S) 1 45. 7. 0.5(S) 1 46. 7. 0.5(S) 1 47. 7. 0.5(S) 1 48. 7. 0.5(S) Sunstone Mixed Use - Existin.- Condition SWMM Ayres Associates 10 of 13 July 2001 EXISTING.DAVOUT 1 1 1 1 1 1 49, 7. 0.5(S) 1 50. 7. 0.5(S) 1 51. 7. 0.5(S) 1 52. 7. 0.5(S) 1 53. 7. 0.4(S) 1 54. 7. 0.4(S) 1 55. 7. 0.4(S) 1 56. 7. 0.4(S) 1 57. 7. 0.4(S) 1 58. 7. 0.4(S) 1 $9. 7. 0.4(S) 2 0. 7. 0.4(S) 2 1. 7. 0.4(S) 2 2. 6. 0.4(S) 2 3. 6. 0.4(S) 2 4. 6. 0.4151 2 5. 6. 0.4(S) 2 6. 6. 0.4(5) 2 7. 6. 0.4(S) 2 S. 6. 0.4(S) 2 9. 6. 0.4(S) 2 10. 6. 0.4(S) 2 11. 6. 0.4(S) 2 12. 5. 0.4(S) 2 13. 5. 0.4(S) 2 14. 5. 0.41S) 2 15. 5. 0.4(S) 2 16. 5. 0.3(S) 2 17. 5. 0.3(S) 2 18. 5. 0.3(S) 2 19. 5. 0.3(S) 2 20. 5. Sunstone Mixed Use - Existiri.- Condition SWMM Ayres Associates I I of 13 July 2001 EXISTING.DAVOUT 1 1 1 1 0.3(S) 2 21. 5. 0.3(S) 2 22. S. 0.3151 2 23. 5. 0.3(S) 2 24. S. 0.3(S) 2 25. S. 0.3(5) 2 26. 5. 0.3(S) 2 27. 5. 0.3(S) 2 28. S. 0.3(S) 2 29. 5. 0.315) 2 30. 5. 0.3(S) 2 31. 5. 0.3(S) 2 32. 5. 0.2(5) 2 33. 5. 0.2(S) 2 34. 5. 0.215) 2 35. 5. 0.2(S) 2 36. 5. 0.2(S) 2 37. 5. 0.2(S) 2 38. 5. 0.2(S) 2 39. 5. 0.2(S) 2 40. S. 0.2(S) 2 41. 5. 0.2(S) 2 42. 5. 0.2(S) 2 43. 5. 0.2(S) 2 44. 5. 0.2(5) 2 45. 5. 0.2(S) 2 46. 5. 0.2(S) 2 47. 5. 0.1(S) 2 48. S. 0.1(S) 2 49. 5. 0.1(S) 2 50. 5. O.1(S) 2 51. 5. O.S(S) Sunstone Mixed Use - Existing Condition SWMM Ayres Associates 12 of 13 July 2001 EXISTING.DAVOUT 2 52. 5. O.1(S) 2 53. 5. 0.1(S) 2 56. 5. 0.1(S) 2 55. 5. 0.1(SI 2 56. S. O.1(S) 2 57. S. 0.1(S) 2 58. 5. 0.1(S) 2 59. 5. 0.1(S) 3 0. 5. 0.1(S) 1 Sunstone Mixed -Use - Stoney Creek Drive Detention Amlysis Existing Condition Detention Analysis "' PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CM 100 32.3 (FT) 0.01 (AC -FT) 0.88 (HR/MIN) 0 76. Qtvo CektSi'� 3a• 3 vl! 1 ENDPROGRAM PROGRAM CALLED w5100 = gq4.15 —pipe = (a,3cG Cow.pre, $XT1! A J { let 5J l "• %too = aM L5 w5toa : G05G rcpl,ho�... Exre�t� has 74�t- Mu l o 4e- (cwc• Po�ho�t pFititc 5 its ,c (s%hA, cvr✓t v Esc ExT�A� rr�Jlis �u� ►'C�ur+►�I� Sunstone Mixed Use — Existing Condition SWMM Ayres Associates 13 of 13 July 2001 EXISTING.DAVOUT 11 1 I [_I 11 1] * NBLOCK JIN(1) JOUT(1) SW 1 0 0 * NITCH NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) MM 1 1 2 3 4 ® 0 'Ext-ex.out' $EXTRAN Al 'Sunstone Mixed -Use Development Existing Condition Extran Model' Al 'Ayres Associates JULY 2001 FILE:EXT-EX.DAT' * * ISOL KSUPER BO 0 0 * JELEV JDOWN IPRATE BB 0 0 1 * NTCYC DELT TZERO NSTART INTER JNTER REDO B1 10800 1.0 0.0 1 3600 300 0 * METRIC NEQUAL AMEN ITMAX SURTOL B2 0 2 0 30 0.05 * NHPRT NQPRT NPLT LPLT NJSW B3 1 1 0 0 1 B4 20 B5 90001 * JUNCTION Data * JUN GRELEV Z QINST YO D1 20 4943.0 4937.31 0.0 0.0 D1 30 4943.0 4937.0 0.0 0.0 * JUNCTION DETENTION STORAGE DEFINITION * JSTORE GELEV ASTORE NUMST (AREA IN ACRES VS. DEPTH IN FEET) El 20 4943.0 -1.0 5 E2 0.001 0 0.002 3.19 0.060 3.69 1.331 4.69 2.933 5.69 El 30 4943.0 100000. 0 * * IPTY NJUNC NJUNC NPRATE PRATEI PRATE2 PRATE3 PRATE4 PRATES PRATE6 PRATE? PRATE8 PRATE9 VRATEI VRATE2 VRATE3 VRATE4 VRATE5 VRATE6 VRATE7 VRATE8 VRATE9 PON POFF H1 4 20 30 9 1.0 4.0 8.0 10.0 10.3 12.5 19.5 29.7 45.8 0.87 1.50 2.51 3.47 4.31 4.54 4.69 4.79 4.89 0.10 0.05 * BOUNDARY CONDITIONS * JFREE NBCF I1 30 1 J1 2 J2 4937.1 Kl 1 * K2 20 * 20 K3 0.0000 0 K3 0.0167 0 K3 0.0333 0 K3 0.0500 0 K3 0.0667 0 K3 0.0833 0 K3 0.1000 0 K3 0.1167 0 K3 0.1333 1 K3 0.1500 2 Sunstone Mixed Use - Existing Condition EXTRAN July 2001 Ayres Associates 1 of 21 EXT-EX.DAT/OUT I] I I K3 0.1667 3 K3 0.1833 4 K3 0.2000 4 K3 0.2167 4 K3 0.2333 4 K3 0.2500 4 K3 0.2667 5 K3 0.2833 7 K3 0.3000 7 K3 0.3167 7 K3 0.3333 7 K3 0.3500 8 K3 0.3667 10 K3 0.3833 10 K3 0.4000 11 K3 0.4167 12 K3 0.4333 16 K3 0.4500 23 K3 0.4667 26 K3 0.4833 29 K3 0.5000 31 K3 0.5167 42 K3 0.5333 55 K3 0.5500 63 K3 0.5667 68 K3 0.5833 74 K3 0.6000 67 K3 0.6167 57 K3 0.6333 54 K3 0.6500 52 K3 0.6667 51 K3 0.6833 47 K3 0.7000 42 K3 0.7167 40 K3 0.7333 38 K3 0.7500 36 K3 0.7667 33 K3 0.7833 30 K3 0.8000 28 K3 0.8167 26 K3 0.8333 25 K3 0.8500 23 K3 0.8667 22 K3 0.8833 20 K3 0.9000 19 K3 0.9167 19 K3 0.9333 18 K3 0.9500 17 K3 0.9667 16 K3 0.9833 15 K3 1.0000 15 K3 1.0167 14 K3 1.0333 14 K3 1.0500 13 K3 1.0667 13 K3 1.0833 12 K3 1.1000 12 K3 1.1167 11 K3 1.1333 11 K3 1.1500 11 K3 1.1667 11 K3 1.1833 10 K3 1.2000 10 Sunstone Mixed Use - Existing Condition EXTRAN Ayres Associates 2 of 21 July 2001 EXT-EX.DAT/OUT I [] 1 K3 1.2167 10 K3 1.2333 9 K3 1.2500 9 K3 1.2667 9 K3 1.2833 9 K3 1.3000 9 K3 1.3167 8 K3 1.3333 8 K3 1.3500 8 K3 1.3667 8 K3 1.3833 8 K3 1.4000 8 K3 1.4167 8 K3 1.4333 7 K3 1.4500 7 K3 1.4667 7 K3 1.4833 7 K3 1.5000 7 K3 1.5167 7 K3 1.5333 7 K3 1.5500 7 K3 1.5667 6 K3 1.5833 6 K3 1.6000 6 K3 1.6167 6 K3 1.6333 6 K3 1.6500 6 K3 1.6667 6 K3 1.6833 6 K3 1.7000 6 K3 1.7167 6 K3 1.7333 6 K3 1.750.0 6 K3 1.7667 5 K3 1.7833 5 K3 1.8000 5 K3 1.8167 5 K3 1.8333 5 K3 1.8500 5 K3 1.8667 5 K3 1.8833 5 K3 1.9000 5 K3 1.9167 5 K3 1.9333 5 K3 1.9500 5 K3 1.9667 5 K3 1.9833 5 K3 2.0000 5 K3 2.0167 4 K3 2.0333 3 K3 2.0500 3 K3 2.0667 2 K3 2.0833 2 K3 2.1000 2 K3 2.1167 2 K3 2.1333 2 K3 2.1500 2 K3 2.1667 2 K3 2.1833 2 K3 2.2000 1 K3 2.2167 1 K3 2.2333 1 K3 2.2500 1 Sunstone Mixed Use - Existing Condition EXTRAN Ayres Associates 3 of 21 July 2001 EXT-EX.DAT/OUT F- L r- - L 7 L 1 1 11 1 K3 2.2667 1 K3 2.2833 1 K3 2.3000 1 K3 2.3167 1 K3 2.3333 1 K3 2.3500 1 K3 2.3667 1 K3 2.3833 1 K3 2.4000 1 K3 2.4167 1 K3 2.4333 1 K3 2.4500 1 K3 2.4667 1 K3 2.4833 1 K3 2.5000 1 K3 2.5167 1 K3 2.5333 1 K3 2.5500 1 K3 2.5667 1 K3 2.5833 1 K3 2.6000 1 K3 2.6167 1 K3 2.6333 1 K3 2.6500 1 K3 2.6667 1 K3 2.6833 0 K3 2.7000 0 K3 2.7167 0 K3 2.7333 0 K3 2.7500 0 K3 2.7667 0 K3 2.7833 0 K3 2.8000 0 K3 2.8167 0 K3 2.8333 0 K3 2.8500 0 K3 2.8667 0 K3 2.8833 0 K3 2.9000 0 K3 2.9167 0 K3 2.9333 0 K3 2.9500 0 K3 2.9667 0 K3 2.9833 0 K3 3.0000 0 $ENDPROGRAM Sunstone Mixed Use - Existing Condition EXTRAN Ayres Associates 4 of 21 July 2001 EXT-EX.DAT/OUT I 1......• •••••U•S.•Environmental•Protection Agency • Storm Water Management Model (SWMM) • Version 4.4G CDMBeta Release Date - September 16, 3000 Camp Dresser G McKee • Annandale, Virginia - Chuck Moore • Compiled using Digital Visual Fortran 6.1 1 .................................... Developed by ........................................... •..... • Metcalf 6 Eddy, Inc. University of Florida ' Natet Resources Engineers. Inc. (Nov Camp, Dresser and McKee, Inc.) September 1970 ........•..................................•.. •.• Distributed and Maintained by U.S. Environmental Protection Agency • Center for Exposure Assessment Modeling (CEAM)- • Athens Environmental Research Laboratory 960 College Station Road Athena, GA 30605-2730 ••................ ..... ....••..... ....... ..•....• • This is a new release of SWMM. If any problems occur executing this model ' system, contact Mr. Frank Stancil, U.S. Environmental Protection Agency. 706/355-8328 (voice) • e-mail: stancileathens.ath.epa.gov • Or contact Wayne C. Huber at Oregon St. U.• oSc myna.at t Or Michael P. Schmidt at Camp Dresser 6 :•••••Or Michael P. Camp Dresdu.•••••: McKee (904) 281-0170 SCHMIDTMFOCDM.COM •• • . • . • .. .• . ....... •..•.•...•..•...........•.•.......... ..••.«.«•. of EPA SWMM 4 1 infinite -Nature fie full of inP finite causes which :• -Nature is full :C•••= have never occurred in experience- da Vinci ...... . . .... . . ########################################### ' # File names by SWMM Block # # JIN > Input to a Block # # JOUT > Output from a Block # ########################################### JIN for Block # 1 File # 0 Ext-ex.out JOUT for Block # 1 File # -0 Ext-ex.out ########################################### # Scratch file names for this simulation. # #a#######################################a# ' NSCRAT # 1 File # 1 SCRTI.UF .......•.•...••.•.•....•..•••••••••.•••..a...•...•• • Parameter Values on the Tapes CORmwn Block ' Number of Subcatchments in the Runoff Block (NW)...... 2000 Number of Channel/Pipes in the Runoff Block (NG)...... 2000 Number of Connections to Runoff Channels/Inlets (NCP). 6 Number of Water Quality Constituents (MQUAL).......... 20 Number of Runoff Land Uses per Subcatchment (NLU)..... 20 Number of Groundwater Subcatchments in Runoff (NGW)... 100 ' Number of Interface Locations for all Blocks (NIE).... 2000 Number of Elements in the Transport Block (NET)....... 500 Number of Storage Junctions in Transport (NTSE)....... 100 Number of Transport interface input locations (NTHI).. 500 Number of Transport interface output locations (MHO). Number of Transport input locations on R lines (NTHR). 500 80 ' Number of Transport printed output locations (NTOA)... 80 Number of Tabular Flow Splitters in Transport (NTSP).. 50 Number of Elements in the Extran Block ME).......... 2000 Number of Pumps in Extran (NEP)....................... 75 Number of Orifices in Extran (NEO).................... Number of Tide Gates/Free Outfalls in Extran (NTG). 200 200 ' Number of Extran Weirs (NEW) .......................... 400 Number of Extran Printout Locations (NPO)............. 150 Number of Tide Elements in Extran (NTE)............... 50 Number of Natural Channels (NNC)...................... 1200 ' Number of Storage Junctions in Extran (NVSE).......... Number of Time History Data Points in Extran (NTVAL).. 2000 500 Sunstone Mixed Use — Existing Condition EXTRAN Ayres Associates 5 of 21 July 2001 EXT-EX.DAT/OUT I I 11 1 1 Number of Data Points for Variable Storage Elements in the Extran Block(NVST).......................... 25 Number of Input Hydrographs in Extran (NEW)........... 500 Number of Allowable Channel Connections to Junctions in the Extran Block (NCHN)................ 15 Number Rain Gages in Rain and Runoff (MAXRG).......... 200 Number PRATE/VRATE Points for Extran Pump Input(MAXPRA)...................................... 10 Number of Variable Orifices in Extran (NVORF)......... 50 Number of Variable Orifice Data Points (NVOTIM)....... 50 Number of Allowable Precip. Values/yr in Rain (LIMRN). 5000 Number of Storm Events for Rain Analysis (LSTORM)..... 20000 Number of Plugs for Plug -flow in S/T (NPLUG).......... 3000 Number Conduits for Extras Results to ASCII Pile (MXPLOW)....................................... 400 '•Ent rymade• to the•EXTENDHD TRANSPORT MODEL (EXTRAN)•••• • developed 1973 by Camp. Dresser and McKee (CDM) with • modifications 1977-1991 by the University of Florida. • Most recent update: September 2000 by CDM, Oregon • State University, and R.E. Dickinson • -Smooth runs the water where the brook is deep.• • Shakespeare, Henry VI, II, III, 1 ................... •..................... ................ 1-------------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY •••. EXTENDED TRANSPORT PROGRAM •••• WATER RESOURCES DIVISION WASHINGTON, D.C. •••• •'•• CAMP DRESSER i MCKEE INC. •'•' ANALYSIS MODULE •••• ANNANDALE, VIRGINIA Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-RX.DAT Control information for simulation ---------------------------------- Integration cycles ................. 10800 Length of integration step is...... 1.00 seconds Simulation length .................. 3.00 hours Create equivalent conduits based on incorporating local losses (no lengthening) ....................... 2 Uea U.S. Customary units for I/0... 0 Printing starts in cycle........... 1 Intermediate printout intervals of 3600 cycles Intermediate printout intervals of. 60.00 minutes Summary printout intervals of...... 300 cycles Summary printout time interval of.. 5.00 minutes Hot start file parameter (JREDO)... 0 Initial time (TZERO).............. 0.00 hours This is time displacement from ,TIN interface file starting date/time when interface file is used. This also describes starting hour in K3 line hydrograph input when K3 lines are used. Initial date (default) ............. 19410802 (yr/mo/day) NOTE: Initial date from JIN interface file will be used, if accessed, unless IDATZ is negative. Iteration variables: ITMAX......... 30 SURTOL........ 0.0500 Default surface area of junctions.... 12.57 square feet. EXTRAN VERSION 3.3 SOLUTION. (ISOL . 0). Sum of junction flow is zero during surcharge. NORMAL PLOW OPTION WHEN THE WATER SURFACE SLOPE IS LESS THAN THE GROUND SURFACE SLOPE (I(SUPER.0).... NJSW INPUT HYDROGRAPH JUNCTIONS.... 1 Printed output for the following 1 Junctions 20 Printed output for the following 1 Conduits 90001 Sunstone Mixed Use — Existing Condition EXTRAN July 2001 Ayres Associates 6 of 21 EXT-EX.DAT/OUT ' INTERMEDIATE HEADER LINES ARE PRINTED AS IN ORIGINAL PROGRAM IDS ARE WRITTEN AS IN ORIGINAL PROGRAM CONDUIT LENGTHS ON C1 LINE MUST EQUAL IRREGDLAR SECTION LENGTH ENTERED ON THE C3 OR X1 LINES (IWLEN - 0) JELEV - 0 (DEFAULT). STANDARD INPUTS ARE DEPTHS NOT ELEVATIONS JDOWN - 0 - Minimum of normal or critical depth will be used at free outfalls (I1). ' The number of RATE/VRATE pairs will be read on H1 lines as defined by IPRATE on BB line. Characteristic depth for M2 and S2 water surface profiles will be computed as in previous versions of EXTRAN (IM2 D). SEDIMENT DEPTHS WILL NOT BE READ FROM C1 LINES ' Intermediate continuity output will not be created 1------------- _---------- _------ _____________---- ___-------- _____________________ ENVIRONMENTAL PROTECTION AGENCY •••• EXTENDED TRANSPORT PROGRAM •••• WATER RESOURCES DIVISION WASHINGTON, D.C. •••• .... CAMP DRESSER 6 MCKEE INC. •••• ANALYSIS MODULE •••+ ANNANDALE, VIRGINIA Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-EX.DAT 1 ' ..................... ........D•.•................... INP CONDUIT LENGTH CONDUIT AREA MANNING MAX WIDTH DEPTH JUNCTIONS INVERT HEIGHT TRAPEZOID NUM NUMBER (FT) CLASS (SO FT) CORP. (FT) (PT) AT THE ENDS ABOVE JUNCTIONS SIDE SLOPES 1 ------------- _______ ------------------------------- ----- ----- •......u.......•... • Conduit Volume Input full depth volume............ 0.0000E+00 cubic feet 1________________________________________________________________________________ ENVIRONMENTAL PROTECTION AGENCY •••• EXTENDED TRANSPORT PROGRAM •••• ' NASHINGTON, D.C. •::• ::•• ANALYSIS MODULE Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-EX.DAT 1...........................................•+.......+ Junction Data :......•..u.........• ............................... ' INP JUNCTION GROUND CROWN INVERT QINST INITIAL CONNECTING CON➢UITS NUM NUMBER ELEV. ELEV. ELEV. CPS DEPTH(FT) ___ ______ _______ _______ ______ _______ 1 20 4943.00 5.69 4937.31 0.00 0.00 2 30 4943.00 6.00 4937.00 0.00 0.00 I------------------------------------------------------'------------------- ENVIRONMENTAL PROTECTION AGENCY •••• EXTENDED TRANSPORT PROGRAM .... WASHINGTON, D.C. •••• •••• •••• ANALYSIS MODULE •••• ' Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 FILE.EXT-EX.DAT •••.......•.......•••.•.•••.•.......................« TION DATA SUMMARY ' •..........S117RAGE•JUN .............................. MAXIMUM OR PEAR OR CROWN STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION NUMBER OR NAME TYPE AREA (FT2) (CUBIC FEET) (FT) 20 VARIABLE 127761.48 124049.52 4943.000 30 CONSTANT 100000.00 600000.00 4943.000 •..•.••.....••..••.......... •...... ...•..•••. .•...•....«.•.... PUMP• DATAf•.•.•••.:.•.•.•.. PUMP NUMBER 1 PUMPED JUNCTION 20 RECEIVING JUNCTION - 30 ' VARIABLE SPEED PUMP CURVE DATA (IPTYP - 4) PUMPED Sunstone Mixed Use — Existing Condition EXTRAN Ayres Associates 7 of 21 WATER RESOURCES DIVISION CAMP DRESSER L MCKEE INC. ANNANDALE, VIRGINIA WATER RESOURCES DIVISION CAMP DRESSER 6 MCKEE INC. ANNANDALE, VIRGINIA July 2001 EXT-EX.DAT/OUT 11 ' JUNCTION PUMPING DEPTH RATE (PT) (CPS) 0.870 1.000 ' .50 4.000 2.510 8.000 3.470 10.000 4.310 10.300 4.540 12.500 4.690 19.500 ' 4.790 .00 45 9 .890 45.000 Pumping rate is linearly interpolated from the above values. Pumping rate equals 1.000 cfa for depths less than 0.870 feet. Pumping rate equals 45.800 cfa for depths greater than 4.890 feet. PUMP TURNS ON WHEN DEPTH EQUALS 0.100PEET ' PUMP TURNS OFF WHEN DEPTHEQUALS0.05OPEET •••••••••. •••••• • FREE OUTFALL DATA (DATA GROUP I1) • BOUNDARY CONDITION ON DATA GROUP J1 ` ' OUTPALL AT JUNCTION .... 30 HAS BOUNDARY CONDITION NUMBER... 1 1-------------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY •••` EXTENDED TRANSPORT PROGRAM •••• WATER RESOURCES DIVISION WASHINGTON, D.C. .... .... CAMP DRESSER 6 MCKEE INC. ANALYSIS MODULE ANNANDALE, VIRGINIA Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-EX.DAT '••••••••INTERNAL CONNECTIVITY INFORMATION ...•--` ' CONDUIT JUNCTION JUNCTION 90001 20 30 90002 30 0 1 COND ........ BOUNDARYDATA GON•NFORMAT:ON'.•••..-••••••• DATA GROUPS J;-:4 IBC NUMBER.. 1 CONTROL WATER SURFACE ELEVATION IS.. 4937.10 FEET TZERO . 1941214 0.0000000E-00 • LINE -INPUT HYDROGRAPHS (DATA GROUPS K1-K3) ' •••••Expect•••: junction •:Ds•w.e.......h X2 .... ••.•: E.pect . . . . NJSW INPUT LOCATIONS FROM K2 LINES: 20 1----------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY •••` EXTENDED TRANSPORT PROGRAM •... WATER RESOURCES DIVISION WASHINGTON, D.C. •••• ...` CAMP DRESSER 4 MCKEE INC. '••• ANALYSIS MODULE ••.. ANNANDALE, VIRGINIA ' Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 PILE:EXT-EX.DAT ' INITIAL MODEL CONDITION ' :• IN: . AL TIME.:••.•••0.00 XOURS.=v • JUNCTION / DEPTH / ELEVATION JUNCTION IS SURCHARGED. 20/ 0.00 / 4937.31 30/ 0.00 / 4937.00 ' CONDUIT/ PLOW ...a ••• CONDUIT USES THE NORMAL FLOW OPTION. 90001/ 0.00 90002/ 0.00 CONDUIT/ VELOCITY ' CONDUIT/ CROSS SECTIONAL AREA CONDUIT/ HYDRAULIC RADIUS CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION Sunstone Mixed Use — Existing Condition EXTRAN July 2001 Ayres Associates 8 of 21 EXT-EX.DAVOUT [1 1 I # # # # # # k a a # # # # # # # # x a a # # a x a # a # # a # a # # # x # # # # ...> System inflows (data group K3) at 0.00 hours ( Junction / Inflow,cfs ) 20/ 0.00E+00 # a a a x # # # # # a # # # # # # # # # # a a # # # # # q # # # # k # # k x # # ...> System inflows (data group K33 at 0.02 hours ( Junction / Inflow,cfs ) 20/ 0.00E+00 # # x a # a # # a # # # # # # # a # a a # # # a # # a # q # # # # # # # # # # # # # # # # # # # # # # # # a # # # x x a # # q # # # # # # # # x # # # # # a # # .••> System inf Iowa (data group K31 at 0.03 hours ( Junction / Inflow,cfs ) 20/ 0.00E+00 # q # # # # # # p # a x x # # a # # # # a # # # # a # # # # # # # # # # # # # # # # # # # # # a p # # a # # x a # # # # a # # # a x # # a # # # # # a # # # # # .... System inflows (data group K3) at 0.05 hours ( Junction / Inflow,cfs ) 20/ 0.00E+00 # # x # # # a # # # # x # a # # # # # x # # # a # # a # a # a # # # # # # # # # # # a # k # a p # # # # # # k # a # # a # # # # # # # # a # # # # # # # # a a # ...> System inflows (data group K3) at 0.07 hours ( Junction / Inflow,cfs ) 20/ 0.00E+00 # # # # # a # # x # # # # x # a # # # # # # # # # # # # # # # # # # # # # # # % # # # # # # # # # # a x x # # # # # # k k # # # # # # a # # # # # # x # # x # # ---> System inflows (data group K3) at 0.08 hours ( Junction / Inflow,efs ) 20/ 0.00E+00 # # a # x # a % # # k # # # # # # # x # # # # a a # a # # x # # # # # # # a a # # # # # # # # # a # # # # # # # # k a # # a # # # a # # # # # # # # # # # # a a .... System inflows (data group K3) at 0.10 hours ( Junction / Inflow,cfs ) 20/ 0.00E+00 # a # # # # # # # # # # a # # # # # # # # q a # a # q x # # k # # a a a x x # # # # # # # # # # # # # a # x a # # # # # # # # # # # p x 4 # a # # a x # # # # # ...> System inflows (data group K3) at 0.12 hours ( Junction / Inflow,cfs ) 20/ 0.00E+00 # # # # # # # # # k # # # # # x # # # # # # # # # # # # # q # # # # # # a # # a System inflows (data group K3) at 0.13 hours ( Junction / Inflow,cfs ) 20/ 1.00E+00 a # x # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # a # # # # # # # # # # x # a # # # # a # a a # # # # # # 4 k a # # # # a # # # # # x # # # # ---> System inflows (data group K3) at 0.15 hours ( Junction / Inflow,cfs ) 20/ 2.00E+00 # # # # # # # # # # # # # a # # # # # # # a # # # # a # # # # a a a a a # x # # --•> System inflows (data group K3) at 0.17 hours ( Junction / Inflow,cfs I 20/ 3.00E+00 # # # # # x # # # a # % # # a # # # # # k p # # # # % # a # # # # # # # # # # # # # # # # # # # # # # # # # # # # a # # # # # # # # # # # # # # k # # # # # # x .... System inflows (data group K3) at 0.18 hours ( Junction / Inflow,cfs ) 20/ 4.00E+00 aaaaaaaa####aaaaa%#aaaaaaa#aaax#aaaaa### ...> System inflows (data group K3) at 0.20 hours ( Junction / Inflow,cfs ) 20/ 4.aOE.00 # # # # # # a # # # # # a # # # % # # # # # # # # # x # # # # # # # a # # # # # .... System inflows (data group K3) at 0.22 hours ( Junction / Inflow,cfs ) 20/ 4.00E+00 x a a # # a # a a # a # # # # a # # # a # # # x 4 x # # # # # x a # # # # # # # ..•> System inflows (data group K3) at 0.23 hours ( Junction / Inflow,cfs ) 20/ 4.00E+00 # # # # a # # # # # # a # a # k # # # # # # # 0 # # # # # # # # # # # # # # # # # # # # # # # a # # # a # x # # # # # # # # # # # # # # # # x # % # k # # # # a .... System inflows (data group K3) at 0.25 hours ( Junction / Inflow,cfe ) 20/ 4.00E.00 # a # # # # # 4 a a # # # # # # a # # # # # # # a # # % # # x # # # # a a # # # # # # # a # a # # # # # # # # k # x # # a # a # # # # a # # x # # # # # # # a # .... System inflows (data group K3) at 0.27 hours ( Junction / Inflow,cfs ) 20/ 5.00E+00 %ask#a%aaaaa#roaa###a#axaaaaaaq#aa##aaaaa #a######as###%#aaaaa####aaaaa########a## •••> System inflows (data group K3) at 0.26 hours ( Junction / Inflow,cfs ) 20/ 7.00E+0o a # # # a % # # x q # a # # # # # # # # a # # # # # # # # # # # # # # # # # # # # # # # a # # # # # a # # # # # # # # # # # # # # a # # a # # a # # # # # # # # --.> System inflows (data group K3) at 0.30 hours ( Junction / Inflow,cfs ) 20/ 7.00E+00 #aaaaa##aaaa#%a#aa#a#a#aaa#a#aaagaaaaaa# Sunstone Mixed Use - Existing Condition EXTRAN Ayres Associates 9 of 21 July 2001 EXT-EX.DAT/OUT [1 1 i 1 1 1 J J 1 1 1] 1 1 LJ 1 # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # .... System inflows (data group K3) at 0.32 hours ( Junction / Inflow,cfs ) 20/ 7.00E.00 # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # 0 # # # # # # # # # # # # # # # # # # # # # # # # # # # # •..> System inflows (data group K3) at 0.33 hours ( Junction / Inflow,cfe ) 20/ 7.00E.00 # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # N # # # # q # .-.> System inflows (data group K3) at 0.35 hours ( Junction / Inflow,cfs I 20/ 8.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.37 hours ( Junction / Inflow,cfs ) 20/ 1.00E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.38 hours ( Junction / Inflow,cfs ) 20/ 1.00E.01 # # # # # N # # # # # # # # # # # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # N # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.40 hours ( Junction / Inflow,cfs ) 20/ 1.10E.01 # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •..> System inflows (data group K3) at 0.42 hours ( Junction / Inflow,cfs ) 20/ 1.20E.01 # # # # # 4 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # N # # # # # # # # # # # q # # # # # N q # # # # # ..-> System inflows (data group K1) at 0.43 hours ( Junction / Inflow,cfs ) 20/ 1.60E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •.-> System inflows (data group K3) at 0.45 hours ( Junction / Inflow,cfe ) 20/ 2.30E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #N # # # # # # # # # # •••> System inflows (data group K3) at 0.47 hours ( Junction / Inflow,cfs ) 20/ 2.60E+01 0 # # # # # # # # # # # # # #.N # # # # # # # # # # # # # # # # # # # # # # # # ••-> System inflows (data group K3I at 0.48 hours ( Junction / Inflow,cfs ) 20/ 2.90E.01 # # # # # # # # # 0 # # # # # q # # # # # # # # # # # # # # # N # # # # # # # # . •_> System inflows (data group K3) at 0.50 hours ( Junction / Inflow,cfa 1 20/ 3.10E.01 # # # # # # # # # # # # # # # # # # # # q # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q q # # # # # # # # # # # # .... System inflows (data group K3) at 0.52 hours ( Junction / Inflow,cfs ) 20/ 4.20E.01 # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # q # # # # # # # N # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # •-•> System inflows (data group K3) at 0.53 hours ( Junction / Inflow,cfs ) 20/ 5.50E+01 # # # # # # # # # # # # # # N # q # # # # # # # # # # # # # # # # # # # # # # # •-•> System inflows (data group K3) at 0.55 hours ( Junction / Inflow,cfs ) 20/ 6.30E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # q # # # # # # # # # p # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K31 at 0.57 hours ( Junction / Inflow,cfs ) 20/ 6.80E.01 # # # # # # # # # # # # # # # # # # N # # # # # # # # q # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # # . •.> System inflows (data group K3) at 0.58 hours ( Junction / Inflow,cfs ) 20/ 7.40E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # N # .... System inflows (data group K3) at 0.60 hours ( Junction / Inflow,cfs I 20/ 6.70E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q q # # # # # # # # N # # # # # # # # # --.> System inflows (data group K1) at 0.62 hours ( Junction / Inflow,cfs ) 20/ 5.70E.01 Sunstone Mixed Use — Existing Condition EXTRAN Ayres Associates 10 of 21 July 2001 EXT-EX.DAT/OUT J I 1 t n I 1 11 # # # # N N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 0.63 hours ( Junction / Inflow,cfs ) 20/ 5.40E+01 # # # # # # # # # # # # # # # # # # # # # # # A # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.65 hours ( Junction / Inflow,cfs ) 20/ S.20E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.67 hours ( Junction / Inflow,cfs I 20/ 5.10E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 0.68 hours ( Junction / Inflow,cfs ) 20/ 4.70E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q ...> System inflows (data group K3) at 0.70 hours ( Junction / Inflow,cfs I 20/ 4.20E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # .•.> System inflows (data group K3) at 0.72 hours ( Junction / Inflow,cfs ) 20/ 4.00E-01 # # # # # # # # # # # q # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.73 hours ( Junction / Inflow,cfe ) 20/ 3.80E.01 ...> System inflows (data group K3) at 0.75 hours ( Junction / Inflow,cfs ) 20/ 3.60E-01 # # # # # # # # q # # k # # # # # q # # k # # # # # # # # # k kkkk # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.77 hours ( Junction / Inflow,cfs ) 20/ 3.30E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.78 hours ( Junction / Inflow,cfs ) 20/ 3.00E.01 # # # # # # # # # # # # # # #k # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.80 hours ( Junction / Inflow,cfs ) 20/ 2.80E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.82 hours ( Junction / Inflow,cfs ) 20/ 2.60E.01 # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.83 hours ( Junction / Inflow,cfs ) 20/ 2.50E+01 q # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q ..., System inflows (data group K3) at 0.85 hours ( Junction / Inflow,cfs ) 20/ 2.30E-01 # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ######################################## ...> System inflows (data group K3) at 0.87 hours ( Junction / Inflow,cfs ) 20/ 2.20E.01 ...> System inflows (data group K3) at 0.88 hours ( Junction / Inflow,cfs ) 20/ 2.00E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # N # ®# # # # # # # # # # ...> System inflows (data group K3) at 0.90 hours ( Junction / Inflow,cfs ) 20/ 1.90E+01 # # # # # # # # # # # # # # # # # # # # # N N # N # # # # k # # # # # # # # # # •••> System inflows (data group K3) at 0.92 hours ( Junction / Inflow,cfs ) 20/ 1.90E.01 #####################a################## ...> System inflows (data group 10) at 0.93 hours ( Junction / Inflow,cfs ) 20/ 1.80E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # Sunstone Mixed Use — Existing Condition EXTRAN Ayres Associates I 1 of 21 July 2001 EXT-EX.DAT/OUT [1 1 11 I # # # # # # # a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.95 hours ( Junction / Inflow, cfs ) 20/ 1.70E+01 N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.97 hours ( Junction / Inflow,cfs I 20/ 1.60E+01 # # # q q q # # # # # # # # # q # q # q #qqqq # # q # # # q # # # # # # # # # # # a # # # # # a # # # # # # # # # # # # # a # # N # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.98 hours ( Junction / Inflow,efs ) 20/ 1.50E+01 # a # # # # # # # # # # # # # # # # # # a # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # N # a # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.00 hours ( Junction / Inflow,cfs ) 20/ 1.50E.01 N # # q # q # q q # # q q # # # q # q # # p a # # # # # # q # # q q q q # # # # CYCLE 3600 TIME 1 MRS - 0.00 MIN JUNCTION / DEPTH / ELEVATION ...> •.• JUNCTION IS SURCHARGED. 20/ 4.71 / 4942.02 30/ 1.00 / 4938.00 CONDUIT/ PLOW .• CONDUIT USES THE NORMAL PLOW OPTION. 90001/ 21.93 90002/ 21.93 ...> System inflows (data group K3) at 1.02 hours ( Junction / Inflow,cfs ) 20/ 1.40E+01 # # # # # # # a # # # a # # # # # # # # # # # N # # # # # # # # # # a # # # # # System inflows (data group K3) at 1.03 hours ( Junction / Inflow,cfs ) 20/ 1.40E+01 # # # # # # # # # # # # # # # # # # # a # # # # # # # # # # # # # # # # # # # # System inflows (data group K1) at 1.05 hours ( Junction / Inflow,cfs ) 20/ 1.30E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.07 hours ( Junction / Inflow,cfs ) 20/ 1.30E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.08 hours ( Junction / Inflow,cfs ) 20/ 1.20E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.10 hours ( Junction / Inflow,efs ) 20/ 1.20E+01 # # # # # # # # # # # # # a # # # # # # # # # # # # # # # # a # # # # # # # # # System inflows (data group K3) at 1.12 hours ( Junction / Inflow,cfs ) 20/ 1.10E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # a # # # # a # # # # # # # # # # # a # # # # # # # # # # # # # # a # # # # # # # # a # # # # # a # .._> System inflows (data group K3) at 1.13 hours ( Junction / Inflow,cfs I 20/ 1.10E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # R # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # a # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.15 hours ( Junction / Inflow,cfs ) 20/ 1.10E.01 # # # # # # # # a # # # # # # # a # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.17 hours ( Junction / Inflow,cfs ) 20/ 1.10E+01 # # # # # # k # # a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .:.> System inflows (data group K3) at 1.18 hours ( Junction / Inflow,cfs ) 20/ 1.00E+01 # # # # # # # # # # # # # # # a # # # # q # # # # # # q # q # # # # # # # a # # ..= > System inflows (data group K3) at 1.20 hours ( Junction / Inflow,cfs ) 20/ 1.00E+01 > System inflows (data group K3) at 1.22 hours ( Junction / Inflow,cfs ) 20/ 1.00E.01 #####aa#a##aq#aa##aaaaa####aaa####aa###a a=#a#aaaaaa#aa#aaaaa##aaa####qa#####aa##a > System inflows (data group K3) at 1.23 hours ( Junction / Inflow,cfs � Sunstone Mixed Use - Existing Condition EXTRAN Ayres Associates 12 of 21 July 2001 EXT-EX.DAT/OUT 1 1 LI 20/ 9.00E-00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # k # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •••> System inflows (data group K3) at 1.25 hours ( Junction / Inflow,cfs ) 20/ 9.00E-00 # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # .•.> System inflows (data group K3) at 1.27 hours ( Junction / Inflow,cfs ) 20/ 9.00E-00 # # # # # N # # # # # # # # # # # # # # k # # 8 N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.28 hours ( Junction / Inflow,cfa ) 20/ 9.00E-00 # # # # # # # # # # # # # # # # # p # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # N # # p # # # # # N # N # # # # # ...> System inflows (data group K3) at 1.30 hours ( Junction / Inflow,cfs ) 20/ 9.00E+00 # # # # k # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # N # # # # # # # # # # # # # # # # N # # .... System inflows (data group K3) at 1.32 hours ( Junction / Inflow,cfs ) 20/ 8.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # ...> System inflows (data group K3) at 1.33 hours ( Junction / Inflow,cfe ) 20/ 8.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # k # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # 8 # # ...> System inflows (data group K3) at 1.35 hours ( Junction / Inflow,cfs ) 20/ 8.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # k # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # •••> System inflows (data group K3) at 1.37 hours ( Junction / Inflow,cfs ) 20/ 8.00E+00 # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .••> System inflows (data group K3) at 1.38 hours ( Junction / Inflow,cfs I 20/ 8.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # k # # # # # # N # # # # ••.> System inflows (data group K3) at 1.40 hours ( Junction / Inflow,cfe ) 20/ 8.00E.00 N # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # N N # # # # ...> System inflows (data group K3) at 1.42 hours ( Junction / Inflow,cfs ) 20/ 8.00E.00 # # # # # # # # # # # # # # k # # # # # # # # # # # # # # # # # # # # # # # # # q # # q # q # q # # # q q # q # # # # # # # # # # # # # # q # # q # q q q q q # •••> System inflows (data group K3) at 1.43 hours ( Junction / Inflow,efs ) 20/ 7.00E.00 # # # # # # # # # # # # # # # # # N # # # # # # # # N # # # # # # # # # # # # # # # # # # # 8 N # # # # # # # k # # # # # # # # # # # # # # # # # # # # # # # # ••.> System inflows (data group K3) at 1.45 hours ( Junction / Inflow,cfe ) 20/ 7.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # k # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.47 hours ( Junction / Inflow,cfs ) 20/ 7.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.48 hours f Junction / Inflow,cfs ) 20/ 7.00E.00 . ••> System inflows (data group K3) at 1.50 hours ( Junction / Inflow,cfs ) 20/ 7.00E.00 # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # •••. System inflows (data group K3) at 1.52 hours ( Junction / Inflow,cfa ) 20/ 7.00E.00 •••> System inflows (data group K3) at 1.53 hours ( Junction / Inflow,cfs ) 20/ 7.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 1.55 hours ( Junction / Inflow,cfs ) Sunstone Mixed Use — Existing Condition EXTRAN Ayres Associates 13 of 21 July 2001 EXT-EX.DAT/OUT I 20/ 7.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # q # # N # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # N # N # # # ...a System inflows (data group K3) at 1.57 hours ( Junction / Inflow,cfs ) 20/ 6.00E+00 N # p # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # .... System inflows (data group K3) at 1.5E hours ( Junction / Inflow,cfs ) ' 20/ 6.00E.00 # # # # # # # # # N # N # # # # q # # # # # # # # # # q # # # # N # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.60 hours ( Junction / Inflow,cfs ) .-- 20/ 6.00E+00 # # p # # # q q p # p N # # q p q p p # # # q q q # # p # # p # N # # # # q # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # N # # # > System inflows (data group K1) at 1.62 hours ( Junction / Inflow,cfs ) 20/ 6.00E+00 ' #-# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # N # # # # # N # # # # # N # # # # # # # # > System inflows (data group K3) at 1.63 hours ( Junction / Inflow,cfa 1 20/ 6.00E.00 # # # # # # # # # # # # # # # # # p # # # # # % # # # # # # # # # # # # N N # # ' #-# # # # # # # # # # # # N # # # N # % # # # # # # # # # # # # # # # # # N # # > System inflows (data group K3) at 1.65 hours ( Junction / Inflow,cfe I 20/ 6.00E.00 # # # # # # # # # # # # # # # N # # q # # # # # # # # q # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N ..•> System inflows (data group K3) at 1.67 hours ( Junction / Inflow,cfs 1 20/ 6.00E.00 N # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # q # # # # # # ---> System inflows (data group K3) at 1.68 hours ( Junction / Inflow,cfs I 20/ 6.00E+00 # # q # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .••a System inflows (data group K3) at 1.70 hours ( Junction / Inflow,cfs ) ' 20/ 6.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ••-> System inflows (data group K3) at 1.72 hours f Junction / Inflow,cfs ) 20/ 6.00E.00 # # # # # # # # # # # # # # # # q q # # # # # # # q % # # # # # # #qqp # # # # # > System inflows (data group K3) at 1.73 hours ( Junction / Inflow,cfs I 20/ 6.00E+00 # # # # # # # # > System inflows (data group K3) at 1.75 hours ( Junction / Inflow,cfs 1 20/ 6.00E+00 # # # # # # # # # # # # # # # N # # # # # # # a # # # # # # # # # # # # # # # # ' # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # q # # # # # q •-> System inflows (data group K3) at 1.77 hours ( Junction / Inflow,cfs ) 20/ 5.00E+00 # # # # # # # # # # # # # # # # 8 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # ' .... System inflows (data group K3) at 1.78 hours ( Junction / Inflow,cfs I 20/ 5.00E+00 # # # p # # p # # q # # N # # # # # # # N q q p # q # # q # # p p q # # # q q p # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •••> System inflows (data group K3) at 1.80 hours ( Junction / Inflow,cfs ) ' 20/ 5.00 E.00 q # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # �_ ...> System inflows (data group K3) at 1.82 hours ( Junction / Inflow,cfs ) ' .._ 20/ 5.00E+00 # # q q # # q # # # # # # # q q q # # q N # q # # # q q # # # # # # q q # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # > System inflows (data group K3) at 1.83 hours ( Junction / Inflow,cfs ) 20/ 5.00E+00 ' #v# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # > System inflows (data group K3) at 1.85 hours ( Junction / Inflow,cfs ) 20/ 5.00E+00 # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q ' ## # # # # # # q # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # ---> System inflows (data group K3) at 1.87 hours ( Junction / Inflow,cfs ) Sunstone Mixed Use - Existing Condition EXTRAN Ayres Associates 14 of 21 1 July 2001 EXT-EX.DAT/OUT i� I� 1 1 1 20/ 5.00E-00 # # # # # # # a a # # # # # # a # # # # # # # # # # # # # # a # # # # # # # # # # N # # # # # a # # # # a # # # # N # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K31 at 1.88 hours ( Junction / Inflow,cfs ) 20/ 5.009.00 # # # # # # a # # a # # # # a # a # # # # # # # # # # # # # # a # N N N # # # # .... System inf Iowa (data group K3) at 1.90 hours ( Junction / Inflow,cfs ) 20/ 5.00E-00 # k # # N # # # # # # # a # # # # # # # N # # a # # # # # # # # N # # # # # # k # # # # # # # a # # # # # # # # # # # # # p # a N # # # # # # # # a # # # # # # .... System inflows (data group K3) at 1.92 hours 1 Junction / Inflow,cfs ) 20/ 5.00E.00 # a q # N # # # p # # q # q q q # k » # # » # q # p # p q q # # a # # # # # # # # # a a q # # # # # # # # a q k p # q p p a # p p # k p # # # # # p q # # # # # ...> System inflows (data group K3) at 1.93 hours 1 Junction / Inflow,cfa ) 20/ 5.00E.00 # # # # # # # # # # # # # N # # # # q # k k # # # # # # # # # # # a # # # # N # # # # # # # # # # # a # a # k # # # # # # # # # # # # # # # # # # # a # # # # # .... System inflows (data group K3) at 1.95 hours ( Junction / Inflow,cfs ) 20/ 5.00E.00 # # # # # N # # N N # # # # # # # # # # # # # # # # # # k # # # # # # # # # # a # # # # # # # # # N # # N # # # # # # # N # # # a # # # # # # # # N # # # # # a ...> System inflows (data group K3) at 1.97 hours ( Junction / Inflow,cfs ) 20/ 5.002.00 a # a # # N # # q # a q q # k p # # q q # k # # p q # p # # # p q # a » # # # # a a###### q# q# a# k q# g a q k### k q p q# a k# q q q##### ...> System inflows (data group K3) at 1.98 hours ( Junction / Inflow,cfs ) 20/ 5.00E+00 # # # # # # # # # # # # # # # # # # # a a # # # a # a # a # # # # a # # # # # # # # k # q q q # # # # # # # p # q # # q q p # # a # a # a # # # # q # # q # q # ...> System inflows (data group K3) at 2.00 hours ( Junction / Inflow,cfs ) 20/ 5.00E.00 CYCLE 7200 TIME 2 HRS - 0.00 MIN JUNCTION / DEPTH / ELEVATION .__> ••. JUNCTION IS SURCHARGED. 20/ 4.27 / 4941.58 30/ 1.00 / 4938.00 CONDUIT/ PLOW _ .. •" CONDUIT USES THE NORMAL PLOW OPTION. 90001/ 10.29 90002/ 10.29 ##a##aa##a#a#a##aaa#a»aaa#a»##a######### .... System inflows (data group K3) at 2.02 hours ( Junction / Inflow,cfs ) 20/ 4.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # a # # # # # # # # # # # # # # # # # a # a # # # # # # # # # # # # # # # a # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.03 hours ( Junction / Inflow,cfs ) 20/ 3.00E.00 a # a # # # # # p # p » q # # q a # # # # # # q # # # q a # # # k # # q # # # # a # # # # # # # N # a # # # # # a # # # # # # # # # # # a # # # # # # a # # # # ...> System inflows (data group K3) at 2.05 hours ( Junction / Inflow,cfs ) 20/ 3.00E+00 # # k # # # # a # a # # # a # # # # # # # # # # # # # # k # # # # # # # # # # # # # # # q # q # # # # # # # # # # q q # q # q q # # q p q # a # # p N q # k q k ...> System inflows (data group K3) at 2.07 hours ( Junction / Inflow,cfs ) 20/ 2.00E+00 # # # # # # # # # # N # N # # a # # # # # # # # # a # a # # a # # # # # # # # a # # # # # # # # # # # # # # # a # # # # # # # # N # # R # # a # # # # # # # # # ...> System inflows (data group K3) at 2.08 hours ( Junction / Inflow,cfs ) 20/ 2.00E+00 a # # # # # # # N # # # # # # # N # # # # p # # # # # # # # k # # # # a # # # # .... System inflows (data group K3) at 2.10 hours 1 Junction / Inflow,cfs ) 20/ 2.00E.00 # # # # # # # # # # # # # # # # # # # # N # # # # # a p # # # # q # # a a # N # .•.> System inflows (data group K3) at 2.12 hours ( Junction / Inflow,cfs ) 20/ 2.00E+00 » # # # k # q # # # # # # # N # # # # # # # # # # # a # # a # # # # # # N # # # » # a # # # # # # k # # # # # q q # # # # a q # # # q # k # p # k a # p a # # # .•.> System inflows (data group K3) at 2.13 hours ( Junction / Inflow,cfs ) 20/ 2.00E+00 # # # # # a # # # # # # # a # # a # # # # # # # # # # # # # # # # # # # # # # # k # # # # a # # # # # # k # # # a # # # # # # # # # k # # # # N # # # # # # # # ...> System inflows (data group K3) at 2.15 hours ( Junction / Inflow,cfs ) 20/ 2.00E-00 Sunstone Mixed Use - Existing Condition EXTRAN Ayres Associates 15 of 21 July 2001 EXT-EX.DAT/OUT 1 L I [1 t I [1 1 # # # # # # # # # # # # # # # # # # # # # # 0 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # N # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.17 hours ( Junction / Inflow,cfs ) 20/ 2.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.18 hours ( Junction / Inflow,cfs ) 20/ 2.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ..., System inflows (data group K3) at 2.20 hours ( Junction / Inflow,cfs ) 20/ 1.00E+00 # # # # # # # # # # # # # # # # # 0 # # # # # # q # # # # # # # #,# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # .... System inflows (data group K3) at 2.22 hours ( Junction / Inflow,cfs ) 20/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 2.23 hours ( Junction / Inflow,cfs ) 20/ 1.00E+00 N # N # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # N # # # # # # # .... System inflows (data group K3) at 2.25 hours ( Junction / Inflow,cfs ) 20/ 1.00E.00 p # # # # # N # # # # # # # # # # N # # # # # # # # # # # # # # # # # p # # # # # # # # # # 0 # # # # # # # q # # # # # # # # # # # # q # # # # # # # # # # # # .... System inflows (data group K3) at 2.27 hours ( Junction / Inflow,cfe ) 20/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.28 hours ( Junction / Inflow,cfs ) 20/ 1.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.30 hours ( Junction / Inflow,cfs ) 20/ 1.00E+00 # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # ...> System inflows (data group K3) at 2.32 hours ( Junction / Inflow, cfs I 20/ 1.00E+00 # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # •••> System inflows (data group K3) at 2.33 hours ( Junction / Inflow,cfs ) 20/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.35 hours ( Junction / Inflow,cfs ) 20/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •••. System inflows (data group K3) at 2.37 hours ( Junction / Inflow,cfs ) 20/ 1.00E.00 # # # # # # # # # # # # # # # # # ## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # •••> System inflows (data group K3) at 2.38 hours ( Junction / Inflow,cfs ) 20/ 1.00E+00 # # # # # # # # # # # # # # # # N # # # # # # # # # p # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.40 hours ( Junction / Inflow,cfs ) 20/ 1.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •••> System inflows (data group K3) at 2.42 hours ( Junction / Inflow,cfs ) 20/ 1.00E.00 •••> System inflows (data group K3) at 2.43 hours ( Junction / Inflow,cfa ) 20/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •••> System inflows (data group K3) at 2.45 hours ( Junction / Inflow,cfs ) 20/ 1.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # •••. System inflows (data group K3) at 2.47 hours ( Junction / Inflow,efs ) 20/ 1.00E.00 Sunstone Mixed Use - Existing Condition EXTRAN Ayres Associates 16 of 21 July 2001 EXT-EX.DAT/OUT [1 1 1 1 # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # k # # # # N # # # # k # # # # # # N # # # # # # # # .... System inflows (data group K3) at 2.48 hours ( Junction / Inflow, cfs ) 20/ 1.00E+00 k # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # q N # # # # # # # # # # # # # .. •> System inflows (data group K3) at 2.50 hours ( Junction / Inflow,cfs I 20/ 1.00E-00 ' # p # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 2.52 hours ( Junction / Inflow,cfs ) 20/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # .... System inflows (data group K3) at 2.53 hours ( Junction / Inflow,cfs ) 20/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # N # # k # # # # # # # # # # # # N # # # # # # # N # q # # # # # # # # # # N # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 2.55 hours ( Junction / Inflow,cfa ) 20/ 1.00E.00 N # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.57 hours ( Junction / Inflow,cfs ) 20/ 1.00E-00 # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # N # N N # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.58 hours ( Junction / Inflow, cfs ) 20/ 1.00E.00 N # # # # # # # p N # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # N # # p # # # # # # # # # # # # # # # # # # # # # # N # # # # N N # # •••> System inflows (data group K3) at 2.60 hours ( Junction / Inflow,cfs ) 20/ 1.00E-00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # N N # # # # # # # # # # ...> System inflows (data group K3) at 2.62 hours ( Junction / Inflow,efs ) 20/ 1.00E+00 # # q q q # N q # # # q # # # # # q # # k # q # k q q q # # # q # # # # q N # q # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.63 hours ( Junction / Inflow,cfs ) 20/ 1.00E+00 # # N # # # # # # # # # # # # # # # # # # # # # # # k # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.65 hours ( Junction / Inflow,cfs 1 20/ 1.00E+00 # # N # # # # q # # # # # # # # # # # # # N # # # N # # # # # # # # # # # # # N # # # # q # q q q #qqq # # # # # # # N # # # # # # # q # # # q # q # # N # # ••-> System inflows (data group K3) at 2.67 hours ( Junction / Inflow,cfs ) 20/ 1.00E-00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # . # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # ...> System inflows (data group K31 at 2.68 hours ( Junction / Inflow,cfs ) 20/ 0.00E.00 # # # # # # # # # # # N # # # # # # # # # # # # # # # N # # # # # # N # # # # # # # # # # # # # # # k # # # # # # # # # # # # # # # # # N # # # # # # # # # # # ...> System inflows (data group K3) at 2.70 hours ( Junction / Inflow,cfs I 20/ 0.00E-00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # k # ...> System inflows (data group K3) at 2.72 hours ( Junction / Inflow,cfs ) 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # •.•> System inflows (data group K3) at 2.73 hours ( Junction / Inflow, cfs ) 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # 4 # # # # # # # # # # # # # # # # # # # # # # # # # # # # ••.. System inflows (data group K3) at 2.75 hours ( Junction / Inflow,cfs ) 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # N # # # k # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # N .... System inflows (data group K3) at 2.77 hours 1 Junction / Inflow,cfs ) 20/ O.00E.00 # # N # N # # # # q q # q # # q # # # # # q # q # # p # p # k # # k # # # # q q -•_> System inflows (data group K3) at 2.78 hours ( Junction / Inflow,cfs I 20/ 0.00E-00 Sunstone Mixed Use - Existing Condition EXTRAN July 2001 Ayres Associates 17 of 21 EXT-EX.DAT/OUT I I 1 r 1 # # # # # # # # # # # # # # # # # # k # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # .... System inflows (data group K3) at 2.80 hours ( Junction / Inflow,cfs ) 20/ 0.00E.00 # # # # # # # # # # 4 # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 2.82 hours ( Junction / Inflov,cfs ) 20/ O.00E.00 # # # # # # # # # # q # # # # N p # # # # q # # # # N # # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 2.83 hours ( Junction / Inflow,cfs ) 20/ O.00E-00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.85 hours ( Junction / Inflow, cfs ) 20/ O.00E.00 # # # # # # # # N # # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.87 hours ( Junction / Inflow,efs > 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # q # # # # # # ...> System inflows (data group K3) at 2.88 hours ( Junction / Inflow,cfs ) 20/ O.00E.00 # # # # # # q # N # # # # # # # # # # # # # # # # # # # # # # # # k # # # # # # # # # # # # # # # # # k # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.90 hours ( Junction / Inflow,efs ) 20/ O.00E.00 # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # k # # q # # # # # # .... System inflows (data group K3) at 2.92 hours ( Junction / Inflow,cfs ) 20/ 0.00E+00 # # # # # # # # # # # # # # # # # N # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # k # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.93 hours ( Junction / Inflow,cfs ) 20/ 0.00E-00 # # N # # # # # # # # # # # # # # N # # # # # # # #.# # # # # # N # # # # # # # # # # # # k # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.95 hours ( Junction / Inflow,cfs ) 20/ O.00E+OO # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.97 hours ( Junction / Inflow,cfs ) 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # ...> System inflows (data group K3) at 2.98 hours ( Junction / Inflow,cfe ) 20/ O.00E.00 # # # # # # # # # # # # # N # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 3.00 hours ( Junction / Inflow,cfs ) 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # CYCLE 10800 TIME 3 HRS - 0.00 MIN JUNCTION / DEPTH / ELEVATION ... ^`^ JUNCTION IS SURCHARGED. 20/ 0.04 / 4937.35 30/ 1.00 / 4938.00 CONDUIT/ PLOW ... `^ CONDUIT USES THE NORMAL PLOW OPTION. 90001/ 0.00 90002/ 0.00 ` PINAL MODEL CONDITION ` ±•.FINAL TIME ...".•• 3.00• HOURS': »> ENDING DATE AND TIME OF EX7RAN RUN ARE: JULIAN DATE: 1941214 YR/MO/DA: 1941/ 8/ 2 TIME OF DAY: 3.000 HRS JUNCTION / DEPTH / ELEVATION ... "^ JUNCTION IS SURCHARGED. 20/ 0.04 / 4937.35 30/ 1.00 / 4938.00 CONDUIT/ PLOW ...> ^-" CONDUIT USES THE NORMAL PLOW OPTION. 90001/ 0.00 90002/ 0.00 CONDUIT/ VELOCITY CONDUIT/ CROSS SECTIONAL AREA Sunstone Mixed Use - Existing Condition EXTRAN Ayres Associates 18 of 21 July 2001 EXT-EX.DAT/OUT 1 I 1 CONDUIT/ FINAL VOLUME tCONDUIT/ HYDRAULIC RADIUS CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION # Surcharge Iteration Summary # pppp###############pp#ppp########q##pppp#####p##### Maximum number of iterations in a time step..... 1 Total number of iterations in the simulation. . 21600 Average number of iterations per time step...... 3.00 Surcharge iterations during the simulation...... 0 ' Maximum surcharge flow error during simulation.. 0.00E+00 Total number of time steps during simulation.. cfs 10800 1 ................................................... DUIT COURANT ON T: ' • TIME IN MINUTES DELT a COURANT TIME STEP COURA TIME SMAR+.++..++. .• I + . MINUTES• • SEE BEIAW POR EXPLANATION Op COURANT TIME STEP. • +++++.+++....+.+......•...............•.........+•• ' CONDUIT 4 TIME(MN) CONDUIT # TIME(MN) CONDUIT _________ ________ _________ ________ _________ # TIME(MN)CONDUIT # TIME(MN) _________________ ________ 1 • .•...•.....ONDUIT` COURANT. CONDITION. SUMMARY....: ' ' COURANT CONDUIT LENGTH • TIME STEP . • VELOCITY . SQRT(GRVT•ARRA/WIDTH) ................................................ AVEPAGECOURANTCONDITIONTIMESTEP(SECONDS) ..................... I T TT: CONDUIT # TICONDUIT # TI1 CONDUIT # TIME SEC)CONDUIT # TI -- ----- -- ------- • . # ' Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-EX.DAT Sunstone Mixed Use — Existing Condition EXTRAN Ayres Associates 19 of 21 July 2001 EXT-EX.DAT/OUT Junction: 20 Time Ground: 4943.00 Hr:Mn:SC Elevation Depth 0: 5: 0 4937.31 0.00 ' 030: 0 4938.54 1.23 0:15: 0 4938.81 1.50 0:20: 0 4939.57 2.26 0:25: 0 4940.74 3.43 0:30: 0 4941.31 4.00 0:35: 0 494. 4.43 0 :40: 0 4992.00 00 4.6969 0 :45. 0 4942.08 4.77 0:50: 0 4942.0 � 4.' . 0.55, 0 4942.06 4.75 1: 0: 0 4942.02 4.71 1: 5: 0 4941.9 4.6 ' 1 :30: 0 4941.95 4.64 1,15: 0 4941.92 4.61 1:20: 0 4941.88 4.57 1,25. 0 4941.85 4.54 1 :30: 0 4941.82 4.51 1:35: 0 4941.78 4.47 1,40, 0 4941.75 4.44 1:45. 0 4941.71 4.40 1,50. 0 4941.67 4.36 1,55. 0 4941.62 4.31 2: 0: 0 4:41.58 4.27 2: 5: 0 441. 4.20 3 :10: 0 4941.43 43 4.1212 2.15, 0 4941.31 4.00 2:20: 0 4941.12 3.81 2,25: 0 4938.18 0.87 2:30: 0 4938.18 0.87 2:35: 0 4938.18 0.87 ' 2:40: 0 4938.18 0.87 2:45, 0 4937.35 0.04 2:50: 0 4937.35 0.04 2:55. 0 4937.35 0.04 3: 0: 0 49.. mean 494040.48 48 3.1717 ' Maximum 4942.09 4.78 Minimum 4937.31 0.00 1 1....JV.....N..CT....I+O.NS......U...M..M..A ..R..Y....S..T..A..T..I..S..T..I..C..S..: Sunstone Mixed -Use Development Existing Condition Extran Model ' Ayres Associates JULY 2001 FILE:EXT-EX.DAT UPPERMOST MEAN MAXIMUM TIME PELT OF FEET MAX. LENGTH LENGTH MAXIMUM GROUND PIPE CROWN JUNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION ' JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE NUMBER (FT) (FT) (FT) t CHANGE (FT) HR. MIN. AT MAX BELOW GROUND ELEVATION ELEVATION SURCHARGE (MIN) FLOODING AREA (MIN) (SQ.FT) ________ _________--------- -------- _________ 20 4943.00 4943.00 4940.48 0.0158 4942.09 0 47 _________ ____________ 0.00 0.91 0.0 -------- 0.0 6.442E.04 30 4943.00 4943.00 4938.00 0.0015 4938.00 0 0 0.00 5.00 0.0 0.0 2.000E+05 1 ############################################# q Time History of Plow and Velocity q # Q(Gfs), Vel(ft/s), Total(cubic feet) # ############################################# Sunstone Mixed -Use Development Existing Condition Extran Model ' Ayres Associates JULY 2001 PILE:EXT-EX.DAT Time Conduit: 90001 , Hr-Mn:Sc Plow Veloc ' 0: 5: 0 0.00 0.00 0:10: 0 2.70 0.00 0:15: 0 4.00 0.00 0:20: 0 7.00 0.00 0:3: 0 9.91 0.00 ' 0 :70: 0 10.1919 0.00 0:35: 0 11.44 0.00 0.40: 0 19.36 0.00 0:45: 0 28.01 0. DO f� 0:50: 0 28.41 O.O �� atOC) 0:55: 0 25.54 0.00 1: 0: 0 21.93 0.00 1: 5: 0 19.00 0.00 1:10: 0 17.30 0.00 1:15: 0 15.59 0.00 1:20: 0 13.96 0.00 1:25: 0 12.0.00 ' 1 :30: 0 12.20 0.00 Sunstone Mixed Use - Existing Condition EXTRAN July 2001 Ayres Associates 20 of 21 EXT-EX.DAT/OUT ' 1:35: 0 11.8] 0.00 1:40: 0 11.51 0.00 1,45: 0 11.15 0.00 1:50: 0 10.74 0.00 :55: 0 .0.00 210: 0: 0 0.2929 0.00 2. 5: 0 10.26 0.00 2:10, 0 10.23 0.00 2:15: 0 10.19 0.00 2:20: 0 10.12 0.00 2:: 0 1.00 0.00 2:3030: 0 1.00 0.00 2:35: 0 1.00 0.00 2:40: 0 1.00 0.00 2:45: 0 0.00 0.00 2:50: 0 0.00 0.00 2:55: 0 0.00 0.00 ' 3: 0: 0 0.00 0.00 Mean 10.27 0.00 Maximum 28.41 0.00 Minimum 0.00 0.00 Total 1.109E+05 1 1 ` C O N D U I T S U M M A R Y S T A T I S T I C S ' ••••••••....• • • Sunstone•Mixed-Use Development Existing Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-EX.DAT ' CONDUIT MAXIMUM TIME MAXIMUM TIME RATIO OF MAXIMUM DEPTH ABOVE LENGTH CONDUIT DESIGN DESIGN VERTICAL COMPUTED OF COMPUTED OF MAX. TO INV. AT CONDUIT ENDS OF NORM SLOPE CONDUIT FLOW VELOCITY DEPTH FLOW OCCURRENCE VELOCITY OCCURRENCE DESIGN UPSTREAM DOWNSTREAM FLOW NUMBER (CPS) (FPS) (IN) (CFS) HR. MIN. (PPS) HR. MIN. FLOW (FT1 (FT) (MIN) (FT/FT) ______ _______ ________ ________ 90001 UNDEF UNDEF UNDEP _______ __________ 2.89E+01 0 47 _________________ _______ ________ _________ _____ ______ ' 90002 UNDEF UNDEP UNDEP 2.89E+01 0 47 1 11 1 ...••..•.....•..•.......................... I . . . . . . • SUBCRITICAL AND CRITICAL FLOW ASSUMPTIONS FROM • • SUBROUTINE HEAD. SEE FIGURE 5-4 IN THE EXTRAN ` . e•.•••.MANUAL .FOR ' FURTHER• INFORMATION•.'. •.••'.'. LENGTH LENGTH LENGTH LENGTH OF OF OF UPSTR. OF DOWNSTR. CONDUIT DRY SUBCRITICAL CRITICAL CRITICAL NUMBER FLOW(MIN) FLOW(MIN) FLOW(MIN) FLOW(MIN) __________ ____________________ _________ 90001 UNDEFINED UNDEFINED UNDEFINED UNDEFINED 90002 UNDEFINED UNDEFINED UNDEFINED UNDEFINED ••AVERAGfi i•CHANGE IN JUNCIION OR CONDUIT• IS'DEPINED AS••••• CONDUIT t CHANGE ..> 100.0 ( Q(n.l) - Q(n) ) / Qfull • JUNCTION t CHANGE ..> 100.0 ( Y(n.1) - Y(n) I / Yfull MEAN TOTAL MAXIMUM MAXIMUM FLOW AVERAGE FLOW HYDRAULIC CROSS SECT (CFS) CHANGE CUBIC FT RADIUS(FT) AREA(FT2) _______________________ _________ __________ 10.32 1.1148E.05 10.32 1.1148E+05 The Conduit with the largest average change... 90001 had 0.000 percent The Junction with the largest average change... 20 had 0.016 percent .... Extended Transport model simulation ended normally. ...> SWMM 4.4G simulation ended normally. ' Always check output file for possible warning messages. ...> Your input file was named : c:\work\sunstone\ext-ex. ...> Your output file was named: c:\work\sunstone\ext-ex. I:•'•••••SWMM.::4G .•• Simula::on•DaIs and •: Ime' Summary••: • Starting Date... July 10, 2001 • f• • Time... 21:48:18.470 Ending Dame... July 10, 3 Time... 21 :4949:11. 30 Elapsed Time... 0.876 minutes. Elapsed Time... 52.560 seconds. ' Sunstone Mixed Use - Existing Condition EXTRAN Ayres Associates 21 of 21 July 2001 EXT-EX.DAT/OUT I [1 1 I I I 1 1 * NBLOCK JIN(1) JOUT(1) SW 1 0 0 * NITCH NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) MM 1 1 2 3 4 ® 0 'Ext-ex2.out' $EXTRAN Al 'Sunstone Mixed -Use Development Existing Condition Extran Model' Al 'Ayres Associates JULY 2001 FILE:EXT-EX2.DAT (Sensitivity)' * ISOL KSUPER BO 0 0 * JELEV JDOWN IPRATE BB 0 0 1 * NTCYC DELT TZERO NSTART INTER JNTER REDO B1 10800 1.0 0.0 1 3600 300 0 * METRIC NEQUAL AMEN ITMAX SURTOL B2 0 2 0 30 0.05 * NHPRT NQPRT NPLT LPLT NJSW B3 1 1 0 0 1 B4 20 B5 90001 * JUNCTION Data * JUN GRELEV Z QINST YO D1 20 4943.0 4937.31 0.0 0.0 D1 30 4943.0 4937.0 0.0 0.0 * JUNCTION DETENTION STORAGE DEFINITION * JSTORE GELEV ASTORE NUMST (AREA IN ACRES VS. DEPTH IN FEET) El 20 4943.0 -1.0 5 E2 0.001 0 0.002 3.19 .331 3.69 1 .331 4.69 G 7 2.933 5.69 J�/151 f j1J1� El 30 4943.0 100000. 0'��'S r * Pipe discharge reduced by 5 cfs for a sensitivity analysis... * IPTY NJUNC NJUNC NPRATE PRATEI PRATE2 PRATE3 PRATE4 PRATES PRATE6 PRATE7 PRATES PRATE9 VRATEI VRATE2 VRATE3 VRATE4 VRATES VRATE6 VRATE7 VRATE8 VRATE9 PON POFF H1 4 20 30 9 1.0 2.0 4.0 5.0 5.3 7.5 14.5 24.7 40.8 0.87 1.50 2.51 3.47 4.31 4.54 4.69 4.79 4.89 0.10 0.05 * BOUNDARY CONDITIONS * JFREE NBCF 11 30 1 Jl 2 J2 4937.1 * K1 1 K2 20 * * 20 K3 0.0000 0 K3 0.0167 0 K3 0.0333 0 K3 0.0500 0 K3 0.0667 0 K3 0.0833 0 K3 0.1000 0 K3 0.1167 0 K3 0.1333 1 Sunstone Mixed Use - Existing EXTRAN Sensitivity Analysis July 2001 Ayres Associates 1 of 12 EXT-EX2.DAVOUT I 1 L l 1 1 I 1 I H K3 0.1500 2 K3 0.1667 3 K3 0.1833 4 K3 0.2000 4 K3 0.2167 4 K3 0.2333 4 K3 0.2500 4 K3 0.2667 5 K3 0.2833 7 K3 0.3000 7 K3 0.3167 7 K3 0.3333 7 K3 0.3500 8 K3 0.3667 10 K3 0.3833 10 K3 0.4000 11 K3 0.4167 12 K3 0.4333 16 K3 0.4500 23 K3 0.4667 26 K3 0.4833 29 K3 0.5000 31 K3 0.5167 42 K3 0.5333 55 K3 0.5500 63 K3 0.5667 68 K3 0.5833 74 K3 0.6000 67 K3 0.6167 57 K3 0.6333 54 K3 0.6500 52 K3 0.6667 51 K3 0.6833 47 K3 0.7000 42 K3 0.7167 40 K3 0.7333 38 K3 0.7500 36 K3 0.7667 33 K3 0.7833 30 K3 0.8000 28 K3 0.8167 26 K3 0.8333 25 K3 0.8500 23 K3 0.8667 22 K3 0.8833 20 K3 0.9000 19 K3 0.9167 19 K3 0.9333 18 K3 0.9500 17 K3 0.9667 16 K3 0.9833 15 K3 1.0000 15 K3 1.0167 14 K3 1.0333 14 K3 1.0500 13 K3 1.0667 13 K3 1.0833 12 K3 1.1000 12 K3 1.1167 11 K3 1.1333 11 K3 1.1500 11 K3 1.1667 11 K3 1.1833 10 Sunstone Mixed Use - Existing EXTRAN Sensitivity Analysis July 2001 Ayres Associates 2 of 12 EXT-EX2.DAT/OUT 1 1 K3 1.2000 10 K3 1.2167 10 K3 1.2333 9 K3 1.2500 9 K3 1.2667 9 K3 1.2833 9 K3 1.3000 9 K3 1.3167 8 K3 1.3333 8 K3 1.3500 8 K3 1.3667 8 K3 1.3833 8 K3 1.4000 8 K3 1.4167 8 K3 1.4333 7 K3 1.4500 7 K3 1.4667 7 K3 1.4833 7 K3 1.5000 7 K3 1.5167 7 K3 1.5333 7 K3 1.5500 7 K3 1.5667 6 K3 1.5833 6 K3 1.6000 6 K3 1.6167 6 K3 1.6333 6 K3 1.6500 6 K3 1.6667 6 K3 1.6833 6 K3 .1.7000 6. K3 1.7167 6 K3 1.7333 6 K3 1.7500 6 K3 1.7667 5 K3 1.7833 5 K3 1.8000 5 K3 1.8167 5 K3 1.8333 5 K3 1.8500 5 K3 1.8667 5 K3 1.8833 5 K3 1.9000 5 K3 1.9167 5 K3 1.9333 5 K3 1.9500 5 K3 1.9667 5 K3 1.9833 5 K3 2.0000 5 K3 2.0167 4 K3 2.0333 3 K3 2.0500 3 K3 2.0667 2 K3 2.0833 2 K3 2.1000 2 K3 2.1167 2 K3 2.1333 2 K3 2.1500 2 K3 2.1667 2 K3 2.1833 2 K3 2.2000 1 K3 2.2167 1 K3 2.2333 1 Sunstone Mixed Use - Existing EXTRAN Sensitivity Analysis Ayres Associates 3 of 12 July 2001 EXT-EX2.DAT/OUT ' K3 2.2500 1 K3 2.2667 1 K3 2.2833 1 K3 2.3000 1 K3 2.3167 1 K3 2.3333 1 K3 2.3500 1 K3 2.3667 1 K3 2.3833 1 K3 2.4000 1 K3 2.4167 1 K3 2.4333333 1 K3 2.4500 1 K3 2.4667 1 K3 2 *41133 1 K3 2.50005000 1 K3 2.5167 1 K3 2.5333 1 K3 2*5500 1 ' K3 2.5667667 1 K3 2.5833 1 K3 2.6000 1 K3 2,15167 1 K3 2.6333333 1 K3 2.6500 1 K3 2.6667 1 K3 2.61133 0 ' K3 2.70007000 0 K3 2.7167 0 K3 2.7333 0 ' K3 K3 2.7500 0 2.7667 0 K3 2.7833 0 K3 2.8000 0 K3 K3 2.8167 0 2.8333 0 K3 2.8500 0 K3 2.8667 0 K3 K3 2.8833 0 2.9000 0 K3 2.9167 0 K3 2.9333 0 1 K3 K3 2.9500 0 2.9667 0 K3 2.9833 0 K3 3.0000 0 1 I $ENDPROGRAM Sunstone Mixed Use - Existing EXTRAN Sensitivity Analysis July 2001 Ayres Associates 4 of 12 EXT-EX2.DAT/OUT U.S. Environmental Protection Agency • Storm Water Management Model (SWMM) • Version 4.4G CDMBeta Release Date - September 16, 2000 Camp Dresser 6 McKee • Annandale, Virginia - Chuck Moore • Compiled using Digital Visual Fortran 6.1 ..........•........................ n.......,..... Developed by ..................... n........................... ` Metcalf 6 Eddy, Inc. University of Florida Hater Resources Engineers, Inc. (Now Camp, Dresser and McKee, Inc.) ; September 1970 .................. n...... ,.... nn................. Distributed and Maintained by U.S. Environmental Protection Agency • Center for Exposure Assessment Modeling (CEAM)- • Athena Environmental Research Laboratory College Station Athena, .. 30605-.... .............Athens.. ,..... .,...•..•.•• .................................teen • This is a new release of SwmM. If any ` problems occur executing this model system, contact Mr. Prank Stencil, U.S. Environmental Protection Agency. 706/355-8328 (voice) ` e-mail, stancileathens.ath.epa.gov ` Or contact Wayne C. Huber at Oregon St. U.- Or Michael F. Schmidt at Camp Dresser 6 McKee (904) 281 -O PO SCHM IDTMP4ICDM.COM implementation of EPA MM ' 'Nature is full of infinite causes which :.•'Nature•is full causesWwhich •: have never occurred in experience- da Vinci ########################################### # Pile names by SWMM Block # # JIN > Input to a Block # # JOUT , Output from a Block # ########################################### JIN for Block # 1 Pile # 0 Ext-ex2.out JOUT for Block # 1 Pile # 0 Ext-ex2.out ########################################### # Scratch file names for this simulation. # ########################################### NSCRAT # 1 Pile # 1 SCRTI.UP u..........ter ` P arame ...-nValues,n...e..on...the.,.Tapes••e.e,Co.mmo..un•.Block....ue. Number of Subcatthments in the Runoff Block (NN)...... 2000 Number of Channel/Pipes in the Runoff Block (NG)...... 2000 Number of Connections to Runoff Channels/Inlets (NCP). 6 Number of Water Quality Constituents (MQUAL).......... 20 Number of Runoff Land Uses per Subcatchment (NLU)... .. 20 Number of Groundwater Subcatchments in Runoff (NGW)... 100 ' Number of Interface Locations for all Blocks (NIE).... 2000 Number of Elements in the Transport Block (NET)....... 500 Number of Storage Junctions in Transport (NTSE)....... 100 Number of Transport interface input locations (NTHI).. 500 Number Number of Transport interface output locations (NTHO). of Transport input locations on R lines (NTHR). 500 80 Number of Transport printed output locations (NTOA). 80 Number of Tabular Plow Splitters in Transport (NTSP).. 50 Number of Elements in the Extran Block (NEE).......... 2000 Number of Pumps in Extran (NEP)....................... 75 Number Number of Orifices in Extran (NEO).................... of Tide Gates/Free Outfalls in Extran (NTG).... 200 200 Number of Extran Weirs (NEW) .......................... 400 Number of Extran Printout Locations (NPO)............. 150 Number of Tide Elements in Extran (NTE)............... 50 Number of Natural Channels (NNC)...................... 1200 Number Number of Storage Junctions in Extran (NVSE).......... of Time History Data Points in Extran (NTVAL).. 2000 500 Sunstone Mixed Use — Existing EXTRAN Sensitivity Analysis July 2001 ' Ayres Associates 5 of 12 EXT-EX2.DAVOUT 11 1 I I 1 1 I 1 11 Number of Data Points for Variable Storage Elements in the Extran Block(NVST).......................... 25 Number of Input Hydrographs in Extran (MEN)........... 500 Number Of Allowable Channel Connections to Junctions in the Extran Block (NCHN)................ 15 Number Rain Gages in Rain and Runoff (MAXRG).......... 200 Number PRATE/VRATE Points for Extran Pump Input(MAXPRA)...................................... 10 Number of Variable Orifices in Extran (NVORF)......... 50 Number of Variable Orifice Data Points (NVOTIM)....... 50 Number of Allowable Precip. Values/yr in Rain (LIMRN). 5000 Number of Storm Events for Rain Analysis (LSTORM)..... 20000 Number of Plugs for Plug -flow in S/T (MPLUG).......... 3000 Number Conduits for Extran Results to ASCII File (MXFLOW)....................................... 400 :* Entry made• to• the• EXTENDED TRANSPORT MODEL (EXTRAN)•++• • developed 1973 by Camp, Dresser and McKee (CDM) with • modifications 1977-1991 by the University of Florida. • Most recent update: September 2000 by COW, Oregon State University, and R.E. Dickinson • "Smooth runs she water where the brook is deep." • Shakespeare, Henry VI, II, III, 1 ••••.•u•.••.•....••..•..•...•••... •... ...... ..u........ 1----------------------------------------------------"--------------------------- ENVIRONMENTAL PROTECTION AGENCY •••• EXTENDED TRANSPORT PROGRAM •••' WATER RESOURCES DIVISION WASHINGTON, D.C. '++• •••• CAMP DRESSER 6 MCXEE INC. •••• ANALYSIS MODULE •••• ANNANDALE, VIRGINIA Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-EX2.DAT (Sensitivity) Control information for simulation ---------------------------------- Integration cycles ................. 10800 Length of integration step is...... 1.00 seconds Simulation length .................. 3.00 hours Create equivalent conduits based on incorporating local losses ,(no lengthening) ....................... 2 Uee U.S. customary units for I/0... 0 Printing starts in cycle........... 1 Intermediate printout intervals of 3600 cycles Intermediate printout intervals of. 60.00 minutes Summary printout intervals of...... 300 cycles Summary printout time interval of.. 5.00 minutes Hot start file parameter (JREDO)... 0 Initial time (TEERO)............... 0.00 hours This is time displacement from JIN interface file starting date/time when interface file is used. This also describes starting hour in X3 line hydrograph input when K3 lines are used. - Initial date (default) ............. 19410802 (yr/mo/day) NOTE: Initial date from JIN interface file will be used, if accessed, unless IDATE is negative. Iteration variables: IT74AX......... 30 SURTOL........ .L.0500 Default surface area of junctions.... 12.57 square feet. EXTAAN VERSION 3.3 SOLUTION. (ISOL • 0). Sum of junction flow is zero during surcharge. NORMAL FLOW OPTION WHEN THE WATER SURFACE SLOPE IS LESS THAN THE GROUND SURFACE SLOPE (KSUPER•0).... NJSW INPUT HYDROGRAPH JUNCTIONS.... 1 Printed output for the following-.1 Junctions 20 Printed output for the following 1 Conduits 90001 Sunstone Mixed Use — Existing EXTRAN Sensitivity Analysis July 2001 Ayres Associates 6 of 12 EXT-EX2.DAVOUT ' INTERMEDIATE HEADER LINES ARE PRINTED AS IN ORIGINAL PROGRAM IDS ARE WRITTEN AS IN ORIGINAL PROGRAM CONDUIT LENGTHS ON Cl LINE MUST EQUAL IRREGULAR SECTION LENGTH ENTERED ON THE C3 OR X1 LINES (IWLEN . 0) JELEV . 0 (DEFAULT). STANDARD INPUTS ARE DEPTHS NOT ELEVATIONS JDOWN . 0 - Minimum of normal or critical depth will be used at free outfalls (I1). The number of RATE/VRATE pairs will be read on H1 lines as defined by IPRATE on BE line. Characteristic depth for M2 and S2 water surface profiles will be computed as in previous versions of EXTRAN (IM2 01. SEDIMENT DEPTHS WILL NOT BE READ FROM C1 LINES ' Intermediate continuity output will not be created ------------ _---------- _------ _---- _--- _____________________________________ ENVIRONMENTAL PROTECTION AGENCY •••• EXTENDED TRANSPORT PROGRAM •••• WATER RESOURCES DIVISION WASHINGTON, D.C. •••• •••+ CAMP DRESSER 6 MCXEE INC. ••'• ANALYSIS MODULE •••• ANNANDALE, VIRGINIA ' Sunstone Mixed-Uae Development Existing Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-EX2.DAT (Sensitivity) 1 '•.••++.+++++++•+.+.u•Co....•...�•.•+++••+......... .... INP CONDUIT LENGTH CONDUIT AREA MANNING MAX WIDTH DEPTH JUNCTIONS INVERT HEIGHT TRAPEZOID MUM NUMBER (FT) CLASS (SO PT) COEF. (FT) (PT) AT -THE ENDS ABOVE JUNCTIONS SIDE SLOPES ------ _______ ----"' ------- --------- ------- --------------- ----- ----- .................... • Conduit volume Input full depth volume............ 0.0000E-00 cubic feet 1________________________________________________________________________________ ' ENVIRONMENTAL PROTECTION AGENCY :-.. EXTENDED TRANSPORT PROGRAM WASHINGTON, D.C. ANALYSIS MODULE Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-EX2.DAT (Sensitivity) 1.................................................... • Junction Data • ........... ..... .......... .................. ........ INP JUNCTION GROUND CROWN INVERT QINST INITIAL CONNECTING CONDUITS NUM NUMBER ELEV. ELEV. ELEV. DEPTH(FT) ___ ______ _______ ______ 1 20 4943.00 5.69 4937.31 ____CPS _________ ___________________ 0.00 0.00 2 30 4943.00 6.00 4937.00 0.00 0.00 1--"""""""- ----- ----- --- - --------- - ---- ----"""---- -------""' - - -- - -' ENVIRONMENTAL PROTECTION AGENCY •++• EXTENDED TRANSPORT PROGRAM •••• WASHINGTON, D.C. •••• •••• •••• ANALYSIS MODULE •••• Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 PILE:EXT-EX2.DAT (Sensitivity) ........................... u........ .............. DATA ARY JUNCTI •..........STORAGE......O...........................• MAXIMUM OR ... PEAR OR CROWN STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION NUMBER OR NAME TYPE AREA (FT2) (CUBIC FEET) (FT) -------""--- -------------------'-"-- 20 VARIABLE 127761.48 ------------------------ 124049.52 4943.000 30 CONSTANT 100000.00 600000.00 4941.000 ........••..•................................ •....•............ PUMP• DATA ................... y PUMP NUMBER 1 PUMPED JUNCTION 20 RECEIVING JVNCTION 30 VARIABLE SPEED PUMP CURVE DATA (I PTYP . 4) PUMPED Sunstone Mixed Use — Existing EXTRAN Sensitivity Analysis Ayres Associates 7 of 12 WATER RESOURCES DIVISION CAMP DRESSER L MCXEE INC. ANNANDALE, VIRGINIA WATER RESOURCES DIVISION CAMP DRESSER 6 MCREE INC. ANNANDALE, VIRGINIA July 2001 EXT-EX2.DAVOUT [1 JUNCTION PUMPING DEPTH RATE (FT) (CPS) 0.870 1.000 1.50D .000 1 2.s10 .000 4 3.470 5.000 4.310 5.300 4.540 7.500 4.690 14.500 4.0 .00 ' 4.8 90 4040.800 Pumping rate is linearly interpolated from the above values. Pumping rate equals 1.000 cfe for depths less than 0.870 feet. Pumping rate equals 40.800 cfe for depths greater than 4.890 feet. PUMP TURNS ON WHEN DEPTH EQUALS 0.100FEET PUMPTURNS OFF WHEN DEPTHEQUALS0.050PEET .................................................. •••••••• • . .+.+.• • FREE OUTPALL DATA (DATA GROUP I1) • BOUNDARY CONDITION ON DATA GROUP J1 ' OUTFALL AT JUNCTION.•••• ••••••• 30• HAS BOUNDARY CONDITION NUMBER... 1 I------------------------------------------------------------------------'_------ ENVIRONMENTAL PROTECTION AGENCY •••• EXTENDED TRANSPORT PROGRAM •`•• WATER RESOURCES DIVISION WASHINGTON, D.C. CAMP DRESSER L MCREE INC. ANALYSIS MODULE ANNANDALE, VIRGINIA Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 PILE:EXT-RX2.DAT (Sensitivity) • ••••••+INTERNAL CONNECTIVITY INFORMATION ....••' ............................... a •.••..•..••..•+•• CONDUIT JUNCTION JUNCTION ' 90001 20 30 90002 30 0 1 ON BOVNDARY•DATA DATA GROUPS J1-J4 GROU.NPORMAT.ON...••.. •.. •••.• •.u.... BC NUMBER.. 1 CONTROL WATER SURFACE ELEVATION IS.. 4937.10 FEET. TZERO . 1941214 0.0000000E.00 ...........................•.•u....•..••••.•••..• • LINE -INPUT HYDROGRAPHS (DATA GROUPS X1-K3) + 1 .....E..C....•..ct I 3......D ....B.....dline.ch U .... . ........ NJSW INPUT LOCATIONS FROM X2 LINES: 20 1-------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY ••+• EXTENDED TRANSPORT PROGRAM- •••• WATER RESOURCES DIVISION WASHINGTON, D.C. •`•` •••• CAMP DRESSER 6 MCXEE INC. •••• ANALYSIS MODULE ... ANNANDALE, VIRGINIA ' Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-EX2.DAT (Sensitivity) ' INITIAL MODEL CONDITION ...N...A....ME........ 0:00•HOURS•... : JUNCTION / DEPTH / ELEVATION ..a ' JUNCTION IS SURCHARGED. 20/ 0.00 / 4937.31 30/ 0.00 / 4937.00 CONDUIT/ PLOW' .a ••. CONDUIT USES THE NORMAL FLOW OPTION. 90001/ 0.00 90002/ 0.00 CONDUIT/ VELOCITY ' CONDUIT/ CROSS SECTIONAL AREA CONDUIT/ HYDRAULIC RADIUS ' CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION Sunstone Mixed Use — Existing EXTRAN Sensitivity Analysis July 2001 ' Ayres Associates 8 of 12 EXT-EX2.DAVOUT 1 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group X3) at 0.00 hours ( Junction / Inflow,cfs 1 ' 20/ O.00E.00 ••••Output pile edited to remove input discharge printout.... ...> System inflows (data group X3) at 3.00 hours ( Junction / Inflow,cfs 1 20/ 0.00E.00 # p # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # ' CYCLE 10800 TIME 3 NRS - 0.00 MIN . JUNCTION / DEPTH / ELEVATION •. JUNCTION IS SURCHARGED. 20/ 4.00 / 4941.31 30/ 1.00 / 4938.00 CONDUIT/ FLAW . •• CONDUIT USES THE NORMAL PLOW OPTION. 90001/ 5.19 90002/ 5.19 FINAL MODEL CONDITION • FINAL TIME . 3.00 HOURS •. •.................. •.... •...... ' »> ENDING DATE AND TIME OF EXTRAN RUN ARE: JULIAN DATE. 1941214 YR/MO/DA: 1941/ 8/ 2 TIME OF DAY: 3.000 WRS JUNCTION / DEPTH / ELEVATION ...> •.• JUNCTION IS SURCHARGED. 20/ 4.00 / 4941.31 30/ 1.00 / 4938.00 CONDUIT/ FLAW .... •' • CONDUIT USES THE NORMAL PLOW OPTION. 90001/ 5.19 90002/ 5.19 ' CONDUIT/ VELOCITY CONDUIT/ CROSS SECTIONAL AREA CONDUIT/ FINAL VOLUME CONDUIT/ HYDRAULIC RADIUS ' CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION '################################################### # Surcharge Iteration Summary # ################################################### Maximum number of iterations in a time step..... 1 Total number of iterations in the simulation.. 21600 ' Average number of iterations per time step...... 2.00 Surcharge iterations during the simulation...... 0 Maximum surcharge flow error during simulation.. O.00E.00 cfs Total number of time steps during simulation.. 10800 1 I�.................................................. CONDUIT COURANT CONDITION SUMMARY • TIME IN MINUTES DELT > COURANT TIME STEP :*;;;*BELOW FOR EXPLANATION OF COURANT TIME STEP. •CONDUIT -#'•TIME(MN)••CONDUIT -#••TIME(MN)•• CONDUIT _# TIME(MN)COMDUIT-# TIME(MN) 1................................................ CONDUIT COURANT CONDITION SUMMARY • COURANT CONDUIT LENGTH • TIME STEP --------------------------------- - ..AVERAGE.... VELOCITY •DITION TIME STEP(SECONDS) . • AVERAGE COURANT CONDITION TIME STEP (SECONDS) CONDUIT # TIME(SEC) CONDUIT # TIME(SEC) CONDUIT # TIME(SEC) CONDUIT # TIME(SEC) ---------------------------------- -------------------------- ""----- Sunstone Mixed Use — Existing EXTRAN Sensitivity Analysis ' Ayres Associates 9 of 12 July 2001 EXT-EX2.DAVOUT 1 1 • EXTRAN CONTINUITY BALANCE AT THE LAST TIME STEP 1 '•• „: • • JUNCTION INFLOW OUTFLOW +.... :.......................................... OR STREET FLOODING JUNCTION INFLOW, ' --- 20 1.1148E.05 JUNCTION OUTFLOW, F173 ------------ -------- • INITIALYS STEM VOLUME O.00OOE.00 N P7 • TOTAL SYSTEM INFLOW VOLUME 1.1148E.05 N FT • INFLOW . INITIAL VOLUME 1.1148E+05 N PT ••'NTAL SYSTEM OUTFLOW •+••'•••�•••••1.071BE+05•N PT • VOLUME LEFT IN SYSTEM 1.1013E+05 N FT • OUTFLOW . FINAL VOLUME 2.1730E+05 N FT • ERROR IN CONTINUITY, PERCENT -94.92 ' TEST WRITE OF ALTERNATIVE CONTINUITY ERROR CALCULATION VOLUME LEFT IN SYSTEM 0.0000R+00 N. FT. ERROR IN CONTINUITY PERCENT . 38.61 1 NN##############NNNNNN#NNNNNNN####NN####N##NN##q##NN#qN## N Time History of the H. G. L. (Feet) # #N###################NN################################## ' Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-EX2.DAT (Sensitivity) Junction: 20 Time Ground: 4943.00 Hr Mn:Sc Elevation Depth 0: 5: 0 4937.31 0.00 0:10: 0 4938.84 1.53 0:15: 0 4939.82 2.51 0:20: 0 4940.8 3.57 0:25: 0 4941.1: 3.85 0:30: 0 4941.44 4.13 0:35, 0 4941.84 4.53 0.40: 0 4942.07 4.76 G �i /I. 0:45. 0 4942.14 4.83 4`' l(pQ ("I , Aa 0:50: 0 4942.13 4.82 0.55: 0 4942.10 4.79 1: 0: 0 4942.07 4.76 1: 5: 0 4942.04 4.73 1:10: 0 4942.01 4.70 1:15: 0 4941.99 4.68 1:2: 0 4941.9 4.6 1 :25: 0 4941.94 4.63 1:30: 0 4941.92 4.61 1:35: 0 4941.90 4.59 1:40: 0 4941.08 4.57 1:45: 0 4941.86 4.55 1:50 4941.8 4.5 1 :55: 0 4941.83 9.52 2: 0: 0 4941.92 4.51 2: 5: 0 4941.79 4.48 2:10: 0 4941.76 4.45 2:15, 0 4941.73 4.42 2:20: 0 4941.6 2 :25: 0 4941.65 4.3 4.34 ' 2:30: 0 4941.62 4.31 2:35: 0 4941.58 4.27 2:40: 0 _ 4941.54 4.23 2:45, 0 4941.50 4.18 2:50v 0 4:41. 2 :55: 0 441.38 38 4.13 4.070] ' 3: 0: 0 4941.31 4.00 Mean 4941.49 4.18 Maximum 4942.14 4.83 Minimum 4937.31 0.00 1 + J U N C T I O N S U M M A R Y S T A T I S T I C S Sunstone Mixed Use - Existing EXTRAN Sensitivity Analysis Ayres Associates 10 of 12 July 2001 EXT-EX2.DAVOUT Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 PILE:EXT-EX2.DAT (Sensitivity) UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAXIMUM GROUND PIPE CROWN JUNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING AREA NUMBER (FT) (FT) (FT) % CHANGE (FT) HR. MIN. ELEVATION ELEVATION (MIN) (MIN) (SO. FT) 20 4943.00 4943.00 4941.44 0.0096 4942.14 0 46 0.00 0.86 0.0 0.0 6.801E.04 30 4943.00 4943.00 4938.00 0.0015 4938.00 0 0 0.00 5.00 0.0 0.0 2.000E.05 1 ############################################# # Time History of Plow and Velocity # # O(cfs), Vel(ft/s). Total(cubic feet) # ' ############################################# Sunstone Mixed -Use Development Existing Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-EX2.DAT (Sensitivity) Time Conduit: 90001 Hr:Mn:Sc Flow Veloc. ________ ____ ______ 0: 5: 0 0.00 0.00 0:10: 0 2,04 0,00 0:15: 0 4.00 0.00 ' 0:20: 0 5.04 0.00 .0:25: 0 5.14 0.00 0:30: 0 5.24 0.00 0:35: 0 7.36 0.00 0:40: 0 22.04 0.00 0:45: 0 31.24 0.00C­ Q00 y ' 0:50, 0 30.03 0.00 0:55: 0 25.25 0.00 1: 0. 0 21.77 0.00 1: 5: 0 18.50 0.00 1:10: 0 15.59 0.00 1:0 1.0.00 1:2020, 0 12.7171 0.00 1:25: 0 11.66 0.00 1:30: 0 10.61 0.00 1:35: 0 9.70 0.00 1:40: 0 8-82 0.00 1 :45: 0 8.14 0.00 ' 1,50: 0 7.48 0.00 1:55: 0 7.34 0.00 2: O: 0 7.20 0.00 2. 5: 0 6.96 0.00 2:1: 0 6.66 0.00 2 :15: 0 6.32 0.00 2:20: 0 5.97 0.00 2:25: 0 5-62 0.00 2.30, 0 5.30 0.00 2:35: 0 5.29 0.00 2:4: 0 5.20.00 2 :45: 0 5.26 0.00 ' 2:50: 0 5.24 0.00 2:55: 0 5.21 0.00 3: 0: 0 5.19 0.00 Mean 9.97 0.00 Maximum 3.0.00 Minimum 0.00 0.0000 0.00 Total 1.077E.05 C O N D U I T S U M M•A R Y '•S T A T I S T I C S 1....• .............................••.••••••..••••.........• Sunstone Mixed -Use Development Existing Condition Extran Model ' Ayres Associates JULY 2001 FILE:EXT-EX2.DAT (Sensitivity) CONDUIT MAXIMUM TIME MAXIMUM TIME RATIO OF MAXIMUM DEPTH ABOVE LENGTH CONDUIT DESIGN DESIGN VERTICAL COMPUTED OF COMPUTED OF MAX. TO INV. AT CONDUIT ENDS OF NORM SLOPE CONDUIT FLOW VELOCITY DEPTH FLOW OCCURRENCE VELOCITY OCCURRENCE DESIGN UPSTREAM DOWNSTREAM FLOW ' NUMBER (CPS) (PPS) (IN) (CPS) HR. MIN. (FPS) HR. MIN. FLOW (FT) (FT) (MIN) (FT/FT) 90001 UNDEF UNDEP UNDEP 3.17E+01 0 46 90002 UNDEF UNDEP UNDEP 3.17E.01 0 46 1..................... .................... ........ ' • SU13CRITICAL AND CRITICAL FLOW ASSUMPTIONS FROM • SUBROUTINE HEAD. SEE FIGURE 5-4 IN THE EXTRAN • MANUAL POP FURTHER INFORMATION. ' LENGTH LENGTH LENGTH LENGTH Sunstone Mixed Use - Existing EXTRAN Sensitivity Analysis July 2001 ' Ayres Associates 11 of 12 EXT-EX2.DAVOUT I OF OF OF UPSTR. OF DOWNSTR. CONDUIT DRY SUBCRITICAL CRITICAL CRITICAL NUMBER FLOW(MIN) FLAW(MIN) FLOW(MIN) PLOW(MIN) ---------------------------------------------- UNDEFINED UNDEFINED UNDEFINED UNDEFINED•• ' 90002 UNDEFINED UNDEFINED UNDEFINED UNDEFINED •.I.190002 • AVERAGE t•CRANGE IN JUNCTION OR CONDUIT IS DEFINED AS: • CONDUIT t CHANGE ..> 100.0 ( 0(n.1) - Q(n) I / Qfull JUNCT' •Yfull ..........ON kCHANGE ......*...:.100. 0.................../ ...... •... The Conduit With the largest average change... 90001 had The Junction With the largest average change... 20 had ' .... Extended Transport model simulation ended normally. ...> SWMM 4.4G simulation ended normally. Always check output file for possible Warning messages. file named ex2 :wasas named: C:\.ork\sunstone\ext > Your output file was named: c:\Work\aunstone \ext-ex1 ::.: Your outputf • SWMM 4 AG Simulation Date and Time Summary • - .................. •............. •••••••••............. Starting Date... July 10, 2001 Time... 23,18:22.150 Ending Date... July 10, 2001 Time... 23:19:15.150 • Elapsed Time... 0.883 minutes. • Elapsed Time... 52.996 seconds. 1 1 [1 1 [1 MEAN TOTAL MAXIMUM MAXIMUM FLOW AVERAGE FLAW HYDRAULIC CROSS SECT (CFS) % CHANGE CUBIC FT RADIUS(FT) AREA(FT2) ----------------- ---------------------------- 9.93 1.0718E.05 9.92 1.0918E.05 0.000 percent 0.010 percent Sunstone Mixed Use — Existing EXTRAN Sensitivity Analysis July 2001 ' Ayres Associates 12 of 12 EXT-EX2.DAVOUT No Text 1 /SIRES ASSOCIATES Wafc,- ac,1 y �c6re Volomc 1 De✓eloPr�en+ SI�c �req = 5,3 acres / �uv�C,v>9 lo+ =..S.�,la3-sF t ew Im et-wo area = 3.33 Acres ` gv� la�ngs =a7� Aso s� -- Qe: 1+ 15 riot pos5lblc fo br,ny +tic extreme eastern Portico, of fie sieve l o mek% I�t�o 4e p�Id:_: 1 Powever, siv ce 4e defen Son pard eap�we 5 ey(Yvt) lmpervloo5 area � Timberl,Ne""-? Calculate +o%al Ft-cpo5cd dra,rage arta 41n4 inperv,cv5 are4. 1 T,6Alifly area dlrec+ly fo Pvnd 5,4 acre$ �arkr,l� = 77,ro1� Ir,hr�ury,mppr✓,00sgre4 =.3,3�acres < 5odlivui5 = 97 359 sF 1 1 1 1 i 11 I SNwyn, = la'a t050 (Lacl< onfy) 1tmberhrrte 45,x 5to, NiF Hwr es = 5NJd Corisegmfly, 51na & area brec%ly, +,,i "vy •Fo Je det (ori on Paula I rea�erAan �e area o� 11e,-)&velapmenf (bof1�fo � oxd ItMperviw5 area), fie tv4ergvalf{� C4.0�ure, volume- shall be Cal cola,'-ed %�d on 4e, i4trec- --r,bu zip( area —'o 4e poid pMerrf Irh fkr✓tcv5 = �.��c/S•�{ac = �j (% rn+Pl✓vrv�5 t;romu5(Zwt Fig. 5-1 (00CV) WQCV = �r,ncl,es 0,2 1;070 wocv: 0.9, a(-F4 Se><�po�WQCv _ 49R, r Dwa = I,Cp' 5e+ b4bm o� vend = 4q 37, 5 1 From McmVol Fie!Fie!5 - 3, Cqui(ed 4rea per rvl,) = 0. ql in a Ir 6155L)nfly� y'r 5p(lovy be�waiira..;,5 4t5wo IJ require # %&5 w,ihw L<IumC�C� v{ a p prax• 3�{ 1 I e a w w 05oelFuc , �= 0,0085R de.+evnun Ie dram+Ime 4r4e, WQCv , In 3 Sec+lc05 ..• 1 fl,` D= b5 1 ha ° 1 `I , = CA �no=(0,oY0,0o85) 6�• 5 = 0,05c, O,o�I5�F5 1 L 1 A� 'D=1,J5 i Ha°f7,95' 0=!0,(0 " S)i' AS `0,04A \ 0,035c1 f+ 17=0-5 62= (0,42)(0,cv AS =0,03dS A+ -o= 0 = 0 , of015CF5 t�kauihmege-4vP%a I-0,0WC-F{ a/llcp/o,015 - SSIo�15cc = 16,Ihours Mt8 aMo� , 17.3 hays Io�eS+ %aF�,'/=o,alac-GI=�l3�cF � 4',>✓�C/o,b15�'s=aq,o��SCc ='1 -` 41 , 7 Project No. b3 3 Remarks Prepared by CLI Date . a5 O0 Project Name5vi,1S�'D/le r'��,II tlkeJ l/ C Checked by I Date Title/Item , Aer QCJ (�0 -fure I uM6 Upaaw $ lq t) 6g) Sheet of DRAINAGE CRITERIA MANUAL (V. 3) STORMWATER QUALITY MANAGEMENT 1 1 1 1 1 1 E 0 C s xten ed Detention Basi (Dry) 0-1-10 r Drain time 4 3 2 D tents n Pon s (Wet) 1 -Hour Drain rime 1 n 0 10 20 30 40 50 60 70 80 90 100 Percent Impervious Area in Tributary Watershed Source: Urbanos, Guo, Tucker (1989) Note: Watershed inches of runoff shall apply to the entire watershed tributary to the BMP Facility. FIGURE 5-1. WATER QUALITY CAPTURE VOLUME (WQCV) 9-1-1992 UDFCD DRAINAGE CRITERIA MANUAL(V. 3) STRUCTURAL BMPs 1 1 1 1 1 1 1 1 1 10.0 6.0 4.0 2.0 1.0 0.6( m 0.4( m E A :9 0.2( m A 1i m U cc C7 0.01 mes 0.0 0.02 EXAMPLE: DWQ = 4.5 ft SOLUTION: Required Area, per M 1 /004 , VAN IFFMAN I MINEWANNAFRAPAJ VAZA IN FAF PrArA IWAAMI 0.04 0.06 0.10 0.20 0.40 0.60 1.0 2.0 4.0 6.0 Required Area per Row (in.2 ) Source: Douglas County Storm Drainage and Technical Criteria, 1986. FIGURE 5-3. WATER QUALITY OUTLET SIZING: DRY EXTENDED DETENTION BASIN WITH A 40-HOUR DRAIN TIME OF THE CAPTURE VOLUME Rev. 3-1-1994 UDFCD DRAINAGE CRITERIA MANUAL (V. 3) 7-1 F- DI 0 10 20 30 40 50 Outlet Diameter in Inches FIGURE 5-4. MINIMUM TRASH RACK AREA STRUCTURAL BMPs 9-1-1992 UDFCD 1 /SIRES ASSOCIATES �oIIG 1 QWrStii p�tr�� Pane' a,w�ysu ' Pond S�yt- S'b��9G — �vnt� (,(� - __ - - - --• --_ - - - li(G/ f}r[q -Tnc.-Vol. 5vm Vol. 1 49 57.5 0 0 0 0, crx7 M30 wacv =0. 1 �1939 6555 3��,8 3=ia3 c,, ayo @ �(q3<i. a t� = o, �Ig90 7713 105a 10975 0,a5,7 6•13o 1 OW 1%5 0(f5q ►gwL3 6,451 0.3ag 1110 11030 14 301 34011 01781 0, &51 ' 't9�3 3519g 27141 4111&1 I,40q �I,asa b-S71��Igla•s F(t✓ U7( Sum; v,0I (ac-0) 1 114440.5 0 0 0 0 `. o. 010 Aida 35640 1."67 144a4 0,377 "5 0130 51752 1i8174, 1, 5&5 - 1 1 1 1 [1 i Project No. Remarks Prepared by Date Project Name Checked by Date Title/Item Sheet of AIRES ASSOCIATES EXT�F}hlI Vha�v� r7GhG►ma� Dlc�o/�cYw� Model as /tilodol as �urnr Qumto PrnPoxd Candihvh Ex'5k, e#,1Ji,AM Project No. Remarks Prepared by Date Project Name Checked by Date Title/Item Sheet of RroP5cc ( 04a t 6,1 Sw�nrvl w,al�( 2 3 1 4 1 2 OVC M Y f V 9CACr4h WATERSHED 0 �riRcw L .�I ro4oh �y Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis GG���"�' a4 With Project Condition Detention Analysis e Fcp. 180 0 0 1.0 1 1. 1 24 5.0 1.00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 2.48 1.46 1.22 1.06 1.00 0.95 0.91 0.87 0.84 0.81 0.78 0.75 0.73 0.71 0.69 0.67 1 1 100 1550 5.36 60.0 .020 .016 .25 .1 .3 .51 .50 .0018 1 2 101 1800 6.19 55.3 .020 .016 .25 .1 .3 .51 .50 .0018 0 2 1 2 0 100 201 3 2 0.01 1000. 0.02 0.00 0.00 0.015 .01 0.0 0.0 0.13 2.6 0.97 2.6 0 101 201 7 2 0.01 1000. 0.02 0.00 0.00 0.015 .01 0.0 0.0 0.01 7.7 0.24 7.7 0.32 9.9 0.38 16.9 0.50 27.1 0.61 43.2 0 201 3 0 3 100 101 201 ENDPROGRAM Sunstone Mixed Use - Proposed Condition SWMM Ayres Associates 1 of 13 July 2001 SPLIT.DAT/OUT 1 ENVIROMOMAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 DEVELOPED BY METCALF EDDY, INC. UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DMSION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) Modified to run MODSWMM input files vith comment statements and up to 999 elements, 200 diversions up to 50 pairs of hydrographs, storage routing or diversion data September 2000 by Ayres Associates OTAPE OR DISK ASSIGNMENTS JIN(11 JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(a) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 0 0 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT19) JOUT(SO) 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(21 NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 1 WATERSHED PROGRAM CALLED - ENTRY MADE TO RUNOFF MODEL ••• Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis With Project Condition Detention Analysis ONIMBER OF TIME STEPS 180 OINTEGRATION TIME INTERVAL )MINUTES) 1.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH OFOR 24 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES OFOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR 1.00 1.14 1.33 2.23 2.84 5.49 1.22 1.06 1.00 0.95 0.91 0.87 0.73 0.71 0.69 0.67 1 Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis With Project Condition Detention Analysis 9.95 4.12 2.48 1.46 0.84 0.81 0.78 0.75 SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO 1 100 1550. 5.4 60.0 0.0200 0.016 0.250 0.100 0.300 0.51 0.50 0.00180 1 2 101 1800. 6.2 55.3 0.0200 0.016 0.250 0.100 0.300 0.51 0.50 0.00180 1 OTOTAL NUMBER OF SUBCATCHMENTS, 2 OTOTAL TRIBUTARY AREA (ACRES). 11.55 1 Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis With Project Condition Detention Analysis HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 2 SUBCATC10U=S - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 1 2 Sunstone Mixed Use - Proposed Condition SWMM Ayres Associates 2 of 13 July 2001 SPLIT.DAT/OUT I I I I 11 I I I i I I I I I I i I I 0 1. 0. 0. 0 2. 0. 0. 0 3. 0. 0. 0 4. 0. 0. 0 s. 0. 0. 0 6. 0. 0. 0 7. 0. 0. 0 8. 1. 1. 0 9. 2. 2. 0 10. 2. 2. 0 11. 3. 3. 0 12. 3. 4. 0 13. 4. 4. 0 14. 4. 4. 0 15. 4. 4. 0 16. 5. 5. 0 17. 6. 6. 0 18. 6. 7. 0 19. 7. 7. 0 20. 7. 7. 0 21. 8. 8. 0 22. 9. 9. 0 23. 9. 10. 0 24. 30. 10. 0 25. 10. 11. 0 26. 13. 14. 0 27. 17. 19. 0 28. 20. 22. 0 29. 22. 24. 0 30. 23. 25. 0 31. 29. 32. 0 32. 38. 42. 0 33. 42. 47. 0 34. 45. 50. 0 35. 47. 52. 0 36. 40. 45. 0 37. 31. 35. 0 38. 27. 31. 0 39. 25. 29. 0 40. 24. 28. 0 41. 22. 25. 0 42. 19. 22. 0 43. 17. 20. 0 44. 16. 19. 0 45. 15. 18. 0 46. 14. 16. 0 47. 12. 14. Sunstone Mixed Use - Proposed Condition SWMM July 2001 Ayres Associates 3 of 13 SPLIT.DAT/OUT I I 11' 0 48. 11. 13. 0 49. 10. 12. 0 50. 9. 11. 0 51. 9. 10. 0 52. 8. 10. 0 53. 8. 9. 0 54. 7. 9. 0 55. 7. 8. 0 56. 7. 8. 0 57. 6. B. 0 58. 6. 7. 0 59. 6. 7. 1 0. 6. 7. 1 1. 6. 7. 1 2. 5. 6. 1 3. 5. 6. 1 4. 5. 6. 1 5. 5. 6. 1 6. 5. 6. 1 7. 5. 6. 1 B. 5. 5. 1 9. 5. 5. 1 10. 5. 5. 1 11. 4. 5. 1 12. 4. S. 1 13. 4. 5. 1 14. 4. 5. 1 15. 4. 5. 1 16. 4. 5. 1 17. 4. 5. 1 18. 4. 5. 1 19. 4. 5. 1 20. 4. 4. 1 21. 4. 4. 1 22. 4. 4. 1 23. 4. 4. 1 24. 4. 4. 1 25. 4. 4. 1 26. 4. 4. 1 27. 4. 4. 1 28. 4. 4. 1 29. 4. 4. 1 30. 4. 4. 1 31. 3. 4. 1 32. 3. 4. 1 33. 3. 4. 1 34. 3. 4. 1 35. 3. 4. ' Sunstone Mixed Use - Proposed Condition SWMM July 2001 Ayres Associates 4 of 13 SPLIT.DAT/OUT 1 1 1 1 1 1 36 3. 4. 1 37. 3. 4. 1 38. 3. 4. 1 39. 3. 4. 1 40. 3. 4. 1 41. 3. 4. 1 42. 3. 3. 1 43. 3. 3. 1 44. 3. 1. 1 45. 3. 3. 1 46. 3. 3. 1 47. 3. 3. 1 48. 3. 3. 1 49. 3. 3. 1 50. 3. 3. 1 51. 3. 3. 1 52. 3. 3. 1 53. 3. 3. 1 54. 3. 3. 1 55. 3. 3. 1 56. 3. 3. 1 57. 3. 3. 1 58. 3. 3. 1 59. 3. 3. 2 0. 3. 3. 2 1. 2. 3. 2 2. 2. 2. 2 3. 1. 2. 2 4. 1. 1. 2 5. 1. 1. 2 6. 1. 1. 2 7. 1. 1. 2 8. 1. 1. 2 9. 1. 1. 2 10. 1. 1. 2 11. 0. 1. 2 12. 0. 1. 2 13. 0. 0. 2 14. 0. 0. 2 15. 0. 0. 2 16. 0. 0. 2 17. 0. 0. 2 18. 0. 0. 2 19. 0. 0. 2 20. 0. 0. 2 21. 0. 0. 2 22. 0. 0. Sunstone Mixed Use - Proposed Condition SWMM Ayres Associates 5 of 13 July 2001 SPLIT.DAT/OUT 2 23. 0. 0 2 24. 0. 0 2 25. 0. 0 2 26. 0. 0 2 27. 0. 0 2 28. 0. 0 2. 29. 0. 0 2 30. 0. 0 2 31. 0. 0 2 32. 0. 0 2 33. 0. 0 2 34. 0. 0 2 35. 0. 0 2 36. 0. 0 2 37. 0. 0 2 38. 0. 0 2 39. 0. 0 2 40. 0. 0 2 41. 0. 0 2 42. 0. 0 2 43. 0. 0 2 44. 0. 0 2 45. 0. 0 2 46. 0. 0 2 47. 0. 0 2 48. 0. 0 2 49. 0. 0 2 50. 0. 0 2 51. 0. 0 2 52. 0. 0 2 53. 0. 0 2 54. 0. 0 2 55. 0. 0 2 56. 0. 0 2 57. 0. 0 2 58. 0. 0 2 59. 0. 0 3 0. 0. 0 1 Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis With Project Condition Detention Analysis `•` CONTINUITY CHECK FOR SUBCATCHMENT ROUTING IN UDSWM2-PC MODEL - WATERSHED AREA (ACRES) 11.550 TOTAL RAINFALL (INCHES) 3.669 TOTAL INFILTRATION (INCHES) 0.436 TOTAL WATERSHED OUTFLOW (INCHES) 3.040 Sunstone Mixed Use - Proposed Condition SWMM July 2001 Ayres Associates 6 of 13 SPLIT.DAT/OUT 1 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) 0.193 ERROR IN CONTTINUITY. PERCENTAGE OF RAINFALL 0.000 1 Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis With Project Condition Detention Analysis WIDTH INVERT SIDE SLOPES OVERHANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE MORI' TO VERT MANNING DEPTH JK NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) LOO 201 3 2 PIPE 0.0 1000. 0.0200 0.0 0.0 0.015 0.01 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW 0.0 0.0 0.1 2.6 1.0 2.6 101 201 7 2 PIPE 0.0 1000. 0.0200 0.0 0.0 0.015 0.01 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW 0.0 0.0 0.0 7.7 0.2 7.7 0.3 9.9 0.4 16.9 0.5 27.1 0.6 43.2 201 0 0 3 0.0 0. 0.0010 0.0 0.0 0.001 10.00 0 OTOTAL NUMBER OF GUTTERS/PIPES, 3 1 SOnstone Mixed -Use - Stoney Creek Drive Detention Analysis With Project Condition Retention Analysis ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES ' GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 100 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5.6 101 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 6.2 1 Su stone Mixed -Use - Stoney Creek Drive Detention Analysis With Project Condition Detention Analysis ' HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 3 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CPS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ' ( ) DENOTES DEPTH ABOVE INVERT IN FEET Isl DENOTES STORAGE IN AC -FT FOR DETENSION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. III DENOTES GUTTER INFLOW IN CPS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CPS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER ' TIME(HR/MIN) 100 101 201 0 1. 0. 0. 0. 0.O(S) 0.O(S) 0.0( I 0 2. 0. 0. 0. O .Olsl 0.0151 0.01 1 0 3. 0. 0. 0. O.0(S) 0.O(S) 0.0( ) 0 4. 0. 0. 0. ' 0.0(S) O.OISI 0.01 1 0 5. 0. 0. 0. 0.0(S) O.O(S) 0.01 1 0 6. O. 0. 0. o.o(s) o.o(s) 0.0( ) 0 7. 0. 0. 0. o.0(S) 0.O(S) 0.01 ) 0 S. O. 1. 1. o.o(s) o.o(s) 0.0( l 0 9. 0. 1. 2. O.O(S) O.O(S) 0.0( I 0 10. 0. 2. 2. ' o.olsr o.o(s) 0.0( 1 0 11. 0. 3. 3. O.O(S) o.O(S) 0.0( ) 0 12. O. 3. ' 0.0(S) 0.0 (S) 0.0( ) ' Sunstone Mixed Use - Proposed Condition SWMM July 2001 Ayres Associates 7 of 13 SPLIT.DAT/OUT 1 1 1 1 1 0 13. 0. 4. 4. O.OISI 0.0(S) 0.0( ) 0 14. 0. 4. 5. 0.0(S) 0.0(S) 0.0( ) 0 15. 1. 4. S. 0.0(S) 0.015) 0.0( ) 0 16. 1. 5. 6. 0.0(S) 0.0(S) 0.0( 1 0 17. 1. 6. 7. 0.015) 0.0(S) 0.01 I 0 18. 1. 7. S. O.OISI 0.0(S) 0.0( ) 0 19. 1. 7. 8. 0.1(S) O.O(S) 0.0( ) 0 20. 1. 7. 9. 0.1(S) O.O(S) 0.0( 1 0 21. 1. 8. 9. 0.1(S) 0.0(S) 0.0) ) 0 22. 2. S. 9. O.1(S) 0.0(S) 0.0( I 0 23. 2. 8. 10. 0.1(S) 0.015) 0.0( ) 0 24. 2. 8. 10. 0.1(S) 0.0(S) 0.0( ) 0 25. 2. 8. 10. 0.1)SI 0.015) 0.0) 1 0 26. 3. 8. 10. 0.1(S) 0.0(S) 0.0( 1 0 27. 3. 8. 10. 0.2(S) O.O(S) 0.0( ) 0 28. 3. S. 10. 0.2(S) 0.1(5) 0.0( ) 0 29. 3. 8. 10. 0.2(S) 0.1(S) 0.0( ) 0 30. 3. 8. 10. 0.2(S) 0.1(S) 0.0( ) 0 31. 3. S. 10. 0.3(S) 0.1(S) 0.0( I 0 32. 3. S. 10. 0.3(S) 0.215) 0.0( ) 0 33. 3. 8. 11. 0.4(S) 0.2(5) 0.0( 1 0 34. 3. 10. 12. 0.4(S) 0.3(S) 0.01 I 0 35. 3. 15. 17. 0.5)5) OA(S) 0.0( ) 0 36. 3. 19. 21. 0.5(S) 0.4(S) 0.0( ) 0 37. 3. 21. 23. 0.6(S) 0`4(S) 0.0( ) 0 38. 3. 22. 24. 0.6(S) 0.4)S) 0.0( ) 0 39. 3. 23. 25. 0.6(S) 0.4(S) 0.0( ) 0 40. 3. 23. 26. 0.7(S) 0.5(S) 0.0( ) 0 41. 3. 23. 26. 0.7(S) 0.5151 0.0) ) 0 42. 3. 23. 26. 0.7(S) 0.5(S) 0.0( ) 0 43. 3. 23. 25. 0.7(5) 0.5(S) 0.0( ) 0 44. 3. 22. 25. Sunstone Mixed Use - Proposed Condition SWMM Ayres Associates 8 of 13 July 2001 SPLIT.DAT/OUT 0.81S) 0.4(S) 0.0( 1 0 45. 3. 22. 25. 0.81S) 0.4(S) 0.0( 1 0 46. 3. 21. 24. 0.8(S) 0.4(S) 0.0( 1 0 47. 3. 20. 23. 0.8(S) 0.4(S) 0.0( ) 0 48. 3. 20. 22. 0.8(S) 0.4(S) 0.0( 1 0 49. 3. 19. 21. o.8(S) 0.4(S) 0.0( I 0 50. 3. 18. 20. 0.8(S) 0.4(S) 0.0( 1 0 51. 3. 17. 20. 0.8(S) 0.4(S) 0.0( ) 0 52. 3. 16. 19. 0.9(S) 0.41S) 0.01 1 0 53. 3. 15. 18. 0.9(S) 0.4(S) 0.01 1 0 54. 3. 14. 17. 0.9(S) 0.4(S) 0.0( ) 0 55. 3. 13. 16. 0.91S) 0.3(S) 0.0( ) 0 56. 3. 12. 15. 0.9(S) 0.3 M 0.0( I 0 57. 3. 12. 14. 0.9(S) 0.3(S) 0.01 1 0 58. 3. 11. 14. 0.9(S) 0.3(S) 0.0( 1 0 59. 3. 10. 13. 0.9(S) 0.3(S) 0.0( 1 1 0. 3. 10. 12. 0.9(S) 0.3(S) 0.0( 1 1 1. 3. 10. 12. 0.9(S) 0.3(S) 0.0( ) 1 2. 3. 10. 12. 0.9(S) 0.3(S) 0.0( ) 1 3. 3. 10. 12. 0.9(S) 0.3(S) 0.01 1 1 4. 3. 9. 12. 0.9(S) 0.3(S) 0.01 1 1 5. 3. 9. 12. 0.9(S) 0.3(S) 0.0( ) 1 6. 3. 9. 12. 0.9(S) 0.3(S) 0.0( ) 1 7. 3. 9. 12. 0.9(S) 0.3(S) 0.0( I 1 8. 3. 9. 11. 0.9(S) 0.3(S) 0.01 I 1 9. 3. 9. 11. 0.9(S) 0.3(S) 0.01 1 1 10. 1. 9. 11. 0.9(S) 0.3(S) 0.0( 1 1 11. 3. 8. 11. 0.9(S) 0.3(S) 0.01 1 1 12. 3. B. 11. 0.9(S) 0.3(S) 0.0( 1 1 13. 3. 8. 11. 0.9(S) 0.3(S) 0.0( ) 1 14. 3. 8. 11. 0.9(S) 0.3(S) 0.0( 1 1 15. 3. 8. 11. 0.9(S) 0.3(S) 0.01 I Sunstone Mixed Use - Proposed Condition SWMM July 2001 Ayres Associates 9 of 13 SPLIT.DAT/OUT 1 16. 3. S. 10. 0.91s1 0.2(S) 0.0( I 1 17. 3. 8. 10. 0.9(S) 0.2(S) 0.0( 1 1 18. 3. 8. 10. 0.9(S) 0.2(S) 0.01 1 1 19. 3. 8. 10. 1.0(S) 0.2(S) 0.0( 1 1 20. 3. 8. 10. 1.0(S) 0.2(S) 0.01 I 1 21. 3. 8. 10. 1.0(S) 0.2(5) 0.0( ) 1 22. 3. 8. 10. 1.0(S) 0.2(S) 0.01 1 1 23. 3. 8. 10. 1.0(S) 0.2(S) 0.0( 1 1 24. 3. 8. 10. 1.O(S) 0.2(5) O.0( ) 1 25. 3. 8. 10. 1.0(S) 0.2(S) 0.0( ) 1 26. 3. 8. 10. 1.O(S) 0.2(5) 0.0( ) 1 27. 3. 8. 10. 1.0(S) 0.2(5) 0.0( ) 1 28. 3. 8. 10. 1.0(S) 0.2(S) 0.01 ) 1 29. 3. 8. 10. 1.0(S) 0.2(S) 0.0( ) 1 30. 3. 8. 10. 1.0(S) 0.2(S) 0.01 ) 1 31. 3. 8. 10. 1.0(S) 0.2151 0.0( 1 1 32. 3. 8. 10. 1.0(S) 0.2(5) 0.0( 1 1 33. 3. 8. 10. 1.0(S) 0.2(S) 0.01 ) 1 34. 3. 8. 10. 1.O(S) 0.2(5) 0.01 ) 1 35. 3. 8. 10. 1.0(S) 0.2(S) 0.01 1 1 36. 3. 8. 10. 1.0(S) O.1(S) 0.0( ) 1 37. 3. S. 10. 1.0(S) O.1(S) 0.01 ) 1 38. 3. 8. 10. 1.0(S) 0.1(S) 0.01 1 1 39. 3. S. 10. 1.0(S) 0.1(S) 0.01 I 1 40. 3. S. 10. 1.0(S) 0.1(S) 0.0( I 1 41. 3. 8. 10. 1.0(S) 0.1(S) 0.0( 1 1 42. 3. 8. 10. 1.0(S) 0.1(S) 0.0( ) 1 43. 3. 8. 10. 1.0(S) O.S(S) 0.0( 1 1 44. 3. 8. 10. 1.0(S) 0.1(S) 0.0( ) 1 45. 3. S. 10. 1.0(S) 0.1(S) 0.0( I 1 46. 3. 8. 10. 1.0(S) 0.1(S) 0.0( ) 1 47. 3. B. 10. 1.O(S) O.1(S) 0.0( ) Sunstone Mixed Use - Proposed Condition SWMM July 2001 Ayres Associates 10 of 13 SPLIT.DAT/OUT 1 48. 3. 8. 10. 1.0(s) 0.1(S) 0.0( ) 1 49. 3. 8. 10. 1.0(S) O.1(S) 0.0( ) 1 50. 3. 8. 10. 1.0(S) 0.1(S) 0.0( ) 1 51. 3. S. 10. 1.0(S) 0.1(S) 0.0( ) 1 52. 3. 8. 10. 1.0(S) 0.1(S) 0.0( ) 1 53. 3. 8. 10. 1.0(S) 0.0(S) 0.0( ) 1 54. 3. 8. 10. 1.0(S) 0.0(S) 0.0( I 1 55. 3. 8. 10. 1.0(S) O.O(S) 0.0( 1 1 56. 3. 8. 10. 1.0(S) O.O(S) 0.01 ) 1 57. 3. 8. 10. 1.0(S) 0.0(S) 0.0( ) 1 58. 3. 8. 10. 1.0151 O.O(S) 0.0( ) 1 59. 3. 7. 10. 1.0(S) 0.0(S) 0.0( ) 2 0. 3. 4. 7. 1.O(S) O.01s) 0.0( ) 2 1. 3. 3. 6. 1.0(S) 0.0(S) 0.0( ) 2 2. 3. 2. 5. 1.0(S) O.0(S) 0.0( ) 2 3. 3. 2. 4. 1.0(S) O.0(S) 0.0( ) 2 4. 3. 1. 4. 1.0(S) 0.0(S) 0.0( 1 2 5. 3. 1. 4. I.O(s) O.O(S) 0.01 1 2 6. 3. 1. 4. 1.0(S) O.O(S) 0.0( ) 2 7. 3. 1. 4. 1.0 M O.O(S) 0.0( ) 2 S. 3. 1. 3. 1.0(s) 0.0(S) 0.0( ) 2 9. 3. 1. 3. 1.0(S) 0.0(S) 0.0( ) 2 10. 3. 1. 3. 1.0(S) O.O(S) 0.0( ) 2 11. 3. 1. 3. I.0(S) 0.0(S) 0.0( ) 2 12. 3. 1. 3. 1.0(s) O.O(S) 0.0( ) 2 13. 3. 0. 3. 1.0(S) 0.0(S) 0.0( ) 2 14. 3. 0. 3. 1.0(S) 0.0(S) 0.0( 1 2 15. 3. 0. 3. 1.0(s) O.0(S) 0.0( 1 2 16. 3. 0. 3. 0.9(S) 0.0(S) 0.01 ) 2 17. 3. 0. 3. 0.9(S) 0.0(S) 0.0( 1 2 18. 3. 0. 3. 0.9(5) O.0(5) 0.0( ) 2 19. 3. 0. 3. Sunstone Mixed Use - Proposed Condition SWMM Ayres Associates 1 I of 13 July 2001 SPLIT.DAT/OUT 0.9(S) 0.0(S) 0.0( ) 2 20. 3. 0. 3. 0.9(S) 0.0(S) 0.0( I 2 21. 3. 0. 3. 0.9(5) 0.0(S) 0.0( 1 2 22. 3. 0. 3. 0.9(5) O.O(S) 0.0( ) 2 23. 3. 0. 1. 0.9(S) 0.0(S) 0.0( 1 2 24. 1. 0. 3. 0.9(S) 0.0(S) 0.0( ) 2 25. 3. 0. 3. 0.9(5) 0.0(S) 0.0( ) 2 26. 3. 0. 3. 0.9(S) 0.0(S) 0.0( ) 2 27. 3. 0. 3. 0.9(S) O.O(S) 0.01 1 2 28. 3. 0. 3. 0.9(S) 0.0(S) 0.0( 1 29. 3. 0. 3. 0.9(S) 0.0(S) 0.0( 1 2 30. 3. 0. 3. 0.9(5) O.O(S) 0.0( ) 2 31. 3. 0. 3. 0.9(S) 0.0(S) 0.0( ) 2 32. 3. 0. 3. 0.9(S) 0.0(S) 0.0( ) 2 33. 3. 0. 3. 0.9(S) 0.0(S) 0.0( 1 2 34. 3. 0. 3. 0.9(S) 0.0(S) 0.0( ) 2 35. 3. 0. 3. 0.9(S) 0.0(S) 0.0( ) 2 36. 3. 0. 1. 0.9(S) O.O(S) 0.0( ) 2 37. 3. 0. 3. 0.9(S) 0.0(S) 0.0( ) 2 38. 3. 0. 3. 0.9(S) 0.0(S) 0.0( 1 2 39. 3. 0. 3. 0.9(S) 0.0(S) 0.0( 1 2 40. 3. 0. 3. 0.9(S) 0.OIS) 0.01 ) 2 41. 3. 0. 3. 0.9(S) O.O(S) 0.0( ) 2 42. 3. 0. 3. 0.9(S) 0.0(S) 0.0( ) 2 43. 3. 0. 3. 0.9(S) 0.0(S) 0.0( 1 2 44. 3. 0. -3. 0.9(S) 0.0(S) 0.0( 1 2 45. 3. 0. 3. 0.8(S) 0.0(S) 0.0( ) 2 46. 3. 0. 3. 0.8(S) O.O(S) 0.0( ) 2 47. 3. 0. 3. 0.0(S) 0.0(S) 0.0( 1 2 46. 3. 0. 3. 0.8(5) O.0(SI 0.0( 1 2 49. 3. 0. 3. 0.8151 0.0(S) 0.0( 1 2 50. 3. 0. 3. 0.8(S) 0.0(S) 0.0( 1 Sunstone Mixed Use - Proposed Condition SWMM July 2001 Ayres Associates 12 of 13 SPLIT.DAT/OUT 2 51. 3. 0. 3. 0.8(S) 0.O(S) 0.0( ) 2 52. 3. 0. 3. 0.8(S) O.OISI 0.01 I 2 53. 1. 0. 3. 0.8(S) 0.O(S) 0.0( 1 2 54. 3. 0. 3. 0.8(S) 0.O(S) 0.0( 1 2 55. 3. 0. 3. 0.8(S) 0.O(S) 0.0( 1 2 56. 3. 0. 3. 0.8(S) 0.O(S) 0.0( ) 2 57. 3. 0. 3. 0.8(S) 0.O(S) 0.01 ) 2 58. 3. 0. 3. 0.8(s) o.o(S) 0.01 ) 2 59. 3. 0. 3. 0.8(S) 0.0(S) 0.01 I 3 0. 3. 0. 3. 0.8(S) 0.O(S) 0.0( I 1 Sunstone Mixed -Use - Stoney Creek Drive Detention Analysis With Project Condition Detention Analysis '** PEAR FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS •" CONVEYANCE PEAR STAGE STORAGE TIME ELEMENT (CPS) (FT) (AC -FT) (HR/MIN) 101 23.4 0.01 0.46 0 41. 100 2.6 0.01 0.99 2 0. 201 26.0 (DIRECT FLOW) 0 41. 1 ENDPROGRAM PROGRAM CALLED Sunstone Mixed Use - Proposed Condition SWMM July 2001 Ayres Associates ' 13 of 13 SPLIT.DAT/OUT I 1 1 1 1 t 1 1 1 * NBLOCK JIN(1) JOUT(1) SW 1 0 0 * NITCH NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) MM 1 1 2 3 4 ® 0 'Ext-pr.out' $EXTRAN Al 'Sunstone Mixed -Use Development Proposed Condition Extran Model' Al 'Ayres Associates JULY 2001 FILE:EXT-PR.DAT' * * ISOL KSUPER BO 0 0 * JELEV JDOWN IPRATE BB 0 0 1 * NTCYC DELT TZERO NSTART INTER JNTER REDO Bl 10800 1.0 0.0 1 3600 300 0 * METRIC NEQUAL AMEN ITMAX SURTOL B2 0 2 0 30 0.05 * NHPRT NQPRT NPLT LPLT NJSW B3 2 2 0 0 2 B4 10 20 B5 1020 90002 * *Conduit Data * NCOND NJUNCI NJUNC2 Qo TYPE AFULL DEEP WIDE LEN ZP1 ZP2 ROUGH STH SPH ENTK EXITK OTHERK Cl 1020 10 20 0. 1 0.0 1.25 0.0 23.5 0 0 0.013 0.0 0.0 0.50 0.50 0.0 * JUNCTION Data * JUN GRELEV Z QINST YO D1 10 4943.0 4937.50 0.0 0.0 D1 20 4943.0 4937.31 0.0 0.0 D1 30 4943.0 4937.0 0.0 0.0 * JUNCTION DETENTION STORAGE DEFINITION * JSTORE GELEV ASTORE NUMST (AREA IN ACRES VS. DEPTH IN FEET) El 10 4943.0 -1.0 7 E2 0.001 0 0.001 1.70 0.152 1.71 0.178 2.50 0.220 3.50 0.455 4.50 0.808 5.50 E1 20 4943.0 -1.0 5 E2 0.001 0 0.002 3.19 0.060 3.69 0.819 4.69 1.601 5.69 E1 30 4943.0 100000. 0 * IPTY NJUNC NJUNC NPRATE PRATEI PRATE2 PRATE3 PRATE4 PRATES PRATE6 PRATE? PRATE8 PRATE9 VRATEI VRATE2 VRATE3 VRATE4 VRATE5 VRATE6 VRATE7 VRATES VRATE9 PON POFF H1 4 20 30 9 1.0 4.0 8.0 10.0 10.3 12.5 19.5 29.7 45.8 0.87 1.50 2.51 3.47 4.31 4.54 4.69 4.79 4.89 0.10 0.05 * BOUNDARY CONDITIONS * JFREE NBCF I1 30 1 J1 2 J2 4937.1 Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 1 of 21 July 2001 EXT-PR.DAT/OUT t I 1 1 1 Kl 2 K2 r 10 20 * 10 20 K3 0.0000 0 0 K3 0.0167 0 0 K3 0.0333 0 0 K3 0.0500 0 0 K3 0.0667 0 0 K3 0.0833 0 0 K3 0.1000 0 0 K3 0.1167 0 0 K3 0.1333 1 1 K3 0.1500 2 2 K3 0.1667 2 2 K3 0.1833 3 3 K3 0.2000 3 4 K3 0.2167 4 4 K3 0.2333 4 4 K3 0.2500 4 4 K3 0.2667 5 5 K3 0.2833 6 6 K3 0.3000 6 7 K3 0.3167 7 7 K3 0.3333 7 7 K3 0.3500 8 8 K3 0.3667 9 9 K3 0.3833 9 10 K3 0.4000 10 10 K3 0.4167 10 11 K3 0.4333 13 14 K3 0.4500 17 19 K3 0.4667 20 22 K3 0.4833 22 24 K3 0.5000 23 25 K3 0.5167 29 32 K3 0.5333 38 42 K3 0.5500 42 47 K3 0.5667 45 50 K3 0.5833 47 52 K3 0.6000 40 45 K3 0.6167 31 35 K3 0.6333 27 31 K3 0.6500 25 29 K3 0.6667 24 28 K3 0.6833 22 25 K3 0.7000 19 22 K3 0.7167 17 20 K3 0.7333 16 19 K3 0.7500 15 18 K3 0.7667 14 16 K3 0.7833 12 14 K3 0.8000 11 13 K3 0.8167 10 12 K3 0.8333 9 11 K3 0.8500 9 10 K3 0.8667 8 10 K3 0.8833 8 9 K3 0.9000 7 9 K3 0.9167 7 8 K3 0.9333 7 8 Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 2 of 21 July 2001 EXT-PR.DAT/OUT [1 1 F 1 I 1 r� �I K3 0.9500 6 8 K3 0.9667 6 7 K3 0.9833 6 7 K3 1.0000 6 7 K3 1.0167 6 7 K3 1.0333 5 6 K3 1.0500 5 6 K3 1.0667 5 6 K3 1.0833 5 6 K3 1.1000 5 6 K3 1.1167 5 6 K3 1.1333 5 5 K3 1.1500 5 5 K3 1.1667 5 5 K3 1.1833 4 5 K3 1.2000 4 5 K3 1.2167 4 5 K3 1.2333 4 5 K3 1.2500 4 5 K3 1.2667 4 5 K3 1.2833 4 5 K3 1.3000 4 5 K3 1.3167 4 5 K3 1.3333 4 4 K3 1.3500 4 4 K3 1.3667 4 4 K3 1.3833 4 4 K3 1.4000 4 4 K3 1.4167 4 4 K3 1.4333 4 4 K3 1.4500 4 4 K3 1.4667 4 4 K3 1.4833 4 4 K3 1.5000 4 4 K3 1.5167 3 4 K3 1.5333 3 4 K3 1.5500 3 4 K3 1.5667 3 4 K3 1.5833 3 4 K3 1.6000 3 4 K3 1.6167 3 4 K3 1.6333 3 4 K3 1.6500 3 4 K3 1.6667 3 4 K3 1.6833 3 4 K3 1.7000 3 3 K3 1.7167 3 3 K3 1.7333 3 3 K3 1.7500 3 3 K3 1.7667 3 3 K3 1.7833 3 3 K3 1.8000 3 3 K3 1.8167 3 3 K3 1.8333 3 3 K3 1.8500 3 3 K3 1.8667 3 3 K3 1.8833 3 3 K3 1.9000 3 3 K3 1.9167 3 3 K3 1.9333 3 3 K3 1.9500 3 3 K3 1.9667 3 3 K3 1.9833 3 3 Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 3 of 21 July 2001 EXT-PR.DAT/OUT I 1] 1 1 1 1 1 1 L�1 K3 2.0000 3 3 K3 2.0167 2 3 K3 2.0333 2 2 K3 2.0500 1 2 K3 2.0667 1 1 K3 2.0833 1 1 K3 2.1000 1 1 K3 2.1167 1 1 K3 2.1333 1 1 K3 2.1500 1 1 K3 2.1667 1 1 K3 2.1833 0 1 K3 2.2000 0 1 K3 2.2167 0 0 K3 2.2333 0 0 K3 2.2500 0 0 K3 2.2667 0 0 K3 2.2833 0 0 K3 2.3000 0 0 K3 2.3167 0 0 K3 2.3333 0 0 K3 2.3500 0 0 K3 2.3667 0 0 K3 2.3833 0 0 K3 2.4000 0 0 K3 2.4167 0 0 K3 2.4333 0 0 K3 2.4500 0 0 K3 2.4667 0 0 K3 2.4833 0 0 K3 2.5000 0 0 K3 2.5167 0 0 K3 2.5333 0 0 K3 2.5500 0 0 K3 2.5667 0 0 K3 2.5833 0 0 K3 2.6000 0 0 K3 2.6167 0 0 K3 2.6333 0 0 K3 2.6500 0 0 K3 2.6667 0 0 K3 2.6833 0 0 K3 2.7000 0 0 K3 2.7167 0 0 K3 2.7333 0 0 K3 2.7500 0 0 K3 2.7667 0 0 K3 2.7833 0 0 K3 2.8000 0 0 K3 2.8167 0 0 K3 2.8333 0 0 K3 2.8500 0 0 K3 2.8667 0 0 K3 2.8833 0 0 K3 2.9000 0 0 K3 2.9167 0 0 K3 2.9333 0 0 K3 2.9500 0 0 K3 2.9667 0 0 K3 2.9833 0 0 K3 3.0000 0 0 $ENDPROGRAM Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 4 of 21 July 2001 EXT-PR.DAT/OUT 1 1 ••••••• ••e"U.S•• Envi ronmental• Protection Agency + Storm Water Management Model (SWMM) • Version 4.4G CDM Beta Release Date - September 16, 2000 Camp Dresser 6 MCKee • Annandale, Virginia - Chuck Moore • Compiled using Digital visual Fortran 6.1 ................. • .......... .......... ........... Developed by ................................................. • Metcalf 6 Eddy, Inc. University of Florida Water Resources Engineers, Inc. (Nov Camp, Dresser and MCKee, Inc.) September 1970 •............... •................................ and maintained by........... ' ••••..•••D:atln.b.eed U.S. Environmental Protection Agency • Center for Exposure Assessment Modeling (CEAM)- • Athens Environmental Research Laboratory 960 College Station Road Athens, .. 30605-2720 •.•....... •..•........ ........................... • This is a new release of SwMM. If any problems occur executing this model system, contact Mr. Frank Stancil, ' U.S. Environmental Protection Agency. 706/355-8328 (voice) ' e-mail: stancileathens.ath.epa.gov + ' Or contact Wayne C. Huber at Oregon St. U.- Or Michael F. Schmidt at Camp Dresser 6 McKee (.... 281-0170 SCHMIDTMFGCDM..COM •........ •..................................... This is an implementation of EPA SWMM 4.4G -Nature is full of infinite causes which have never occurred in experience- da Vinci ########################################### ' # File names by SWMM Block # # JIN -> Input to a Block # # JOUT > Output from a Block # ########################################### JIN for Block # 1 File # 0 Rxt-pr.out JOUT for Block # 1 File # 0 Rxt-pr.out ########################################### # Scratch file names for this simulation. # ########################################### ' USCRAT # I File #R ................................ ....)..... . u• ... ..• - Parameter Values on the Tapes Common Block Number of Subcatchments in the Runoff Block (NW)...... 2000 Number of Channel/Pipes in the Runoff Block (NG)...... 2000 Number of Connections to Runoff Channels/Inlets (NCP). 6 Number of Water Quality Constituents (MQUAL).......... 20 Number of Runoff Land Uses per Subcatchment (NLU)..... 20 Number of Groundwater Subcatchments in Runoff (NGW)... 100 ' Number of Interface Locations for all Blocks (NIE).... 2000 Number of Elements in the Transport Block (NET)....... 500 Number of Storage Junctions in Transport (NTSE)....... 100 Number of Transport interface input locations (NTHI). 500 Number of Transport interface output locations (NTHO). 500 Number of Transport input locations on R lines (lTIHR). 80 ' Number of Transport printed output locations (NTOA)... 80 Number of Tabular Flow Splitters in Transport (NTSP).. 50 Number of Elements in the Extran Block (NEE).......... 2000 Number of Pumps in Extran (NEP)....................... 75 Number of Orifices in Extran (NEO).................... 200 Number of Tide Gates/Free Outfalls in Extran (NTG).... 200 ' Number of Extran Weirs (NEW) .......................... 400 Number of Extran Printout Locations (NPO)............. 150 Number of Tide Elements in Extran (NTE)............... 50 Number of Natural Channels (NNC)...................... 1200 Number of Storage Junctions in Extran (NYSE).......... 2000 Number of Time History Data Points in Extran (NTVAL). 500 Sunstone Mixed Use — Proposed Condition EXTRAN Ayres Associates 5 of 21 July 2001 EXT-PR.DAT/OUT ' Number of Data Points for Variable Storage Elements in the Extran Block(NVST).......................... 25 Number of Input Hydrographs in Extras (NEH)........... 500 Number of Allowable Channel Connections to Junctions in the Extran Block (NCHN)................ 15 Number Rain Gages in Rain and Runoff (MAXRG).......... 200 ' Number PRATE/VRATE Points for Extran Pump Input(MAXPRA)........................... 10 Number of Variable Orifices in Extran (NVORP)......... 50 Number of Variable Orifice Data Points (NVOTIM)....... 50 Number of Allowable Precip. Values/yr in Rain (LIMRN). 5000 Number of Storm Events for Rain Analysis (LSTORM)..... 20000 ' Number of Plugs for Plug -flow in S/T (NPLUG).......... 3000 Number Conduits for Extran Results to ASCII Pile(MXFLOW)....................................... 400 ' :*;.try made• to• the• EXTENDED TRANSPORT MODEL (EXTRAN) • developed 1973 by Camp, Dresser and McKee (CDM) with • modifications 1977-1991 by the University of Florida. Most recent update. September 2000 by CDM, Oregon ' • State University, and R.E. Dickinson ^Smooth runs the water where the brook is deep.^ • Shakespeare. Henry VI, II, III, 1 ......................................................... 1 -------------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY •"• EXTENDED TRANSPORT PROGRAM •"• WATER RESOURCES DIVISION WASHINGTON, D.C. •'•• •••• CAMP DRESSER L MCKEE INC. •••• ANALYSIS MODULE "`• ANNANDALE, VIRGINIA ' Sunstone Mixed -Use Development Proposed Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-PR.DAT ' Control information for simulation ---------------------------------- Integration cycles ................. 10800 Length of integration step is...... 1.00 seconds ' Simulation length .................. 1,10 hours Create equivalent conduits based on incorporating local losses (no lengthening) ....................... 2 ' Uaa U.S. customary units for I10... 0 Printing starts in cycle........... 1 Intermediate printout intervals of 3600 cycles Intermediate printout intervals of. 60.00 minutes Summary printout intervals of...... 300 cycles Summary printout time interval of.. 5.00 minutes Hot start file parameter (JREDO)... 0 Initial time (TZERO)............... 0.00 hours This is time displacement from JIN interface file starting date/time when ' interface file is used. This also describes starting hour in K3 line hydrograph input when K3 lines are used. Initial date (default) ............. 19410802 (yr/mo/day) NOTE: Initial date from JIN interface file will be used, if accessed, unless IDATZ is negative. Iteration variables: ITMAX......... 30 SURTOL........ 0.0500 Default surface area of junctions.... 12.57 square feet. ' EXTRAN VERSION 3.3 SOLUTION. (ISOL . 0). Sum of junction flow is zero during surcharge. NORMAL PLOW OPTION WHEN THE WATER ' SURFACE SLOPE IS LESS THAN THE GROUND SURFACE SLOPE (KSUPER.0).... NJSW INPUT HYDROGRAPH JUNCTIONS.... 2 Printed output for the following 2 Junctions ' 10 20 Printed output for the following 2 Conduits 1020 90002 ' Sunstone Mixed Use — Proposed Condition EXTRAN July 2001 Ayres Associates 6 of 21 EXT-PR.DAT/OUT I [1 INTERMEDIATE HEADER LINES ARE PRINTED AS IN ORIGINAL PROGRAM IDS ARE WRITTEN AS IN ORIGINAL PROGRAM CONDUIT LENGTHS ON Cl LINE MUST EQUAL IRREGULAR SECTION LENGTH ENTERED ON THE C3 OR X1 LINES (IWLEN . 0) JELEV . 0 (DEFAULT). STANDARD INPUTS ARE DEPTHS NOT ELEVATIONS JDOWN . 0 - Minimum of normal or critical depth will be used at free outfalls (I1). The number of RATE/VRATE pairs will be read on H1 lines as defined by IPRATE on SB line. Characteristic depth for M2 and S2 water surface profiles will be computed as in previous versions of EXTRAN (IM2 0). SEDIMENT DEPTHS WILL NOT BE READ FROM Cl LINES Intermediate continuity output will not be created I-------------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY •••• EXTENDED TRANSPORT PROGRAM •••• WATER RESOURCES DIVISION WASHINGTON,.D.C. •••• .... CAMP DRESSER 6 MCKEE INC. •`•. ANALYSIS MODULE •"` ANNANDALE, VIRGINIA Sunstone Mixed -Use Development Proposed Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-PR.DAT 1 IMP CONDUIT LENGTH CONDUIT AREA MANNING MAX WIDTH DEPTH JUNCTIONS INVERT HEIGHT TRAPEZOID NUM NUMBER (PT) CLASS (SO FT) COEF. (FT) (FT) AT THE ENDS ABOVE JUNCTIONS SIDE SLOPES ---- -------------------------------------------- ---------------------------------- ----- ----- 1 1020 23. CIRCULAR 1.23 0.01300 1.25 1.25 10 20 EQUIVALENT N COMPUTED FOR CONDUIT 1020 INPUT N . 0.0130 ENTK . 0.5000 EXITK - 0.5000 OTHERK . 0.0000 ADJUSTED N . 0.0219 Input full depth volume............ 2.8839E.01 cubic feet I-------------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY •••• EXTENDED TRANSPORT PROGRAM •"' WASHINGTON, D.C. •... •'•• •••• ANALYSIS MODULE •... Sunstone Mixed -Use Development Proposed Condition Extras Model Ayres Associates JULY 2001 FILE:EXT-PR.DAT 1 ..................................................... ' Juncti .........................on Da.•..................... INP JUNCTION GROUND CROWN INVERT QINST INITIAL CONNECTING CONDUITS NUM NUMBER ELEV. ELEV. ELEV. CPS DEPTH(FT) --- -------------------- ------ 1 10 4943.00 493E .75 4:37.50 ---------------- 0.00 0.00 ------------------- 1020 ' 2 20 4943.00 4938.56 4 37.3 1 0.00 0.00 1020 3 30 4943.00 4937.00 4937.00 0.00 0.00 I-------------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY •••` EXTENDED TRANSPORT PROGRAM `••• WASHINGTON, D.C. ANALYSIS MODULE Sunstone Mixed -Use Development Proposed Condition Extran Model Ayres Associates JULY 2001 FILEvEXT-PR.DAT '••••••••"STORAGE JUNCTION DATA SUMMARY'••••••••••••' ....•.•....................................... . ....... . MAXIMUM OR PEAR OR CROWN ' STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION NUMBER OR NAME TYPE AREA (FT]) (CUBIC FEET) (FT) -------------------------------------- 10 VARIABLE 35196.48 --------------- 56663.50 --------- 4943.000 ' 20 VARIABLE 69739.55 30 CONSTANT 100000.00 72735.83 600000.00 4943.000 4943.000 ............................................. • PUMP DATA Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 7 of 21 WATER RESOURCES DIVISION CAMP DRESSER 6 MCKEE INC. ANNANDALE, VIRGINIA WATER RESOURCES DIVISION CAMP DRESSER 6 MCKEE INC. ANNANDALE, VIRGINIA July 2001 EXT-PR.DAT/OUT 1 PUMP NUMBER I PUMPED JUNCTION 20 RECEIVING JUNCTION 30 VARIABLE SPEED PUMP CURVE DATA (IPTYP 4) ' PUMPED JUNCTION PUMPING DEPTH RATE (PT) (CPS) 0.870 1.000 1.500 4.000 .70 0.000 3.470 10.000 4.310 10.300 4.540 12.500 4.690 19.500 4.790 29.700 Pumping rate is linearly interpolated from the shove values. Pumping rate equals 1.000 cfs for depths less than 0.870 feet. Pumping rate equals 45.800 cfs for depths greater than 4.890 feet. PUMP TURNS ON WHEN DEPTH EQUALS 0.100PEET PUMP TURNS OPP WHEN DEPTH EQUALS 0.050PEET •••••••••••FREE OUTPALL DATA (DATA GROUP II)•••••• • BOUNDARY CONDITION ON DATA GROUP J1 ' OUTPALL AT JUNCTION.... 30 HAS BOUNDARY CONDITION NUMBER... 1 I________________________________________________________________________________ ENVIRONMENTAL PROTECTION AGENCY .... EXTENDED TRANSPORT PROGRAM •••' WATER RESOURCES DIVISION WASHINGTON, D.C. •••• •••• CAMP DRESSER 6 MCKEE INC. ' •••• ANALYSIS MODULE •••• ANNAND ALE, VIRGINIA Sunstone Mixed -Use Development Proposed Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-PR.DAT ' •••••••••INTERNAL CONNECTIVITY• INFORMATION ' CONDUIT JUNCTION JUNCTION CONDUIT _UNCTION _UNCTION 90002 20 30 90003 30 0 1 DATA GROUPS J1-J9 •....... BOUNDARY DATAfGON•NPORMA.OHu.u..0 u...� ' BCNUMBEA.•CONTROL WATERSURFACE IS., 4937.10 PEST, T2ERO 1941214 0.00000006.00 •ffiEVA:ION ••• ••• • LINE -INPUT HYDROGRAPHS (DATA GROUPS K1-K3) ......Expect 2 ........3..ction•IDs.on each K2.line.....• ' NJSW INPUT LOCATIONS PROM K2 LINES: 10 20 ENVIRONMENTAL PROTECTION AGENCY •••• EXTENDED TRANSPORT PROGRAM •••• WATER RESOURCES DIVISION WASHINGTON, D.C. •••• "" CAMP DRESSER 6 MCKEE INC. •••` ANALYSIS MODULE "'• ANNANDALE, VIRGINIA Sunstone Mixed -Use Development Proposed Condition Extran Model •.• Ayres .Associates*JUL=•:00:•••PILE:EKT-PR.DAT ' INITIAL MODEL CONDITION • INITIAL TIME . 0.00 HOURS ' • JUNCTION /• DEPTH ••/•ELEVATION •••.... JUNCTION IS SURCHARGED. 10/ 0.00 / 4937.50 20/ 0.00 / 4937.31 30/ 0.00 / 4937.00 CONDUIT/ PLOW ... •• CONDUIT USES THE NORMAL. FLOW OPTION. 1020/ 0.00 90002/ 0.00 90003/ 0.00 CONDUIT/ VELOCITY 1020/ 0.00 CONDUIT/ CROSS SECTIONAL AREA ' 1020/ 0.00 Sunstone Mixed Use — Proposed Condition EXTRAN July 2001 Ayres Associates 8 of 21 EXT-PR.DAT/OUT F L r 1 1 11 11 11 CONDUIT/ HYDRAULIC RADIUS 1020/ 0.00 CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION 3020/ 4937.50/ 4937.31 # # # # # # # # # # R # # # # # # # # # # p # # # # # # # # # # R # # # # # # # ...> System inflows (data group K3) at 0.00 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E-00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 0.02 hours ( Junction / Inflow,cfe ) 10/ 0.00E-00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.03 hours ( Junction / Inflow,cfs ) 10/ 0.00E.00 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # ...> System inflows (data group K3) at 0.05 hours ( Junction / Inflow,cfs ) 10/ 0.00E-00 20/ 0.00E.00 # # # # q # # # # # # # # q # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.07 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 0.08 hours ( Junction / Inflow,cfs ) 10/ 0.00E.00 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 0.10 hours ( Junction / Inflow,cfs ) 10/ O.00E.00 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 0.12 hours ( Junction / Inflov,cfs ) IN O.00E.00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # 4 # # # # # # # # q # # # # # # # # # # # # # .... System inflows (data group K3) at 0.13 hours ( Junction / Inflow,cfs ) 10/ 1.00E+00 20/ 1.00E+00 # # # # # # # k # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # #'# # # # # # # # # # # # # # # # # # # # # # # # k ...> System inflows (data group K3) at 0.15 hours ( Junction / Inflow,cfs ) 10/ 2.00E+00 20/ 2.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.17 hours ( Junction / Inflow,cfs ) 10/ 2.00E+00 20/ 2.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.18 hours ( Junction / Inflow,cfs ) 10/ 3.00E+00 20/ 3.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # 0 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 0.20 hours ( Junction / Inflov,cfs ) 30/ 3.00E.00 20/ 4.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # 0 # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.32 hours ( Junction / Inflow,cfs I 10/ 4.00E+00 20/ 4.00E+00 # # # # # # # # # # # # # # q # N # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.23 hours ( Junction / Inflow,cfs ) 10/ 4.00E+00 20/ 4.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 0.25 hours ( Junction / Inflow,cfs ) 10/ 4.00E+00 20/ 4.00E+00 # # # # # # # 4 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.27 hours ( Junction / Inflow,cfs ) 10/ 5.00E+00 20/ 5.00E-00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.28 hours ( Junction / Inflow,cfs ) 10/ 6.00E.00 20/ 6.00E.00 Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 9 of 21 July 2001 EXT-PR.DAT/OUT 1 [1 [] [] I 11 1 .... System inflows (data group K3) at 0.30 hours ( Junction / Inflow,cfs I 10/ 6.00E+0o 20/ 7.00E.00 # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 0.32 hours ( Junction / Inflow,cfa I 10/ 7.00E.00 20/ 7.00E.00 # # # # # # # # N # # # # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # p # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 0.33 hours ( Junction / Inflow,cfs ) 10/ 7.00E+00 20/ 7.00E.00 # q p # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # N # # # # # # # # # # # # # # # # # # # # # p # # # # # N # N # # # ...> System inflows (data group K3) at 0.35 hours ( Junction / Inflw,cfs 1 10/ 8.00E.00 20/ 8.00E+00 # # # q # # # # 0 # # # # # # # # # # # # # # # # # # # # # # N # # # # # # N # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.37 hours ( Junction / Inflw,cfs 1 10/ 9.00E+00 20/ 9.00E.00 # # # # # # # # # # # # # # # # p # # p # # # p # # # q # # # # # # # # # # # # # # # # N # # # # # # # # # # # p # # # # # # N # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.38 hours ( Junction / Inflow,cfs I 10/ 9.00E-00 20/ 1.00E+01 # # # # # # # # # # # # # # p # # # # # # # p # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # N # # # # # p # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.40 hours ( Junction / Inflow,cfs ) 10/ 1.00E.01 20/ 1.00E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 0.42 hours ( Junction / Inflow,cfs ) 10/ 1.00E.01 20/ 1.10E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.43 hours ( Junction / Inflow,cfs ) 10/ 1.30E+01 20/ 1.40E.01 # N # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # #.# # # ...> System inflows (data group K3) at 0.45 hours ( Junction / Inflow,cfs ) 10/ 1.70E+01 20/ 1.90E-01 # N # # # # # # # # # # # # # # # # N # # # # # p # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.47 hours ( Junction / Inflow,cfs ) 10/ 2.00E+01 20/ 2.20E+01 . # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.48 hours ( Junction / Inflow,efs ) 10/ 2.20E+01 20/ 2.40E.01 # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # p # # # # # # N # # # # # # # # # 0 # # # # # # # # # # # # # # # # # # # N # # ...> System inflows (data group K3) at 0.50 hours ( Junction / Inflow,cfs ) 10/ 2.30E+01 20/ 2.50E.01 ...> System inflows (data group K3) at 0.52 hours ( Junction / Inflow,cfs ) 10/ 2.90E+01 20/ 3.20E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ..•. System inflows (data group K3) at 0.53 hours ( Junction / Inflow,cfs I 10/ 3.80E+01 20/ 4.20E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.55 hours ( Junction / Inflow,efs ) 10/ 4.20E.01 20/ 4.70E.01 M # # # # # # # # # # # # # # # N # # # # # # # # # # # # q # # N # # # # # # # ...> System inflows (data group K3) at 0.57 hours ( Junction / Inflow,cfs ) 10/ 4.50E+01 20/ 5.00E+01 # # # # # # # # # # # # # N # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # p # # # # # # # # # # ...> System inflows (data group K3) at 0.58 hours ( Junction / Inflow,cfs ) 10/ 4.70E.01 20/ 5.20E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # ...> System inflows (data group Kl) at 0.60 hours ( Junction / Inflow,cfs ) 10/ 4.00E+01 20/ 4.50E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # Sunstone Mixed Use - Proposed Condition EXTRAN July 2001 Ayres Associates 10 of 21 EXT-PR.DAT/OUT H i 1 u 1 n 1 0 1 1 1 1 1 1 1 1 1 1 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.62 hours ( Junction / Inflow,c£s ) 10/ 3.10E-01 20/ 3.50E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •... System inflows (data group K3) at 0.63 hours ( Junction / Inflow,cfe ) 10/ 2.70E.01 20/ 3.10E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.65 hours ( Junction / Inflow,cfe ) 10/ 2.50E.01 20/ 2.90E.01 # # # # # # # # # # # # # # # 0 # q # # # p # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # ..., System inflows (data group K3) at 0.67 hours ( Junction / Inflow,cfs ) 10/ 2.40E-01 20/ 2.80E.01 # # # # # # # # # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.68 hours ( Junction / Inflow,cfs ) 10/ 2.20E.01 20/ 2.50E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # 0 # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.70 hours ( Junction / Inflow,cfs ) 10/ 1.90E.01 20/ 2.20E.01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # 0 # # # # # # ...> System inflows (data group K3) at 0.72 hours ( Junction / Inflow,cfe ) 10/ 1.70E+01 20/ 2.00E+01 # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.73 hours ( Junction / Inflow,cfs ) 10/ 1.60E.01 20/ 1.90E+01 # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.75 hours ( Junction / Inflow,cfs I 10/ 1.50E+01 20/ 1.80E+01 # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ••.. System inflows (data group K3) at 0.77 hours ( Junction / Inflow,efs ) 10/ 1.40E+01 20/ 1.60E+01 # # # # # # # # # # # # # # #.# # # # # # # # # # # # # # # # # 4 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.78 hours ( Junction / Inflow,cfs ) 10/ 1.20E+01 20/ 1.40E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.80 hours ( Junction / Inflow,cfs ) 10/ 1.10E+01 20/ 1.30E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 0.82 hours ( Junction / Inflow,cfs ) 10/ 1.00E.01 20/ 1.20E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •••> System inflows (data group K3) at 0.83 hours ( Junction / Inflow,cfs ) 10/ 9.00E-00 20/ 1.10E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.85 hours ( Junction / Inflow,efs ) 10/ 9.00E+00 20/ 1.00E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •••> System inflows (data group K3) at 0.87 hours ( Junction / Inflow,efs ) 10/ 8.00E+00 20/ 1.00E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # 0 # # # # # # # # # # # # # # •••. System inflows (data group K3) at 0.88 hours ( Junction / Inflow,cfs ) 30/ 8.00E.00 20/ 9.00E+00 # # # q # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.90 hours ( Junction / Inflow,cfs I 10/ 7.00E+00 20/ 9.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •••. System inflows (data group K3) at 0.92 hours ( Junction / Inflow,cfs ) 10/ 7.00E.00 20/ 8.00E+00 Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 11 of 21 July 2001 EXT-PR.DAT/OUT 1 [I u I [1 1 I [1 # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 0.93 hours ( Junction / Inflow,cfs ) 10/ 7.00E+00 20/ a.aOE.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # ...> System inflows (data group K3) at 0.95 hours ( Junction / Inflaw,cfs ) 10/ 6.00E.00 20/ 8.00E.00 # # # # # # # # # # # a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 0.97 hours ( Junction / Inflow,cfs ) 10/ 6.00E-00 20/ 7.00E.00 # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # p # # q # # # # # p # # # # # # # # # # # # # # # # p q # # # # # # # # # # # # p # # # # # # .... System inflows (data group K3) at 0.9E hours 1 Junction / Inflow,cfs ) IN 6.00E+00 201 7.00E.00 # p # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # q # q # # # # # # # # # # N # # # # # # # # # # # # # # # p # # # # # # # # # # # ...> System inflows (data group K3) at 1.00 hours ( Junction / Inflow,cfs ) 10/ 6.00E-00 20/ 7.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # CYCLE 3600 TIME 1 MRS - 0.00 MIN JUNCTION / DEPTH / ELEVATION .... •.• JUNCTION IS SURCHARGED. 10/ 4.97 / 4942.47 20/ 4.62 / 4941.93 30/ 1.00 / 4938.00 CONDUIT/ PLOW ... •• CONDUIT USES THE NORMAL PLOW OPTION. 1020/ 5.81 90002/ 16.26 90003/ 16.26 # # # # # # # # # # # # # # # # # # # 4 # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.02 hours ( Junction / Inflow, cfs ) IN 6.00E.00 20/ 7.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # 0 # # # # # # # # # # # # # # # # # # # # # 4 # # # # # # ...> System inflows (data group K3) at 1.03 hours ( Junction / Inflow,cfs ) 10/ 5.00E.00 20/ 6.00E-00 # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 1.OS hours ( Junction / Inflow,cfs ) 10/ S.00E.00 20/ 6.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 1.07 hours ( Junction / Inflow,cfs ) 10/ 5.00E-00 20/ 6.00E.00 ##############################4######### # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.08 hours ( Junction / Inflow,cfs ) 10/ 5.00E+00 20/ 6.00E+00 ######################################## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.10 hours ( Junction / Inflow,cfs ) 10/ 5.00E.00 20/ 6.00E.00 # # # # # # # # # # # # # p # # # # # # # # # # q # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # a # # # # # # # # q # # # # N # ...> System inflows (data group K3) at 1.12 hours ( Junction / Inflow,cfs ) 30/ 5.00E+00 20/ 6.00E.00 ######################################## # # # # # # # # # # # # # N # # # # # # # p # # # # N # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.13 hours ( Junction / Inflow,cfs ) 10/ 5.00E+00 20/ 5.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inf Iowa (data group K3) at 1.15 hours 1 Junction / Inflow,cfs ) 10/ 5.00E-00 20/ 5.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # 4 # # # # # # # # # # # # # # # •..> System inflows (data group K3) at 1.17 hours ( Junction / Inflow,cfs ) 10/ 5.00E+00 20/ 5.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.18 hours ( Junction / Inflow,cfs ) 10/ 4.00E+00 20/ 5.00E-00 # # # # # # # # # # # # # N # # # # # # # # a # # # # q # # # # # # # # # # # # ...> System inflows (data group K3) at 1.20 hours ( Junction / Inflow,cfs ) 10/ 4.00E.00 20/ 5.00E-00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.22 hours ( Junction / Inflow,cfs ) Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 12 of 21 July 2001 EXT-PR.DAT/OUT I 1 1 1 1 1 [1 10/ 4.00E.00 20/ 5.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.23 hours ( Junction / Inflow, cfs ) 10/ 4.00E.00 20/ 5.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 1.25 hours ( Junction / Inflow, cfs ) 101 4.00E+00 20/ S.00E.00 # # # # # # # # # # # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # q # # # # q p # p q # # q q q q # # q q q q # p p # p # q # # # # # # q # # ...> System inflows (data group K3) at 1.27 hours ( Junction / Inflow,cfe ) 10/ 4.00E+00 20/ 5.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # x # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # ...> System inflows (data group K3) at 1.28 hours ( Junction / Inflow,cfs ) 10/ 4.00E-00 20/ 5.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.30 hours ( Junction / Inflow,cfs ) 10/ 4.00E.00 20/ 5.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # k # # # ...> System inflows (data group K3) at 1.32 hours ( Junction / Inflow,cfs ) 10/ 4.00E.00 20/ 5.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # ...> System inflows (data group K3) at 1.33 hours ( Junction / Inflow,cfs ) 10/ 4.00E+00 20/ 4.00E+00 # # # # # # # # # # # q # q # # q q # # # q # # q q q q # # # # # q x q q q # # # # # # # q k # q # k # # # # # # q q q # # # q # q q q # q # q # # # # # # # q System inflows (data group K3) at 1.35 hours ( Junction / Inflow,cfs ) 10/ 4.00E+00 20/ 4.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # x # # # # # # # # # # # # # k # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.37 hours ( Junction / Inflow,cfs ) 10/ 4.00E.00 20/ 4.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #"# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.3E hours ( Junction / Inflow,cfs ) 10/ 4.00E.00 20/ 4.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.40 hours ( Junction / Inflow,cfs ) 10/ 4.00E.00 20/ 4.00E+00 # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # k # # # # # # # # # q q # # q # # # # # # # # # # # # q q # q q q q # q # q # # # # q # q q # # q # ...> System inflows (data group K3) at 1.42 hours ( Junction / Inflow,cfs ) 10/ 4.00E.00 20/ 4.00E+00 # # # # # # # # # # # # # # # # # # # # # # k # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.43 hours ( Junction / Inflow,efs ) 10/ 4.00E+00 20/ 4.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # x # # # # # .... System inflows (data group K3) at 1.45 hours ( Junction / Inflow,cfs ) 10/ 4.00E+00 20/ 4.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # x # # # # # # # System inflows (data group K3) at 1.47 hours ( Junction / Inflow,cfs ) 10/ 4.00E+00 201 4.00E.00 # # # # k # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # p # # # # # # ...> System inflows (data group K3) at 1.4E hours ( Junction / Inflow,efs ) 10/ 4.00E+ao 20/ 4.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •... System inflows (data group K3) at 1.50 hours ( Junction / Inflow,cfs ) 10/ 4.00E+00 20/ 4.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # x # # # # # # # # ...> System inflows (data group K3) at 1.52 hours ( Junction / Inflow,cfs ) 10/ 3.00E.00 20/ 4.00E+00 # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.53 hours ( Junction / Inflow,cfs I Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 13 of 21 July 2001 EXT-PR.DAT/OUT 1 I 1_] 11 1 11 1 11 10/ 3.00E+00 20/ 4.00E+00 # # # # # # # # # # # # # # # % # # # # # # # # # # # # # % # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 1.55 hours ( Junction / Inflow,cfs ) 30/ 3.00E.00 20/ 4.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # % # ...> System inflows (data group K3) at 1.57 hours ( Junction / Inflow,cfa I 10/ 3.00E+00 20/ 4.00E.00 # # # # # N # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # N # # p # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •••> System inflows (data group K3) at 1.5E hours ( Junction / Inflow,cfs ) 10/ 3.00E+00 20/ 4.00E.00 # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # N # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.60 hours ( Junction / Inflow,cfs ) 10/ 3.00E.00 20/ 4.00E.00 # # # # # # # N # # # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.62 hours ( Junction / Inflow,cfs I 10/ 3.00E.00 20/ 4.00E+00 # # # # # p # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.63 hours l Junction / Inflow,cfs ) 10/ 3.00E.00 20/ 4.00E.00 # # k # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # N # # # # # # # # # # # •••> System inflows (data group K3) at 1.65 hours ( Junction / Inflow,cfs ) 10/ 3.00E.00 20/ 4.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # ...> System inflows (data group K3) at 1.67 hours ( Junction / Inflow,cfs I 10/ 3.00E.00 20/ 4.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.68 hours ( Junction / Inflow,cfs ) 10/ 3.00E+00 20/ 4.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # % # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.70 hours ( Junction / Inflow,cfs ) 10/ 3.00E.00 20/ 3.00E+00 # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # % # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •.•> System inflows (data group K3) at 1.72 hours ( Junction / Inflow,cfs ) 10/ 3.00E+00 20/ 3.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # k # # # # # .... System inflows (data group K3) at 1.73 hours ( Junction / Inflow,cfs ) 10/ 3.00E.00 20/ 3.00E+00 # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.75 hours 1 Junction / Inflow,cfs ) 10/ 3.00E+00 20/ 3.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # % # # # # # # # # # # # # # # # # # # # # # •••> System inflows (data group K3) at 1.77 hours ( Junction / Inflow,cfs ) 10/ 3.00E+00 20/ 3.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # % # # # # # # # % # # # # # # k # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.78 hours ( Junction / Inflow,efs ) 10/ 3.009.00 20/ 3.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # ..o System inflows (data group K3) at 1.80 hours ( Junction / Inflow,cfe ) 10/ 3.00E+00 20/ 3.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 1.82 hours 1 Junction / Inflow,cfs ) 10/ 3.00E+00 20/ 3.00E.00 # # # # # # q # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.83 hours ( Junction / Inflow,cfs ) 10/ 3.00E+00 20/ 3.00E+00 # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # k # # # # # # # # # ...> System inflows (data group K3) at 1.85 hours ( Junction / Inflow,cfs ) Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 14 of 21 July 2001 EXT-PR.DAT/OUT I 1 11 (1 L r, ICI r- L 1 1 10/ 3.00E+00 20/ 3.00E+00 # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # #.# # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.87 hours ( Junction / Inflow,cfs ) 10/ 3.00E-00 20/ 3.00E+00 # # # N # # # # # # # e a # # # # # a # # # # # # a x # # # # # # # # # # # # # # # # # a # # # # # # # # # # # # # # # # # # # # # # a # # # # # # # # # # # # ...> System inflows (data group K1) at 1.88 hours ( Junction / Inflow,cfs I 10/ 3.00E-00 20/ 3.00E+00 # # # # # 0 # # # # # # # # # # # # # # # # # # # # a # # # p # # # # # # # # # # # # # # # # # # # # # # # N # # # N # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 1.90 hours f Junction / Inflow,cfs ) 10/ 3.00E.00 20/ 3.00E.00 # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.92 hours ( Junction / Inflow,cfs ) 10/ 3.00E.00 20/ 3.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 1.93 hours ( Junction / Inflow,cfs ) 10/ 3.00E.00 20/ 3.00E.00 # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.95 hours ( Junction / Inflow,cfs ) 10/ 3.00E-00 20/ 3.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # # # # # # # ...> System inflows (data group K3) at 1.97 hours ( Junction / Inflow,cfs ) 10/ 3.00E.00 20/ 3.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 1.98 hours ( Junction / Inflow,cfs ) 30/ 3.00E+00 20/ 3.00E+00 # # # # # # # # # # # # # # # # # # a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K31 at 2.00 hours ( Junction / Inflow,cfs ) 10/ 3.00E.00 20/ 3.00E+00.- ###########################»############ CYCLE 7200 TIME 2 MRS - 0.00 MIN JUNCTION / DEPTH / ELEVATION ... >+ • JUNCTION IS SURCHARGED. 10/ 4.65 / 4942.15 20/ 4.34 / 4941.65 30/ 1.00 / 4938.00 CONDUIT/ PLOW ...> •.• CONDUIT USES THE NORMAL PLOW OPTION. 1020/ 5.62 90002/ 10.57 90003/ 10.57 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # -, System inflows (data group K3) at 2.02 hours ( Junction / Inflow,cfs ) 10/ 2.00E.00 20/ 3.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # ...> System inflows (data group K3) at 2.03 hours ( Junction / Inflow,cfs ) 10/ 2.00E+00 20/ 2.00E+00 a#############a#########a#####0######### # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.05 hours ( Junction / Inflow,cfs ) 10/ 1.00E.00 20/ 2.00E+00 ################################N######a # # # N # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 2.07 hours 1 Junction / Inflow,cfs ) 10/ 1.00E+00 20/ 1.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.08 hours ( Junction / Inflow,cfs ) ID/ 1.00E+00 20/ I.00E-00 # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # # # # # # # # # # .... System inflows (data group K3) at 2.10 hours ( Junction / Inflow,efs 1 10/ 1.00E.00 20/ 1.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # 0 # # # # # # # # # # # # # # #########a############a################# ...> System inflows (data group K3) at 2.12 hours 1 Junction / Inflow,cfs ) 10/ 1.00E+00 20/ I.00E.00 ###a#################################### # # # # # # # # # # 4 # # # # # # # # # # # # # # # # # a # # # # # # # # # # # ..-> System inflows (data group K3) at 2.13 hours ( Junction / Inflow,cfs ) 10/ 1.00E.00 20/ 1.00E+00 Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 15 of 21 July 2001 EXT-PR.DAT/OUT I 1 Ij # # # # # # # # a # # a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # a # # # # # # # p # # # # # # a # # # # # # # # # a # ...> System inflows (data group K3) at 2.15 hours ( Junction / Inflow,cfs ) 10/ 1.00E-00 20/ 1.00E+00 a a # # # # # a # # # # # # # a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # a # # # # # a # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.17 hours ( Junction / Inflow,efs I 10/ 1.00E+00 20/ 1.00E+00 # # # # # # # # # a # # # # # # # # # # # # a # # # # # # # # # a # # a # # # # # a # # # # # # # # # # # # # a # # a # a # a # # # # # # a # # # # # a # # # # .... System inflows (data group K3) at 2.1E hours ( Junction / Inflow,cfa I 10/ 0.00E+00 20/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # a # # # # a # # # # # # # # # # # # # q a a # # # # # # # # # # # # # # # # # p # # # # # # # # # # # # # # # # # a ...> System inflows (data group K3) at 2.20 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 1.00E+00 # # # # # # # # # a # # # # # # # # # # # a # # # # # a # # # # # # # # a # a # # # # # # a # # # # # # # # # # # # # # a # # # # # a # # # # # # # # # a a # # .... System inflows (data group K3) at 2.22 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 # # # # # # # # # a # # # # # # # # a # # # # # # # # # # # # # # # # # a # # # # # # # a a # # # # a # # # # a a p # # # # # # # # # # # # # # a q # # # a a # ...> System inflows (data group K3) at 2.23 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 # # # # # # a # # # # a # # # # # # # # # # # # # # # # # # # # # a # # # # # # # # # # # # # # # # a a # # # # a # # # # # # # a # # # # # # # # # # # # # # # .... System inflows (data group K3) at 2.25 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 # # # # # # # # # # # q # # # # # # # # # # # # # # # q # # a # q # # # a # # a # # # # q # # a # # # q q q q # # a # # # # # q # q qqq # # # q q # # # # # q ...> System inflows (data group K3) at 2.27 hours ( Junction / Inflow,cfa ) 10/ 0.00E+00 20/ 0.00E-00 q # q q q # q # #qqq q # # q # p # # a # # p # # q q # # q # # q # a # q # q ..., System inflows (data group K3) at 2.28 hours ( Junction / Inflow,cfs ) la/ 0.00E.00 20/ 0.00E+00 # # # # # # # # # # # q # # # # # a # # # q # # q #qqq # # # # # # # q # q # # # # q # q q q q #qqq # # # # # # # q # # # q # # q # # # # # # # # # q # # ...> System inflows (data group K3) at 2.30 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # a # # # ...> System inflows (data group K3) at 2.32 hours ( Junction / Inflow,cfs ) 10/ 0.00E-00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # a # # # # # # # # # # # # # # # # # a # # # # # # # # a # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # a # # ...> System inflows (data group K3) at 2.33 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 a # # # # # # # # # a # a # # # # a # # a # # # # # # # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # a # # # # a # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.35 hours ( Junction / Inflow,cfa ) 10/ 0.00E+00 20/ 0.00E+00 # # a # # # # # # # # # # # # # # # # # # # # # # # # # # a # # # # a # # # # # q # # a # # q # q # q # q q q q q # # # q # # # # # q a # # q # # q # # # # # q ...> System inflows (data group K3) at 2.37 hours ( Junction / Inflow,efs ) 10/ 0.00E+00 20/ 0.00E+00 # # # # # # # # # q # # # # # # # # # # a # # a a # # # # # # # # # a # # # # # # # # q # # # q a # # q q q q q # #qqq # # #qqqq # q # #qqq # # # # q ...> System inflows (data group K3) at 2.38 hours ( Junction / Inflow,efs ) 10/ O.00 E+00 20/ O.00E.00 # # # # # # # # # # # # # # # # # a # # # a a # # # # # # # # # # # # # a # # # # # # # # # # # # # # # # # # # # # # # # a # # # # # # a # # # # # # # # # # # .... System inflows (data group K31 at 2.40 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E-00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # a # # # # # # a # # # # # # # # # # # ...> System inflows (data group K3) at 2.42 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # a # # a # # # # # a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.43 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # a # # # # # # # # # # a # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 2.45 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 16 of 21 July 2001 EXT-PR.DAT/OUT ' # x # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.47 hours ( Junction / Inflow,cfs ) 30/ 0.00E.00 20/ 0.00E+00 # # # # k # # # # # # # # # k # # # # # # # # a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # % # # # # # # # ...> System inflows (data group K3) at 2.48 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 p-B # # # # # # # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # ' # N # # # # p # N # # # # # # # # # # # # # # # # # N # # # # # # a # # # # # # .> System inflows (data group K3) at 2.50 hours ( Junction / Inflow,cfs ) 10/ 0.00E-00 20/ 0.00E.00 # # # # # # # # # # # # # # # # a # # # # # # # # # # # a # # # # # # # # # # # #.# % # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # > System inflows (data group K1) at 2.52 hours ( Junction / Inflow,cfa I 10/ 0.005.00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # % # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.53 hours ( Junction / rn Elow,cfa ) ' 10/ 0.00E+00 20/ O.00E.00 0 # # # # # # # # # # % # % # # # # # # # # # # # # # # N # # # # # # # # # # # .... System inflows (data group K3) at 2.55 hours ( Junction / Inflow,cfs ) 10/ O.00E.00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # a # k # % # # % # # # # # # # # # N # # % a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # k ...> System inflows (data group K1) at 2.57 hours ( Junction / Inflow,cfe ) 10/ 0.00E+00 20/ 0.00E.00 # # k # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # k # # # # # # # # # # # N # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.58 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ O.00E.00 #'# # # # # # # # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # > System inflows (data group K3) at 2.60 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ..> System inflows (data group K3) at 2.62 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 #########a#############x################ ' #.########################aa############# > System inflows (data group K3) at 2.63 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 # k # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # k # # # # # # # # # # # # # # # # # # # # # # # # a # # # # # # # # # # # # # ..., System inflows (data group K31 at 1,61 hours ( Junction / Inflcw,cfa ) ' 10/ 0.00E+00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # k # # # # # ######################################## ..+> System inflows (data group K3) at 2.67 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.68 hours ( Junction / Inflow,cfs ) 30/ O.00 E.00 20/ 0.005.00 a # # # # # # # # # # # # # # # # # # # # # # # # # # N # # # # # # # # # # # # .- .> System inflows (data group K3) at 2.70 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 > System inflows (data group K3) at 2.72 hours I Junction / Inflow,cfs ) - 10/ O.00E.00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # a # # # # # # # # # N # # # k # # # # # # # # # a # # # # # # # # # # > System inflows (data group K3) at 2.73 hours ( Junction / Inflow,cfs ) 10/ 0.00E-00 20/ O.00E.00 a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # # # a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.75 hours ( Junction / Inflow,cfs ) 10/ 0.00E-00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # % # # # # # # # # # # # # # # # # # .... System inflows (data group K1) at 2.77 hours ( Junction / Inflow,cfs I ' 10/ 0.00E-00 20/ O.00E.00 Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 17 of 21 July 2001 EXT-PR.DAT/OUT I [1 F J d # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K31 at 2.78 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ O.00E.00 # # # # # # # # # # # # # p # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.80 hours ( Junction / Inflow,cfs ) 10/ O.00E.00 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # p # # # # # # # # q # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.82 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ O.00E.00 # # # # # # # # # # # 0 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # .... System inflows (data group K3) at 2.83 hours ( Junction / Inflow,cfs ) 10/ O.00E.00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # a # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group X31 at 2.85 hours ( Junction / Inflow,cfs ) 10/ 0.00E.00 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q p # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ..0 System inflows (data group K3) at 2.87 hours ( Junction / Inflow,cfs ) 10/ 0.00E.00 20/ O.00E.00 # # # # # # # N # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •••> System inflows (data group Kl) at 2.88 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # q # 0 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •••> System inflows (data group K3) at 2.90 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •••> System inflows (data group K3) at 2.92 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # •••> System inflows (data group K3) at 2.93 hours ( Junction / Inflow,cfs ) 10/ 0.00E+00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.95 hours ( Junction / Inflow,cfs ) IN 0.00E+00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.97 hours ( Junction / Inflow,efs I 10/ 0.00E.00 20/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 2.98 hours ( Junction / Inflow,c£s ) 10/ O.00E.00 20/ 0.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ...> System inflows (data group K3) at 3.00 hours ( Junction / Inflow,efs 1 10/ 0.00E.00 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # CYCLE 10800 TIME 3 HRS - 0.00 MIN JUNCTION / DEPTH / ELEVATION ...> • ^ ^ JUNCTION IS SURCHARGED. 10/ 2.96 / 4940.46 20/ 2.32 / 4939.63 30/ 1.00 / 4938.00 COMMIT/ PLOW ...> ••• CONDUIT USES THE NORMAL FLOW OPTION. 1020/ 7.22 90002/ 7.26 90003/ 7.26 .............. ...••... .•......... • PINAL MODEL CONDITION •.•FINAL TIME••••••••••00. HOURS •• > ENDING DATE AND TIME OF EXTRAN RUN ARE: JULIAN DATE: 1941214 YR/MO/DA. 1941/ 8/ 2 TIME OF DAYS 3.000 HRS JUNCTION / DEPTH / ELEVATION ... ^•^ JUNCTION IS SURCHARGED. 10/ 2.96 / 4940.46 20/ 2.32 / 4939.63 30/ 1.00 / 4938.00 CONDUIT/ PLOW ...> ^•^ CONDUIT USES THE NORMAL PLOW OPTION. 1020/ 7.22 90002/ 7.26 90003/ 7.26 Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 18 of 21 July 2001 EXT-PR.DAT/OUT CONDUIT/ VELOCITY 1020/ 5.88 CONDUIT/ CROSS SECTIONAL AREA 1020/ 1.23 CONDUIT/ FINAL VOLUME 1020/ 28.84 CONDUIT/ HYDRAULIC RADIUS ' 1020/ 0.31 CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION 1020/ 4940.46/ 4939.63 '################################################### # Surcharge Iteration Summary # ################################################### Maximum number of iterations in a time step..... 1 Total number of iterations in the simulation.. 21600 Average number of iterations per time step...... 2.00 Surcharge iterations during the simulation...... 0 Maximum surcharge flow error during simulation.. O.00E.00 cfs Total number of time steps during simulation.. 10800 1•. .................................................. CONDUIT COURANT CONDITION SUMMARY • TIME IN MINUTES DELT > COURANT TIME STEP ................................................... ' :• SEE' BELOW FOR EXPLANATION• OF COURANT TIME STEP. CONDUIT # TIME(MN) CONDUIT # TIME(MN) CONDUIT # TIME(MN)CONDUIT # TIME(MN) 1020 0.00 CONDUIT COURANT CONDITION SUMMARY • COURANT CONDUIT LENGTH TIME STEP ..................................... VELOCITY . SORT (GRVT`AREA/NIDTH) ' • AVERAGE COURANT CONDITION TIME STEP(SECONOS) ` ' CONDUIT # TIME(SEC) CONDUIT # TIME(SEC) CONDUIT # TIME(SEC) CONDUIT # TIME(SEC) 1020 1.58 1 : • EXTRAN• CONTINUITY• BALANCE AT THE•LAS :TIME•STEP•• • JUNCTION INFLOW, OUTFLOW OR STREET FLOODING ................................................ JUNCTION INFLOW, FT3 _____ _------- ____ 10 5.9460E+04 20 6.6960E+04 ' JUNCTION OUTFLOW, PT3 30 1.1663E+05 •.....................••............. .................. ITIAL ..INFLOW .S.S.� .O.VOLUM ............1...00E+04 N.FT - • TOTAL SYSTEM INFLOW VOLUME 1.2642E+05 N PT • INFLOW + INITIAL VOLUME 1.2642E+0S N PT • TOTAL SYSTEM OUTFLOW • . 1.1663E.05 N FT ' • VOLUME LEFT IN SYSTEM . 1.0997E+05 N PT - VOLUME I ' : OUTFLOW... FINAL ............. ............ 660E.. N..... ` ERROR IN CONTINUITY, PERCENT . -79.24 TEST WRITE OF ALTERNATIVE CONTIINITY ERROR CALCULATION VOLUME LEFT IN SYSTEM 9.6069E+0J N. FT. ERROR IN CONTINUITY PERCENT . 1.42 1 ######################################################### # Time History of the H. G. L. (Feet) # Sunstone Mixed Use — Proposed Condition EXTRAN Ayres Associates 19 of 21 July 2001 EXT-PR.DAT/OUT L ######################################################### Sunstone Mixed -Use Development Proposed Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-PR.DAT ' Junction: 10 Junction: 20 Time Ground: 4943.00 Ground: 4943.00 Hr:Mn:Sc Elevation Depth Elevation Depth -------- --------- 0: 5: 0 4937.50 ----- 0.00 --------- 4937.31 ----- 0.00 0,10: 0 4938.81 1.31 4938.75 1.44 0,15: 0 4939.21 1.77 4939.23 1.92 0.20: 0 4939.52 2.02 4939.52 2.21 0:25: 0 4939.94 2.44 4940.03 2.72 0:30: 0 4:40.75 3.25 4941.14 3.83 0 :35: 0 441.73 4.23 4941.68 4.37 ' 0,40: 0 4942.17 4.67 4941.94 4.63 0.45: 0 4942.35 4.86 4942.00 469 0:50: 0 4942.43 4.93 4942.00 4..69 �� J�n �•IGCK n 0:55: 0 4942.46 4.96 4941.96 4.65 ( 1JS�oo 1: 0: 0 4942.47 .9 4941.9 4. 2 Poi0 1: 5: 0 4942.46 4.96 4941.90 4.59 1:10: 0 4942.45 4.95 4941.87 4.56 1:15: 0 4942.43 4.93 4941.85 4.54 1:20: 0 4942.41 4.91 4941.84 4.53 ' 1:25: 0 4942.38 4.88 4941.82 4.51 1:30: 0 4:42.36 4.86 4941.79 4.48 1.35: 0 442.33 4.83 4941.77 4.46 ' 1:40: 0 4942.29 4.79 4941.75 4.44 1:45: 0 4942.26 4.76 4941.73 4.42 1:50: 0 4942.22 4.72 4941.70 4.39 1,55: 0 4942.19 4.69 4941.67 4.36 2: 0: 0 4942.15 4.65 4941.65 4.34 2: 5: 0 4942.10 4.60 4941.61 4.30 ' 2:10: 0 4942.03 4.53 4941.56 4.25 2:15: 0 4941.95 4.45 4941.49 4.18 2,20, 0 4941.87 4.37 4941.41 4.10 2:25: 0 4941.78 4.28 4941.31 4.00 2:30: 0 4941.68 4.18 4941.18 3.87 2.35. 0 4941.57 4.07 4940.90 3.59 ' 2:40. 0 4941.41 3.91 4940.19 2.88 2.45: 0 4941.21 3.71 4940.07 2.76 2:50: 0 4940.97 3.47 4939.91 2.60 2:55: 0 4940.71 3.22 4939.76 2.45 3: 0: 0 4940,46 Mean 4941.53 2,96 4.03 4939,13 4941.05 2,32 3.74 ' Maximum 4942.47 4.97 4942.00 4.69 Minimum 4937.50 0.00 4937.31 0.00 1 1 ............................................................ J U N C T I O N ......................uu......................... S U M M A R Y S T A T I S T I C S u....... Sunstone Mixed -Use Development Proposed Condition Extran Model ' Ayres Associates JULY 2001 FILE:EXT-PR.DAT UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAXIMUM GROUND PIPE CROWN JUNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING AREA ' NUMBER (FT) (FT) (PT) CHANGE (FT) HR. MIN. ELEVATION ELEVATION (MIN) (MIN) (SO.FT) 10 4943.00 4943.00 4941.49 -ELEV. 0. 0118 4942.47 1 1 0.00 0.53 0.0 0.0 2.706E+04 20 4943.00 4943.00 4941.02 0.0117 4942.01 0 46 0.00 0.99 0.0 0.0 3.594E+04 30 4943.00 4943.00 4938.00 0.0015 4938.00 0 0 0.00 5.00 0.0 0.0 2.000E.05 1 # Time History of Plow and Velocity # # Q(cfs). Vel(ft/s), Total cubic feet) # ############################################# Sunstone Mixed -Use Development Proposed Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-PR.DAT Time Conduit: 1020 Conduit: 90002 ' Hr:Mn:Sc Plow Veloc. Plow Veloc. 0. 5: 0 0.00 0.00 0.00 0.00 0:10: 0 1.85 1.50 3.71 0.00 0:15: 0 1.68 1.37 5.66 0.00 0,20: 0 -0.11 -0.09 6.81 0.00 0:25: 0 -2.33 -1.89 8.44 0.00 0:30: 0 -5.01 0:1 : 0 .81 -4.09 1.10 10.13 10.85 0.00 0.09,�. r�l D'S ey ` 0:4040: 0 3.34 3.06 16.70 00 J 0:451 0 4,61 3.81 19:95 0.00 0,50: 0 5.24 4.27 19.31 0.00 ' 0:55: 0 5.59 4.55 17.84 0.00 Sunstone Mixed Use - Proposed Condition EXTRAN July 2001 Ayres Associates 20 of 21 EXT-PR.DAT/OUT 1: 0: 0 5.81 4.74 14.83 0.00 Pond Am)C, L 5: 0 5.94 4.84 14.B1 0.00 r /�[7 VVV 1 :10: 0 6.02 9.91 13 .62 0.00 1:15: 0 6.01 4.90 12.68 0.00 1:20: 0 5.98 4.87 12.39 0.00 1:25 0 5.98 4.87 12.17 0.00 ' 1,30: 0 5.97 4.86 11.96 0.00 1:35: 0 5.90 4.81 11.77 0.00 1:40: 0 5.82 4.74 11.58 0.00 1:45: 0 5.77 4.70 11.33 0.00 1:50: 0 5,73 4,67 11,06 0,00 1:55: 0 5.68 4.63 10.81 0.00 2: 0: 0 5.62 4.58 10.57 0.00 2: 5: 0 5.52 4.50 10.30 0.00 2:10: 0 5.45 4.44 10.28 0.00 2:15: 0 5.36 4.37 10.26 0.00 2:10: 0 5.35 4.36 10.23 0.00 2:25: 0 5.41 4.41 10.19 0.00 ' 2:30: 0 5.60 4.56 10.14 0.00 2.35: 0 6.48 5.28 10.04 0.00 2.40: 0 8.74 7.12 9.70 0.00 2.45, 0 8.47 6.90 8.51 0.00 2:55: 0 0.00 6.30 7.73 7.77 2 :55: 0 7.73 6.70 7.77 0.00 ' 3: 0: 0 7.22 5.88 7.26 0.00 Mean 4.79 3.90 10.90 0.00 Maximum 8.74 7.12 19.95 0.00 Minimum -5.01 -4.09 0.00 0.00 Total 5.174E+04 1.177E+05 ' 1 • C O N D U I T S U M M A R Y S 7 A T I S T I C 5 . ' Sunstone Mixed -Use Development Proposed Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-PR.DAT ' CONDUIT MAXIMUM TIME MAXIMUM TIME RATIO OF MAXIMUM DEPTH ABOVE LENGTH CONDUIT DESIGN DESIGN VERTICAL COMPUTED OF COMPUTED OF MAX. TO INV. AT CONDUIT ENDS OF NORM SLOPE CONDUIT FLOW VELOCITY DEPTH FLOW OCCURRENCE VELOCITY OCCURRENCE DESIGN UPSTREAM DOWNSTREAM FLOW NUMBER (CPS) (FPS) (IN) (CPS) HR. MIN. (FPS) HR. MIN. FLOW (FT) (FT) (MIN) (FT/FT) --------------------------------------------------------------- 1020 3.45E+00 2.81 15.000 8.79E+00 2 38 7.17 2 38 ------------------------ ----- ------ 2.55 4,97 4.70 0.4 0.00808 90002 UNDEF UNDEF UNDEF 2.02E.01 0 46 90003 UNDEF UNDEF UNDEF 2.02E+01 0 46 1 ITICAL AND CRITICAL FLOW ASSUMPTIONS FROM ' .•SUBCR ' SUBROUTINE HEAD. SEE FIGURE 5-4 IN THE EXTRAN MANUAL FOR FURTHER INFORMATION. r•.........•......................•...r........... LENGTH LENGTH LENGTH LENGTH OF OF OF UPSTR. OF DOWNSTR. MEAN TOTAL MAXIMUM MAXIMUM ' CONDUIT DRY SUBCRITICAL CRITICAL CRITICAL FLOW AVERAGE FLOW HYDRAULIC CROSS SECT NUMBER FLOW(MIN) FLOW(MIN) FLOW(MIN) FLOW(MIN) (CPS) i CHANGE ----------------- CUBIC FT RADIUS(FT) AREA(FT2) ---------------------------------------------- 1020 7.02 172.98 0.00 0.00 4.62 0.0982 ---------------------------- 4.9856E.04 0.3802 1.2272 UNDEFINED UNDEFINED UNDEFINED•• UNDEFINED 10.80 1.1663E.05 ' 90003 UNDEFINED UNDEFINED UNDEFINED UNDEFINED 10.80 1.1661 E.OS •r.••9000:•••UNDEFINED•'• • AVERAGE 4 CHANGE IN JUNCTION OR CONDUIT IS DEPINED AS: • CONDUIT Y CHANGE ..> 100.0 ( Q(n+l) - Q(n) ) / Qfull ..JUNCT......ON CHANGE....•.00.0 ................Yfull ...........•... The Conduit with the largest average change... 1020 had 0.098 percent The Junction with the largest average change... 10 had 0.012 percent 1 ...> Extended Transport model simulation ended normally. �..> SWMM 4.4G simulation ended normally. Always check output file for possible warning messages. ...> Your input file was named : c:\work\sunstone\ext-pr. ...> Your output file was named: c:\work\aunstone\ext-pr. ....................................................... • SWMM 9.4G Simulation Date and Time Summary •.•..••••.•..... •.... .................................. • Starting Date... July 10, 2001 • Time... 21:50:20.460 • Ending Date... July 10, 2001 • Time... 21:51:14.390 • Elapsed Time... 0.899 minutes. • Elapsed Time... 53.932 seconds. .........•............................................. Sunstone Mixed Use - Proposed Condition EXTRAN Ayres Associates 21 of 21 July 2001 EXT-PR.DAT/OUT 1 �I 1 V,, * NBLOCK JIN(1) JOUT(1) SW 1 0 0 * NITCH NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) MM 1 1 2 3 4 ® 0 'Ext-pr2.out' $EXTRAN Al 'Sunstone Mixed -Use Development Proposed Condition Extran Model' Al 'Ayres Associates JULY 2001 FILE:EXT-PR2.DAT (Sensitivity)' * * ISOL KSUPER BO 0 0 * JELEV JDOWN IPRATE BB 0 0 1 * NTCYC DELT TZERO NSTART INTER JNTER REDO Bl 10800 1.0 0.0 1 3600 300 0 * METRIC NEQUAL AMEN ITMAX SURTOL B2 0 2 0 30 0.05 * NHPRT NQPRT NPLT LPLT NJSW B3 2 2 0 0 2 B4 10 20 B5 1020 90002 *Conduit Data * * NCOND NJUNCI NJUNC2 Qo TYPE AFULL DEEP WIDE LEN ZP1 ZP2 ROUGH STH SPH ENTK EXITK OTHERK C1 1020 10 20 0. 1 0.0 1.25 0.0 23.5 0 0 0.013 0.0 0.0 0.50 0.50 0.0 * * JUNCTION Data * * JUN GRELEV Z QINST YO D1 10 4943.0 4937.50 0.0 0.0 Dl 20 4943.0 4937.31 0.0 0.0 Dl 30 4943.0 4937.0 0.0 0.0 * JUNCTION DETENTION STORAGE DEFINITION * JSTORE GELEV ASTORE NUMST (AREA IN ACRES VS. DEPTH IN FEET) E1 10 4943.0 -1.0 7 E2 0.001 0 0.001 1.70 0.152 1.71 0.178 2.50 0.220 3.50 0.455 4.50 0.808 5.50 E1 20 4943.0 -1.0 5 E2 0.001 0 �1 0.002 3.19 �L 0.060 3.69 0.819 4.69 1.601 5.69 E1 30 4943.0 100000. 0 * * Pipe discharge reduced by 5 cfs for a sensitivity analysis * IPTY NJUNC NJUNC NPRATE PRATEI PRATE2 PRATE3 PRATE4 PRATES PRATE6 PRATE? PRATE8 PRATE9 VRATEI VRATE2 VRATE3 VRATE4 VRATE5 VRATE6 VRATE7 VRATE8 VRATE9 PON POFF H1 4 20 30 9 1.0 2.0 4.0 5.0 5.3 7.5 14.5 24.7 40.8 0.87 1.50 2.51 3.47 4.31 4.54 4.69 4.79 4.89 0.10 0.05 * BOUNDARY CONDITIONS * JFREE NBCF I1 30 1 J1 2 Sunstone Mixed Use - Proposed EXTRAN Sensitivity Analysis July 2001 Ayres Associates 1 of 12 EXT-PR2.DAVOUT I 1 11 J2 4937.1 + K1 2 K2 10 20 + 10 20 K3 0.0000 0 0 K3 0.0167 0 0 K3 0.0333 0 0 K3 0.0500 0 0 K3 0.0667 0 0 K3 0.0833 0 0 K3 0.1000 0 0 K3 0.1167 0 0 K3 0.1333 1 1 K3 0.1500 2 2 K3 0.1667 2 2 K3 0.1833 3 3 K3 0.2000 3 4 K3 0.2167 4 4 K3 0.2333 4 4 K3 0.2500 4 4 K3 0.2667 5 5 K3 0.2833 6 6 K3 0.3000 6 7 K3 0.3167 7 7 K3 0.3333 7 7 K3 0.3500 8 8 K3 0.3667 9 9 K3 0.3833 9 10 K3 0.4000 10 10 K3 0.4167 10 11 K3 0.4333 13 14 K3 0.4500 17 19 K3 0.4667 20 22 K3 0.4833 22 24 K3 0.5000 23 25 K3 0.5167 29 32 K3 0.5333 38 42 K3 0.5500 42 47 K3 0.5667 45 50 K3 0.5833 47 52 K3 0.6000 40 45 K3 0.6167 31 35 K3 0.6333 27 31 K3 0.6500 25 29 K3 0.6667 24 28 K3 0.6833 22 25 K3 0.7000 19 22 K3 0.7167 17 20 K3 0.7333 16 19 K3 0.7500 15 18 K3 0.7667 14 16 K3 0.7833 12 14 K3 0.8000 11 13 K3 0.8167 10 12 K3 0.8333 9 11 K3 0.8500 9 10 K3 0.8667 8 10 K3 0.8833 8 9 K3 0.9000 7 9 K3 0.9167 7 8 Sunstone Mixed Use - Proposed EXTRAN Sensitivity Analysis July 2001 ' Ayres Associates 2 of 12 EXT-PR2.DAT/OUT K3 0.9333 7 8 K3 0.9500 6 8 K3 0.9667 6 7 K3 0.9833 6 7 K3 1.0000 6 7 K3 1.0167 6 7 K3 1.0333 5 6 K3 1.0500 5 6 K3 1.0667 5 6 K3 1.0833 5 6 K3 1.1000 5 6 K3 1.1167 5 6 K3 1.1333 5 5 K3 1.1500 5 5 K3 1.1667 5 5 K3 1.1833 4 5 K3 1.2000 4 5 K3 1.2167 4 5 K3 1.2333 4 5 K3 1.2500 4 5 K3 1.2667 4 5 K3 1.2833 4 5 K3 1.3000 4 5 K3 1.3167 4 5 K3 1.3333 4 4 K3 1.3500 4 4 K3 1.3667 4 4 K3 1.3833 4 4 K3 1.4000 4 4 K3 1.4167 4 4 K3 1.4333 4 4 K3 1.4500 4 4 K3 1.4667 4 4 K3 1.4833 4 4 K3 1.5000 4 4 K3 1.5167 3 4 K3 1.5333 3 4 K3 1.5500 3 4 K3 1.5667 3 4 K3 1.5833 3 4 K3 1.6000 3 4 K3 1.6167 3 4 K3 1.6333 3 4 K3 1.6500 3 4 K3 1.6667 3 4 K3 1.6833 3 4 K3 1.7000 3 3 K3 1.7167 3 3 K3 1.7333 3 3 K3 1.7500 3 3 K3 1.7667 3 3 K3 1.7833 3 3 K3 1.8000 3 3 K3 1.8167 3 3 K3 1.8333 3 3 K3 1.8500 3 3 K3 1.8667 3 3 K3 1.8833 3 3 K3 1.9000 3 3 K3 1.9167 3 3 K3 1.9333 3 3 K3 1.9500 3 3 K3 1.9667 3 3 Sunstone Mixed Use - Proposed EXTRAN Sensitivity Analysis Ayres Associates 3 of 12 July 2001 EXT-PR2.DAT/OUT I K3 1.9833 3 3 K3 2.0000 3 3 K3 2.0167 2 3 K3 2.0333 2 2 K3 2.0500 1 2 K3 2.0667 1 1 K3 2.0833 1 1 K3 2.1000 1 1 K3 2.1167 1 1 K3 2.1333 1 1 K3 2.1500 1 1 K3 2.1667 1 1 K3 2.1833 0 1 K3 2.2000 0 1 K3 2.2167 0 0 K3 2.2333 0 0 K3 2.2500 0 0 K3 2.2667 0 0 K3 2.2833 0 0 K3 2.3000 0 0 K3 2.3167 0 0 K3 2.3333 0 0 K3 2.3500 0 0 K3 2.3667 0 0 K3 2.3833 0 0 K3 2.4000 0 0 K3 2.4167 0 0 K3 2.4333 0 0 K3 2.4500 0 0 K3 2.4667 0 0 K3 2.4833 0 0 K3 2.5000 0 0 K3 2.5167 0 0 K3 2.5333 0 0 K3 2.5500 0 0 K3 2.5667 0 0 K3 2.5833 0 0 K3 2.6000 0 0 K3 2.6167 0 0 K3 2-.6333 0 0 K3 2.6500 0 0 K3 2.6667 0 0 K3 2.6833 0 0 K3 2.7000 0 0 K3 2.7167 0 0 K3 2.7333 0 0 K3 2.7500 0 0 K3 2.7667 0 0 K3 2.7833 0 0 K3 2.8000 0 0 K3 2.8167 0 0 K3 2.8333 0 0 K3 2.8500 0 0 K3 2.8667 0 0 K3 2.8833 0 0 K3 2.9000 0 0 K3 2.9167 0 0 K3 2.9333 0 0 K3 2.9500 0 0 K3 2.9667 0 0 K3 2.9833 0 0 K3 3.0000 0 0 $ENDPROGRAM Sunstone Mixed Use - Proposed EXTRAN Sensitivity Analysis July 2001 ' Ayres Associates 4 of 12 EXT-PR2.DAT/OUT 1 ••••••• •••'•U.S•• Envi ronment a l• Protection Agency • Storm Water Management Model (SWMM) • Version 4.4G CDM Beta Release Date - September 16, 2000 • Camp Dresser 6 McKee • Annandale, Virginia - Chuck Moore Compiled ............. •....... *............. ..•.......... Developed by Metcalf 6 Eddy, Inc. University of Florida Water Resources Engineers, Inc. (Now Camp, Dresser and McKee, Inc.) • •............................ September 1970 ....•............... Distributed....•a:d Main...by '••. • •.*...*........... .. U.S. Environmental Protection Agency • Center for Exposure Assessment Modeling (CEAM)- :••• 960 College Station Road A::ena•En60 College Station Road Laboratory t Athens, GA 30605-2720 .......... ......... ........ •.... •.............. This is a new release of Swmm. If any problems occur executing this model .. system, contact Mr. Frank Stancil, U.S. Environmental Protection Agency. • 706/355-8328 (voice) • e-mail: stancileathens.ath.epa.gov Or contact Wayne C. Huber at Oregon St. U.- 541/T37-6150 or wayne.hubereorst.edu ' Or Michael F. Schmidt at Camp Dresser 6 McKee (904) 281-0170 SCHMIDTMFeCDM.COM is•an implementation of•EPA SWMd 4.4G ••• ' :••This "Nature is full of infinite causes which have never occurred in experience" da Vinci ########################################### ' # Pile names by SWMM Block # # JIN , Input to a Block # # JOUT -a Output from a Block # ########################################### JIN for Block # 1 File # 0 Ext-pr2.out ' JOUT for Block # I File # 0 Ext-pr2.out ########################################### # Scratch file names for this simulation. # ########################################### NSCRAT # 1 Pile # 1 SCRTI.UP •............•...•.........................•... •... • Parameter Values on the Tapes Common Block Number of Subcatchments in the Runoff Block (NW)...... 2000 Number of Channel/Pipes in the Runoff Block (NG)...... 2000 Number of Connections to Runoff Channels/Inlets (NCP). 6 Number of Water Quality Constituents (MQUAL).......... 20 Number of Runoff Land Uses per Subcatchment (ULU)..... 20 Number of Groundwater Subcatchments in Runoff (NOW)... 100 Number of Interface Locations for all Blocks (NIE).... 2000 Number of Elements in the Transport Block (NET)....... 500 Number of Storage Junctions in Transport (NTSE)....... 100 Number of Transport interface input locations (NTBI).. 110 Number of Transport interface output locations (NTHO). 500 ' Number of Transport input locations on R lines (NTHR). 80 Number of Transport printed output locations (NTOA)... 80 Number of Tabular Flow Splitters in Transport (NTSP).. 50 Number of Elements in the Extran Block (NEE).......... 2000 Number of Pumps in Extran (NEP)....................... 05 Number of Orifices in Extran (NEO).................... 200 ' Number of Tide Gates/Free Outfalls in Extran (NTG).... 200 Number of Extran weirs (NEW) .......................... 400 Number of Extran Printout Locations (NPO)............. 150 Number of Tide Elements in Extran (NTE)............... 50 Number of Natural Channels (NNC)...................... 1110 Number of Storage Junctions in Extran (NYSE).......... 2000 ' Number of Time History Data Points in Extran (NTVAL).. 500 Sunstone Mixed Use — Proposed EXTRAN Sensitivity Analysis July 2001 tAyres Associates 5 of 12 EXT-PR2.DAVOUT I ' Number of Data Points for Variable Storage Elements in the Extran Block(NVST).......................... 25 Number of Input Hydrographs in Extras (NEH)........... 500 Number of AllowableChannel Connections to Junctions in the Extran Block (NCHN)................ 15 ' Number Rain Gages in Rain and Runoff (MAXRG).......... 200 Number PRATE/VRATE Points for Extran Pump Input(MAXPRA)...................................... 10 Number of Variable Orifices in Kxtran (NVORF)......... 50 Number of Variable Orifice Data Points (NVOTIM)....... 50 Number of Allowable Precip. Values/yr in Rain (LIMRN). 5000 ' Number of Storm Events for Rain Analysis (LSTORM)..... 20000 Number of Plugs for Plug -flow in S/T (UPLUG).......... 3000 Number Conduits for Extran Results to ASCII File(MXFLOW)....................................... 400 ......................................................... • Entry made to the EXTENDED TRANSPORT MODEL (EXTRAN) • developed 1973 by Camp, Dresser and McKee (CDM) with ' • modifications 1977-1991 by the University of Florida. • Most recent update: September 2000 by CDM, Oregon • State University. and R.E. Dickinson • -Smooth runs the water where the brook is deep." ' .................... Shakespeare, •Henry VI, 11, 111, ...... 1 -------------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY •••• EXTENDED TRANSPORT PROGRAM •••• WATER RESOURCES DIVISION ' WASHINGTON, D.C. ANALYSIS MODULE CAMP DRESSER 6 MCKEE INC. ANNANDALE, VIRGINIA Sunstone Mixed -Use Development Proposed Condition Extran Model Ayres Associates JULY 2001 PILE: EXT-PR2.DAT (Sensitivity) ' Control information for simulation ---------------------------------- Integration cycles ................. 10800 ' Length of integration step is...... 1.00 seconds Simulation length .................. 3.00 hours Create equivalent conduits based on incorporating local losses.(no lengthening) ....................... 2 Use U.S. customary units for I/0... 0 Printing starts in cycle........... 1 Intermediate printout intervals of 3600 cycles ' Intermediate printout intervals of. 60.00 minutes Summary printout intervals of...... 300 cycles Summary printout time interval of.. 5.00 minutes Hot start file parameter (JREDO)... 0 Initial time (TXERO).............. 0.00 hours This is time displacement from JIN interface file starting date/time when interface file is used. This also describes starting hour in K3 line hydrograph input when K3 lines are used. Initial date (default) ............. 19410802 (yr/mo/day) NOTE. Initial date from JIN interface file will be used, if accessed, unless IDAT2 is negative. Iteration variables. ITMAX......... 30 SURTOL........ 0.0500 ' Default surface area of junctions.... 12.57 square feet. EXTRAN VERSION 3.3 SOLUTION. (ISOL . 0). Sum of junction flow is zero during surcharge. NORMAL FLAW OPTION WHEN THE WATER SURFACE SLOPE IS LESS THAN THE GROUND SURFACE SLOPE (KSUPER•0).... NJSW INPUT HYDROGRAPH JUNCTIONS.... 2 ' Printed output for the following 2 Junctions 10 20 Printed output for the following 2 Conduits ' 1020 90002 Sunstone Mixed Use — Proposed EXTRAN Sensitivity Analysis July 2001 ' Ayres Associates 6 of 12 EXT-PR2.DAVOUT I 1 1 [1 1 INTERMEDIATE HEADER LINES ARE PRINTED AS IN ORIGINAL PROGRAM IDS ARE WRITTEN AS IN ORIGINAL PROGRAM CONDUIT LENGTHS ON Cl LINE MUST EQUAL IRREGULAR SECTION LENGTH ENTERED ON THE C3 OR X1 LINES (IWLEN • 0) JELEV • 0 (DEFAULT). STANDARD INPUTS ARE DEPTHS NOT ELEVATIONS JOOWN . 0 - Minimum of normal or critical depth will be used at free outfalls (I1). The number of RATE/VRATE pairs will be read on Hl lines as defined by IPRATE on BE line. Characteristic depth for M2 and S2 water surface profiles will be computed as in previous versions of EXTRAN (IM2 0). SEDIMENT DEPTHS WILL NOT BE READ FROM Cl LINES Intermediate continuity output will not be created 1-------------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY •••. EXTENDED TRANSPORT PROGRAM •••. WATER RESOURCES DIVISION WASHINGTON. D.C. •••• •••• CAMP DRESSER 6 MCKEE INC. •••• ANALYSIS MODULE .... ANNANDALE, VIRGINIA Sunstone Mixed -Use Development Proposed Condition Extran Model Ayres Associates JULY 2001 PILE:EXT-PR2.DAT (Sensitivity) 1 .•.aa.....••.•a........ ....... *a.• ................... IMP CONDUIT LENGTH CONDUIT AREA MANNING MAX WIDTH DEPTH JUNCTIONS INVERT HEIGHT TRAPEZOID NUM NUMBER (FT) CLASS (SO FT1 CORP. (FT) (PT) AT THE ENDS ABOVE JUNCTIONS SIDE SLOPES ----------------------------- ----- ----- ---- ------ 1 1020 --------------- 23. CIRCULAR ------- 1.23 ------- --------- 0.01300 1.25 ----- 1.25 10 20 EQUIVALENT N COMPUTED FOR CONDUIT 1020 INPUT N • 0.0130 ENTK • 0.5000 EXITK • 0.5000 OTHERK . 0.0000 ADJUSTED N • 0.0219 ...:.:a::..........a. Input full depth volume............ 2.8839E.01 cubic feet 1 -------------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY "•• EXTENDED TRANSPORT PROGRAM •••• WASHINGTON. D.C. '••• '•" •'•• ANALYSIS MODULE •••• Sunstone Mixed -Use Development Proposed Condition Extran Model Ayres Associates JULY 2001 FILE:EXT-PR2.DAT (Sensitivity) 1 u......a ................. .. a........•.. I ... «........ INP JUNCTION GROUND CROWN INVERT QINST INITIAL CONNECTING CONDUITS NUM NUMBER ELEV. ELEV. ELEV. CPS DEPTH (FT) --- 1 ------ 10 -------------- 4943.00 4938.75 ------ 4937.50 ------- 0.00 --------- 0.00 ------------------- 1020 3 20 4943.00 4938.56 4937.31 0.00 0.00 1020 3 30 4943.00 4937.00 4937.00 0.00 0.00 WATER RESOURCES DIVISION CAMP DRESSER 6 MCKEE INC. ANNANDALE, VIRGINIA 1-------------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY •••• EXTENDED TRANSPORT PROGRAM .... WATER RESOURCES DIVISION WASHINGTON, D.C. •••• •••• CAMP DRESSER G MCKEE INC. •••• ANALYSIS MODULE "•• ANNANDALE, VIRGINIA Sunstone Mixed -Use Development Proposed Condition Extran Model Ayres Associates JULY 2001 FILR�EXT-PR2.DAT (Sensitivity) a. a ................••.•. a...• STORAGE JUNCTION DATA SUMMARY MAXIMUM OR PEAK OR CROWN STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION NUMBER OR NAME TYPE AREA (PT2) (CUBIC FEET) (FT) -------------------------------------------------------------- 10 VARIABLE 35196.48 56663.50 4943.000 20 VARIABLE 69739.55 72735.83 4943.000 30 CONSTANT 100000.00 600000.00 4943.000 .......••.....•............•a•a:...••..•..•.. • PUMP DATA Sunstone Mixed Use - Proposed EXTRAN Sensitivity Analysis July 2001 ' Ayres Associates 7 of 12 EXT-PR2.DAVOUT PUMP NUMBER 1 PUMPED JUNCTION . 20 RECEIVING JUNCTION 30 VARIABLE SPEED PUMP CURVE DATA (I PIMP • 4) ' PUMPED JVNCTION PUMPING DEPTH RATE (FT) (CPS) 0.970 1.000 1.500 2.000 ' .0 4.000 3.470 .474]0 5.000 4.310 5.300 4.S40 7.500 4.690 14.500 4.790 24.700 ' .840 Pumping rattis the is linearly interpolated from the above values. Pumping rate equals 1.000 cfs for depths less than 0.870 feet. Pumping rate equals 40.800 cfs for depths greater than 4.890 feet. PUMP TURNS ON WHEN DEPTH EQUALS 0.100FEET PUMP TURNS OFF WHEN DEPTH EQUALS 0.050FEET ' •••••'•••••FREE OUTPALL DATA (DATA GROUP I1)•••••` • BOUNDARY CONDITION ON DATA GROUP J1 •••.•••.••.• ........... ...•..... ................. OUTPALL AT JUNCTION.... - 30 HAS BOUNDARY CONDITION NUMBER... 1 1_______________________ _________________________-____ ____ ENVIRONMENTAL PROTECTION AGENCY •••• EXTENDED TRANSPORT PROGRAM •••• WATER RESOURCES DIVISION WASHINGTON, D.C. ...• •••• CAMP DRESSER 4 MCKEE INC. ' ••'• ANALYSIS MODULE •••• ANNANDALE, VIRGINIA Sunstone Mixed-Uae Development Proposed Condition Extran Model Ayres Associates JULY 2001 FILE =T-PR2.DAT (Sensitivity) ' __ :•••••••+INTERNAL ITY CONNECTIVINPORMATION CONDUIT JUNCTION JUNCTION ------- ---------------- 90002 20 30 90003 30 0 1 • BOUNDARY CONDITON INPOAMATION ' ••..............••DATA•CROUPS...•...•••....•......... B: NUMBER..WATER SURFACE 6LEVA:ION IS.. 4937.10 FEET. 1941214 0.0000 TEERO 1941214 0.0000000E•00 ••• ' LINE -INPUT HYDROGRAPHS (DATA GROUPS K1-K3) Expect••..• junction. IDs• on each• K2 line...... ' •.... • NJSW INPUT LOCATIONS FROM K2 LINES 10 20 ENVIRONMENTAL PROTECTION AGENCY •••• EXTENDED TRANSPORT PROGRAM ••• WATER RESOURCES DIVISION WASHINGTON, D.C. •••• •••• CAMP DRESSER 6 MCKEE INC. •••` ANALYSIS MODULE •'•• ANNANDALB, VIRCINIA Sunstone Mixed -Use Development Proposed Condition Extras Model ' • Ayres Associates •• JULY200:••• PILr�EXT-PR2.DAT (Sensitivity) ••IAL • INIT MODEL CONDITION• • INITIAL TIME . 0.00 HOURS ' JUNCTION /• DEPTH ••/•ELEVATION •••...> ••• JUNCTION IS SURCHARGED. 10/ 0.00 / 493].50 20/ 0.00 / 4937.31 30/ 0.00 / 4937.00 CONDUIT/ FLOW •.••` CONDUIT USES THE NORMAL FLAW OPTION. ' 3020/ 0.00 90002/ 0.00 90003/ 0.00 CONDUIT/ VELOCITY 1020/ 0.00 CONDUIT/ CROSS SECTIONAL AREA ' 1020/ 0.00 Sunstone Mixed Use — Proposed EXTRAN Sensitivity Analysis July 2001 ' Ayres Associates 8 of 12 EXT-PR2.DAVOUT CONDUIT/ HYDRAULIC RADIUS 1020/ 0.00 CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION 1020/ 4937.50/ 4937.31 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ��•> System inflows (data group K3) at 0.00 hours ( Junction / Inflow,cfs ) 10/ O.00E.00 20/ 0.008.00 ' --••Output Pile edited to remove input discharge printout.... ' ...> System inflows (data group E3) at 3.00 hours ( Junction / Inflow,cfs I Is/ 0.00E.00 20/ O.00E.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # CYCLE 10800 TIME 3 NEE - 0.00 MIN ' JUNCTION / DEPTH / ELEVATION ...> •-• JUNCTION IS SURCHARGED. 10/ 4.14 / 4941.64 20/ 4.23 / 4941.54 30/ 1.00 / 4938.00 CONDUIT/ PLOW ... •• CONDUIT USES THE NORMAL PLOW OPTION. 1020/ 2,55 90002/ 5,21 901031 5,27 ' ................................. FINAL •••• FINAL MODEL CONDITION • • FINAL TIME • 3.00 HOURS •.......... •••....... •.•.••••..•• ' »> ENDING DATE AND TIME OF E%TRAN RUN ARZe JULIAN DATEv 1941214 YR/MO/DA, 1941/ 8/ 2 TIME OF DAYS 3.000 NRS JUNCTION / DEPTH / ELEVATION ... ••• JUNCTION IS SURCHARGED. 10/ 4.14 / 4941.64 20/ 4.23 / 4941.54 30/ 1.00 / 4938.00 CONDUIT/ PLOW• > ••• CONDUIT USES THE NORMAL FLOW OPTION. 1020/ 2.55 90002/ 5.27 90003/ 5.27 ' CONDUIT/ VELOCITY 1020/ 2.08 CONDUIT/ CROSS SECTIONAL AREA 1020/ 1.23 ' CONDUIT/ FINAL VOLUME 1020/ 28.84 CONDUIT/ HYDRAULIC RADIUS 1020/ 0.31 CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION 1020/ 4941.64/ 4941.54 ################################################### ` # Surcharge Iteration Summary # ################################################### Maximum number of iterations in a time step..... 1 Total number of iterations in the simulation.. 21600 Average number of iterations per time step...... 2.00 Surcharge iterations during the simulation...... 0 Maximum surcharge flow error during simulation.. O.00E.00 cfs Total number of time steps during simulation.. 10800 1 ' ..•••.••••CONOU:T- COURANT CONDITION TIME EUMMAR•••...-.. • TIME IN MINUTES DELT > COURANT TIME STEP • EEE BfiLOW FOR EXPLANATION OF COURANT TIME STEP. ••••..••..... •..... .••••.......... *............ •... CONDUIT # TIME(MN) CONDUIT # TIME(MN) CONDUIT # TIME(MN)CONDUIT # TIME(MN) 1020 0.00 1 ..........CONDU.T•COURANT•COND•••ON.SUMMAR•••••. • COURANTT LENGTH • TIME STEP -------------------------------- • VELOCITY . SQRT(GRVT•AREA/WIDTH) ' ••AVERAGE•COVRANT CONDITION TIME STEP(SECONOS)•• Sunstone Mixed Use — Proposed EXTRAN Sensitivity Analysis Ayres Associates 9 of 12 July 2001 EXT-PR2.DAT/OUT ................................................ CONDUIT # TIME(SEC) CONDUIT # TIME(SEC) CONDUIT # TIME(SEC)CONDUIT # TIME(SEC) ----------------- --------- ............................60 1 ....................... ----------------- ----------------- -------- • EXTRAN CONTINUITY BALANCE AT THE LAST TIME STEP ................................................... OUTFLOW OR STREET....... FLOODING':' .•JVNCTION.INFLOW.• .UNCTION INFLOW, FT3 -----.------ 10 5.9460E.04 20 6.6960E.04 JUNCTION OUTFLOW, F173 -------------------- ` INITIAL SYSTEM VOLUME 2.3500E-04 CU FT • TOTAL SYSTEM INFLOW VOLUME . 1.2642E.05 CU FT • INFLOW . INITIAL VOLUME 1.2642E+05 N FT ••TOTAL SYSTEM•OUfPLOW •'••••••-•••••9.6569E.04•N PT ` ' • VOLUME LEFT IN SYSTEM 1.3505E+05 N FT • OUTFLOW . FINAL VOLUME ....................................................... 2.3161E+05 N FT • ERROR IN CONTINUITY, PERCENT . -83.21 ' TEST WRITE•OP ALTERNATIVE CONTINUITY ERROR CALCULATION VOLUME LEFT IN SYSTEM 2.2740E+04 CU. PT. ERROR IN CONTINUITY PERCENT . 56.25 1 # Time H i a t o ry of the H. G. L. ( Peet) # ######################################################### Sunstone Mixed -Use Development Proposed Condition Extras Model Ayres Associates JULY 2001 FILE:EXT-PR2.DAT (Sensitivity) Junction: 10 Junction: 20 Time Ground: 4943.00 Ground: 4943.00 Hr Mn:Sc Elevation Depth Elevation Depth ' 0: 5: 0 4937.50 0.00 4937.31 0.00 0:10: 0 4939.21 1.71 4939.21 1.89 0:15: 0 4939.38 1.88 4939.39 2.08 0:20: 0 4:19.73 2.23 4939.86 2.55 0:25: 0 440.24 2.74 4940.62 3.31 ' 0:30: 0 4941.01 3.51 4941.29 3.98 0:35: 0 4941.86 4.36 4941.79 4.48 0:40: 0 4942.27 0:45: 0 4942.44 4.77 4.94 4942.04 4.73 lyn L 4942.08 0150: 0 4942,51 5,01 4942.06 4.75 11 I 0:55: 0 4942.54 1: 0: 0 4942.55,% 5.04 5.05 4942.03 4.72 ` 4992.00 4.69 5Cr*( j��0 1: 5: 0 4942.54 yr 5.04 4941.99 4.68 l 11Y I� 1:10: 0 4942.53 5.03 4941.97 4.66 1:15, 0 4942.51 5.01 4941.95 4.64 1,20: 0 4:42.49 4.99 4:41.94 4.63 1:25 0 442.47 4.97 441.93 4.62 1:30: 0 4942.45 4.95 4941.92 4.61 1:35: 0 4942.42 4.92 4941.91 4.60 1:40: 0 4942.39 4.89 4941.91 4.60 1:45: 0 4942.36 4.86 4941.90 4.58 1:501 0 4942.33 4.83 4941.89 4.58 1:55: 0 4942.31 4.81 4941.88 4.57 ' 2: 0: 0 4942.28 4.78 4941.87 4.56 2: 5: 0 4942.24 4.74 4941.86 4.55 2:10: 0 4942.19 4.69 4941.84 4.53 2:15: 0 4942.13 4.63 4941.82 4.51 2:20: 0 4942,07 4,57 4941,79 4.48 2:25: 0 4942.01 4.51 4941.76 4.45 ' 2:30: 0 4941.95 4.45 4941.73 4.42 2:35: 0 4941.89 4.39 4941.70 4.39 2:40: 0 4941.84 4.34 4941.67 4.36 2:45: 0 4941.79 4.29 4941.64 4.33 2250: 0 4941,74 2:55: 0 4941.69 4.24 4.19 4941,61 4,30 4941.57 4.26 ' 3: 0: 0 4941.64 4.14 4941.54 4.23 Mean 4941.76 4.26 4941.48 4.17 Maximum 4942.55 5.05 4942.08 4.77 Minimum 4937.50 0.00 4937.31 0.00 Sunstone Mixed Use - Proposed EXTRAN Sensitivity Analysis July 2001 ' Ayres Associates 10 of 12 EXT-PR2.DAVOUT 1 ' J U N C T I O N S U M M A R Y S TAT ' •••••••'• •Mixed Sunstone -Use Development Proposed Condition Extran model Ayres Associates JULY 20n1 FILE:EXT-PR2.DAT (Sensitivity) UPPERMOST MEAN MAXIMUM TIME GROUND PIPE CROWN JUNCTION JUNCTION JUNCTION OF FEET OF FEET MAX. LENGTH LENGIH MAXIMUM SURCHARGE DEPTH IS OF OP JUNCTION ' JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE PLODDING AREA NUMBER (FT) (FT) (FT) f CHANGE (FT) HR. MIN. ELEVATION ELEVATION (MIN) (MIN) (SO.FT) ________ _________ __________ ________ _________ ________ _________ 10 4943.00 4943.00 4941.69 0.0100 4942.55 1 1 _________ ____________ _________ ________ -------- 0.00 0.45 0.0 0.0 2.824E.04 20 4:43.00 4943.00 4941.41 0.0089 4942.08 0 45 0.00 0.92 0.0 0.0 3.829E.04 30 4943.00 4943.00 4938.00 0.0015 4938.00 0 0 0.00 5.00 0.0 0.0 2.000E.05 1 ############################################# # Time History of Plow and velocity # # 0(cfs). Vel(ft/s), Total(cubic feet) # ' ############################################# Sunstone Mixed -Use Development Proposed Condition Extran Model Ayres Associates JULY 2001 PILE:EXT-PR2.DAT (Sensitivity) ' Time Conduit: 1020 Conduit: 90002 Hr:Mn:Sc Plow Veloc. Flow Veloc. ________ ____ ______ -___ ______ 0: 5: 0 0.00 0.00 0.00 0.00 0:10: 0 1.17 0.98 2.78 0.00 0:15: 0 -0.79 -0.65 3.15 0.00 0:20: 0 -2.85 -2.32 4.04 0.00 0:25: 0 -4.90 -4.00 4.84 0.00 0,30. 0 -4.26 -3.48 5.18 0.00 0:35: 0 1.85 1.49 6.94 0.00 0:40: 0 3.80 3.10 18.16 0.00 0:45: 0 4.77 3.88 22.27 0.00 ' 0:50, 0 5.35 4.36 20.23 0.00 0:552 0 5.67 4.62 17.22 0.00 1: 0: 0 5.83 4.75 14.91 0.00 1: 51 0 5.89 4.80 11.85 0.00 1:10: 0 5.94 4.84 13.03 0.00 ' 1:15: 0 5.91 4.82 12.32 0.00 1:20: 0 5.86 4.78 11.80 0.00 1:25: 0 5.83 4.75 11.13 0.00 1:30: 0 5.78 4.71 10.67 0.00 1035: 0 5.65 4.61 10.34 0.00 1:40: 0 5.52 4.50 10.08 0.00 ' 1:45: 0 5.41 4.41 9.60 0.00 1,50, 0 5.30 4.32 9.16 0.00 1:55. 0 5.18 4.22 8.83 0.00 2: 0: 0 5.06 4.12 8.57 0.00 2: 5: 0 4.87 3.97 7.96 0.00 2:10, 0 4.67 3.80 7.42 0.00 ' 2:15: 0 4.41 3.60 7.20 0.00 2,201 0 4.18 3.41 6.93 0.00 2:25: 0 3.94 3.21 6.66 0.00 2:30: 0 3.70 3.02 6.37 0.00 2:35: 0 3,47 2.83 6.08 0.00 2:40: 0 3.25 2.65 5.79 0.00 ' 2:45: 0 3.03 2.47 5.50 0.00 2:50: 0 2.83 2.30 5.30 0.00 2:55: 0 2.66 2.17 5.28 0.00 3: 0: 0 2.55 2.08 5.27 0.00 Mean 3.52 2.86 9.02 0.00 Maximum 5.94 4.84 22.27 0.00 Minimum -4.90 -4.00 0.00 0.00 Total 3.797E.04 9.7469.04 1........................................................... C O N D U I T S U M .M A R Y S T A T I S T I C S .. ................................... ................. ..• Sunstone Mixed -Use Development Proposed Condition Extran Model ' Ayres Associates JULY 2001 FILE:EXT-PR2.DAT (Sensitivity) CONDUIT MAXIMUM TIME MAXIMUM TIME RATIO OF MAXIMUM DEPTH ABOVE LENGTH CONDUIT DESIGN DESIGN VERTICAL COMPUTED OF COMPUTED OF MAX. TO INV. AT CONDUIT ENDS OF NORM SLOPE CONDUIT FLOW VELOCITY DEPTH FLOW OCCURRENCE VELOCITY OCCURRENCE DESIGN UPSTREAM DOWNSTREAM FLOW ' NUMBER (CPS) (PPS) (CPS) HR. MIN. (PPS) (MIN) (FT/FT) HR. MIN. FLOW-- ---(IN) ______ _______ ________ _ _______ ___---- _______ __________ 1020 3.45E.00 2.81 15.000 5.94E.00 1 10 4.84 _-(FT)---(FT)---_ ----- ______ 1 10 1.72 5.05 4.77 0.5 0.00808 90002 UNDEF UNDEP UNDEP 2.23E.01 0 45 90003 UNDEP UNDEP UNDEF 2.23E.01 0 45 Sunstone Mixed Use - Proposed EXTRAN Sensitivity Analysis July 2001 ' Ayres Associates 11 of 12 EXT-PR2.DAVOUT • SUBCR ITICAL AND CRITICAL PLOW ASSUMPTIONS FROM • SUBROUTINE HEAD. SEE FIGURE 5-4 IN THE EXTRAN URTHER INFORMATION. ....... MANUAL...............................urn. LENGTH LENGTH LENGTH LENGTH OF OF OF UPSTR. OF DOWNSTR. MEAN TOTAL MAXIMUM MAXIMUM CONDUIT DRY SUBCRITICAL CRITICAL CRITICAL PLOW AVERAGE PLOW HYDRAULIC CROSS SECT NUMBER FLOW(MIN) FLOW(MIN) FLOW(MIN) FLOW(MIN) ____________________ (CPS) 4 CHANGE CUBIC FT RADIUS(FT) AREA(FT2) ' __________ _________ 1020 7.02 172.98 0.00 0.00 --------- 3.40 0.0882 --------- --------- -_____-__- 3.6721E.04 0.3802 1.2272 90002 UNDEFINED UNDEFINED UNDEFINED UNDEFINED 8.94 9.6569E-04 90003 UNDEFINED UNDEFINED UNDEFINED UNDEFINED 8.94 9.6569E-04 ••AVERAGE t•CHANGE IN JUNCTION OR CONDUIT IS DEFINED ASo•••: • CONDUIT 4 CHANGE > 100.0 ( Q(n.l) - Q(n) ) / Qfull • JUNCTION � CHANGE ..> 100.0 ( Y(n.l) - Y(n) ) / Yfull ............................. uu....r, u...*............... The Conduit with the largest average change... 1020 had 0.088 percent ' The Junction with the largest average change... 10 had 0.010 percent ...> Extended Transport model simulation ended normally. .... SWMM 4.4G simulation ended normally. ' Always check output file for possible warning messages. > Your input file was named . c:\work\sunstone\ext-pr2 ...> Your output file was named: c:\work\sunstone\ext-pr2 ....•.. EWMM.4.4G...Simulation •Date•and Time Summary • ' •• rn •• Starting Date... July 10, 2001 • Time... 23:19,19.600 • Ending Date... July 10, 2001 Elapsed Ti... 1.282 minutes. Elapsed Time... 76... seconds. ... .. , imeme., ...,,n...?..n0:.948 econn.n....r... I Sunstone Mixed Use — Proposed EXTRAN Sensitivity Analysis Ayres Associates 12 of 12 July 2001 EXT-PR2.DAVOUT - 1�,, ,,� ,��. I , - , -�,t - ,� -- - - - - , -, I", � i t.- I I , ,;". , . � " - - I -1 - .. 11 I -, , � � I , ,-� � Z (- Z -, - - I 1_ -, I ,� � ---' � ,-, -.t­,� - , -,, ­ I I . , 'I , '... , - .. t � , ,-, " I., I I'll - , - ��,, . �- , I , I , . , -, ". -`-- ,-" - � it - . , 1 -, -, - - 1. -, "I - - , " - , '- , - -�'. ? , �, ,P. " .,� � .1 -. " -, ,, . - , , , t" ,-,- �-, ", I -1 - , .4'. . -, . 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"", '. , " 1- .1 . , , - . , I .1 . , , � �� . t; �`.-' - , , f , - , � .� . t I , - , , � : � " . , . . ��.. 7 � , I , � , .), .. 1, ", , " , 4, , . . . � I � . : , , � � i. . *., � � , � �;, , � . � . , ,1 ,- , -,. � I -1 �`, 1AIRES ASSOCIATES 1 t°uflongl n1e>�,�� Cw�cu�{lon� - i 5L)Hmitn 1 (5vA Rewk „)W) 1 &er,= �164%n5 Imper✓1005 s f.% ac x OMS per✓rorg = 0.9. ac x O•ao 1in<= IBl (! - Car) mv: (137(br-O.�' -- 5 3 t oc ro = (Lg� (I, f - b7!•�150�!•��a'�5_--�;1;�-,-„.-f-=.._._�_: - - 1.1 rAeAA 3.1 M.n a lo.a'...,,A 1 L.nO: B.g..n'h♦ 1 1 i i 1 i 1 1 1 1 1 ,prroo: 64' o4 : Or�1 (I•d5) �Sg..n f,ii�a•18ac� : �1:.).L , = Qro = Xfc' A : (0.71)(f.c) (3,8:,��h•) (a ��G�) = 1.5 c(s - .Subba�fna (�Of4k 'PA (k,„�L04) �-rcA= a•584� rM perMou3 c ►. 3aa� x OAS perdrwS - r'•1Gae x0do / 0.56 -.0 Coerftue (r/a�laV� �y $ rvfril 1.61�J•I - 6.513• Las) ISg t<oF to (687(f.l -6•SS) I50"Q>/av3 : q;5 Mtrl = (3aoF1 �!•S Fps) c ox� / p = 3'3 Mrn 1�G160: (��•Srnr^j 33ro.n: /0•� rnr�1 -� G, nO° %•,%F rn'/ham `•Gro /'I.GJ nirn+3'3m.n: aa 01101 Qroo= (>7.sa)CI•as) (7.7 Ig")0,58c.) Qry Project No. 2 ? W Remarks Prepared by (- Date C l4OI > Project Name 5ulto,� t,i,xr� is Checked by Date Title/Item �4t G U.1,Ct 4'r{%ri?c Un t� .'ve) Sheet of 1 1 i AIRES ASSOCIATES 5o 64:)fn 3 (56en eret4 Dri.e) _ Are c,= 1.&1a& fvn pery,voi L I. I gat. x 0•ci5 ?e,,Ovoj sp.Al9ac x O,Ro 0' 73 = 'c �t�iue.+}- - - - - toc fou= 0'97 (f.l-6.751PS) -50VA)/a'(S ,.owivi tt (400Fl/d•5�'ps + �7of+/afps) �- ��+/roxc = 8.3M�� ..- -- - ._._ . "tctoo= a•o.M,nf 8.3min = 10�3mr., y L,00= %.%rn'H� icy = 3.9rn��; 8�3r,rn = Ia•dm�� � ca:a,brn'hr Qloo= Qa - Co,73) (�►.o) (a.o,.,�h,) (I• ��at.) - a•4 c. Project No. Remarks Prepared by Date Project Name Checked by Date Title/Item Sheet of I [J 1 [] I 1 11 City of Fort Collins Rainfall Intensity -Duration -Frequency Table for using the Rational Method (5 minutes - 30 minutes) Figure 3-1 a Duration (minutes) 2-year Intensity in/hr 10-year Intensity in/hr 100-year Intensity in/hr 5.00 2.85 4.87 9.95 6.00 2.67 4.56 9.31 7.00 2.52 4.31 8.80 8.00 2.40 4.10 8.38 9.00 2.30 3.93 8.03 10.00 2.21 3.78 7.72 11.00 2.13 3.63 7.42 12.00 2.05 3.50 7.16 13.00 1.98 3.39 6.92 14.00 1.92 3.29 6.71 15.00 1.87 3.19 6.52 16.00 1.81 3.08 6.30 17.00 1..75 2.99 6.10 18.00 -1.70 2.90 5.92 19.00 1.65 2.82 5.75 20.00 1.61 2.74 5.60 21.00 1.56 2.67 5.46 22.00 1.53 2.61 5.32 23.00 1.49 2.55 5.20 24.00 1.46 2.49 5.09 25.00 1.43 2.44 4.98 26.00 1.40 2.39 4.87 27.00 1.37 2.34 4.78 28.00 1.34 2.29 4.69 29.00 1.32 2.25 4.60 30.00 1.30 2.21 4.52 DRAINAGE CRITERIA MANUAL RUNOFF 5( 3( 1- 2 C z W U cc W a I z W a O 5 in LU cr 3 m O U 2 W H Q t; 1 FAAN A ' I ,■■■■� �MENEM= IAA SEEN m I. ■■■■ �Fi1 ■■■� a�ME■���r �r�■rs�� �iio■■■�� �rAM ►in 5 .1 Z .a .b 1 2 3 5 10 20 VELOCITY IN FEET PER SECOND FIGURE 3-2. ESTIMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAL FORMULA. *MOST FREQUENTLY OCCURRING"UNDEVELOPED" LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrology For Small Watersheds" Technical Release No. 55, USDA, SCS Jan. 1975. 5 -1-84 URBAN DRAINAGE & FLOOD CONTROL DISTRICT 1 1 1 1 1 1 1 1 1 Sunstone Mixed -Use Development HEC-22 Analysis 30" / 24x38" Storm Sewer Project: Sunstone Mixed -Use Client: Reaftec Tailwater Elevation: 4942.47 R Starting Critical Depth: 2 Tailwater Velocity: 0.00 s tP Tailwater Elevation: 4942.47 Ayres Associates a,00�,.,1 ai DAermn& A&i c4 015,nIJ. 50 e4edafio„= 45,4 4.38 De6_r?%l6,e Qc^r /(�+ at -5p,II c(eu fwo T]"On', r%4PCIC, too P I pc = ay. 136(5 7/11/01 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 c d E d O V ' N Q N N d E ' � m cl) Er c d X c � ? dl ec)EU m O 1 1 1 1 1 Sunstone Mixed -Use Development HEC-22 Analysis 30"/24x38"Storm Sewer Project Sunstone Mixed -Use Client: Realtec Tailwater Elevation: 4942.47 It Starting Critical Depth: 2 Tailwater Velocity: 0.00 fps Tailwater Elevation: 4942.47 Upstream Pipe Pipe Dia. I1p! 1Pipe Wetted Hydraulic Structure ID Or Height Type Area Perimeter Radius Ayres Associates (cfs) I (ft) I Downst. I Upstream (fVR) n Check Full -.....,.,,' SZpe Velociry (ry) Depth Condition Head Slope Loss I Structure I Structure I (From (it) Out Out Tahle R EGL HGLi I Upstream Ground Structure Structure TOC Elevation In I I I Elevation GAG = 5p, If c le✓l 7/11/01 I 1 1 1 11 N N T C C Q N N U W C W E a O t d ' N O >> da N y m N K c K N o m 2 - c 0 ap = m N C)U 2 C R « N fA in a U 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 AIRES ASSOCIATES Arco J lei- des iy h 5w;+1/1(1�17j�vi , ��5cv�a of 3b"2cP af�= A,141 pz a dOi� Opor ry pe l 3 j n 1GT opernarea= a•3a s�/fn14 (9dopcmnp e 1,14"A 7'S�r.��) %vial openaeeA= 4.64 5r. a= lii� aV 9�I i�=eii�n Ye �e#S� f �F= �glC�rl�IJc.�ton�ue`mr �,8) opeei kla (4,& 4 9�) , g = 3a,a�flx�z , FI = d eY1.7 (0 8 0 'w)(4,&4)a��`�'`� J 4110,Ja61c 100 yrur Jcpf� -- llsfea ✓ Project No. Remarks Prepared by Date Project Name Checked by Date Title/Item Sheet of tProject Description Worksheet Flow Element ' Method Solve For StoneyCreekDrive Ca Irregular Channel Manning's Formula Discharge Worksheet Worksheet for Irregular Channel 56o-y Cre(4 Drive, 5}ree� Capac((y Wlmor tivrrn, Not(F 5f-rtd 5eebar] Input Data Slope 004000 ft/ft �— Slopc Water Surface Elev. 0.39 ft O-OP4,r eu/b) tJeJer SurrZice (?l e✓aboi ' Options Current Roughness Methc oved Lotter's Methoc Open Channel Weighting oved Lotter's Methoc losed Channel Weightinc Horton's Method ' Results Mannings Coeffic 0.016 ' Elevation Range 1.00 Discharge to 0.51 4.31 cfsC Urt}Gc>�rC� gl�o.�uble cc, faaci Y Flow Area 2.5 ft2 /JedUGnI �on aciw =•S Wetted Perimete, Top Width 16.51 ft 16.42 ft II p� �S�S• t1�Ip�JA��eCaPaClr1/= ' Actual Depth 0.39 ft Critical Elevation . 0.36 ft Critical Slope 0.007248 ft/ft Velocity 1.69 We Velocity Head 0.04 ft Specific Energy 0.43 ft Froude Number 0.76 Flow Type Subcritical Roughness Segments Start End Mannings Station Station Coefficient 0+00 0+23 0.016 Natural Channel Points Station Elevation (ft) (ft) 0+00 0.51 0+04 0.39 0+05 0.00 0+06 0.11 0+23 0.44 5�tef5eckdvl Project Engineer: Chris Doherty ' f:\sunstone\flowmaster\stoneycr-capacity.fm2 Owen Ayres & Associates, Inc FlowMaster v6.0 [614e] 12/21/00 04:45:58 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Worksheet Worksheet for Irregular Channel L 11 1 Mannings Coefficiei Water Surface Elev ' Elevation Range Flow Area ' Wetted Perimeter Top Width Actual Depth Critical Elevation Critical Slope ' Velocity Velocity Head Specific Energy ' Froude Number Flow Type Project Description Worksheet StoneyCreekDrive Ct Flow Element Irregular Channel Method Manning's Formula Solve For Channel Depth Input Data Slope 004000 Wit Discharg, 4.80 cis LL (q�TpiC� diSr la,�c (a,'�ciy /fj Sff�cK.1})n t4cT� Options Current Roughness Methcrved Lotter's Method Open Channel Weighting rved Lotter's Method Closed Channel Weightint Horton's Method Results 0.016 0.40 ft G- QGTItgA YID C � to jer 4rwi efo�-�v� KL7h � .00 to 1.00 2.8 ftz 17.75 it 17.67 it 0.40 it 0.37 ft 0.007147 ft/ft 1.71 ft/s 0.05 it 0.45 ft 0.76 Subcritical - o veer- eVe4- Roughness Segments Start End Mannings Station Station Coefficient ' 0+00 0+23 0.016 Natural Channel Points ' Station Elevation (it) (ft) 0+00 1.00 0+00 0.51 ' 0+04 0.39 L Lw 5�r Si!ck 0+05 0.00 0+06 0.11 ' 0+2323 0.44 0+23 1.00 ' Project Engineer: Chris Doherty f:\sunstone\hydraulics\stoneycr-capacity.tm2 Owen Ayres & Associates, Inc FlowMaster v6.0 (614e] 05/14/01 10:37:43 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Worksheet Worksheet for Irregular Channel Project Description Worksheet StoneyCreekDrive Ct Flow Element Irregular Channel Method Manning's Formula Solve For Channel Depth ' Input Data Slope 004000 tuft —SWpc I �f Discharge 28.00 cfs I ' J Options Current Roughness Methc oved Lotter's Methoc ' Open Channel Weighting oved Lotter's Methoc Closed Channel Weighfin< Horton's Method Results Mannings Coefficiei 0.016 tmI r�UMc 1 \ Water Surface Elev. 0.68 ft 1!9— Qc A U� [h l� Q/�A Elevation Range i.00 to 1.00 ' Flow Area 9.0 ft2 Wetted Perimeter 23.50 It ' Top Width 23.00 It Actual Depth 0.68 ft Critical Elevation 0.65 ft Critical Slope 0.005385 fuft Velocity 3.10 fus ' Velocity Head 0.15 It Specific Energy 0.83 It Froude Number 0,87 Flow Type Subcrifical Roughness Segments ' Start End Mannings Station Station Coefficient 0+00 0+23 . 0.016 tNatural Channel Points ' Station Elevation (ft) (ft) 0+00 1.00 0+00 0.51 0+04 0.39 0+05 0.00 51 C 1�GU� 0+06 0.11 ' 0+23 0.44 0+23 1.00 [1 Project Engineer: Chris Doherty ' f:\sunstone\flowmaster\stoneycrcapacity.fm2 Owen Ayres & Associates, Inc FlowMaster v6.0 [614e] 01/09/01 02:35:52 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 II II L 1 [] 'I II 1 RAINFALL PERFORMANCE STANDARD EVALUATION PROJECT: SJn�}t�t Est STANDARD FORM A COMPLETED BY: ChO5 Dvheilk, &aj ►is50c(e,+0 DATE: -1 II 01 DEVELOPED ERODIBILITY Asb Lsb Ssb Lb Sb PS SUBBAgIN ZONE (ac) (ft) M (feet) M I ae� a.g 425 .7. 72,10 a rnaleraiC a.G 450 1 - 71,51 3. mo�erq}L II. q5o ] ' MARCH 1991 8-14 DESIGN CRITERIA EFFECTIVENESS CALCULATIONS 1 i 1 I 1 I I PROJECT: 5,,n16 a Motej Oic STANDARD FORM B COMPLETED BY: _C�n r� Do �+cr i y &ry &.puLi r-� DATE • -71I 01 Erosion Control C—Factor P—Factor Method Value Value Comment 564*hC l• tralo 56 Fence 1.0 0,So, Te4.poro.y vejc. ►}1or, 0A 5 1100 Aepk%lI Rwemen� 0,01 1,60 Grudol I,,�+�il�tr I.00 0,50 MAJOR PS SUB AREA BASIN BASIN (Ac) CALCULATIONS I a• 8 p'��"� b,q acrc5 Sed,Aen�•{n,p 2,garrr� fc.,,po� vr9 t•�acrc�. . 51, - , s • 4,001 4,9 ,o,45)/2,B 0,.31 PAJW G : c 2 0.6 frwle7 v• cacro scd,o*cn•I rkp = a•GWO 11,21or�^/ v� - * I,lacios 1= C cFo, (( xi •,ot + 1, 7 3o p4c, r : G, 50 t:= (I-Cr7.3o�(050))400 SS'% 3 I•� �rI J b•5acreg yrr,��l F(k� 1•lacri� S,l� �rnco (.aiac res tcvn p ✓eg 1, 24vc5 6fuC,6r= C6,5 •.CI f 1,2 .49)�(7 : 0,32 r��r = 0,5 , p.5 = b•a5 ' MARCH 1991 8-15 DESIGN CRITERIA