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HomeMy WebLinkAboutCT 12-07; Valley 17; Hydrologic and Hydraulic Report; 2014-03-18Final Hydrologic & Hydraulic Report for CT 12-07 / SDP 12-07 Valley 17 Carlsbad, CA DWG-480-4A & 480-4 August 14, 2014 Prepared for: City Ventures 1900 Quail Street Newport Beach, CA 92660 Prepared by: HurrpzuARS Huitt-Zollars, Inc. Thousand Oaks 90 E Thousand Oaks Blvd, Suite 201 Thousand Oaks, CA 91360 Phone (805) 418-1802 Fax (805) 418-1819 a^n^Cha^man, P.E. HZ^b4). 19-0110-60 Date Table of Contents Table of Contents 2 Introduction 3 Objectives 3 Methodology 4 Drainage Concept ; 4 Detention 5 Summary and Findings 6 Results/Conclusions 6 Appendix 9 HUnPZCllAl^ Page 2 Introduction This report has been prepared to provide an analysis of drainage patterns and improvements related to the construction of the housing development located at Valley Street and Oak Avenue, in the City of Carlsbad, California. This project proposes to develop an existing vacant parcel into 17 units of single-family housing. The project is bounded by Valley Street to the northeast, Oak Avenue to the northwest, and existing development to the southwest and southeast. The project will replace existing land that has been used for farming. The soil appears to be in an unmaintained state with various natural plants currently growing across portions of the site. Per the San Diego County Hydrology Manual's soil map as well as information obtained from the site Geotechnical Report, the soil underlying the parcel is a combination of Type "B" and Type "D" soil. Runoff from the site currently collects in the southern portion of the site, pools, and then drains via two collection points into an existing storm drain system that drains to the west. This storm drain is covered until its discharge point into the lagoon. Proposed improvements to the site include the housing units with associated roadway improvements (street, curb, gutter, and sidewalk) as well as a proposed onsite storm drain systems that will collect runoff from individual lot systems included to provide a detention component to reduce 100-year storm flows to appropriate values in addition to water quality treatment. This system will intercept flow and convey it into the existing storm drain system to the northwest. The following report will identify stormwater runoff quantities for the existing and proposed conditions, as well as outline and discuss the implementation of proposed drainage. Objectives The objectives of this report are to (1) determine existing and proposed stormwater flow rates for this project based on existing topography and infrastructure, and to (2) provide a complete comprehensive design of the proposed onsite drainage system and potential mitigation that will be needed to address changes to flow patterns. This project will be subject to City of Carlsbad SUSMP (Standard Urban Stormwater Mitigation Plan) requirements. This project is exempt from hydromodification requirements per the "Hydromodification Exemption Analysis for Select Carlsbad Watersheds" by Chang Consultants, dated June 10, 2013. This project will, however, comply with applicable Treatment Control BMP and LID (Low Impact Development) standards. The issue of hydromodification and water quality treatment is covered in detail in this project's Final Storm Water Management Plan, prepared by Huitt-Zollars under separate cover. Due to capacity of downstream drainage systems, this project will require a reduction of the peak 100-year flow rate to a flow rate determined as being allowable per downstream capacity. This value was Hlllll/OIIARS determined by the City of Carlsbad in conjunction with Tory R Walker Engineering. By combining LID principles and detention system design as part of the onsite mitigation, the allowable discharge values will be met. Methodology Hydrology calculations performed for sizing the proposed curb inlets (utilizing the offsite flows) were performed using the design criteria and methodology outlined in the 2003 San Diego County Hydrology Manual. This procedure was utilized to determine the offsite time of concentration and composite "C" value, which was then utilized in the rational method (Q=C*I*A) to determine the flow into each of the three curb inlets. Calculations presented in this study were performed using the 2012 Advanced Engineering Software (AES) San Diego County rational method module. Onsite detained flows were calculated using the PondPack software. This software uses the Modified Puis surface flow routing methodology to calculate detained flows. Input hydrographs for each of the individual lot basins were calculated using the criteria outlined in the 2003 San Diego County Hydrology Manual with calculations provided within the attachments to this report. Inputs into the AES program assumed a 2.6 inch 6-hour precipitation depth for the 100-year design storm. Land use was based on approximate average density per visual observation of aerial photographs and the land use of the undeveloped future housing tract assumed was entered as agricultural use. Input and output data specifics may be found in the hydrology calculations, included as an attachment to this report. Elevations, flow path lengths, and resulting flow path slopes were determined based on as-built data and verified through field observation. Drainage Concept Currently, the project site consists of vacant, agricultural land. Existing drainage is surface flow, generally sheet flowing to the south where much of the site collects in a shallow depression approximately 100' north of the southerly property line. The flow collects in this depression and likely infiltrates over time for a majority of design storms. Some evidence of drainage systems in this area has been observed to mitigate this situation; however, it is unclear how these have functioned, where they may drain, and what the ultimate hydraulic capacity of this system is. As a result, the allowable flow for the site was determined based on the flow capacity of the downstream system based on meetings between the City of Carlsbad and Tory R Walker Engineering, who was retained by the City to represent the City and provide technical guidance and review of the approach. Tory R Walker Engineering provided to the City of Carlsbad a review document entitled "Technical Review of Valley 17" dated June 17, 2014. This document addressed the allowable flow from the site, and provided two options for mitigating flow. The first of these options utilized a proportionate flow approach HUIlIyl)ll\l<S Page 4 and determined the allowable flow from the site as being 5.5 cfs. This approach was utilized for this report and the attached calculations represent this approach. The site contains an existing channel that connects to an underground storm drain within a 20' easement along the southern property line, This feature collects flow draining from the south and east, and then connects to the existing catch basin in Oak Avenue before draining to the northwest. The project proposes a new roadway (Frazier Avenue) that connects to existing James Drive. This roadway is designed with two localized sumps which will contain curb inlets to intercept flows. These curb inlets will connect to the existing downstream system extending the existing 36" pipe. Offsite drainage is tributary to these sumps, with hydrology calculations included as discussed above. To mitigate flows and provide LID features to the site, flow reduction is proposed using individual lot detention, accomplished using an oversized biofiltration basin with additional capacity to address detention needs. Roadway treatment is proposed using a combination of vegetated swales and catch basin inserts. These BMPs are discussed further from a treatment aspect in the site SWMP report, under separate cover. Detention systems are proposed as part of the individual lot biofiltration basins, with excess volume included in these systems to provide this mitigation. Sizing is based on the included calculation sheets. Stormwater will be conveyed into private storm drain systems outside of the public right-of-way, and will drain directly into the proposed public storm drain in the easement on the southwest side of the site. As a result, cross-lot drainage easements will be required. Roadway runoff will be handled separately, with mitigation occurring via two vegetated swales adjacent to the curb inlets. With the combined lot detention systems, site peak flow rates will be reduced to allowable levels as discussed previously. Detention As discussed in this report, development of this project increases runoff peak flow rates. As a result, mitigation of the 100-year storm peak flow rate is required. This is proposed to be accomplished through oversizing the individual lot biofiltration systems to provide extra volume, allowing restricted flows to enter the storm drain system that are reduced to less than that of the existing condition. Assumptions used in the design of the detention and anticipated to be verified in the final report are as follows: • 18" maximum ponding depth (6" above the media plus 12" additional) with additional 3" of freeboard in the individual Lot 1-12 basins and an additional 6" of freeboard in the combined Lot 13-17 basin. HiirnyoiiARS ^^^'^ • Downstream outlet is constructed 3' vertically below the detention invert (to account for biofiltration media and water quality volume, and with orifice constructed within the riser) To generate the hydrographs used to determine the mitigated flows, San Diego County methodology was used to calculate individual lot hydrographs, which were then routed through each basin. These hydrographs were then converted to volumes. The large basin that collects flow from Lots 13-17 is shown with actual design elevations. The individual lot basins proposed for Lots 1-12 utilize identical footprints. For simplicity due to the duplicative design nature, these are provided with relative elevations, assuming a soil surface elevation of 99.5, orifice invert at an assumed elevation of 100, and a maximum ponding water surface elevation of 101. Summary and Findings The proposed improvements will enhance existing runoff conditions for the site and areas tributary to the site by collecting and conveying flow in an orderly manner. As discussed previously, onsite individual lot detention will be provided to mitigate onsite flows to total less than the 5.5 cfs determined to be allowable for this project. First flush treatment is discussed in the SWMP report. Mitigated flow calculations (detention calculations) are provided as an attachment to this report. These calculations are based on additive flows calculated on a per-lot basis utilizing the PondPack software (providing a conservative design as peak flows will not actually line up as provided). Mitigated Q for the site is approximately 5.20 cfs (adequately below the 5.5 cfs allowable). The following factors are not accounted for in the model: • Travel time in the private pipe from individual lot outlets to the confluence (increasing the time of concentration and therefore, reducing the confluence peak flow) • Differing lot hydraulics (which would translate to peak flows not lining up due to differing times of concentration) • Effects of the biofiltration strip in the public right of way (which will detain roadway flows entering the system as well as infiltrate portions of said flows) These cumulative impacts will ultimately serve to reduce flows to below the values calculated. Consequently, calculated values are a conservative approximation of the total peak flow. Results/Conclusions The proposed Valley 17 improvement project will develop approximately 3.5 acres of existing agricultural farmland to 17 single family housing units, and associated roadway and utility improvements. These improvements increase the peak flow rate during the 100-year storm event; however, this flow increase will HUITP/OIIAKS Page 6 be mitigated by proposed detention systems that will reduce the flow to an acceptable level, determined to be a value of 5.5 cfs. These detention systems will consist of individual lot oversized biofiltration systems to address lot peak flow increases. The following table provides the summation of lots and roadway areas that is provided in the appendices to arrive at the 5.20 cfs value referenced herein: Lot QBIOTREATMENT (cfs) QDETENTION (cfs) SQouT (cfs) Orifice Diameter (in) Orifice Invert Elevation 1 0.03 0.19 0.22 2 %" 155,36 2 0.03 0.19 0.22 2y4" 155,09 3 0.03 0.22 0.25 3" 155.40 4 0.03 0.19 0.22 2y4" 156.50 5 0.03 0.22 0.25 2y4" 158.40 6 0.03 0.19 0.22 2 y4" 161.90 7 0.03 0.22 0.25 3" 166.30 8 0.03 0,19 0.22 2 y4" 163.80 9 0.03 0,22 0.25 3" 161,70 10 0.03 0,19 0.22 2 y4" 160.00 11 0,03 0,22 0.25 3" 158.40 12 0.03 0,30 0,33 3/2" 156.75 13-17 0,12 0,37 0,49 2 V2" (2) 156.65 Frazier Ave (W) N/A N/A 1,02 Frazier Ave (E) N/A N/A 0,79 Total 0.48 2.91 5.20 Note that Lots 13-17 (combined basin) and Frazier Avenue (E) enter the drainage system at the northern inlet within the Frazier/James intersection and combine with offsite flow for a total inlet flow of 24.99 cfs. The southern curb inlet adds 14,09 cfs, and at a location downstream ofthis curb inlet, an intermediate inlet /junction structure adds the combined flow of Lots 7-12 (1,52 cfs) and an offsite area that contributes 1.23 cfs. Lots 1-6 join the main system at the curb inlet within Oak Avenue. The two proposed inlets at the knuckle of the James Drive and Frazier Avenue intersection will experience periodic shallow flooding based on the hydraulic grade line model that is included as an attachment to this report. This flooding condition is expected to dissipate within 10 minutes assuming that the San Diego County Hydrology Manual intensities are correct (which are generally assumed to be highly conservative). This said, the alignment of the 36" is unchanged, and the entrance to this system is within an area that is not regularly maintained. The hydraulic grade line issue will still exist in this case, which demonstrates that the development of this project will improve the situation and contain flooding to the general roadway area. HUlIIyDI IA1<S Page 7 Beyond the tract boundary, the inundation is mostly within the curbs and at no point does the inundation affect existing or proposed homes. The inundation extends approximately 7" above the curb maximum in the 100-year storm event and the limits of this inundation are included within the attachments to this report. Proposed BMP's installed as part of the development per this report will improve stormwater quality leaving the site and will provide treatment of runoff in accordance with SUSMP policies. HUrrrZOllAKS page 8 Appendix Attachment A, Supporting San Diego County Hydrology Manual Exhibits Attachment B, Offsite AES 100yr Calculations Attachment C, Hydrograph Generation - Individual Lots Attachment D. Hydraulic Calculations Attachment E, Hydrology Exhibit Attachment F. Technical Appendix - PondPack Calculations HIIIIPZOIIARS Page 9 Attachment A Supporting San Diego County Hydrology Manual Exhibits 7 8 9 10 20 30 Minutes 40 50 1 Duration Directions fbr Appiication: (1) From precipitation nnaps determine 6 tir and 24 tir amounts for ttie selected frequency. Ttiese maps are included in the County Hydrology Manual (10,50. and 100 yr maps included in ttie Design and Procedure Manual). (2) Adjust 6 tir precipitation (if necessary) so that it is within the range of 45% to 65% of the 24 hr precipitation (not applicaple to Desert). (3) Plot 6 hr precipitation on the right side of the chart. (4) Draw a line through the point parallel to the plotted lines. (5) This line is the Intensity-duration curve for the location tieing analyzed. OA = 4.7 IS. = 24 •P24 55 %m Application Form: (a) Selected frequency 100- year (b) Pg = 2.6 in., R (c) Adjusted Pg'^' = 2.6 in (d) tjj = min. (e) I = in./hr. Note: This chart replaces the Intensity-Duration-Frequency curves used since 1965. P6 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 Duration 1 1 1 1 1 1 1 1 1 1 1 5 2.63 3.95 5.27 6.59 790 922 1054 11,86 13 17 1449 1581 7 2.12 3.18 4.24 5.30 6.36 7.42 8,48 9,54 10.60 11.66 12 72 10 1 68 2.53 3.37 4,21 5,05 5,90 6,74 7.58 842 9.27 10 11 15 1.30 1.95 259 324 3,89 4.54 5 19 5.84 649 7.13 7,78 20 1.08 1.62 2 15 269 3,23 3.77 4,31 4.85 5.39 5.93 646 25 0,93 1.40 1 87 233 280 327 373 4.20 4.67 5 13 560 30 0.83 1 24 1 66 207 249 290 332 3 73 4.15 4.56 498 40 069 1 03 1 38 1 72 207 241 2 76 3 10 345 3,79 4 13 50 060 0.90 1.19 1 49 1,79 209 239 2,69 2,98 3.28 3,58 60 053 0 80 1 06 1 33 1 59 1 86 2 12 239 265 292 3 18 90 041 061 082 1 02 1 23 1 43 1 63 1 84 2.04 225 245 120 0.34 0 51 068 0,85 1 02 1 19 1 36 1 53 1 70 1 87 204 150 0.29 0.44 059 0 73 0,88 1 03 1 18 1 32 1 47 1 62 1 76 180 026 0.39 0.52 065 078 091 1 04 1 18 1 31 1 44 1,57 240 0.22 0.33 043 054 0,65 0 76 087 0,98 1,08 1 19 1 30 300 0.19 0.28 038 047 0,56 0,66 075 0,85 0,94 1 03 1 13 360 0.17 0-25 033 042 0,50 0.58 0,67 0,75 0.84 0,92 1 00 FIGURE lntensity>Duration Design Chart - Template County of San Diego Hydrology Manual San Diego County Hydrology Manual Date: June 2003 Section: Page: 3 6 of 26 Table 3-1 RUNOFF COEFFICIENTS FOR URBAN AREAS Land Use Runoff Coefficient "C" Soil Type NRCS Elements County Elements % IMPER. A B C D Undisturbed Natural Terrain (Natural) Permanent Open Space 0* 0.20 0.25 030 035 Low Density Residential (LDR) Residential, 1.0 DU/A or less 10 0.27 0.32 0.36 041 Low Density Residential (LDR) Residential, 2.0 DU/A or less 20 0.34 0.38 0.42 0.46 Low Density Residential (LDR) Residential, 2.9 DU/A or less 25 0.38 041 0.45 0.49 Medium Density Residential (MDR) Residential, 4.3 DU/A or less 30 041 0.45 0.48 052 Medium Density Residential (MDR) Residential, 7.3 DU/A or less 40 0.48 0.51 0.54 057 Medium Density Residential (MDR) Residential, 10.9 DU/A or less 45 0.52 0.54 0.57 0.60 Medium Density Residential (MDR) Residential, 14.5 DU/A or less 50 0.55 058 0.60 0.63 High Density Residential (HDR) Residential, 24.0 DU/A or less 65 0.66 0.67 0.69 071 High Density Residential (HDR) Residential, 43.0 DU/A or less 80 0.76 0.77 0.78 0.79 Commercial/Industrial (N. Com) Neighborhood Commercial 80 0.76 0.77 0.78 079 Commercial/Industrial (G. Com) General Commercial 85 0.80 O80 0.81 082 Commercial/Industrial (O.P. Com) Office Professional/Commercial 90 083 0.84 0.84 085 Commercial/Industrial (Limited L) Limited Industrial 90 0.83 0.84 084 085 Commercial/Industrial (General L) General Industrial 95 0.87 0.87 0.87 0.87 *The values associated with 0% impervious may be used for direct calculation of the runoff coefficient as described in Section 3.1.2 (representing the pervious runoff coefficient, Cp, for the soil type), or for areas that will remain undisturbed in perpetuity. Justification must be given that the area will remain natural forever (e.g., the area is located in Cleveland National Forest). DU/A = dwelling units per acre NRCS = National Resources Conservation Service 3-6 C/3 L o o CNJ ro Q. >• OJ w %d) = ro :0 \ ^ • in > o 5 w o (I) '.S - i li ro o ZO NOAA Atlas 14, Volume 6, Version 2 Location name: Carlsbad, California, US* Latitude: 33.1650°, Longitude: -117.3348° Elevation: 162 ft* * source: Google Maps POINT PRECIPITATION FREQUENCY ESTIMATES HP Sanja Perica, Sarah Dietz, Sarah Heim, Lillian Miner, Kazungu Maitaria. Deborah Martin, Sandra Pavlovic, Ishani Roy, Carl Trypaluk, Dale Unruh, Fenglin Yan, Michael Yekta, Tan Zhao, Geoffrey Bonnin. Daniel Brewer, Li-Chuan Chen, Tye Parzybok, John Yarchoan NOM, National Weather Service, Silver Spring, Maryland PF tabular | PF graphical | Maps & aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)^ Duration Average recurrence interval (years) 1 2 5 10 25 50 100 200 500 1000 5-mln 0.135 (0.114-0.162) 0.171 (0.144-0.206) 0.222 (0.186-0.267) 0.265 (0.221-0.323) 0.329 (0.264-0.415) 0.382 (0.299-0.492) 0.439 (0335-0581) 0.501 (0.371-0.684) 0.593 (0.420-0.845) 0.670 (0.457-0.991) 10-min 0.193 (0.163-0.232) 0.245 (0.206-0.295) 0.318 (0.266-0.383) 0.380 (0.316-0.463) 0.472 (0.378-0.595) 0.547 (0.429-0.706) 0.629 (0.480-0.832) 0.719 (0.532-0.980) 0.850 (0.602-1.21) 0.960 (0.656-1.42) 15-mln 0.234 (0.197-0.281) 0.296 (0.249-0.356) 0.384 (0.322-0.463) 0.460 (0.382-0.559) 0.571 (0.457-0.719) 0.662 (0.519-0.853) 0.761 (0.581-1.01) 0.869 (0.644-1.19) 1.03 (0.728-1.47) 1.16 (0.793-1.72) 30-mln 0.331 (0.279-0.398) 0.420 (0.353-0.505) 0.544 (0.456-0.656) 0.652 (0.541-0.793) 0.808 (0.648-1.02) 0.938 (0.735-1.21) 1.08 (0.822-1.43) 1.23 (0.912-1.68) 1.46 (1.03-2.08) 1.65 (1.12-2.43) 60-min 0.450 (0.378-0.540) 0.570 (0.479-0.685) 0.738 (0.619-0.890) 0.885 (0.735-1.08) 1.10 (0.879-1.38) 1.27 (0.997-1.64) 1.46 (1.12-1.94) 1.67 (1.24-2.28) 1.98 (1.40-2.82) 2.23 (1.52-3.30) 2-hr 0.611 (0.514-0.733) 0.761 (0.640-0.915) 0.970 (0.813-1.17) 1.15 (0.956-1.40) 1.41 (1.13-1.78) 1.63 (1.28-2.10) 1.86 (1.42-2.46) 2.12 (1.57-2.89) 2.49 (1.76-3.55) 2.80 (1.91-4.14) 3-hr 0.721 (0.607-0.865) 0.896 (0.753-1.08) 1.14 (0.953-1.37) 1.34 (1.12-1.64) 1.64 (1.32-2.07) 1.89 (1.48-2.43) 2.15 (1.64-2.85) 2.44 (1.80-3.32) 2.85 (2.02-4.06) 3.19 (2.18-4.72) 6-hr 0.936 (0.788-1.12) 1.17 (0.982-1.40) 1.48 (1.24-1.79) 1.75 (1.45-2.13) 2.13 (1.70-2.68) 2.43 (1.90-3.13) 2.75 (2.10-3.63) 3.09 (2.29-4.21) 3.57 (2.53-5.09) 3.96 (2.71-5.86) 12-hr 1.18 (0.996-1.42) 1.51 (1.27-1.81) 1.93 (1.62-2.33) 2.29 (1.90-2.78) 2.77 (2.22-3.49) 3.15 (2.46-4.05) 3.53 (2.69-467) 3.93 (2.91-5.36) 4.49 (3.18-6.39) 4.92 (3.36-7.28) 24-hr 1.44 (1.27-1.67) 1.89 (1.66-2.18) 2.45 (2.16-2.85) 2.91 (2.54-3.41) 3.53 (2.98-4.26) 4.00 (3.31-4.92) 4.47 (3.62-5.63) 4.96 (3.91-6.42) 5.62 (4.26-7.56) 6.13 (4.50-8.52) 2-day 1.76 (1.56-2.04) 2.32 (2.04-2.68) 3.03 (2.66-3.52) 3.61 (3.15-4.22) 4.39 (3.71-5.29) 4.98 (413-6.13) 5.58 (4.52-7.03) 6.20 (4.89-8.02) 7.03 (5.33-9.46) 7.67 (5.63-10.7) 3-day 1.97 (1.74-2.28) 2.59 (2.28-3.00) 3.40 (2.99-3.95) 4.06 (3.54-4.75) 4.95 (4.19-5.98) 5.64 (4.67-6.95) 6.34 (5.13-7.99) 7.06 (5.57-9.13) 8.03 (6.09-10.8) 8.79 (6.45-12.2) 4-day 2.14 (1.89-2.48) 2.82 (2.49-3.27) 3.71 (3.27-4.31) 4.45 (3.88-5.20) 5.44 (4.60-6.57) 6.21 (5.14-7.64) 6.99 (5.66-8.81) 7.80 (6.15-10.1) 8.90 (6.75-12.0) 9.76 (7.16-13.6) 7-day 2.48 (2.19-2.88) 3.30 (2.91-3.82) 4.37 (3.84-5.07) 5.25 (4.58-6.15) 6.47 (5.47-7.81) 7.41 (6.14-9.12) 8.38 (6.79-10.6) 9.39 (7.41-12.1) 10.8 (8.17-14.5) 11.9 (8.70-16.5) 10-day 2.75 (2.43-3.18) 3.67 (3.23-4.25) 4.89 (4.30-5.68) 5.90 (5.15-6.90) 7.29 (6.17-8.80) 8.38 (6.95-10.3) 9.51 (770-12.0) 10.7 (8.43-13.8) 12.3 (9.34-16.6) 13.6 (9.98-18.9) 20-day 3.36 (2.97-3.89) 4.53 (3.99-5.24) 6.10 (5.36-7.08) 7.41 (6.46-8.67) 9.25 (7.82-11.2) 10.7 (8.88-13.2) 12.2 (9.91-15.4) 13.8 (10.9-17.9) 16.1 (12.2-21.7) 17.9 (13.2-24.9) 30-day 3.98 (3.51-4.60) 5.37 (4.73-6.22) 7.27 (6.39-8.44) 8.87 (774-10.4) 11.1 (9.41-13.4) 12.9 (10.7-15.9) 14.9 (12.0-18.7) 16.9 (13.3-21.9) 19.8 (15.0-26.6) 22.1 (16.2-30.8) 45-day 4.72 (4.17-5.46) 6.36 (5.60-7.36) 8.61 (757-10.0) 10.5 (9.19-12.3) 13.3 (11.2-16.0) 15.5 (12.9-19.1) 17.9 (14.5-22.5) 20.5 (16.1-26.5) 24.1 (18.3-32.5) 27.1 (19.9-37.7) 60-day 5.47 (4.82-6.32) 7.32 (6.45-8.47) 9.89 (8.70-11.5) 12.1 (10.6-14.2) 15.3 (12.9-18.5) 17.9 (14.9-22.1) 20.8 (16.8-26.1) 23.8 (18.8-30.8) 28.3 (21.4-38.0) 31.9 (23.4-44.4) ' Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical PDS-based depth-duration-frequency (DDF) curves Latitude: 33.1650°. Longitude -117 3348" 5 10 25 50 100 Average recurrence interval (years) 200 500 1000 Duration 5-min — 2-day — 10-min 3-day 15-min — 4-day — 30-fnin 7-day — 60-min — 10-day — 2-hr — 20-day — 3-hr 30-day — 6-hf — 45-day — 12-hr 60-day — 24-hr NOAA Atlas 14, Volume 6, Version 2 Created (GMT) Fnjun 27 23 39 12 2014 Back to Top Maps & aerials Small scale terrain Lancaster nta Google Tiiuana-O—I'^gacion/V:^ Mexicali •^/^LaPresa i SanLuisI Rosaiiln ^ 'Colorado 50 km '-: Map data © Report a map error Large scale terrain 2 km Map Report a map error Large scale map oceans de Blvd [HD <ake Blv(/ Back to Top US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service Attachment B Offsite AES lOOyr Calculations RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 2003,1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-2013 Advanced Engineering Software (aes) Ver. 20.0 Release Date: 06/01/2013 License ID 1202 Analysis prepared by: Huitt-Zollars, Inc. 90 E. Thousand Oaks Blvd. Thousand Oaks, CA 913 6 0 805-418-1802 FILE NAME: V17-100E.DAT TIME/DATE OF STUDY: 09:13 07/07/2014 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: 2003 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 100.00 6-HOUR DURATION PRECIPITATION (INCHES) = 2.600 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE =0.85 SAN DIEGO HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD NOTE: CONSIDER ALL CONFLUENCE STREAM COMBINATIONS FOR ALL DOWNSTREAM ANALYSES *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* FLOW PROCESS FROM NODE 1.00 TO NODE 1.10 IS CODE = 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< RESIDENTIAL (7.3 DU/AC OR LESS) RUNOFF COEFFICIENT = .5100 SOIL CLASSIFICATION IS "B" S.C.S. CURVE NUMBER (AMC II) = 76 INITIAL SUBAREA FLOW-LENGTH(FEET) = 68.00 UPSTREAM ELEVATION(FEET) = 186.00 DOWNSTREAM ELEVATION(FEET) = 184.60 ELEVATION DIFFERENCE(FEET) = 1.40 SUBAREA OVERLAND TIME OF FLOW(MIN.) = 6.884 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.574 SUBAREA RUNOFF(CFS) = 0.2 0 TOTAL AREA(ACRES) = 0.07 TOTAL RUNOFF(CFS) = 0.2 0 ************************************** ***********************************^t^^ FLOW PROCESS FROM NODE 1.10 TO NODE 2.00 IS CODE = 51 >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 184.60 DOWNSTREAM(FEET) = 183.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 111.00 CHANNEL SLOPE = 0.0144 CHANNEL BASE(FEET) = 5.00 "Z" FACTOR = 2.000 MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 1.00 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.800 RESIDENTIAL (7.3 DU/AC OR LESS) RUNOFF COEFFICIENT = .5100 SOIL CLASSIFICATION IS "B" S.C.S. CURVE NUMBER (AMC II) = 76 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 0.42 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.03 AVERAGE FLOW DEPTH(FEET) = 0.08 TRAVEL TIME(MIN.) = 1.79 Tc(MIN.) = 8.68 SUBAREA AREA(ACRES) = 0.18 SUBAREA RUNOFF(CFS) = 0.44 AREA-AVERAGE RUNOFF COEFFICIENT = 0.510 TOTAL AREA(ACRES) = 0.2 PEAK FLOW RATE(CFS) = 0.61 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.10 FLOW VELOCITY(FEET/SEC.) = 1.22 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 2.00= 179.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 62 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STREET TABLE SECTION # 1 USED)<<<<< UPSTREAM ELEVATION(FEET) = 183.00 DOWNSTREAM ELEVATION(FEET) = 165.00 STREET LENGTH(FEET) = 855.00 CURB HEIGHT{INCHES) = 8.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.02 0 0 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 8.66 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.43 HALFSTREET FLOOD WIDTH(FEET) = 15.04 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.91 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.69 STREET FLOW TRAVEL TIME(MIN.) = 3.64 Tc(MIN.) = 12.32 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.829 RESIDENTIAL (7.3 DU/AC OR LESS) RUNOFF COEFFICIENT = .5100 SOIL CLASSIFICATION IS "B" S.C.S. CURVE NUMBER (AMC II) = 76 AREA-AVERAGE RUNOFF COEFFICIENT = 0.510 SUBAREA AREA(ACRES) = 8.17 SUBAREA RUNOFF(CFS) = 15.95 TOTAL AREA(ACRES) = 8.4 PEAK FLOW RATE(CFS) = 16.44 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.51 HALFSTREET FLOOD WIDTH(FEET) = 19.49 FLOW VELOCITY(FEET/SEC.) = 4.58 DEPTH*VELOCITY(FT*FT/SEC.) = 2.34 LONGEST FLOWPATH FROM NODE 1.0 0 TO NODE 3.00 = 1034.00 FEET. ******************************************^***^t^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 165.00 DOWNSTREAM(FEET) = 158.30 FLOW LENGTH(FEET) = 410.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 21.0 INCH PIPE IS 15.3 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 8.76 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 16.44 PIPE TRAVEL TIME(MIN.) = 0.78 Tc(MIN.) = 13.10 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 4.00 = 1444.00 FEET. ************************************************jt^^^j^j,^^^^^^^^^^^^^^^^^^^^^^ FLOW PROCESS FROM NODE 4.00 TO NODE 5.00 IS CODE = 62 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STREET TABLE SECTION # 1 USED)<<<<< UPSTREAM ELEVATION(FEET) = 158.30 DOWNSTREAM ELEVATION(FEET) = 156.00 STREET LENGTH(FEET) = 486.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 21.61 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.68 HALFSTREET FLOOD WIDTH(FEET) = 29.88 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.78 PRODUCT OF DEPTH&;VELOCITY(FT*FT/SEC. ) = 1.90 STREET FLOW TRAVEL TIME(MIN.) = 2.91 Tc(MIN.) = 16.01 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.234 RESIDENTIAL (7.3 DU/AC OR LESS) RUNOFF COEFFICIENT = .5400 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II) = 84 AREA-AVERAGE RUNOFF COEFFICIENT = 0.522 SUBAREA AREA(ACRES) = 5.91 SUBAREA RUNOFF(CFS) = 10.32 TOTAL AREA(ACRES) = 14.3 PEAK FLOW RATE(CFS) = 24.21 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.70 HALFSTREET FLOOD WIDTH(FEET) = 31.58 FLOW VELOCITY(FEET/SEC.) = 2.83 DEPTH*VELOCITY(FT*FT/SEC.) = 1.97 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 5.00 = 1930.00 FEET. ********************************************^t^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ FLOW PROCESS FROM NODE 5.00 TO NODE 5.00 IS CODE = 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.234 STREETS & ROADS (CURBS/STORM DRAINS) RUNOFF COEFFICIENT = .8700 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II) = 98 AREA-AVERAGE RUNOFF COEFFICIENT = 0.5290 SUBAREA AREA(ACRES) = 0.2 8 SUBAREA RUNOFF(CFS) = 0.79 TOTAL AREA(ACRES) = 14.6 TOTAL RUNOFF(CFS) = 24.99 TC(MIN.) = 16.01 **************************************************************************** FLOW PROCESS FROM NODE 5.00 TO NODE 6.00 IS CODE = 41 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 151.16 DOWNSTREAM(FEET) = 151.05 FLOW LENGTH(FEET) = 38.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 23.4 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 5.14 GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 24.99 PIPE TRAVEL TIME(MIN.) = 0.12 Tc(MIN.) = 16.13 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 6.00 = 1968.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 6.00 TO NODE 6.00 IS CODE = 10 >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< **************************************************************************** FLOW PROCESS FROM NODE 6.10 TO NODE 6.20 IS CODE = 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< RESIDENTIAL (7.3 DU/AC OR LESS) RUNOFF COEFFICIENT = .5400 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II) = 84 INITIAL SUBAREA FLOW-LENGTH(FEET) = 63.00 UPSTREAM ELEVATION(FEET) = 183.00 DOWNSTREAM ELEVATION(FEET) = 180.00 ELEVATION DIFFERENCE(FEET) = 3.00 SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.756 10 0 YEAR RAINFALL INTENSITY(INCH/HOUR) =6.850 NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE. SUBAREA RUNOFF(CFS) = 0.22 TOTAL AREA(ACRES) = 0.06 TOTAL RUNOFF(CFS) = 0.22 **************************************************************************** FLOW PROCESS FROM NODE 6.2 0 TO NODE 6.3 0 IS CODE = 51 >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 180.00 DOWNSTREAM(FEET) = 170.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 107.00 CHANNEL SLOPE = 0.0935 CHANNEL BASE(FEET) = 5.00 "Z" FACTOR = 10.000 MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 5.00 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.413 RESIDENTIAL (7.3 DU/AC OR LESS) RUNOFF COEFFICIENT = .5400 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II) = 84 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 0.85 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.28 AVERAGE FLOW DEPTH(FEET) = 0.07 TRAVEL TIME(MIN.) = 0.78 Tc(MIN.) = 5.54 SUBAREA AREA(ACRES) = 0.3 6 SUBAREA RUNOFF(CFS) = 1.25 AREA-AVERAGE RUNOFF COEFFICIENT = 0.540 TOTAL AREA(ACRES) = 0.4 PEAK FLOW RATE(CFS) = 1.45 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.09 FLOW VELOCITY(FEET/SEC.) = 2.79 LONGEST FLOWPATH FROM NODE 6.10 TO NODE 6.30 = 170.00 FEET. ******************************************************.^.jt^^^^^^^^^,^j^,^^^,^^^^,^,^ FLOW PROCESS FROM NODE 6.30 TO NODE 6.40 IS CODE = 51 >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 170.00 DOWNSTREAM(FEET) = 160.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 200.00 CHANNEL SLOPE = 0.0500 CHANNEL BASE(FEET) = 5.00 "Z" FACTOR = 10.000 MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 5.00 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.614 RESIDENTIAL (7.3 DU/AC OR LESS) RUNOFF COEFFICIENT = .5400 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II) = 84 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.24 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.63 AVERAGE FLOW DEPTH(FEET) = 0.13 TRAVEL TIME(MIN.) = 1.27 Tc(MIN.) = 6.81 SUBAREA AREA(ACRES) = 0.52 SUBAREA RUNOFF(CFS) = 1.58 AREA-AVERAGE RUNOFF COEFFICIENT = 0.54 0 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) = 2.85 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.16 FLOW VELOCITY(FEET/SEC.) = 2.80 LONGEST FLOWPATH FROM NODE 6.10 TO NODE 6.40= 370.00 FEET. *********************************************************^j^^j^jtj^^^^.^^^,^,^,^^^^^ FLOW PROCESS FROM NODE 6.40 TO NODE 6.00 IS CODE = 62 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STREET TABLE SECTION # 1 USED)<<<<< UPSTREAM ELEVATION(FEET) = 160.00 DOWNSTREAM ELEVATION(FEET) = 156.00 STREET LENGTH(FEET) = 804.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 3 0.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 9.80 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.54 HALFSTREET FLOOD WIDTH(FEET) = 21.21 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.3 3 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.26 STREET FLOW TRAVEL TIME(MIN.) = 5.76 Tc(MIN.) = 12.56 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.781 RESIDENTIAL (7.3 DU/AC OR LESS) RUNOFF COEFFICIENT = .5400 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II) = 84 AREA-AVERAGE RUNOFF COEFFICIENT = 0.540 SUBAREA AREA(ACRES) = 6.67 SUBAREA RUNOFF(CFS) = 13.62 TOTAL AREA(ACRES) = 7.6 PEAK FLOW RATE(CFS) = 15.54 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.62 HALFSTREET FLOOD WIDTH(FEET) = 25.35 FLOW VELOCITY(FEET/SEC.) = 2.62 DEPTH*VELOCITY{FT*FT/SEC.) = 1.61 LONGEST FLOWPATH FROM NODE 6.10 TO NODE 6.00 = 1174.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 6.00 TO NODE 6.00 IS CODE = 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.781 STREETS & ROADS (CURBS/STORM DRAINS) RUNOFF COEFFICIENT = .8700 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II) = 98 AREA-AVERAGE RUNOFF COEFFICIENT = 0.5529 SUBAREA AREA(ACRES) = 0.31 SUBAREA RUNOFF(CFS) = 1.02 TOTAL AREA(ACRES) = 7.9 TOTAL RUNOFF(CFS) = 16.56 TC(MIN.) =12.56 **************************************************************************** FLOW PROCESS FROM NODE 6.00 TO NODE 6.00 IS CODE = 11 >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ** MAIN STREAM CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE) 1 16.56 12.56 3.781 7.92 LONGEST FLOWPATH FROM NODE 6.10 TO NODE 6.00 = 1174.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE) 1 24.99 16.13 3.218 14.61 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 6.00 = 1968.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) 1 36.02 12.56 3.781 2 39.08 16.13 3.218 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 39.08 Tc(MIN.) = 16.13 TOTAL AREA(ACRES) = 22.5 **************************************************************************** FLOW PROCESS FROM NODE 6.00 TO NODE 6.00 IS CODE = 12 >>>>>CLEAR MEMORY BANK # 1 <<<<< END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 22.5 TC(MIN.) = 16.13 PEAK FLOW RATE(CFS) = 39.08 *** PEAK FLOW RATE TABLE *** Q(CFS) Tc(MIN.) 1 36.02 12.56 2 39.08 16.13 END OF RATIONAL METHOD ANALYSIS Attachment C Hydrograph Generation - Individual Lots HUITT-ZOLLARS, INC. Inputs P 2.6 In Tc 6 min Area 8226 sq. ft 0.189 acre %imp 38% C 0.559 Vol 996 ft' Hydrograph Generation for Lot (1) Result 6/27/2014 (Total Storm Precipitation) (Per San Diego County Hydrology IVlanual Page 3-5) (Total Storm Volume) PflN) 1^ r(N-n P., QN 7 (min) 0 Qlcfs) 0 1 0.609 0.000 0.609 0.643 3 0.016 2 0.779 0.609 0.170 0.179 9 0.017 3 0.900 0.779 0.121 0.127 15 0.017 4 0.996 0.900 0.097 0.102 21 0.017 5 1.078 0.996 0.082 0.087 27 0.018 6 1.150 1.078 0.072 0.076 33 0.018 7 1.215 1.150 0.065 0.068 39 0.018 8 1.274 1.215 0.059 0.062 45 0.018 9 1.329 1.274 0.054 0.057 51 0.019 10 1.379 1.329 0.051 0.053 57 0.019 11 1.427 1.379 0.047 0.050 63 0.020 12 1.471 1.427 0.045 0.047 69 0.020 13 1.514 1.471 0.042 0.045 75 0.021 14 1.554 1.514 0.040 0.043 81 0.021 15 1.593 1.554 0.039 0.041 87 0.022 16 1.630 1.593 0.037 0.039 93 0.022 17 1.665 1.630 0.035 0.037 99 0.023 18 1.699 1.665 0.034 0.036 105 0.023 19 1.732 1.699 0.033 0.035 111 0.024 20 1.764 1.732 0.032 0.034 117 0.025 21 1.795 1.764 0.031 0.033 123 0.026 22 1.825 1.795 0.030 0.032 129 0.026 23 1.854 1.825 0.029 0.031 135 0.028 24 1.882 1.854 0.028 0.030 141 0.028 25 1.909 1.882 0.027 0.029 147 0.030 26 1.936 1.909 0.027 0.028 153 0.031 27 1.962 1.936 0.026 0.028 159 0.033 28 1.988 1.962 0.025 0.027 165 0.034 29 2.013 1.988 0.025 0.026 171 0.036 30 2.037 2.013 0.024 0.026 177 0.037 31 2.061 2.037 0.024 0.025 183 0.041 32 2.084 2.061 0.023 0.025 189 0.043 33 2;107 2.084 0.023 0.024 195 0.047 34 2.130 2.107 0.022 0.024 201 0.050 35 2.152 2.130 0.022 0.023 207 0.057 36 2.173 2.152 0.022 0.023 213 0.062 37 2.195 2.173 0.021 0.022 219 0.076 38 2.215 2.195 0.021 0.022 225 0.087 39 2.236 2.215 0.021 0.022 231 0.127 40 2.256 2.236 0.020 0.021 237 0.179 41 2.276 2.256 0.020 0.021 243 0.643 42 2.296 2.276 0.020 0.021 249 0.102 43 2.315 2.296 0.019 0.020 255 0.068 44 2.334 2.315 0.019 0.020 261 0.053 45 2.352 2.334 0.019 0.020 267 0.045 46 2.371 2.352 0.018 0.019 273 0.039 47 2.389 2.371 0.018 0.019 279 0.035 48 2.407 2.389 0.018 0.019 285 0.032 49 2.425 2.407 0.018 0.019 291 0.029 50 2.442 2.425 0.017 0.018 297 0.027 51 2.459 2.442 0.017 0.018 303 0.025 52 2.476 2.459 0.017 0.018 309 0.024 53 2.493 2.476 0.017 0.018 315 0.022 54 2.510 2.493 0.017 0.018 321 0.021 55 2.526 2.510 0.016 0.017 327 0.020 56 2.542 2.526 0.016 0.017 333 0.019 57 2.558 2.542 0.016 0.017 339 0.019 58 2.574 2.558 0.016 0.017 345 0.018 59 2.590 2.574 0.016 0.017 351 0.017 60 2.605 2.590 0.015 0.016 357 360 0.017 0 HUITT-ZOLLARS, INC. Inputs P 2.6 in Tc 6 min Area 7509 sq. ft 0.172 acre %imp 46% C 0.603 Vol 981 ft' Hydrograph Generation for Lot (2) Result 6/27/2014 (Total Storm Precipitation) (Per San Diego County Hydrology Manual Page 3-5) (Total Storm Volume) PTINI P TIN-lj P«, QN T/min) 0 Q(c/s; 0 1 0.609 0.000 0.609 0.633 3 0.016 2 0.779 0.609 0.170 0.177 9 0.016 3 0.900 0.779 0.121 0.125 15 0.017 4 0.996 0.900 0.097 0.101 21 0.017 5 1.078 0.996 0.082 0.085 27 0.017 6 1.150 1.078 0.072 0.075 33 0.017 7 1.215 1.150 0.065 0.067 39 0.018 8 1.274 1.215 0.059 0.061 45 0.018 9 1.329 1.274 0.054 0.057 51 0.019 10 1.379 1.329 0.051 0.053 57 0.019 11 1.427 1.379 0.047 0.049 63 0.019 12 1.471 1.427 0.045 0.047 69 0.020 13 1.514 1.471 0.042 0.044 75 0.020 14 1.554 1.514 0.040 0.042 81 0.021 15 1.593 1.554 0.039 0.040 87 0.021 16 1.630 1.593 0.037 0.038 93 0.022 17 1.665 1.630 0.035 0.037 99 0.022 18 1.699 1.665 0.034 0.035 105 0.023 19 1.732 1.699 0.033 0.034 111 0.024 20 1.764 1.732 0.032 0.033 117 0.024 21 1.795 1.764 0.031 0.032 123 0.025 22 1.825 1.795 0.030 0.031 129 0.026 23 1.854 1.825 0.029 0.030 135 0,027 24 1.882 1.854 0.028 0.029 141 0.028 25 1.909 1.882 0.027 0.029 147 0.029 26 1.936 1.909 0.027 0.028 153 0.030 27 1.962 1.936 0.026 0.027 159 0.032 28 1.988 1.962 0.025 0.027 165 0.033 29 2.013 1.988 0.025 0.026 171 0.035 30 2.037 2.013 0.024 0.025 177 0.037 31 2.061 2.037 0.024 0.025 183 0.040 32 2.084 2.061 0.023 0.024 189 0.042 33 2.107 2.084 0.023 0.024 195 0.047 34 2.130 2.107 0.022 0.023 201 0.049 35 2.152 2.130 0.022 0.023 207 0.057 35 2.173 2.152 0.022 0.022 213 0.061 37 2.195 2.173 0.021 0.022 219 0.075 38 2.215 2.195 0.021 0.022 225 0.085 39 2.236 2.215 0.021 0.021 231 0.125 40 2.256 2.236 0.020 0.021 237 0.177 41 2.276 2.256 0.020 0.021 243 0.633 42 2.296 2.276 0.020 0.020 249 0.101 43 2.315 2.296 0.019 0.020 255 0.067 44 2.334 2.315 0.019 0.020 261 0.053 45 2.352 2.334 0.019 0.019 267 0.044 46 2.371 2.352 0.018 0.019 273 0,038 47 2.389 2.371 0.018 0.019 279 0.034 48 2.407 2.389 0.018 0.019 285 0.031 49 2.425 2.407 0.018 0.018 291 0.029 50 2.442 2.425 0.017 0.018 297 0.027 51 2.459 2.442 0.017 0.018 303 0.025 52 2.476 2.459 0.017 0.018 309 0.023 53 2.493 2.476 0.017 0.017 315 0.022 54 2.510 2.493 0.017 0.017 321 0,021 55 2.526 2.510 0.016 0.017 327 0,020 56 2.542 2.526 0.016 0.017 333 0,019 57 2.558 2.542 0.016 0.017 339 0,018 58 2.574 2.558 0.016 0.016 345 0.018 59 2.590 2.574 0.016 0.016 351 0.017 60 2.605 2.590 0.015 0.016 357 360 0.016 0 HUITT-ZOLLARS, INC. Inputs P 2.6 in Tc 6 min Area 7507 sq. ft 0.172 acre %imp 50% C 0.625 Vol 1017 ft' Hydrograph Generation for Lot (3) Result 6/27/2014 (Total Storm Precipitation) (Per San Diego County Hydrology Manual Page 3-5) (Total Storm Volume) Hydrograph Generation Pjinj PA, QN T (min) 0 Qlcfs) 0 1 0.609 0.000 0.609 0.656 3 0.017 2 0.779 0.609 0.170 0.183 9 0.017 3 0.900 0.779 0.121 0.130 15 0.017 4 0.996 0.900 0.097 0.104 21 0.017 5 1.078 0.996 0.082 0.088 27 0.018 6 1.150 1.078 0.072 0.078 33 0.018 7 1.215 1.150 0.065 0.070 39 0.019 8 1.274 1.215 0.059 0.064 45 0.019 9 1.329 1.274 0.054 0.059 51 0.019 10 1.379 1.329 0.051 0.055 57 0.020 11 1.427 1.379 0.047 0.051 63 0.020 12 1.471 1.427 0.045 0.048 69 0.020 13 1.514 1.471 0.042 0.046 75 0.021 14 1.554 1.514 0.040 0.043 81 0.021 15 1.593 1.554 0.039 0.042 87 0.022 16 1.630 1.593 0.037 0.040 93 0.022 17 1.665 1.630 0.035 0.038 99 0.023 18 1.699 1.665 0.034 0.037 105 0.024 19 1.732 1.699 0.033 0.035 111 0.025 20 1.764 1.732 0.032 0.034 117 0.025 21 1.795 1.764 0.031 0.033 123 0.026 22 1.825 1.795 0.030 0.032 129 0.027 23 1.854 1.825 0.029 0.031 135 0,028 24 1.882 1.854 0.028 0.030 141 0.029 25 1.909 1.882 0.027 0.030 147 0.030 26 1.936 1.909 0.027 0.029 153 0.031 27 1.962 1.936 0.026 0.028 159 0.033 28 1.988 1.962 0.025 0.027 165 0.034 29 2.013 1.988 0.025 0.027 171 0.037 30 2.037 2.013 0.024 0.026 177 0.038 31 2.061 2.037 0.024 0.026 183 0.042 32 2.084 2.061 0.023 0.025 189 0.043 33 2.107 2.084 0.023 0.025 195 0.048 34 2.130 2.107 0.022 0.024 201 0.051 35 2.152 2.130 0.022 0.024 207 0.059 36 2.173 2.152 0.022 0.023 213 0.064 37 2.195 2.173 0.021 0.023 219 0.078 38 2.215 2.195 0.021 0.022 225 0.088 39 2.236 2.215 0.021 0.022 231 0.130 40 2.256 2.236 0.020 0.022 237 0.183 41 2.276 2.256 0.020 0.021 243 0.656 42 2.296 2.276 0.020 0.021 249 0.104 43 2.315 2.296 0.019 0.021 255 0.070 44 2.334 2.315 0.019 0.020 251 0.055 45 2.352 2.334 0.019 0.020 257 0.046 46 2.371 2.352 0.018 0.020 273 0.040 47 2.389 2.371 0.018 0.020 279 0.035 48 2.407 2.389 0.018 0.019 285 0.032 49 2.425 2.407 0.018 0.019 291 0.030 50 2.442 2.425 0.017 0.019 297 0.027 51 2.459 2.442 0.017 0.019 303 0.026 52 2.476 2.459 0.017 0.018 309 0.024 53 2.493 2.476 0.017 0.018 315 0.023 54 2.510 2.493 0.017 0.018 321 0.022 55 2.526 2.510 0.016 0.018 327 0.021 56 2.542 2.526 0.016 0.017 333 0.020 57 2.558 2.542 0.016 0.017 339 0.019 58 2.574 2.558 0.016 0.017 345 0.018 59 2.590 2.574 0.016 0.017 351 0.018 60 2.605 2.590 0.015 0.017 357 360 0.017 0 HUITT-ZOLLARS, INC. Inputs P 2.6 in Tc 6 min Area 7504 sq. ft 0.172 acre %imp 47% C 0.6085 Vol 989 ft' (Total Storm Precipitation) Hydrograph Generation for Lot (4) Result 6/27/2014 (Per San Diego County Hydrology Manual Page 3-5) (Total Storm Volume) Hydrograph Generation Prm P TIN-ll PN QN T(min) 0 Q(cfs) 0 1 0.609 0.000 0.609 0.538 3 0.016 2 0.779 0.609 0.170 0.178 9 0,016 3 0,900 0.779 0.121 0.126 15 0,017 4 0,996 0.900 0.097 0.101 21 0,017 5 1,078 0.996 0.082 0.086 27 0,017 6 1.150 1.078 0.072 0.076 33 0,018 7 1.215 1.150 0.065 0.058 39 0.018 8 1.274 1.215 0.059 0.052 45 0.018 9 1.329 1.274 0.054 0.057 51 0.019 10 1.379 1.329 0.051 0.053 57 0.019 11 1.427 1.379 0.047 0.050 63 0.020 12 1.471 1.427 0.045 0.047 59 0.020 13 1.514 1.471 0.042 0.044 75 0.020 14 1.554 1.514 0.040 0.042 81 0.021 15 1.593 1.554 0.039 0.040 87 0.022 16 1.630 1.593 0.037 0.039 93 0.022 17 1.655 1.530 0.035 0.037 99 0.023 18 1.699 1.555 0.034 0.036 105 0.023 19 1.732 1.699 0.033 0.035 111 0.024 20 1.764 1.732 0.032 0.033 117 0.024 21 1.795 1.764 0.031 0.032 123 0.026 22 1.825 1.795 0.030 0.031 129 0.025 23 1.854 1.825 0.029 0.030 135 0.027 24 1.882 1.854 0.028 0.030 141 0.028 25 1.909 1.882 0.027 0.029 147 0.030 26 1.936 1.909 0.027 0.028 153 0.030 27 1.952 1.936 0.026 0.027 159 0.032 28 1.988 1.962 0.025 0.027 165 0.033 29 2.013 1.988 0.025 0.025 171 0.036 30 2.037 2.013 0.024 0.025 177 0.037 31 2.061 2.037 0.024 0.025 183 0.040 32 2.084 2.051 0.023 0.024 189 0.042 33 2.107 2.084 0.023 0.024 195 0.047 34 2.130 2.107 0.022 0.024 201 0.050 35 2.152 2.130 0.022 0.023 207 0,057 36 2.173 2.152 0.022 0.023 213 0.062 37 2.195 2.173 0.021 0.022 219 0.076 38 2.215 2.195 0.021 0.022 225 0.086 39 2.236 2.215 0.021 0.022 231 0.126 40 2.256 2.236 0.020 0.021 237 0.178 41 2.276 2.256 0.020 0.021 243 0.638 42 2.296 2.276 0.020 0.020 249 0.101 43 2.315 2.296 0.019 0.020 255 0.058 44 2.334 2.315 0.019 0.020 261 0.053 45 2.352 2.334 0.019 0.020 267 0.044 46 2.371 2.352 0.018 0.019 273 0.039 47 2.389 2.371 0.018 0.019 279 0.035 48 2.407 2.389 0.018 0.019 285 0.031 49 2.425 2.407 0.018 0.019 291 0.029 50 2.442 2.425 0.017 0.018 297 0.027 51 2.459 2.442 0.017 0.018 303 0.025 52 2.476 2.459 0.017 0.018 309 0,024 53 2.493 2.476 0.017 0.018 315 0,022 54 2.510 2.493 0.017 0.017 321 0.021 55 2.526 2.510 0.016 0.017 327 0.020 56 2.542 2.526 0.016 0.017 333 0.019 57 2.558 2.542 0.016 0.017 339 0.019 58 2.574 2.558 0.016 0.017 345 0.018 59 2.590 2.574 0.016 0.016 351 0.017 60 2.605 2.590 0.015 0.016 357 360 0.017 0 HUITT-ZOLLARS, INC. Inputs P 2.6 in Tc 6 min Area 7501 sq. ft 0.172 acre %imp 50% c 0.625 Vol 1016 ft' Hydrograph Generation for Lot (5) Result 6/27/2014 (Total Storm Precipitation) (Per San Diego County Hydrology Manual Page 3-5) (Total Storm Volume) Hydrograph Generation P TIN 11 PN QN T(min) 0 Q(c/s) 0 1 0.509 0.000 0.609 0.655 3 0.017 2 0.779 0.609 0.170 0.183 9 0.017 3 0.900 0.779 0.121 0.130 15 0.017 4 0.996 0.900 0.097 0.104 21 0.017 5 1.078 0.996 0.082 0.088 27 0.018 6 1.150 1.078 0.072 0.078 33 0.018 7 1.215 1.150 0.055 0.070 39 0.019 8 1.274 1.215 0.059 0.063 45 0.019 9 1.329 1.274 0.054 0.059 51 0.019 10 1.379 1.329 0.051 0.054 57 0.020 11 1.427 1.379 0.047 0.051 63 0.020 12 1.471 1.427 0.045 0.048 69 0.020 13 1.514 1.471 0.042 0.046 75 0.021 14 1.554 1.514 0.040 0.043 81 0.021 15 1.593 1.554 0.039 0.041 87 0.022 16 1.630 1.593 0.037 0.040 93 0.022 17 1.665 1.630 0.035 0.038 99 0.023 18 1.699 1.665 0.034 0.037 105 0.024 19 1.732 1.699 0.033 0.035 111 0.025 20 1.764 1.732 0.032 0.034 117 0.025 21 1.795 1.754 0.031 0.033 123 0.026 22 1.825 1.795 0.030 0.032 129 0.027 23 1.854 1.825 0.029 0.031 135 0.028 24 1.882 1.854 0.028 0.030 141 0.029 25 1.909 1.882 0.027 0.030 147 0.030 25 1.936 1.909 0.027 0.029 153 0.031 27 1.962 1.936 0.025 0.028 159 0.033 28 1.988 1.962 0.025 0.027 165 0.034 29 2.013 1.988 0.025 0.027 171 0.037 30 2.037 2.013 0.024 0.026 177 0.038 31 2.061 2.037 0.024 0.026 183 0.041 32 2.084 2.061 0.023 0.025 189 0.043 33 2.107 2.084 0.023 0.025 195 0.048 34 2.130 2.107 0.022 0.024 201 0.051 35 2.152 2.130 0.022 0.024 207 0.059 36 2.173 2.152 0.022 0.023 213 0.063 37 2.195 2.173 0.021 0.023 219 0.078 38 2.215 2.195 0.021 0.022 225 0.088 39 2.236 2.215 0.021 0.022 231 0.130 40 2.256 2.236 0.020 0.022 237 0.183 41 2.276 2.255 0.020 0.021 243 0.655 42 2.296 2.276 0.020 0.021 249 0.104 43 2.315 2.296 0.019 0.021 255 0.070 44 2.334 2.315 0.019 0.020 261 0.054 45 2.352 2.334 0.019 0.020 267 0.046 46 2.371 2.352 0.018 0.020 273 0.040 47 2.389 2.371 0.018 0.020 279 0.035 48 2.407 2.389 0.018 0.019 285 0.032 49 2.425 2.407 0.018 0.019 291 0.030 50 2.442 2.425 0.017 0.019 297 0.027 51 2.459 2.442 0.017 0.019 303 0.026 52 2.476 2.459 0.017 0.018 309 0.024 53 2.493 2.476 0.017 0.018 315 0.023 54 2.510 2.493 0.017 0.018 321 0.022 55 2.526 2.510 0.016 0.018 327 0.021 56 2.542 2.526 0.016 0.017 333 0.020 57 2.558 2.542 0.015 0.017 339 0.019 58 2.574 2.558 0.016 0.017 345 0.018 59 2.590 2.574 0.016 0.017 351 0.018 60 2.505 2.590 0.015 0.017 357 360 0.017 0 HUITT-ZOLLARS, INC. Inputs P 2.6 in Tc 6 min Area 7760 sq. ft 0.178 acre %imp 44% c 0.592 Vol 995 ft' Hydrograph Generation for Lot (6) Result 6/27/2014 (Total Storm Precipitation) (Per San Diego County Hydrology Manual Page 3-5) (Total Storm Volume) Hydrograph Generation PTINI P rfN-ij PN QA, T (min) 0 Q(c/s; 0 1 0.609 0.000 0.509 0.542 3 0.016 2 0.779 0.609 0.170 0.179 9 0.017 3 0.900 0.779 0.121 0.127 15 0.017 4 0.995 0.900 0.097 0.102 21 0.017 5 1.078 0.996 0.082 0.087 27 0018 6 1.150 1.078 0.072 0.075 33 0,018 7 1.215 1.150 0.065 0.068 39 0,018 8 1.274 1.215 0.059 0.062 45 0.018 9 1.329 1.274 0.054 0.057 51 0.019 10 1.379 1.329 0.051 0.053 57 0.019 11 1.427 1.379 0.047 0.050 63 0.020 12 1.471 1.427 0.045 0.047 69 0.020 13 1.514 1.471 0.042 0.045 75 0.021 14 1.554 1.514 0.040 0.043 81 0.021 15 1.593 1.554 0.039 0.041 87 0.022 16 1.630 1.593 0.037 0.039 93 0.022 17 1.665 1.630 0.035 0.037 99 0.023 18 1.699 1.665 0.034 0.036 105 0.023 19 1.732 1.699 0.033 0.035 111 0.024 20 1.764 1.732 0.032 0.034 117 0.025 21 1.795 1.764 0.031 0.033 123 0.026 22 1.825 1.795 0.030 0.032 129 0.026 23 1.854 1.825 0.029 0.031 135 0.028 24 1.882 1.854 0.028 0.030 141 0.028 25 1.909 1.882 0.027 0.029 147 0.030 26 1.936 1.909 0.027 0.028 153 0.031 27 1.962 1.935 0.026 0.028 159 0.033 28 1.988 1.962 0.025 0.027 165 0.034 29 2.013 1.988 0.025 0.026 171 0.036 30 2.037 2.013 0.024 0.026 177 0.037 31 2.061 2.037 0.024 0.025 183 0.041 32 2.084 2.061 0.023 0.025 189 0.043 33 2.107 2.084 0.023 0.024 195 0.047 34 2.130 2.107 0.022 0.024 201 0.050 35 2.152 2.130 0.022 0.023 207 0.057 36 2.173 2.152 0.022 0.023 213 0.062 37 2.195 2.173 0.021 0.022 219 0,076 38 2.215 2.195 0.021 0.022 225 0,087 39 2.236 2.215 0.021 0.022 231 0.127 40 2.255 2.236 0.020 0.021 237 0.179 41 2.276 2.256 0.020 0.021 243 0.642 42 2.296 2.276 0.020 0.021 249 0.102 43 2.315 2.295 0.019 0.020 255 0.068 44 2.334 2.315 0.019 0.020 261 0.053 45 2.352 2.334 0.019 0.020 267 0.045 45 2.371 2.352 0.018 0.019 273 0.039 47 2.389 2.371 0.018 0.019 279 0.035 48 2.407 2.389 0.018 0.019 285 0.032 49 2.425 2.407 0.018 0.019 291 0.029 50 2.442 2.425 0.017 0.018 297 0.027 51 2.459 2.442 0.017 0.018 303 0.025 52 2.476 2.459 0.017 0.018 309 0.024 53 2.493 2.476 0.017 0.018 315 0.022 54 2.510 2.493 0.017 0.018 321 0.021 55 2.526 2.510 0.016 0.017 327 0.020 56 2.542 2.526 0.016 0.017 333 0.019 57 2.558 2.542 0.016 0.017 339 0.019 58 2.574 2.558 0.016 0.017 345 0.018 59 2.590 2.574 0.015 0.017 351 0.017 60 2.605 2.590 0.015 0.016 357 360 0.017 0 HUITT-ZOLLARS, INC. Inputs P 2.6 in Tc 6 min Area 8077 sq. ft 0.185 acre %imp 44% c 0.592 Vol 1036 ft' Hydrograph Generation for Lot (7) Result 6/27/2014 (Total Storm Precipitation) (Per San Diego County Hydrology Manual Page 3-5) (Total Storm Volume) Hydrograph Generation PTINI P T(N -1) PA, QN T (min) 0 Q(c/s; 0 1 0.609 0.000 0.609 0.669 3 0.017 2 0.779 0.609 0.170 0.187 9 0.017 3 0.900 0.779 0.121 0.132 15 0.018 4 0.996 0.900 0.097 0.106 21 0.018 5 1.078 0.996 0.082 0.090 27 0.018 6 1.150 1.078 0.072 0.079 33 0.018 7 1.215 1.150 0.055 0.071 39 0.019 8 1.274 1.215 0.059 0.065 45 0.019 9 1.329 1.274 0.054 0.060 51 0.020 10 1.379 1.329 0.051 0.056 57 0.020 11 1.427 1.379 0.047 0.052 63 0.021 12 1.471 1.427 0.045 0.049 69 0.021 13 1.514 1.471 0.042 0.047 75 0.021 14 1.554 1.514 0.040 0.044 81 0.022 15 1.593 1.554 0.039 0.042 87 0.023 16 1.630 1.593 0.037 0.041 93 0.023 17 1.665 1.630 0.035 0.039 99 0.024 18 1.699 1.665 0.034 0.037 105 0.024 19 1.732 1.699 0.033 0.036 111 0.025 20 1.764 1.732 0.032 0.035 117 0.026 21 1.795 1.764 0.031 0.034 123 0.027 22 1.825 1.795 0.030 0.033 129 0.027 23 1.854 1.825 0.029 0.032 135 0.029 24 1.882 1.854 0.028 0.031 141 0.029 25 1.909 1.882 0.027 0.030 147 0.031 26 1.935 1.909 0.027 0.029 153 0.032 27 1.952 1.935 0.026 0.029 159 0.034 28 1.988 1.952 0.025 0.028 165 0.035 29 2.013 1.988 0.025 0.027 171 0.037 30 2.037 2.013 0.024 0.027 177 0.039 31 2.061 2.037 0.024 0.026 183 0,042 32 2.084 2.051 0.023 0.026 189 0,044 33 2.107 2.084 0.023 0.025 195 0,049 34 2.130 2.107 0.022 0.025 201 0.052 35 2.152 2.130 0.022 0.024 207 0.060 36 2.173 2.152 0.022 0.024 213 0.065 37 2.195 2.173 0.021 0.023 219 0.079 38 2.215 2.195 0.021 0.023 225 0.090 39 2.236 2.215 0.021 0.023 231 0.132 40 2.256 2.236 0.020 0.022 237 0.187 41 2.276 2.255 0.020 0.022 243 0.669 42 2.296 2.276 0.020 0.021 249 0.106 43 2.315 2.295 0.019 0.021 255 0.071 44 2.334 2.315 0.019 0.021 261 0.056 45 2.352 2.334 0.019 0.021 267 0.047 46 2.371 2.352 0.018 0.020 273 0.041 47 2.389 2.371 0.018 0.020 279 0.036 48 2.407 2.389 0.018 0.020 285 0.033 49 2.425 2.407 0.018 0.019 291 0.030 50 2.442 2.425 0.017 0.019 297 0.028 51 2.459 2.442 0.017 0.019 303 0.025 52 2.476 2.459 0.017 0.019 309 0.025 53 2.493 2.476 0.017 0.018 315 0.023 54 2.510 2.493 0.017 0.018 321 0.022 55 2.526 2.510 0.016 0.018 327 0.021 56 2.542 2.526 0.016 0.018 333 0.020 57 2.558 2.542 0.016 0.018 339 0.019 58 2.574 2.558 0.016 0.017 345 0.019 59 2.590 2.574 0.016 0.017 351 0.018 60 2.605 2.590 0.015 0.017 357 360 0.017 0 HUITT-ZOLLARS, INC. Inputs P 2.6 in Tc 6 min Area 7761 sq. ft 0.178 acre %imp 44% C 0.592 Vol 995 ft' Hyd PTINI P r(Ai-i; 1 0.609 0.000 2 0.779 0.609 3 0.900 0.779 4 0.995 0.900 5 1.078 0.996 5 1.150 1.078 7 1.215 1.150 8 1.274 1.215 9 1.329 1.274 10 1.379 1.329 11 1.427 1.379 12 1.471 1.427 13 1.514 1.471 14 1.554 1.514 15 1.593 1.554 15 1.630 1.593 17 1.565 1.630 18 1.599 1.655 19 1.732 1.699 20 1.764 1.732 21 1.795 1.754 22 1.825 1.795 23 1.854 1.825 24 1.882 1.854 25 1.909 1.882 25 1.936 1.909 27 1.962 1.936 28 1.988 1.962 29 2.013 1.988 30 2.037 2.013 31 2.061 2.037 32 2.084 2.061 33 2.107 2.084 34 2.130 2.107 35 2.152 2.130 36 2.173 2.152 37 2.195 2.173 38 2.215 2.195 39 2.236 2.215 40 2.256 2.236 41 2.276 2.256 42 2.296 2.276 43 2.315 2.296 44 2,334 2.315 45 2.352 2.334 46 2.371 2.352 47 2.389 2.371 48 2.407 2.389 49 2.425 2.407 50 2.442 2.425 51 2.459 2.442 52 2.476 2.459 53 2.493 2.476 54 2.510 2.493 55 2.526 2.510 56 2.542 2.526 57 2.558 2.542 58 2.574 2.558 59 2.590 2.574 60 2.505 2.590 Hydrograph Generation for Lot (8) Result 6/27/2014 (Total Storm Precipitation) (Per San Diego County Hydrology Manual Page 3-5) (Total Storm Volume) PA, 0.609 0.170 0.121 0.097 0.082 0.072 0.055 0.059 0.054 0.051 0.047 0.045 0.042 0.040 0.039 0.037 0.035 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.027 0.027 0.026 0.025 0.025 0.024 0.024 0.023 0.023 0.022 0.022 0.022 0.021 0.021 0.021 0.020 0.020 0.020 0.019 0.019 0.019 0.018 0.018 0.018 0.018 0.017 0.017 0.017 0.017 0.017 0.016 0.016 0.016 0.016 0.015 0.015 QA, 0.642 0.179 0.127 0.102 0.087 0.076 0.058 0.062 0.057 0.053 0.D50 0.047 0.045 0.043 0.041 0.039 0.037 0.036 0.035 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.028 0.027 0.026 0.026 0.025 0.025 0.024 0.024 0.023 0.023 0.022 0.022 0.022 0.021 0.021 0.021 0.020 0,020 0.020 0.019 0.019 0.019 0.019 0.018 0.018 0.018 0.018 0.018 0.017 0.017 0.017 0.017 0.017 0.016 T (min) 0 3 9 15 21 27 33 39 45 51 57 63 69 75 81 87 93 99 105 111 117 123 129 135 141 147 153 159 155 171 177 183 189 195 201 207 213 219 225 231 237 243 249 255 261 257 273 279 285 291 297 303 309 315 321 327 333 339 345 351 357 360 Q(c/s; 0 0.016 0.017 0.017 0.017 0.018 0.018 0.018 0.018 0.019 0.019 0.020 0.020 0.021 0.021 0.022 0.022 0.023 0.023 0,024 0,025 0,026 0,026 0.028 0.028 0.030 0.031 0.033 0.034 0.036 0.037 0.041 0.043 0.047 0.050 0.057 0.062 0,076 0,087 0.127 0.179 0.542 0,102 0,068 0,053 0,045 0,039 0,035 0.032 0.029 0.027 0.025 0.024 0.022 0.021 0.020 0,019 0.019 0.018 0,017 0.017 0 HUITT-ZOLLARS, INC. Inputs P 2.6 in Tc 6 min Area 7761 sq. ft 0.178 acre %imp 48% C 0.614 Vol 1032 ft' Hydrograph Generation for Lot (9) Result 6/27/2014 (Total Storm Precipitation) (Per San Diego County Hydrology Manual Page 3-5) (Total Storm Volume) Hydrograph Generation PTINI P TIN-Ij PA, QN T (min) 0 Q(c/s; 0 1 0.609 0.000 0.609 0.666 3 0.017 2 0.779 0.609 0.170 0.186 9 0.017 3 0.900 0.779 0.121 0.132 15 0.018 4 0.996 0.900 0.097 0.106 21 0.018 5 1.078 0.996 0.082 0.090 27 0.018 6 1.150 1.078 0.072 0.079 33 • 0.018 7 1.215 1.150 0.065 0.071 39 0.019 8 1.274 1.215 0.059 0.065 45 0.019 9 1.329 1.274 0.054 0.060 51 0.020 10 1.379 1.329 0.051 0.055 57 0.020 11 1.427 1.379 0.047 0.052 53 0.020 12 1.471 1.427 0.045 0.049 59 0.021 13 1.514 1.471 0.042 0.046 75 0.021 14 1.554 1.514 0.040 0.044 81 0.022 15 1.593 1.554 0.039 0.042 87 0.022 16 1.630 1.593 0.037 0.040 93 0.023 17 1.665 1.630 0.035 0.039 99 0.024 18 1.699 1.665 0.034 0.037 105 0.024 19 1.732 1.699 0.033 0.036 111 0.025 20 1.764 1.732 0.032 0.035 117 0.026 21 1.795 1.764 0.031 0.034 123 0.027 22 1.825 1.795 0.030 0.033 129 0.027 23 1.854 1.825 0.029 0.032 135 0.029 24 1.882 1.854 0.028 0.031 141 0.029 25 1.909 1.882 0.027 0.030 147 0.031 26 1.936 1.909 0.027 0.029 153 0.032 27 1.962 1.935 0.026 0.029 159 0.034 28 1.988 1.952 0.025 0.028 165 0.035 29 2.013 1.988 0.025 0.027 171 0.037 30 2.037 2.013 0.024 0.027 177 0.039 31 2.061 2.037 0.024 0.026 183 0.042 32 2.084 2.061 0.023 0.026 189 0.044 33 2.107 2.084 0.023 0.025 195 0.049 34 2.130 2.107 0.022 0.025 201 0.052 35 2.152 2.130 0.022 0.024 207 0.060 36 2.173 2.152 0.022 0.024 213 0.065 37 2.195 2.173 0.021 0.023 219 0.079 38 2.215 2.195 0.021 0.023 225 0.090 39 2.236 2.215 0.021 0.022 231 0.132 40 2.256 2.236 0.020 0.022 237 0.186 41 2.276 2.256 0.020 0.022 243 0.666 42 2.296 2.276 0.020 0.021 249 0.106 43 2.315 2.296 0.019 0.021 255 0.071 44 2.334 2.315 0.019 0.021 251 0.055 45 2.352 2.334 0.019 0.020 267 0.046 46 2.371 2.352 0.018 0.020 273 0.040 47 2.389 2.371 0.018 0.020 279 0.036 48 2.407 2.389 0.018 0.020 285 0.033 49 2.425 2.407 0.018 0.019 291 0.030 50 2.442 2.425 0.017 0.019 297 0.028 51 2.459 2.442 0.017 0.019 303 0.026 52 2.476 2.459 0.017 0.019 309 0.025 53 2.493 2.476 0.017 0.018 315 0.023 54 2.510 2.493 0.017 0.018 321 0.022 55 2.526 2.510 0.016 0.018 327 0.021 56 2.542 2.526 0.016 0.018 333 0.020 57 2.558 2.542 0.016 0.018 339 0.019 58 2.574 2.558 0.016 0.017 345 0.019 59 2.590 2.574 0.016 0.017 351 0.018 60 2.605 2.590 0.015 0.017 357 360 0.017 0 HUITT-ZOLLARS, INC. Inputs P Tc Hydrograph Generation for Lot (10) Result 6/27/2014 2.6 in 6 min (Total Storm Precipitation) Area 7761 sq. ft 0.178 acre %imp 44% C 0.592 Vol 995 ft' Hyd PTINI P TIN-ll 1 0.609 0.000 2 0.779 0.609 3 0.900 0.779 4 0.996 0.900 5 1.078 0.996 6 1.150 1.078 7 1.215 1.150 8 1.274 1.215 9 1.329 1.274 10 1.379 1.329 11 1.427 1.379 12 1.471 1.427 13 1.514 1.471 14 1.554 1.514 15 1.593 1.554 16 1.630 1.593 17 1.665 1.630 18 1.699 1.665 19 1.732 1.699 20 1.764 1.732 21 1.795 1.764 22 1.825 1.795 23 1.854 1.825 24 1.882 1.854 25 1.909 1.882 26 1.936 1.909 27 1.962 1.936 28 1.988 1.962 29 2.013 1.988 30 2.037 2.013 31 2.051 2.037 32 2.084 2.061 33 2.107 2.084 34 2.130 2.107 35 2.152 2.130 35 2.173 2.152 37 2.195 2.173 38 2.215 2.195 39 2.236 2.215 40 2.255 2.236 41 2.276 2.256 42 2.296 2.276 43 2.315 2.296 44 2.334 2.315 45 2.352 2.334 46 2.371 2.352 47 2.389 2.371 48 2.407 2.389 49 2.425 2.407 50 2.442 2.425 51 2.459 2.442 52 2.476 2.459 53 2.493 2.475 54 2.510 2.493 55 2.526 2.510 56 2.542 2.525 57 2.558 2.542 58 2.574 2.558 59 2.590 2.574 60 2.605 2.590 (Per San Diego County Hydrology Manual Page 3-5) (Total Storm Volume) Hydrograph Generation •^N 0.609 0.170 0.121 0.097 0.082 0.072 0.065 0.059 0.054 0.051 0.047 0.045 0.042 0.040 0.039 0.037 0.035 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.027 0.027 0.026 0.025 0.025 0.024 0.024 0.023 0.023 0.022 0.022 0.022 0.021 0.021 0.021 0.020 0.020 0.020 0.019 0.019 0.019 0.018 0.018 0.018 0.018 0.017 0.017 0.017 0.017 0.017 0.016 0.016 0.016 0.016 0.016 0.015 QA, 0.642 0.179 0.127 0.102 0.087 0.076 0.058 0.062 0.057 0.053 0.050 0.047 0.045 0.043 0.041 0.039 0.037 0.036 0.035 0.034 0.033 0.032 0.031 0.030 0.029 0.028 0.028 0.027 0.026 0.026 0.025 0.025 0.024 0.024 0.023 0.023 0.022 0.022 0.022 0.021 0.021 0.021 0.020 0.020 0.020 0.019 0.019 0.019 0.019 0.018 0.018 0.018 0.018 0.018 0.017 0.017 0.017 0.017 0.017 0.016 T(min) 0 3 9 15 21 27 33 39 45 51 57 63 69 75 81 87 93 99 105 111 117 123 129 135 141 147 153 159 155 171 177 183 189 195 201 207 213 219 225 231 237 243 249 255 261 267 273 279 285 291 297 303 309 315 321 327 333 339 345 351 357 360 Q(c/s; 0 0,016 0.017 0.017 0.017 0.018 0.018 0.018 0.018 0.019 0.019 0.020 0.020 0.021 0.021 0.022 0.022 0.023 0.023 0.024 0.025 0.026 0.026 0.028 0.028 0.030 0,031 0.033 0.034 0.036 0.037 0.041 0.043 0.047 0.050 0.057 0.062 0.076 0.087 0.127 0.179 0.642 0.102 0.068 0.053 0.045 0,039 0.035 0.032 0.029 0.027 0.025 0.024 0.022 0.021 0.020 0.019 0.019 0.018 0.017 0.017 0 HUITT-ZOLLARS, INC. Inputs P 2.6 in Tc 6 min Area 7500 sq. ft 0.172 acre %imp 53% c 0.6415 Vol 1042 ft' Hydrograph Generation for Lot (11) Result 6/27/2014 (Total Storm Precipitation) (Per San Diego County Hydrology Manual Page 3-5) (Total Storm Volume) Hydrograph Generation PTINI P TfN-ll PA, QN T (min) 0 Q(cfs) 0 1 0.609 0.000 0.609 0.673 3 0.017 2 0.779 0.609 0.170 0.188 9 0.017 3 0.900 0.779 0.121 0.133 15 0.018 4 0.996 0.900 0.097 0.107 21 0.018 5 1.078 0.996 0.082 0.091 27 0.018 6 1.150 1.078 0.072 0.080 33 0.019 7 1.215 1.150 0.055 0.071 39 0.019 8 1.274 1.215 0.059 0.065 45 0.019 9 1.329 1.274 0.054 0.060 51 0.020 10 1.379 1.329 0.051 0.055 57 0.020 11 1.427 1.379 0.047 0.052 53 0.021 12 1.471 1.427 0.045 0.049 69 0.021 13 1.514 1.471 0.042 0.047 75 0.022 14 1.554 1.514 0.040 0.045 81 0.022 15 1.593 1.554 0.039 0.043 87 0.023 16 1.630 1.593 0.037 0.041 93 0.023 17 1.665 1.630 0.035 0.039 99 0.024 18 1.699 1.655 0.034 0.038 105 0.024 19 1.732 1.699 0.033 0.036 111 0.025 20 1.754 1.732 0.032 0.035 117 0.026 21 1.795 1.764 0.031 0.034 123 0.027 22 1.825 1.795 0.030 0.033 129 0.028 23 1.854 1.825 0.029 0.032 135 0.029 24 1.882 1.854 0.028 0.031 141 0.030 25 1.909 1.882 0.027 0.030 147 0.031 25 1.936 1.909 0.027 0.030 153 0.032 27 1.962 1.936 0.026 0.029 159 0.034 28 1.988 1.962 0.025 0.028 155 0.035 29 2.013 1.988 0.025 0.028 171 0.038 30 2.037 2.013 0.024 0.027 177 0.039 31 2.061 2.037 0.024 0.026 183 0.043 32 2.084 2.061 0.023 0.026 189 0.045 33 2.107 2.084 0.023 0.025 195 0.049 34 2.130 2.107 0.022 0.025 201 0.052 35 2.152 2.130 0.022 0.024 207 0.060 36 2.173 2.152 0.022 0.024 213 0.065 37 2.195 2.173 0.021 0.023 219 0.080 38 2.215 2.195 0.021 0.023 225 0.091 39 2.236 2.215 0.021 0.023 231 0.133 40 2.256 2.236 0.020 0.022 237 0.188 41 2.276 2.256 0.020 0.022 243 0.673 42 2.296 2.275 0.020 0.022 249 0.107 43 2.315 2.296 0.019 0.021 255 0.071 44 2.334 2.315 0.019 0.021 261 0.056 45 2.352 2.334 0.019 0.021 267 0.047 46 2.371 2.352 0.018 0.020 273 0.041 47 2.389 2.371 0.018 0.020 279 0.036 48 2.407 2.389 0.018 0.020 285 0.033 49 2.425 2.407 0.018 0.020 291 0.030 50 2.442 2.425 0.017 0.019 297 0.028 51 2.459 2.442 0.017 0.019 303 0.026 52 2.476 2.459 0.017 0.019 309 0.025 53 2.493 2.476 0.017 0.019 315 0.023 54 2.510 2.493 0.017 0.018 321 0.022 55 2.526 2.510 0.016 0.018 327 0.021 55 2.542 2.526 0.016 0.018 333 0.020 57 2.558 2.542 0.016 0.018 339 0.020 58 2.574 2.558 0.015 0.018 345 0.019 59 2.590 2.574 0.016 0.017 351 0.018 60 2.605 2.590 0.015 0.017 357 360 0.018 0 HUITT-ZOLLARS, INC. Inputs P 2.6 in Tc 6 min Area 10528 sq. ft 0.242 acre %imp 29% C 0.5095 Vol 1152 ft' Hydrograph Generation for Lot (12) Result 6/27/2014 (Total Storm Precipitation) (Per San Diego County Hydrology Manual Page 3-5) (Total Storm Volume) PTIN) P rfAi-i; PA, QN T (min) 0 Q(cfs) 0 1 0.609 0.000 0.509 0.750 3 0.019 2 0.779 0.609 0.170 0.209 9 0.019 3 0.900 0.779 0.121 0.148 15 0.020 4 0.996 0.900 0.097 0.119 21 0.020 5 1.078 0.996 0.082 0.101 27 0.020 6 1.150 1.078 0.072 0.089 33 0.021 7 1.215 1.150 0.065 0.080 39 0.021 8 1.274 1.215 0.059 0.073 45 0,021 9 1.329 1.274 0.054 0.067 51 0.022 10 1.379 1.329 0.051 0.062 57 0.022 11 1.427 1.379 0.047 0.058 63 0.023 12 1.471 1.427 0.045 0.055 69 0.023 13 1.514 1.471 0.042 0.052 75 0.024 14 1.554 1.514 0.040 0.050 81 0.024 15 1.593 1.554 0.039 0.047 87 0.025 16 1.630 1.593 0.037 0.045 93 0.026 17 1.665 1.630 0.035 0.044 99 0.027 18 1.699 1.665 0.034 0.042 105 0.027 19 1.732 1.699 0.033 0.041 111 0.028 20 1.764 1.732 0.032 0.039 117 0.029 21 1.795 1.764 0.031 0.038 123 0.030 22 1.825 1.795 0.030 0.037 129 0.031 23 1.854 1.825 0.029 0.036 135 0.032 24 1.882 1.854 0.028 0.035 141 0.033 25 1.909 1.882 0.027 0.034 147 0.035 25 1.936 1.909 0.027 0.033 153 0.036 27 1.962 1.936 0.026 0.032 159 0.038 28 1.988 1.962 0.025 0.031 165 0.039 29 2.013 1.988 0.025 0.031 171 0.042 30 2.037 2.013 0.024 0.030 177 0.044 31 2.061 2.037 0.024 0.029 183 0.047 32 2.084 2.051 0.023 0.029 189 0.050 33 2.107 2.084 0.023 0.028 195 0.055 34 2.130 2.107 0.022 0.028 201 0.058 35 2.152 2.130 0.022 0.027 207 0.067 35 2.173 2.152 0.022 0.027 213 0.073 37 2.195 2.173 0.021 0.026 219 0.089 38 2.215 2.195 0.021 0.026 225 0.101 39 2.236 2.215 0.021 0.025 231 0.148 40 2.256 2.236 0.020 0.025 237 0.209 41 2.276 2.256 0.020 0.024 243 0.750 42 2.296 2.276 0.020 0.024 249 0.119 43 2.315 2.296 0.019 0.024 255 0.080 44 2.334 2.315 0.019 0.023 261 0.062 45 2.352 2.334 0.019 0.023 267 0.052 46 2.371 2.352 0.018 0.023 273 0.045 47 2.389 2.371 0.018 0.022 279 0.041 48 2.407 2.389 0.018 0.022 285 0.037 49 2.425 2.407 0.018 0.022 291 0.034 50 2.442 2.425 0.017 0.021 297 0.031 51 2.459 2.442 0.017 0.021 303 0.029 52 2.476 2.459 0.017 0.021 309 0.028 53 2.493 2.476 0.017 0.021 315 0.025 54 2.510 2.493 0.017 0.020 321 0.025 55 2.525 2.510 0.016 0.020 327 0.024 56 2.542 2.526 0.016 0.020 333 0.023 57 2.558 2.542 0.016 0.020 339 0.022 58 2.574 2.558 0.016 0.020 345 0.021 59 2.590 2.574 0.016 0.019 351 0,020 60 2.605 2.590 0.015 0.019 357 360 0.020 0 HUITT-ZOLLARS, INC. Inputs P 2.6 in Tc 6 min Area 39020 sq. ft 0.896 acre %imp 45% c 0.5986 Vol 5061 ft' Hydrograph Generation for Lot (13-17) Result 6/27/2014 (Total Storm Precipitation) (Per San Diego County Hydrology Manual Page 3-5) (Total Storm Volume) Hydrograph Generation PTINI P TIN-ll PN Q« T(min) 0 Q(c/s; 0 1 0.609 0.000 0.509 3.266 3 0.083 2 0.779 0.509 0.170 0.911 9 0.084 3 0.900 0.779 0.121 0.547 15 0.086 4 0.996 0.900 0.097 0.519 21 0.087 5 1.078 0.996 0.082 0.440 27 0.089 5 1.150 1.078 0.072 0.387 33 0.090 7 1.215 1.150 0.065 0.347 39 0.092 8 1.274 1.215 0.059 0.316 45 0.094 9 1.329 1.274 0,054 0.292 51 0.096 10 1.379 1.329 0.051 0.272 57 0.097 11 1.427 1.379 0.047 0.255 63 0.100 12 1.471 1.427 0.045 0.240 69 0,102 13 1.514 1.471 0.042 0.227 75 0.105 14 1.554 1.514 0.040 0.216 81 0.107 15 1.593 1.554 0.039 0.207 87 0.110 15 1.530 1.593 0.037 0.198 93 0.112 17 1.665 1.630 0.035 0.190 99 0.116 18 1.699 1.665 0.034 0.183 105 0.118 19 1.732 1.699 0.033 0.177 111 0.123 20 1.764 1.732 0.032 0.171 117 0.125 21 1.795 1.764 0.031 0.155 123 0.131 22 1.825 1.795 0.030 0.160 129 0.134 23 1.854 1.825 0.029 0.156 135 0.140 24 1.882 1.854 0.028 0.151 141 0.144 25 1.909 1.882 0.027 0.147 147 0.151 26 1.936 1.909 0.027 0.144 153 0.156 27 1.962 1.936 0.026 0.140 159 0.165 28 1.988 1.952 0.025 0.137 165 0.171 29 2.013 1.988 0.025 0.134 171 0.183 30 2.037 2.013 0.024 0.131 177 0.190 31 2.061 2.037 0.024 0.128 183 0.207 32 2.084 2.051 0.023 0.125 189 0.216 33 2.107 2.084 0.023 0.123 195 0.240 34 2.130 2.107 0.022 0.120 201 0.255 35 2.152 2.130 0.022 0.118 207 0.292 36 2.173 2.152 0.022 0.115 213 0.316 37 2.195 2.173 0.021 0.114 219 0.387 38 2.215 2.195 0.021 0.112 225 0.440 39 2.236 2.215 0.021 0.110 231 0.647 40 2.256 2.235 0.020 0.108 237 0.911 41 2.276 2.255 0.020 0.107 243 3.266 42 2.296 2.275 0.020 0.105 249 0.519 43 2.315 2.296 0.019 0.103 255 0.347 44 2.334 2.315 0.019 0.102 261 0.272 45 2.352 2.334 0.019 0.100 267 0.227 46 2.371 2.352 0.018 0.099 273 0.198 47 2.389 2.371 0.018 0.097 279 0.177 48 2.407 2.389 0.018 0.096 285 0.160 49 2.425 2.407 0.018 0.095 291 0.147 50 2.442 2.425 0.017 0.094 297 0.137 51 2.459 2.442 0.017 0.092 303 0.128 52 2.476 2.459 0.017 0.091 309 0.120 53 2.493 2.476 0.017 0.090 315 0.114 54 2.510 2.493 0.017 0.089 321 0.108 55 2.526 2.510 0.016 0.088 327 0.103 56 2.542 2.526 0.016 0.087 333 0.099 57 2.558 2.542 0.016 0.086 339 0.095 58 2.574 2.558 0.016 0.085 345 0.091 59 2.590 2.574 0.016 0.084 351 0.088 60 2.605 2.590 0.015 0.083 357 360 0.085 0 Attachment D Hydraulic Calculations Worksheet for Circular Pipe -1 Project Description Friction Method Solve For Input Data Manning Formula Normal Depth Roughness Coefficient 0.013 Channel Slope 0.00600 ft/ft Diameter 3.00 ft Discharge 52.34 ft='/s Results Normal Depth 2.50 ft Flow Area 6.29 ft^ Wetted Perimeter 6.89 ft Hydraulic Radius 0.91 ft Top Width 2.24 ft Critical Depth 2.35 ft Percent Full 83.2 % Critical Slope 0.00671 ft/ft Velocity 8.33 ft/s Velocity Head 1.08 ft Specific Energy 3.57 ft Froude Number 0.88 Maximum Discharge 55.57 ft'/s Discharge Full 51.66 ftVs Slope Full 0.00618 ft/ft Flow Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 83.20 % Downstream Velocity Infinity ft/s 7/7/2014 10:23:19 AM Bentley Systems, Inc. Haestad Methods SoliBeiitie^filewMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page lot 2 Woricsiieet for Circular Pipe -1 GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 2.50 ft Critical Depth 2.35 ft Channel Slope 0.00600 ft/ft Critical Slope 0.00671 ft/ft Bentley Systems, Inc. Haestad Methods SolBfantiS^fitenMaster V8i (SELECTseries 1) [08.11.01.03] 7/7/2014 10:23:19 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Tl CARLSBAD VALLEY 17 T2 100-YR DESIGN STORM T3 3/10/14 RC SO 668. 730 149 260 1 153.380 R 694. 770 149 390 1 . 013 17.553 000 0 R 740. 190 149 630 1 . 013 .000 -90 000 0 R 1000. 000 150 490 1 .013 .000 000 0 R 1025. 160 150 930 1 . 013 .000 000 0 JX 1028 . 160 150 990 1 2 . 013 2 750 151.000 -90.0 000 R 1055. 000 151 460 1 . 013 .000 000 0 R 1113. 920 151 750 1 . 013 .000 000 0 JX 1119. 330 151 780 4 3 . 013 14 090 151.670 90.0 000 R 1157. 940 151 780 4 .013 . 000 000 0 SH 1157. 940 151 970 4 151.790 CD 1 4 1 000 3 000 000 .000 .000 .00 CD 2 4 1 000 1 250 000 .000 .000 . 00 CD 3 3 0 000 4 000 7 000 .000 .000 . 00 CD 4 3 0 000 1 250 4 500 .000 .000 . 00 Q 25.480 . 0 FILE: CB-IOO.WSW W S P G W - CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1404 WATER SURFACE PROFILE LISTING Date: 8-14-2014 Time:10:47: 9 CARLSBAD VALLEY 17 100-YR DESIGN STORM 3/10/14 RC Station L/Elem ********* 668.730 26.040 694.770 45.420 740.190 259.810 1000.000 25.160 1025.160 JUNCT STR 1028.160 26.840 1055.000 58.920 1113.920 JUNCT STR Invert Elev Ch Slope ********* 149.260 . 0050 149.390 . 0053 149.630 . 0033 150.490 . 0175 150.930 . 0200 150.990 . 0175 151.460 . 0049 151.750 . 0055 Depth (FT) •k-k-k-k-k-k-k-k 4 .120 4 . 144 4.252 4 . 438 4.099 4 .191 3.815 3.733 Water Elev ********* 153.380 153.534 153.882 154.928 155.029 155.181 155.275 155.483 Q (CFS) ********* 42.32 42.32 42.32 42.32 42.32 39. 57 39.57 39.57 Vel Vel (FPS) Head SF Ave ******* I******* 5.99 •I- 5.99 -I- 5.99 •I- 5. 99 •I- 5.99 •I- 5. 60 •I- 5. 60 •I- 5. 60 .56 , 0040 . 56 .0040 .56 . 0040 . 56 .0040 .56 .0038 .49 .0035 .49 . 0035 .49 . 0041 Energy Grd.El. HF tr******* 153.94 . 10 154.09 . 18 154.44 1.05 155.48 . 10 155.59 .01 155.67 .09 155.76 .21 155.97 .02 Super Elev SE Dpth ******* . 00 .00 . 00 4 .14 .00 4.25 . 00 4.44 .00 4 .10 . 00 4 . 19 . 00 3.82 . 00 3.73 Critical Depth Froude N ******** 2.12 .00 2.12 . 00 2.12 .00 2.12 . 00 2.12 . 00 2.05 .00 2 . 05 . 00 2.05 .00 Flow Top Width Norm Dp ******** . 00 2.22 . 00 2.17 .00 3.00 .00 1.46 .00 . 00 1.41 . 00 2.12 .00 Height/ Dia.-FT "N" •k k -k k^ -k -k -k 3.000 . 013 3.000 . 013 3.000 . 013 3.000 . 013 3.000 . 013 3.000 . 013 3.000 . 013 3.000 . 013 Base Wt or I.D. X-Fall ******* . 000 . 00 . 000 . 00 .000 . 00 . 000 . 00 . 000 .00 . 000 . 00 . 000 . 00 .000 ZL ZR -k * -k -k -k . 00 . 00 .00 . 00 . 00 .00 . 00 . 00 . 00 . 00 .00 . 00 . 00 . 00 . 00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 . 0 PIPE 1 . 0 PIPE 1 . 0 PIPE 1 . 0 PIPE 1 . 0 PIPE 1 .0 ,00 .00 PIPE WARNING - Junction Analysis - Change in Channel Type FILE: CB-IOO.WSW W S P G W - CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1404 WATER SURFACE PROFILE LISTING Date: 8-14-2014 Time:10:47: 9 CARLSBAD VALLEY 17 100-YR DESIGN STORM 3/10/14 RC ***************Tt**,lr***Tt******lt**,t***************************************************,t************************Tk'A-5t********** ******** I Invert | Depth I Water I Q | Vel Vel | Energy | Super |Critical|Flow Top I Height/1Base Wt| |No Wth Station I Elev | (FT) | Elev | (CFS) | (FPS) Head I Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.I ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem |Ch Slope | | I I SF Ave| HF |SE Dpth|Froude N|Norm Dp I "N" | X-Fall| ZR IType Ch ********* I********* I******** I********* I********* I******* I******* [********* I******* I******** I******** I******* I******* I***** I******* lllll IIIIIIII 1119.330 151.780 4.242 156.022 25.48 4.53 .32 156.34 .00 1.00 4.50 1.250 4.500 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 38.610 .0000 .0041 .16 4.24 .71 .00 .013 .00 .00 BOX lllll IIIIIIII 1157.940 151.780 4.400 156.180 25.48 4.53 .32 156.50 .00 1.00 4.50 1.250 4.500 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- Attachment E Hydrology Exhibit / Site Plan / Basin Details Appendix F Technical Appendix: PondPack Calculations Appendix F-l Lot 1 Routing Project Summary Title Engineer Company Date 7/9/2013 Notes Bentley PondPack V8i Lot 1 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page lof 29 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure -1 Outlet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Networl< Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Curve Volume Equations Outlet Input Data Individual Outlet Curves Composite Rating Curve Diverted Hydrograph Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 22 23 27 Pond Inflow Summary 28 Subsection: User Notifications No user User Notifications? notifications generated. Bentley PondPack V8i Lot 1 Basin, ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 29 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure -1 Outlet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Networl< Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Curve Volume Equations Outlet Input Data Individual Outlet Curves Composite Rating Curve Diverted Hydrograph Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 22 23 27 Pond Inflow Summary 28 Subsection: User Notifications No user User Notifications? notifications generated. Bentley PondPack V8i Lot 1 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 29 06795 USA +1-203-755-1666 Subsection: Master Network Summary Catchments Summary Label Scenario Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (hours) CM-1 Base 0 0.023 4.050 Pealc Flow (ft^/s) 0.64 Node Summary Label Scenario Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (hours) 0-1 Base 0 0.009 4.150 Peak Flow 0.19 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) (ftVs) (years) (ac-ft) PO-1 (IN) Base 0 0.048 4.050 0.64 PO-1 (OUT) Base 0 0.009 4.150 0.19 Maximum Water Maximum Pond Surface Elevation Storage (ft) (ac-ft) (N/A) (N/A) 100.99 0.006 Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 3 of 29 Subsection: Read Hydrograph Label: CM-1 Peak Discharge 0.64 ftVs Time to Peak 4.050 hours Hydrograph Volume 0.023 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Time (hours) Flow (ftVs) Flow (ftVs) Flow Flow 0.050 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 2.050 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.04 3.050 0.04 0.04 0.05 0.05 3.550 0.06 0.08 0.09 0.13 4.050 0.64 0.10 0.07 0.05 4.550 0.04 0.04 0.03 0.03 5.050 0.03 0.02 0.02 0.02 5.550 0.02 0.02 0.02 0.02 Flow (ftVs) Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 4 of 29 Subsection: Addition Summary Label: 0-1 Summary for Hydrograph Addition at '0-1' Upstream Link Outlet-1 Inflow Type Flow (From) Flow (In) PO-1 Node Inflows Element Volume (ac-ft) Outlet-1 0-1 0.009 0.009 Upstream Node Time to Peak (hours) 4.150 4.150 Flow (Peak) 0.19 0.19 Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 5 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 0.000 99.50 99.50 99.51 99.53 0.250 99.55 99.55 99.55 99.56 0.500 99.56 99.56 99.56 99.56 0.750 99.56 99.56 99.56 99.56 1.000 99.56 99.56 99.57 99.57 1.250 99.57 99.57 99.57 99.57 1.500 99.57 99.57 99.57 99.57 1.750 99.58 99.58 99.58 99.58 2.000 99.58 99.58 99.58 99.59 2.250 99.59 99.59 99.59 99.59 2.500 99.60 99.60 99.60 99.61 2.750 99.62 99.62 99.63 99.64 3.000 99.66 99.68 99.70 99.72 3.250 99.76 99.78 99.81 99.84 3.500 99.91 99.95 99.99 100.04 3.750 100.12 100.16 100.21 100.25 4.000 100.46 100.76 100.98 100.99 4.250 100.82 100.72 100.62 100.52 4.500 100.34 100.27 100.21 100.16 4.750 100.11 100.09 100.08 100.06 5.000 100.04 100.03 100.02 100.01 5.250 99.99 99.98 99.97 99.96 5.500 99.93 99.92 99.91 99.89 5.750 99.86 99.85 99.83 99.81 6.000 99.78 99.76 99.74 99.72 6.250 99.68 99.66 99.64 99.62 6.500 99.58 99.57 99.57 99.56 6.750 99.56 99.56 99.56 99.56 7.000 99.56 99.56 99.56 99.56 7.250 99.56 99.56 99.56 99.56 7.500 99.56 99.56 99.56 99.56 7.750 99.56 99.56 99.56 99.56 8.000 99.56 99.56 99.56 99.56 8.250 99.56 99.56 99.56 99.56 8.500 99.56 99.56 99.56 99.56 8.750 99.56 99.56 99.56 99.56 9.000 99.56 99.56 99.56 99.56 9.250 99.56 99.56 99.56 99.56 9.500 99.56 99.56 99.56 99.56 9.750 99.56 99.56 99.56 99.56 10.000 99.56 99.56 99.56 99.56 10.250 99.56 99.56 99.56 99.56 10.500 99.56 99.56 99.56 99.56 10.750 99.56 99.56 99.56 99.56 11.000 99.56 99.56 99.56 99.56 11.250 99.56 99.56 99.56 99.56 11.500 99.56 99.56 99.56 99.56 11.750 99.56 99.56 99.56 99.56 12.000 99.56 99.56 99.56 99.56 Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 6 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 12.250 99.56 99.56 99.56 99.56 12.500 99.56 99.56 99.56 99.56 12.750 99.56 99.56 99.56 99.56 13.000 99.56 99.56 99.56 99.56 13.250 99.56 99.56 99.56 99.56 13.500 99.56 99.56 99.56 99.56 13.750 99.56 99.56 99.56 99.56 14.000 99.56 99.56 99.56 99.56 14.250 99.56 99.56 99.56 99.56 14.500 99.56 99.56 99.56 99.56 14.750 99.56 99.56 99.56 99.56 15.000 99.56 99.56 99.56 99.56 15.250 99.56 99.56 99.56 99.56 15.500 99.56 99.56 99.56 99.56 15.750 99.56 99.56 99.56 99.56 16.000 99.56 99.56 99.56 99.56 16.250 99.56 99.56 99.56 99.56 16.500 99.56 99.56 99.56 99.56 16.750 99.56 99.56 99.56 99.56 17.000 99.56 99.56 99.56 99.56 17.250 99.56 99.56 99.56 99.56 17.500 99.56 99.56 99.56 99.56 17.750 99.56 99.56 99.56 99.56 18.000 99.56 99.56 99.56 99.56 18.250 99.56 99.56 99.56 99.56 18.500 99.56 99.56 99.56 99.56 18.750 99.56 99.56 99.56 99.56 19.000 99.56 99.56 99.56 99.56 19.250 99.56 99.56 99.56 99.56 19.500 99.56 99.56 99.56 99.56 19.750 99.56 99.56 99.56 99.56 20.000 99.56 99.56 99.56 99.56 20.250 99.56 99.56 99.56 99.56 20.500 99.56 99.56 99.56 99.56 20.750 99.56 99.56 99.56 99.56 21.000 99.56 99.56 99.56 99.56 21.250 99.56 99.56 99.56 99.56 21.500 99.56 99.56 99.56 99.56 21.750 99.56 99.56 99.56 99.56 22.000 99.56 99.56 99.56 99.56 22.250 99.56 99.56 99.56 99.56 22.500 99.56 99.56 99.56 99.56 22.750 99.56 99.56 99.56 99.56 23.000 99.56 99.56 99.56 99.56 23.250 99.56 99.56 99.56 99.56 23.500 99.56 99.56 99.56 99.56 23.750 99.56 99.56 99.56 99.56 24.000 99.56 (N/A) (N/A) (N/A) Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 7 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.54 99.56 99.56 99.56 99.57 99.57 99.58 99.58 99.59 99.60 99.61 99.65 99.74 99.87 100.08 100.31 100.91 100.43 100<13 100.05 100.00 99.95 99.88 99.79 99.70 99.60 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 8 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 (N/A) Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 9 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Lot 1 Basin.ppc 7/5/2014 Volume (ac-ft) Volume (ac-ft) Volume Volume 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 1.250 0.000 0.000 0.000 0.000 1.500 0.000 0.000 0.000 0.000 1.750 0.000 0.000 0.000 0.000 2.000 0.000 0.000 0.000 0.000 2.250 0.000 0.000 0.000 0.000 2.500 0.000 0.000 0.000 0.000 2.750 0.000 0.000 0.000 0.000 3.000 0.000 0.000 0.001 0.001 3.250 0.001 0.001 0.001 0.001 3.500 0.001 0.001 0.001 0.002 3.750 0.002 0.002 0.002 0.002 4.000 0.003 0.005 0.006 0.006 4.250 0.005 0.005 0.004 0.004 4.500 0.003 0.002 0.002 0.002 4.750 0.002 0.002 0.002 0.002 5.000 0.002 0.002 0.001 0.001 5.250 0.001 0.001 0.001 0.001 5.500 0.001 0.001 0.001 0.001 5.750 0.001 0.001 0.001 0.001 6.000 0.001 0.001 0.001 0.001 6.250 0.000 0.000 0.000 0.000 6.500 0.000 0.000 0.000 0.000 6.750 0.000 0.000 0.000 0.000 7.000 0.000 0.000 0.000 0.000 7.250 0.000 0.000 0.000 0.000 7.500 0.000 0.000 0.000 0.000 7.750 0.000 0.000 0.000 0.000 8.000 0.000 0.000 0.000 0.000 8.250 0.000 0.000 0.000 0.000 8.500 0.000 0.000 0.000 0.000 8.750 0.000 0.000 0.000 0.000 9.000 0.000 0.000 0.000 0.000 9.250 0.000 0.000 0.000 0.000 9.500 0.000 0.000 0.000 0.000 9.750 0.000 0.000 0.000 0.000 10.000 0.000 0.000 0.000 0.000 10.250 0.000 0.000 0.000 0.000 10.500 0.000 0.000 0.000 0.000 10.750 0.000 0.000 0.000 0.000 11.000 0.000 0.000 0.000 0.000 11.250 0.000 0.000 0.000 0.000 11.500 0.000 0.000 0.000 0.000 11.750 0.000 0.000 0.000 0.000 12.000 0.000 0.000 0.000 0.000 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 10 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) 12.250 0.000 0.000 0.000 0.000 12.500 0.000 0.000 0.000 0.000 12.750 0.000 0.000 0.000 0.000 13.000 0.000 0.000 0.000 0.000 13.250 0.000 0.000 0.000 0.000 13.500 0.000 0.000 0.000 0.000 13.750 0.000 0.000 0.000 0.000 14.000 0.000 0.000 0.000 0.000 14.250 0.000 0.000 0.000 0.000 14.500 0.000 0.000 0.000 0.000 14.750 0.000 0.000 0.000 0.000 15.000 0.000 0.000 0.000 0.000 15.250 0.000 0.000 0.000 0.000 15.500 0.000 0.000 0.000 0.000 15.750 0.000 0.000 0.000 0.000 16.000 0.000 0.000 0.000 0.000 16.250 0.000 0.000 0.000 0.000 16.500 0.000 0.000 0.000 0.000 16.750 0.000 0.000 0.000 0.000 17.000 0.000 0.000 0.000 0.000 17.250 0.000 0.000 0.000 0.000 17.500 0.000 0.000 0.000 0.000 17.750 0.000 0.000 0.000 0.000 18.000 0.000 0.000 0.000 0.000 18.250 0.000 0.000 0.000 0.000 18.500 0.000 0.000 0.000 0.000 18.750 0.000 0.000 0.000 0.000 19.000 0.000 0.000 0.000 0.000 19.250 0.000 0.000 0.000 0.000 19.500 0.000 0.000 0.000 0.000 19.750 0.000 0.000 0.000 0.000 20.000 0.000 0.000 0.000 0.000 20.250 0.000 0.000 0.000 0.000 20.500 0.000 0.000 0.000 0.000 20.750 0.000 0.000 0.000 0.000 21.000 0.000 0.000 0.000 0.000 21.250 0.000 0.000 0.000 0.000 21.500 0.000 0.000 0.000 0.000 21.750 0.000 0.000 0.000 0.000 22.000 0.000 0.000 0.000 0.000 22.250 0.000 0.000 0.000 0.000 22.500 0.000 0.000 0.000 0.000 22.750 0.000 0.000 0.000 0.000 23.000 0.000 0.000 0.000 0.000 23.250 0.000 0.000 0.000 0.000 23.500 0.000 0.000 0.000 0.000 23.750 0.000 0.000 0.000 0.000 24.000 0.000 (N/A) (N/A) (N/A) Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 11 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.002 0.003 0.006 0.003 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 12 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 13 of 29 Subsection: Elevation-Area Volume Curve Label: PO-1 Elevation (ft) Planimeter (ft^) Area (acres) AH-A2+sqr(Al*A2) (acres) 99.50 0.0 0.000 0.000 99.51 0.0 0.002 0.002 100.00 0.0 0.003 0.009 101.00 0.0 0.006 0.014 Volume (ac-ft) Volume (Total) (ac-ft) 0.000 0.000 0.000 0.000 0.001 0.001 0.005 0.006 Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 14 of 29 Subsection: Volume Equations Label: PO-1 Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal Area2 -I- sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley PondPack V8i Lot 1 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 15 of 29 06795 USA +1-203-755-1666 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Requested Pond Water Surface Elevations Minimum (Headwater) 99.50 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 101.00 ft Outlet Connectivity structure Type Outlet ID Direction Outfall El E2 (ft) (ft) Orifice-Circular Orifice -1 Forward TW 100.00 101.00 Tailwater Settings Tailwater (N/A) (N/A) Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 16 of 29 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Structure ID: Orifice -1 Structure Type: Orifice-Circular Number of Openings 1 Elevation 100.00 ft Orifice Diameter 2.8 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Ctiannel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance 0.01 fl- (Minimum) 0.01 it. Tailwater Tolerance 0.50 ft (Maximum) Headwater Tolerance 0.01 ft (Minimum) 0.01 ft Headwater Tolerance 0.50 ft (Maximum) 0.50 ft Flow Tolerance (Minimum) 0.001 ftVs Flow Tolerance (Maximum) 10.000 ftVs Bentley PondPack V8i Lot 1 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 17 of 29 06795 USA +1-203-755-1666 Subsection: Individual Outlet Curves Label: Composite Outlet Structure -1 RATING TABLE FOR ONE OUTLET TYPE Structure ID = Orifice -1 (Orifice-Circular) Upstream ID = (Pond Water Surface) Downstream ID = Tailwater (Pond Outfall) Water Surface Elevation Flow Tailwater Elevation (ft) (ftVs) (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.01 (N/A) 100.20 0.05 (N/A) 100.30 0.09 (N/A) 100:40 0.11 (N/A) 100.50 0.13 (N/A) 100.60 0.14 (N/A) 100.70 0.15 (N/A) 100.80 0.17 (N/A) 100.90 0.18 (N/A) 101.00 0.19 (N/A) Convergence Error Computation Messages (ft) 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below Invert 0.00 Upstream HW & DNstream TW < Inv. El n nn CRFT.DEPTH CONTROL Vh= .029ft Dcr= .072ft u.uu CRrr.DEPTH Hev= .00ft n nn CRIT.DEPTH CONTROL Vh= .060ft Dcr= .141ft u.uu CRFT.DEPTH Hev= .00ft 0.00 H =.19 0.00 H =.29 0.00 H =.39 0.00 H =.49 0.00 H =.59 0.00 H =.69 0.00 H =.79 0.00 H =.89 Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 18 of 29 Subsection: Composite Rating Curve Label: Composite Outlet Structure -1 Composite Outflow Summary Water Surface Elevation Flow (ft) ms) Tailwater Elevation (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.01 (N/A) 100.20 0.05 (N/A) 100.30 0.09 (N/A) 100.40 0.11 (N/A) 100.50 0.13 (N/A) 100.60 0.14 (N/A) 100.70 0.15 (N/A) 100.80 0.17 (N/A) 100.90 0.18 (N/A) 101.00 0.19 (N/A) Convergence Error (ft) Contributing Structures 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 19 of 29 Subsection: Diverted Hydrograph Label: Outlet-1 Peak Discharge 0.19 ft3/s Time to Peak 4.150 hours Hydrograph Volume 0.009 ac-ft Time (hours) HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow ms) 3.600 0.00 0.01 0.01 0.02 3.850 0.05 0.07 0.09 0.12 4.100 0.19 0.19 0.18 0.17 4.350 0.14 0.13 0.11 0.10 4.600 0.05 0.04 0.03 0.02 4.850 0.01 0.01 0.01 0.01 5.100 0.00 0.00 0.00 (N/A) Flow ms) Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 20 of 29 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Initial Conditions Constant 0.03 ftVs Elevation (Water Surface, Initial) 99.50 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ftVs Flow (Initial Infiltration) 0.00 ftVs Flow (Initial, Total) 0.00 ft^/s Time Increment 0.050 hours Elevation (ft) Outflow ms) storage (ac-ft) Area (acres) Infiltration ms) 99.50 0.00 0.000 0.000 0.00 99.60 0.00 0.000 0.003 0.03 99.70 0.00 0.001 0.003 0.03 99.80 0.00 0.001 0.003 0.03 99.90 0.00 0.001 0.003 0.03 100.00 0.00 0.001 0.003 0.03 100.10 0.01 0.002 0.004 0.03 100.20 0.05 0.002 0.004 0.03 100.30 0.09 0.003 0.004 0.03 100.40 0.11 0.003 0.004 0.03 100.50 0.13 0.003 0.005 0.03 100.60 0.14 0.004 0.005 0.03 100.70 0.15 0.004 0.005 0.03 100.80 0.17 0.005 0.005 0.03 100.90 0.18 0.006 0.006 0.03 101.00 0.19 0.006 0.006 0.03 Flow (Total) 2S/t + 0 ms) (ftVs) 0.00 0.00 0.03 0.14 0.03 0.27 0.03 0.41 0.03 0.56 0.03 0.72 0.04 0.91 0.08 1.13 0.12 1.36 0.14 1.59 0.16 1.83 0.17 2.07 0.18 2.33 0.20 2.60 0.21 2.89 0.22 3.18 Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 21 of 29 Subsection: Level Pool Pond Routing Summary Label: PO-1 (IN) Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.03 ftVs Initial Conditions Elevation (Water Surface, Initial) Volume (Initial) Flow (Initial Outlet) Flow (Initial Infiltration) Flow (Initial, Total) Time Increment 99.50 ft 0.000 ac-ft 0.00 ftVs 0.00 ftVs 0.00 ft3/s 0.050 hours Inflow/Outflow Hydrograph Summary Row (Peak In) Infiltration (Peak) Flow (Peak Outlet) 0.64 ft3/s Time to Peak (Flow, In) 4.050 hours 0.03 ftVs Time to Peak (Infiltration) 2.600 hours 0.19 ft^/s Time to Peak (Flow, Outlet) 4.150 hours Elevation (Water Surface, Peak) Volume (Peak) Mass Balance (ac-ft) 100.99 ft 0.006 ac-ft Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 0.048 ac-ft Volume (Total Infiltration) 0.039 ac-ft Volume (Total Outlet 0.009 ac-ft Outflow) 0.009 ac-ft Volume (Retained) 0.000 ac-ft Volume (Unrouted) 0.000 ac-ft Error (Mass Balance) 0.0 % Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 22 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Peak Discharge Time to Peak Hydrograph Volume 0.03 ftVs 4.400 hours 0.039 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow (ft3/s) (ftVs) ms) ms) 0.050 0.00 0.00 0.01 0.01 0.300 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 0.800 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.300 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 1.800 0.02 0.02 0.02 0.02 2.050 0.03 0.03 0.03 0.03 2.300 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.03 2.800 0.03 0.03 0.03 0.03 3.050 0.03 0.03 0.03 0.03 3.300 0.03 0.03 0.03 0.03 3.550 0.03 0.03 0.03 0.03 3.800 0.03 0.03 0.03 0.03 4.050 0.03 0.03 0.03 0.03 4.300 0.03 0.03 0.03 0.03 4.550 0.03 0.03 0.03 0.03 4.800 0.03 0.03 0.03 0.03 5.050 0.03 0.03 0.03 0.03 5.300 0.03 0.03 0.03 0.03 5.550 0.03 0.03 0.03 0.03 5.800 0.03 0.03 0.03 0.03 6.050 0.03 0.03 0.03 0.03 6.300 0.03 0.03 0.03 0.03 6.550 0.02 0.02 0.02 0.02 6.800 0.02 0.02 0.02 0.02 7.050 0.02 0.02 0.02 0.02 7.300 0.02 0.02 0.02 0.02 7.550 0.02 0.02 0.02 0.02 7.800 0.02 0.02 0.02 0.02 8.050 0.02 0.02 0.02 0.02 8.300 0.02 0.02 0.02 0.02 8.550 0.02 0.02 0.02 0.02 8.800 0.02 0.02 0.02 0.02 9.050 0.02 0.02 0.02 0.02 9.300 0.02 0.02 0.02 0.02 9.550 0.02 0.02 0.02 0.02 9.800 0.02 0.02 0.02 0.02 10.050 0.02 0.02 0.02 0.02 10.300 0.02 0.02 0.02 0.02 10.550 0.02 0.02 0.02 0.02 10.800 0.02 0.02 0.02 0.02 11.050 0.02 0.02 0.02 0.02 Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 23 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Lot 1 Basin.ppc 7/5/2014 Flow ms) Flow (ftVs) Flow ms) 11.300 0.02 0.02 0.02 0.02 11.550 0.02 0.02 0.02 0.02 11.800 0.02 0.02 0.02 0.02 12.050 0.02 0.02 0.02 0.02 12.300 0.02 0.02 0.02 0.02 12.550 0.02 0.02 0.02 0.02 12.800 0.02 0.02 0.02 0.02 13.050 0.02 0.02 0.02 0.02 13.300 0.02 0.02 0.02 0.02 13.550 0.02 0.02 0.02 0.02 13.800 0.02 0.02 0.02 0.02 14.050 0.02 0.02 0.02 0.02 14.300 0.02 0.02 0.02 0.02 14.550 0.02 0.02 0.02 0.02 14.800 0.02 0.02 0.02 0.02 15.050 0.02 0.02 0.02 0.02 15.300 0.02 0.02 0.02 0.02 15.550 0.02 0.02 0.02 0.02 15.800 0.02 0.02 0.02 0.02 16.050 0.02 0.02 0.02 0.02 16.300 0.02 0.02 0.02 0.02 16.550 0.02 0.02 0.02 0.02 16.800 0.02 0.02 0.02 0.02 17.050 0.02 0.02 0.02 0.02 17.300 0.02 0.02 0.02 0.02 17.550 0.02 0.02 0.02 0.02 17.800 0.02 0.02 0.02 0.02 18.050 0.02 0.02 0.02 0.02 18.300 0.02 0.02 0.02 0.02 18.550 0.02 0.02 0.02 0.02 18.800 0.02 0.02 0.02 0.02 19.050 0.02 0.02 0.02 0.02 19.300 0.02 0.02 0.02 0.02 19.550 0.02 0.02 0.02 0.02 19.800 0.02 0.02 0.02 0.02 20.050 0.02 0.02 0.02 0.02 20.300 0.02 0.02 0.02 0.02 20.550 0.02 0.02 0.02 0.02 20.800 0.02 0.02 0.02 0.02 21.050 0.02 0.02 0.02 0.02 21.300 0.02 0.02 0.02 0.02 21.550 0.02 0.02 0.02 0.02 21.800 0.02 0.02 0.02 0.02 22.050 0.02 0.02 0.02 0.02 22.300 0.02 0.02 0.02 0.02 22.550 0.02 0.02 0.02 0.02 22.800 0.02 0.02 0.02 0.02 23.050 0.02 0.02 0.02 0.02 23.300 0.02 0.02 0.02 0.02 23.550 0.02 0.02 0.02 0.02 Flow (ftVs) Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 24 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow (hours) ms) (ftVs) (ft^/s) 23.800 I 0.02 I 0.021 0.02 I Flow ms) 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Flow (ftVs) 0.02 Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 25 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow (ftVs) 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 26 of 29 Subsection: Pond Routed Hydrograph (total out) Label: PO-1 (OUT) Peak Discharge Time to Peak Hydrograph Volume 0.19 ftVs 4.150 hours 0.009 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow (ftVs) Flow ms) Flow ms) Flow ms) 3.600 0.00 0.01 0.01 0.02 3.850 0.05 0.07 0.09 0.12 4.100 0.19 0.19 0.18 0.17 4.350 0.14 0.13 0.11 0.10 4.600 0.05 0.04 0.03 0.02 4.850 0.01 0.01 0.01 0.01 5.100 0.00 0.00 0.00 (N/A) Flow (ftVs) Lot 1 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 27 of 29 Subsection: Pond Inflow Summary Label: PO-1 (IN) Summary for Hydrograph Addition at 'PO-1' Upstream Link Upstream Node <Catchment to Outflow Node> CM-1 Node Inflows Inflow Type Element Volume Time to Peak Flow (Peak) (ac-ft) (hours) (ft^/s) Flow (From) CM-1 0.023 4.050 0.64 Flow (In) PO-1 0.048 4.050 0.64 , ., _ . Bentley PondPack V8i Lot 1 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08 11 01 51] ^'^'2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 28 of 29 06795 USA +1-203-755-1666 Index c CM-1 (Read Hydrograph)...4 Composite Outlet Structure -1 (Composite Rating Curve)...19 Composite Outlet Structure -1 (Individual Outlet Curves)... 18 Composite Outlet Structure -1 (Outlet Input Data)...16,17 M Master Network Summary...3 0 0-1 (Addition Summary)...5 Outlet-1 (Diverted Hydrograph)...20 P PO-1 (Elevation-Area Volume Curve)...14 PO-1 (Elevation-Volume-Flow Table (Pond))...21 PO-1 (IN) (Level Pool Pond Routing Summary)...22 PO-1 (IN) (Pond Inflow Summary)...28 PO-1 (IN) (Time vs. Elevation)...6, 7, 8, 9 PO-1 (INF) (Pond Infiltration Hydrograph)...23, 24, 25, 26 PO-1 (OUT) (Pond Routed Hydrograph (total out))...27 PO-1 (Time vs. Volume)...10,11,12,13 PO-1 (Volume Equations)... 15 U User Notif ications... 2 Bentley PondPack V8i Lot 1 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 29 of 29 06795 USA +1-203-755-1666 Appendix F-2 Lot 2 Routing Project Summary Title Engineer Company Date 7/9/2013 Notes Bentley PondPack V8i Lot2 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 29 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure -1 Outlet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Network Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Curve Volume Equations Outlet Input Data Individual Outlet Curves Composite Rating Curve Diverted Hydrograph Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 22 23 27 Pond Inflow Summary 28 Subsection: User Notifications No user User Notifications? notifications generated. Bentley PondPack V8i Lot 2 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 29 06795 USA +1-203-755-1666 Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) (years) CM-1 Base 0 0.022 4.050 Peak Flow ms) 0.63 Node Summary Label Scenario Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (hours) 0-1 Base 0.009 4.150 Peak Flow ms) 0.19 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) ms) (years) (ac-ft) PO-1 (IN) Base 0 0.046 4.050 0.63 PO-1 (OUT) Base 0 0.009 4.150 0.19 Maximum Water Maximum Pond Surface Elevation Storage (ft) (ac-ft) (N/A) (N/A) 100.98 0.006 Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 3 of 29 Subsection: Read Hydrograph Label: CM-1 Peak Discharge 0.63 ftVs Time to Peak 4.050 hours Hydrograph Volume 0.022 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Time (hours) Flow (ftVs) Flow ms) Flow ms) Flow ms) 0.050 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 2.050 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.04 3.050 0.04 0.04 0.05 0.05 3.550 0.06 0.08 0.09 0.13 4.050 0.63 0.10 0.07 0.05 4.550 0.04 0.03 0.03 0.03 5.050 0.03 0.02 0.02 0.02 5.550 0.02 0.02 0.02 0.02 Flow (ftVs) Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 4 of 29 Subsection: Addition Summary Label: 0-1 Summary for Hydrograph Addition at 'O-l' Upstream Link Upstream Node Outlet-1 PO-1 Node Inflows Inflow Type Element Volume Time to Peak Flow (Peak) (ac-ft) (hours) (ft^/s) Flow (From) Outlet-1 0.009 4.150 0.19 Flow (In) 0-1 0.009 4.150 0.19 , . Bentley PondPack V8i Lot 2 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11 01 51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 5 of 29 06795 USA +1-203-755-1666 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 0.000 99.50 99.50 99.51 99.53 0.250 99.55 99.55 99.55 99.55 0.500 99.56 99.56 99.56 99.56 0.750 99.56 99.56 99.56 99.56 1.000 99.56 99.56 99.56 99.56 1.250 99.57 99.57 99.57 99.57 1.500 99.57 99.57 99.57 99.57 1.750 99.57 99.58 99.58 99.58 2.000 99.58 99.58 99.58 99.58 2.250 99.59 99.59 99.59 99.59 2.500 99.60 99.60 99.60 99.60 2.750 99.61 99.61 99.62 99.63 3.000 99.65 99.67 99.68 99.70 3.250 99.74 99.77 99.79 99.82 3.500 99.89 99.93 99.97 100.02 3.750 100.11 100.15 100.20 100.25 4.000 100.45 100.75 100.97 100.98 4.250 100.80 100.70 100.60 100.50 4.500 100.33 100.25 100.20 100.16 4.750 100.11 100.09 100.07 100.06 5.000 100.04 100.03 100.02 100.01 5.250 99.99 99.98 99.97 99.96 5.500 99.93 99.92 99.90 99.89 5.750 99.86 99.84 99.82 99.81 6.000 99.77 99.75 99.73 99.71 6.250 99.66 99.64 99.62 99.60 6.500 99.57 99.56 99.56 99.56 6.750 99.55 99.55 99.55 99.55 7.000 99.55 99.55 99.55 99.55 7.250 99.55 99.55 99.55 99.55 7.500 99.55 99.55 99.55 99.55 7.750 99.55 99.55 99.55 99.55 8.000 99.55 99.55 99.55 99.55 8.250 99.55 99.55 99.55 99.55 8.500 99.55 99.55 99.55 99.55 8.750 99.55 99.55 99.55 99.55 9.000 99.55 99.55 99.55 99.55 9.250 99.55 99.55 99.55 99.55 9.500 99.55 99.55 99.55 99.55 9.750 99.55 99.55 99.55 99.55 10.000 99.55 99.55 99.55 99.55 10.250 99.55 99.55 99.55 99.55 10.500 99.55 99.55 99.55 99.55 10.750 99.55 99.55 99.55 99.55 11.000 99.55 99.55 99.55 99.55 11.250 99.55 99.55 99.55 99.55 11.500 99.55 99.55 99.55 99.55 11.750 99.55 99.55 99.55 99.55 12.000 99.55 99.55 99.55 99.55 Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 6 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 12.250 99.55 99.55 99.55 99.55 12.500 99.55 99.55 99.55 99.55 12.750 99.55 99.55 99.55 99.55 13.000 99.55 99.55 99.55 99.55 13.250 99.55 99.55 99.55 99.55 13.500 99.55 99.55 99.55 99.55 13.750 99.55 99.55 99.55 99.55 14.000 99.55 99.55 99.55 99.55 14.250 99.55 99.55 99.55 99.55 14.500 99.55 99.55 99.55 99.55 14.750 99.55 99.55 99.55 99.55 15.000 99.55 99.55 99.55 99.55 15.250 99.55 99.55 99.55 99.55 15.500 99.55 99.55 99.55 99.55 15.750 99.55 99.55 99.55 99.55 16.000 99.55 99.55 99.55 99.55 16.250 99.55 99.55 99.55 99.55 16.500 99.55 99.55 99.55 99.55 16.750 99.55 99.55 99.55 99.55 17.000 99.55 99.55 99.55 99.55 17.250 99.55 99.55 99.55 99.55 17.500 99.55 99.55 99.55 99.55 17.750 99.55 99.55 99.55 99.55 18.000 99.55 99.55 99.55 99.55 18.250 99.55 99.55 99.55 99.55 18.500 99.55 99.55 99.55 99.55 18.750 99.55 99.55 99.55 99.55 19.000 99.55 99.55 99.55 99.55 19.250 99.55 99.55 99.55 99.55 19.500 99.55 99.55 99.55 99.55 19.750 99.55 99.55 99.55 99.55 20.000 99.55 99.55 99.55 99.55 20.250 99.55 99.55 99.55 99.55 20.500 99.55 99.55 99.55 99.55 20.750 99.55 99.55 99.55 99.55 21.000 99.55 99.55 99.55 99.55 21.250 99.55 99.55 99.55 99.55 21.500 99.55 99.55 99.55 99.55 21.750 99.55 99.55 99.55 99.55 22.000 99.55 99.55 99.55 99.55 22.250 99.55 99.55 99.55 99.55 22.500 99.55 99.55 99.55 99.55 22.750 99.55 99.55 99.55 99.55 23.000 99.55 99.55 99.55 99.55 23.250 99.55 99.55 99.55 99.55 23.500 99.55 99.55 99.55 99.55 23.750 99.55 99.55 99.55 99.55 24.000 99.55 (N/A) (N/A) (N/A) Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 7 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.54 99.56 99.56 99.56 99.57 99.57 99.57 99.58 99.59 99.59 99.61 99.64 99.72 99.85 100.07 100.30 100.89 100.41 100.13 100.05 100.00 99.94 99.87 99.79 99.69 99.58 99.56 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 8 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 99.55 (N/A) Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 9 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Time (hours) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume Volume Volume (ac-ft) (ac-ft) (ac-ft) Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 1.250 0.000 0.000 0.000 0.000 1.500 0.000 0.000 0.000 0.000 1.750 0.000 0.000 0.000 0.000 2.000 0.000 0.000 0.000 0.000 2.250 0.000 0.000 0,000 0.000 2.500 0.000 0.000 0.000 0.000 2.750 0.000 0.000 0.000 0.000 3.000 0.000 0.000 0.000 0.001 3.250 0.001 0.001 0.001 0.001 3.500 0.001 0.001 0.001 0.002 3.750 0.002 0.002 0.002 0.002 4.000 0.003 0.005 0.006 0.006 4.250 0.005 0.004 0.004 0.003 4.500 0.003 0.002 0.002 0.002 4.750 0.002 0.002 0.002 0.002 5.000 0.002 0.002 0.001 0.001 5.250 0.001 0.001 0.001 0.001 5.500 0.001 0.001 0.001 0.001 5.750 0.001 0.001 0.001 0.001 6.000 0.001 0.001 0.001 0.001 6.250 0.000 0.000 0.000 0.000 6.500 0.000 0.000 0.000 0.000 6.750 0.000 0.000 0.000 0.000 7.000 0.000 0.000 0.000 0.000 7.250 0.000 0.000 0.000 0.000 7.500 0.000 0.000 0.000 0.000 7.750 0.000 0.000 0.000 0.000 8.000 0.000 0.000 0.000 0.000 8.250 0.000 0.000 0.000 0.000 8.500 0.000 0.000 0.000 0.000 8.750 0.000 0.000 0.000 0.000 9.000 0.000 0.000 0.000 0.000 9.250 0.000 0.000 0.000 0.000 9.500 0.000 0.000 0.000 0.000 9.750 0.000 0.000 0.000 0.000 10.000 0.000 0.000 0.000 0.000 10.250 0.000 0.000 0.000 0.000 10.500 0.000 0.000 0.000 0.000 10.750 0.000 0.000 0.000 0.000 11.000 0.000 0.000 0.000 0.000 11.250 0.000 0.000 0.000 0.000 11.500 0.000 0.000 0.000 0.000 11.750 0.000 0.000 0.000 0.000 12.000 0.000 0.000 0.000 0.000 Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 10 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. e s) Volume Volume Volume Volume e s) (ac-ft) (ac-ft) (ac-ft) (ac-ft) 12.250 0.000 0.000 0.000 0.000 12.500 0.000 0.000 0.000 0.000 12.750 0.000 0.000 0.000 0.000 13.000 0.000 0.000 0.000 0.000 13.250 0.000 0.000 0.000 0.000 13.500 0.000 0.000 0.000 0.000 13.750 0.000 0.000 0.000 0.000 14.000 0.000 0.000 0.000 0.000 14.250 0.000 0.000 0.000 0.000 14.500 0.000 0.000 0.000 0.000 14.750 0.000 0.000 0.000 0.000 15.000 0.000 0.000 0.000 0.000 15.250 0.000 0.000 0.000 0.000 15.500 0.000 0.000 0.000 0.000 15.750 0.000 0.000 0.000 0.000 16.000 0.000 0.000 0.000 0.000 16.250 0.000 0.000 0.000 0.000 16.500 0.000 0.000 0.000 0.000 16.750 0.000 0.000 0.000 0.000 17.000 0.000 0.000 0.000 0.000 17.250 0.000 0.000 0.000 0.000 17.500 0.000 0.000 0.000 0.000 17.750 0.000 0.000 0.000 0.000 18.000 0.000 0.000 0.000 0.000 18.250 0.000 0.000 0.000 0.000 18.500 0.000 0.000 0.000 0.000 18.750 0.000 0.000 0.000 0.000 19.000 0.000 0.000 0.000 0.000 19.250 0.000 0.000 0.000 0.000 19.500 0.000 0.000 0.000 0.000 19.750 0.000 0.000 0.000 0.000 20.000 0.000 0.000 0.000 0.000 20.250 0.000 0.000 0.000 0.000 20.500 0.000 0.000 0.000 0.000 20.750 0.000 0.000 0.000 0.000 21.000 0.000 0.000 0.000 0.000 21.250 0.000 0.000 0.000 0.000 21.500 0.000 0.000 0.000 0.000 21.750 0.000 0.000 0.000 0.000 22.000 0.000 0.000 0.000 0.000 22.250 0.000 0.000 0.000 0.000 22.500 0.000 0.000 0.000 0.000 22.750 0.000 0.000 0.000 0.000 23.000 0.000 0.000 0.000 0.000 23.250 0.000 0.000 0.000 0.000 23.500 0.000 0.000 0.000 0.000 23.750 0.000 0.000 0.000 0.000 24.000 0.000 (N/A) (N/A) (N/A) Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 11 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.002 0.003 0.005 0.003 0.002 0.002 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 12 of 29 Subsection: Time vs. Volume Label: PO-1 Volume (ac-ft) Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 13 of 29 Subsection: Elevation-Area Volume Curve Label: PO-1 Elevation (ft) Planimeter (ft^) Area (acres) Al+A2-i-sqr(Al*A2) (acres) 99.50 0.0 0.000 0.000 99.51 0.0 0.002 0.002 100.00 0.0 0.003 0.009 101.00 0.0 0.006 0.014 Volume (ac-ft) Volume (Total) (ac-ft) 0.000 0.000 0.000 0.000 0.001 0.001 0.005 0.006 Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 14 of 29 Subsection: Volume Equations Label: PO-1 Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal + Area2 + sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 , , - n • Bentley PondPack V8i Lot 2 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11 01 51] ™2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 15 of 29 06795 USA +1-203-755-1666 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Requested Pond Water Surface Elevations Minimum (Headwater) 99.50 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 101.00 ft Outlet Connectivity structure Type Outlet ID Direction Outfall El E2 structure Type (ft) (ft) Orifice-Circular Orifice -1 FonA/ard TW 100.00 101.00 Tailwater Settings Tailwater (N/A) (N/A) Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 16 of 29 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Structure ID: Orifice-1 Structure Type: Orifice-Circular Number of Openings l Elevation 100.00 ft Orifice Diameter 2.8 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance n m «- (Minimum) ^ Tailwater Tolerance n cn » (Maximum) "-^^ Headwater Tolerance nmn. (Minimum) " Headwater Tolerance n cn <+ (Maximum) ^ Flow Tolerance (Minimum) 0.001 ft^/s Flow Tolerance (Maximum) 10.000 ft^/s , . _ . Bentley PondPack V8i Lot 2 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08 110151] ^'5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 17 of 29 06795 USA +1-203-755-1666 Subsection: Individual Outlet Curves Label: Composite Outlet Structure -1 RATING TABLE FOR ONE OUTLET TYPE Structure ID = Orifice -1 (Orifice-Circular) Upstream ID = (Pond Water Surface) Downstream ID = Tailwater (Pond Outfall) Water Surface Elevation Flow Tailwater Elevation (ft) ms) (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.01 (N/A) 100.20 0.05 (N/A) 100.30 0.09 (N/A) 100.40 0.11 (N/A) 100.50 0.13 (N/A) 100.60 0.14 (N/A) 100.70 0.15 (N/A) 100.80 0.17 (N/A) 100.90 0.18 (N/A) 101.00 0.19 (N/A) Convergence Error Computation Messages (ft) 0.00 HW & TW below Invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 Upstream HW & DNstream TW < Inv.EI 0.00 CRIT.DEPTH CONTROL Vh= .029ft Dcr= .072ft 0.00 CRIT.DEPTH Hev= .00ft 0.00 CRrr.DEPTH CONTROL Vh= .060ft Dcr= .141ft 0.00 CRIT.DEPTH Hev= .00ft 0.00 H =.19 0.00 H =.29 0.00 H =.39 0.00 H =.49 0.00 H =.59 0.00 H =.69 0.00 H =.79 0.00 H =.89 Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 18 of 29 Subsection: Composite Rating Curve Label: Composite Outlet Structure -1 Composite Outflow Summary Water Surface Elevation Flow m ms) Tailwater Elevation (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.01 (N/A) 100.20 0.05 (N/A) 100.30 0.09 (N/A) 100.40 0.11 (N/A) 100.50 0.13 (N/A) 100.60 0.14 (N/A) 100.70 0.15 (N/A) 100.80 0.17 (N/A) 100.90 0.18 (N/A) 101.00 0.19 (N/A) Convergence Error Contributing Structures (ft) 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 19 of 29 Subsection: Diverted Hydrograph Label: Outlet-1 Peak Discharge Time to Peak Hydrograph Volume 0.19 ftVs 4.150 hours 0.009 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow (ft3/s) Flow ms) Flow ms) Flow (ftVs) 3.600 0.00 0.00 0.01 0.02 3.850 0.05 0.07 0.09 0.12 4.100 0.19 0.19 0.18 0.17 4.350 0.14 0.13 0.11 0.09 4.600 0.05 0.04 0.02 0.02 4.850 0.01 0.01 0.01 0.01 5.100 0.00 0.00 (N/A) (N/A) Flow ms) Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 20 of 29 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Initial Conditions Constant 0.03 ftVs Elevation (Water Surface, Initial) 99.50 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ftVs Flow (Initial Infiltration) 0.00 ftVs Flow (Initial, Total) 0.00 ftVs Time Increment 0.050 hours Elevation (ft) Outflow ms) storage (ac-ft) Area (acres) Infiltration 99.50 0.00 0.000 0.000 0.00 99.60 0.00 0.000 0.003 0.03 99.70 0.00 0.001 0.003 0.03 99.80 0.00 0.001 0.003 0.03 99.90 0.00 0.001 0.003 0.03 100.00 0.00 0.001 0.003 0.03 100.10 0.01 0.002 0.004 0.03 100.20 0.05 0.002 0.004 0.03 100.30 0.09 0.003 0.004 0.03 100.40 0.11 0.003 0.004 0.03 100.50 0.13 0.003 0.005 0.03 100.60 0.14 0.004 0.005 0.03 100.70 0.15 0.004 0.005 0.03 100.80 0.17 0.005 0.005 0.03 100.90 0.18 0.006 0.006 0.03 101.00 0.19 0.006 0.006 0.03 Flow (Total) 2S/t + 0 ms) (ftVs) 0.00 0.00 0.03 0.14 0.03 0.27 0.03 0.41 0.03 0.56 0.03 0.72 0.04 0.91 0.08 1.13 0.12 1.36 0.14 1.59 0.16 1.83 0.17 2.07 0.18 2.33 0.20 2.60 0.21 2.89 0.22 3.18 Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 21 of 29 Subsection: Level Pool Pond Routing Summary Label: PO-1 (IN) Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.03 ft3/s Initial Conditions Elevation (Water Surface, Initial) Volume (Initial) Flow (Initial Outlet) Flow (Initial Infiltration) Flow (Initial, Total) Time Increment 99.50 ft 0.000 ac-ft 0.00 ftys 0.00 ftVs 0.00 ftVs 0.050 hours Inflow/Outflow Hydrograph Summary Flow (Peak In) 0.63 ftVs Time to Peak (Flow, In) 4.050 hours Infiltration (Peak) 0.03 ft3/s Time to Peak (Infiltration) 2.650 hours Flow (Peak Outlet) 0.19 ft3/S Time to Peak (Flow, Outlet) 4.150 hours Elevation (Water Surface, Peak) Volume (Peak) Mass Balance (ac-ft) 100.98 ft 0.006 ac-ft Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 0.046 ac-ft Volume (Total Infiltration) 0.037 ac-ft Volume (Total Outlet Outflow) 0.009 ac-ft Volume (Retained) 0.000 ac-ft Volume (Unrouted) 0.000 ac-ft Error (Mass Balance) 0.0 % Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 22 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Peak Discharge 0.03 ftVs Time to Peak 4.350 hours Hydrograph Volume 0.037 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow ms) Flow ms) Flow Flow 0.050 0.00 0.00 0.01 0.01 0.300 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 0.800 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.300 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 1.800 0.02 0.02 0.02 0.02 2.050 0.02 0.02 0.03 0.03 2.300 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.03 2.800 0.03 0.03 0.03 0.03 3.050 0.03 0.03 0.03 0.03 3.300 0.03 0.03 0.03 0.03 3.550 0.03 0.03 0.03 0.03 3.800 0.03 0.03 0.03 0.03 4.050 0.03 0.03 0.03 0.03 4.300 0.03 0.03 0.03 0.03 4.550 0.03 0.03 0.03 0.03 4.800 0.03 0.03 0.03 0.03 5.050 0.03 0.03 0.03 0.03 5.300 0.03 0.03 0.03 0.03 5.550 0.03 0.03 0.03 0.03 5.800 0.03 0.03 0.03 0.03 6.050 0.03 0.03 0.03 0.03 6.300 0.03 0.03 0.03 0.02 6.550 0.02 0.02 0.02 0.02 6.800 0.02 0.02 0.02 0.02 7.050 0.02 0.02 0.02 0.02 7.300 0.02 0.02 0.02 0.02 7.550 0.02 0.02 0.02 0.02 7.800 0.02 0.02 0.02 0.02 8.050 0.02 0.02 0.02 0.02 8.300 0.02 0.02 0.02 0.02 8.550 0.02 0.02 0.02 0.02 8.800 0.02 0.02 0.02 0.02 9.050 0.02 0.02 0.02 0.02 9.300 0.02 0.02 0.02 0.02 9.550 0.02 0.02 0.02 0.02 9.800 0.02 0.02 0.02 0.02 10.050 0.02 0.02 0.02 0.02 10.300 0.02 0.02 0.02 0.02 10.550 0.02 0.02 0.02 0.02 10.800 0.02 0.02 0.02 0.02 11.050 0.02 0.02 0.02 0.02 Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 23 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow ms) Flow (ftVs) Flow ms) 11.300 0.02 0.02 0.02 0.02 11.550 0.02 0.02 0.02 0.02 11.800 0.02 0.02 0.02 0.02 12.050 0.02 0.02 0.02 0.02 12.300 0.02 0.02 0.02 0.02 12.550 0.02 0.02 0.02 0.02 12.800 0.02 0.02 0.02 0.02 13.050 0.02 0.02 0.02 0.02 13.300 0.02 0.02 0.02 0.02 13.550 0.02 0.02 0.02 0.02 13.800 0.02 0.02 0.02 0.02 14.050 0.02 0.02 0.02 0.02 14.300 0.02 0.02 0.02 0.02 14.550 0.02 0.02 0.02 0.02 14.800 0.02 0.02 0.02 0.02 15.050 0.02 0.02 0.02 0.02 15.300 0.02 0.02 0.02 0.02 15.550 0.02 0.02 0.02 0.02 15.800 0.02 0.02 0.02 0.02 16.050 0.02 0.02 0.02 0.02 16.300 0.02 0.02 0.02 0.02 16.550 0.02 0.02 0.02 0.02 16.800 0.02 0.02 0.02 0.02 17.050 0.02 0.02 0.02 0.02 17.300 0.02 0.02 0.02 0.02 17.550 0.02 0.02 0.02 0.02 17.800 0.02 0.02 0.02 0.02 18.050 0.02 0.02 0.02 0.02 18.300 0.02 0.02 0.02 0.02 18.550 0.02 0.02 0.02 0.02 18.800 0.02 0.02 0.02 0.02 19.050 0.02 0.02 0.02 0.02 19.300 0.02 0.02 0.02 0.02 19.550 0.02 0.02 0.02 0.02 19.800 0.02 0.02 0.02 0.02 20.050 0.02 0.02 0.02 0.02 20.300 0.02 0.02 0.02 0.02 20.550 0.02 0.02 0.02 0.02 20.800 0.02 0.02 0.02 0.02 21.050 0.02 0.02 0.02 0.02 21.300 0.02 0.02 0.02 0.02 21.550 0.02 0.02 0.02 0.02 21.800 0.02 0.02 0.02 0.02 22.050 0.02 0.02 0.02 0.02 22.300 0.02 0.02 0.02 0.02 22.550 0.02 0.02 0.02 0.02 22.800 0.02 0.02 0.02 0.02 23.050 0.02 0.02 0.02 0.02 23.300 0.02 0.02 0.02 0.02 23.550 0.02 0.02 0.02 0.02 Flow ms) Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 24 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ft3/s) (ft3/s) (ft3/s) (ft3/s) 23.800 I qmj 0.02 I 0.02 I 0.02 I Flow ms) 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 25 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow ms) 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 26 of 29 Subsection: Pond Routed Hydrograph (total out) Label: PO-1 (OUT) Peak Discharge 0.19 ftys Time to Peak 4.150 hours Hydrograph Volume 0.009 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow ms) ms) 3.600 0.00 0.00 0.01 0.02 3.850 0.05 0.07 0.09 0.12 4.100 0.19 0.19 0.18 0.17 4.350 0.14 0.13 0.11 0.09 4.600 0.05 0.04 0.02 0.02 4.850 0.01 0.01 0.01 0.01 5.100 0.00 0.00 (N/A) (N/A) Flow ms) Lot 2 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 27 of 29 Subsection: Pond Inflow Summary Label: PO-1 (IN) Summary for Hydrograph Addition at 'PO-1' Upstream Link Upstream Node <Catchment to Outflow Node> CM-1 Node Inflows Inflow Type Element Volume Time to Peak Flow (Peak) (ac-ft) (hours) (ft'/s) Flow (From) CM-1 0.022 4.050 0.63 Flow (In) PO-1 0.046 4.050 0.63 Bentley PondPack VBi Lot 2 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 28 of 29 06795 USA +1-203-755-1666 Index c CM-1 (Read Hydrograph)...4 Composite Outlet Structure -1 (Composite Rating Cun/e)...19 Composite Outlet Structure -1 (Individual Outlet Curves)... 18 Composite Outlet Structure -1 (Outlet Input Data)...16,17 M Master Network Summary...3 0 0-1 (Addition Summary)...5 Outlet-1 (Diverted Hydrograph)...20 P PO-1 (Elevation-Area Volume Curve)...14 PO-1 (Elevation-Volume-Flow Table (Pond))...21 PO-1 (IN) (Level Pool Pond Routing Summary)...22 PO-1 (IN) (Pond Inflow Summary)...28 PO-1 (IN) (Time vs. Elevation)...6, 7, 8, 9 PO-1 (INF) (Pond Infiltration Hydrograph)...23, 24, 25, 26 PO-1 (OUT) (Pond Routed Hydrograph (total out))...27 PO-1 (Timevs. Volume)...10, 11,12,13 PO-1 (Volume Equations)...15 U User Notifications...2 Bentley PondPack VBi Lot 2 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 29 of 29 06795 USA +1-203-755-1666 Appendix F-3 Lot 3 Routing Project Summary Title Engineer Company Date 7/9/2013 Notes Bentley PondPack VBi Lot 3 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 29 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure - 1 Outlet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Network Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Curve Volume Equations Outlet Input Data Individual Outlet Curves Composite Rating Curve Diverted Hydrograph Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 22 23 27 Pond Inflow Summary 28 Subsection: User Notifications No user User Notifications? notifications generated. Bentley PondPack VBi Lot 3 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 29 06795 USA +1-203-755-1666 Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) (years) CM-1 Base 0 0.023 4.050 Peak Flow (ftVs) 0.66 Node Summary Label Scenario Retum Event (years) Hydrograph Volume (ac-ft) Time to Peak (hours) 0-1 Base 0 0.010 4.100 Peak Flow ms) 0.22 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) ms) (years) (ac-ft) PO-1 (IN) Base 0 0.048 4.050 0.66 PO-1 (OUT) Base 0 0.010 4.100 0.22 Maximum Water Maximum Pond Surface Elevation Storage (ft) (ac-ft) (N/A) (N/A) 100.95 0.006 Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 3 of 29 Subsection: Read Hydrograph Label: CM-1 Peak Discharge Time to Peak Hydrograph Volume 0.66 ftVs 4.050 hours 0.023 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Flow Flow Flow Flow (ftVs) (ftVs) (ftVs) ms) 0.050 0.02 0.02 0.02 0.02 0,550 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.03 2.050 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.04 3.050 0.04 0.04 0.05 0.05 3.550 0.06 0.08 0.09 0.13 4.050 0,66 0.10 0.07 0.06 4.550 0.04 0.04 0.03 0.03 5.050 0.03 0.02 0.02 0.02 5.550 0.02 0.02 0.02 0.02 Flow ms) Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 4 of 29 Subsection: Addition Summary Label: 0-1 Summary for Hydrograph Addition at 'O-l' Outlet-1 Upstream Link PO-1 Upstream Node Node Inflows Inflow Type Flow (From) Flow (In) Element Volume (ac-ft) Outlet-1 0-1 0.009 0.009 Time to Peak (hours) 4.100 4.100 Flow (Peak) ms) 0.22 0.22 Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 5 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 0.000 99.50 99.50 99.51 99.53 0.250 99.55 99.55 99.55 99.56 0.500 99.56 99.56 99.56 99.56 0.750 99.56 99.56 99.56 99.56 1.000 99.57 99.57 99.57 99.57 1.250 99.57 99.57 99.57 99.57 1.500 99.57 99.57 99.57 99.57 1.750 99.58 99.58 99.58 99.58 2.000 99.58 99.58 99.59 99.59 2.250 99.59 99.59 99.59 99.60 2.500 99.60 99.60 99.60 99.61 2.750 99.62 99.62 99.63 99.65 3.000 99.67 99.69 99.71 99.72 3.250 99.77 99.80 99.82 99.85 3.500 99.93 99.97 100.01 100.06 3.750 100.14 100.17 100.21 100.25 4.000 100.45 100.74 100.95 100.95 4.250 100.73 100.62 100.51 100.40 4.500 100.23 100.18 100.15 100.12 4.750 100.09 100.08 100.06 100.05 5.000 100.03 100.02 100.01 100.00 5.250 99.99 99.98 99.97 99.96 5.500 99.94 99.93 99.91 99.90 5.750 99.87 99.85 99.84 99.82 6.000 99.79 99.77 99.75 99.73 6.250 99.69 99.67 99.65 99.63 6.500 99.59 99.58 99.57 99.56 6.750 99.56 99.56 99.56 99.56 7.000 99.56 99.56 99.56 99.56 7.250 99.56 99.56 99.56 99.56 7.500 99.56 99.56 99.56 99.56 7.750 99.56 99.56 99.56 99.56 8.000 99.56 99.56 99.56 99.56 8.250 99.56 99.56 99.56 99.56 8.500 99.56 99.56 99.56 99.56 8.750 99.56 99.56 99.56 99.56 9.000 99.56 99.56 99.56 99.56 9.250 99.56 99.56 99.56 99.56 9.500 99.56 99.56 99.56 99.56 9.750 99.56 99.56 99.56 99.56 10.000 99.56 99.56 99.56 99.56 10.250 99.56 99.56 99.56 99.56 10.500 99.56 99.56 99.56 99.56 10.750 99.56 99.56 99.56 99.56 11.000 99.56 99.56 99.56 99.56 11.250 99.56 99.56 99.56 99.56 11.500 99.56 99.56 99.56 99.56 11.750 99.56 99.56 99.56 99.56 12.000 99.56 99.56 99.56 99.56 Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 275iemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 6 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 12.250 99.56 99.56 99.56 99.56 12.500 99.56 99.56 99.56 99.56 12.750 99.56 99.56 99.56 99.56 13.000 99.56 99.56 99.56 99.56 13.250 99.56 99.56 99.56 99.56 13.500 99.56 99.56 99.56 99.56 13.750 99.56 99.56 99.56 99.56 14.000 99.56 99.56 99.56 99.56 14.250 99.56 99.56 99.56 99.56 14.500 99.56 99.56 99.56 99.56 14.750 99.56 99.56 99.56 99.56 15.000 99.56 99.56 99.56 99.56 15.250 99.56 99.56 99.56 99.56 15.500 99.56 99.56 99.56 99.56 15.750 99.56 99.56 99.56 99.56 16.000 99.56 99.56 99.56 99.56 16.250 99.56 99.56 99.56 99.56 16.500 99.56 99.56 99.56 99.56 16.750 99.56 99.56 99.56 99.56 17.000 99.56 99.56 99.56 99.56 17.250 99.56 99.56 99.56 99.56 17.500 99.56 99.56 99.56 99.56 17.750 99.56 99.56 99.56 99.56 18.000 99.56 99.56 99.56 99.56 18.250 99.56 99.56 99.56 99.56 18.500 99.56 99.56 99.56 99.56 18.750 99.56 99.56 99.56 99.56 19.000 99.56 99.56 99.56 99.56 19.250 99.56 99.56 99.56 99.56 19.500 99.56 99.56 99.56 99.56 19.750 99.56 99.56 99.56 99.56 20.000 99.56 99.56 99.56 99.56 20.250 99.56 99.56 99.56 99.56 20.500 99.56 99.56 99.56 99.56 20.750 99.56 99.56 99.56 99.56 21.000 99.56 99.56 99.56 99.56 21.250 99.56 99.56 99.56 99.56 21.500 99.56 99.56 99.56 99.56 21.750 99.56 99.56 99.56 99.56 22.000 99.56 99.56 99.56 99.56 22.250 99.56 99.56 99.56 99.56 22.500 99.56 99.56 99.56 99.56 22.750 99.56 99.56 99.56 99.56 23.000 99.56 99.56 99.56 99.56 23.250 99.56 99.56 99.56 99.56 23.500 99.56 99.56 99.56 99.56 23.750 99.56 99.56 99.56 99.56 24.000 99.56 (N/A) (N/A) (N/A) Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [OB.11.01.51] Page 7 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.54 99.56 99.56 99.56 99.57 99.57 99.58 99.58 99.59 99.60 99.61 99.66 99.74 99.89 100.10 100.30 100.84 100.31 100.10 100.04 100.00 99.95 99.88 99.80 99.71 99.61 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 8 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 (N/A) Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 9 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Time (hours) Output Time increment Time on left represents time for Volume Volume (ac-ft) (ac-ft) = 0.050 hours first value in each row. Volume (ac-ft) Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 1.250 0.000 0.000 0.000 0.000 1.500 0.000 0.000 0.000 0.000 1.750 0.000 0.000 0.000 0.000 2.000 0.000 0.000 0.000 0.000 2.250 0.000 0.000 0.000 0.000 2.500 0.000 0.000 0.000 0.000 2.750 0.000 0.000 0.000 0.000 3.000 0.000 0.000 0.001 0.001 3.250 0.001 0.001 0.001 0.001 3.500 0.001 0.001 0.001 0.002 3.750 0.002 0.002 0.002 0.002 4.000 0.003 0.005 0.006 0.006 4.250 0.005 0.004 0.003 0.003 4.500 0.002 0.002 0.002 0.002 4.750 0.002 0.002 0.002 0.002 5.000 0.002 0.002 0.001 0.001 5.250 0.001 0.001 0.001 0.001 5.500 0.001 0.001 0.001 0.001 5.750 0.001 0.001 0.001 0.001 6.000 0.001 0.001 0.001 0.001 6.250 0.000 0.000 0.000 0.000 6.500 0.000 0.000 0.000 0.000 6.750 0.000 0.000 0.000 0.000 7.000 0.000 0.000 0.000 0.000 7.250 0.000 0.000 0.000 0.000 7.500 0.000 0.000 0.000 0.000 7.750 0.000 0.000 0.000 0.000 8.000 0.000 0.000 0.000 0.000 8.250 0.000 0.000 0.000 0.000 8.500 0.000 0.000 0.000 0.000 8.750 0.000 0.000 0.000 0.000 9.000 0.000 0.000 0.000 0.000 9.250 0.000 0.000 0.000 0.000 9.500 0.000 0.000 0.000 0.000 9.750 0.000 0.000 0.000 0.000 10.000 0.000 0.000 0.000 0.000 10.250 0.000 0.000 0.000 0.000 10.500 0.000 0.000 0.000 0.000 10.750 0.000 0.000 0.000 0.000 11.000 0.000 0.000 0.000 0.000 11.250 0.000 0.000 0.000 0.000 11.500 0.000 0.000 0.000 0.000 11.750 0.000 0.000 0.000 0.000 12.000 0.000 0.000 0.000 0.000 Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 10 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) 12.250 0.000 0.000 0.000 0.000 12.500 0.000 0.000 0.000 0.000 12.750 0.000 0.000 0.000 0.000 13.000 0.000 0.000 0.000 0.000 13.250 0.000 0.000 0.000 0.000 13.500 0.000 0.000 0.000 0.000 13.750 0.000 0.000 0.000 0.000 14.000 0.000 0.000 0.000 0.000 14.250 0.000 0.000 0.000 0.000 14.500 0.000 0.000 0.000 0.000 14.750 0.000 0.000 0.000 0.000 15.000 0.000 0.000 0.000 0.000 15.250 0.000 0.000 0.000 0.000 15.500 0.000 0.000 0.000 0.000 15.750 0.000 0.000 0.000 0.000 16.000 0.000 0.000 0.000 0.000 16.250 0.000 0.000 0.000 0.000 16.500 0.000 0.000 0.000 0.000 16.750 0.000 0.000 0.000 0.000 17.000 0.000 0.000 0.000 0.000 17.250 0.000 0.000 0.000 0.000 17.500 0.000 0.000 0.000 0.000 17.750 0.000 0.000 0.000 0.000 18.000 0.000 0.000 0.000 0.000 18.250 0.000 0.000 0.000 0.000 18.500 0.000 0.000 0.000 0.000 18.750 0.000 0.000 0.000 0.000 19.000 0.000 0.000 0.000 0.000 19.250 0.000 0.000 0.000 0.000 19.500 0.000 0.000 0.000 0.000 19.750 0.000 0.000 0.000 0.000 20.000 0.000 0.000 0.000 0.000 20.250 0.000 0.000 0.000 0.000 20.500 0.000 0.000 0.000 0.000 20.750 0.000 0.000 0.000 0.000 21.000 0.000 0.000 0.000 0.000 21.250 0.000 0.000 0.000 0.000 21.500 0.000 0.000 0.000 0.000 21.750 0.000 0.000 0.000 0.000 22.000 0.000 0.000 0.000 0.000 22.250 0.000 0.000 0.000 0.000 22.500 0.000 0.000 0.000 0.000 22.750 0.000 0.000 0.000 0.000 23.000 0.000 0.000 0.000 0.000 23.250 0.000 0.000 0.000 0.000 23.500 0.000 0.000 0.000 0.000 23.750 0.000 0.000 0.000 0.000 24.000 0.000 (N/A) (N/A) (N/A) Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 11 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.002 0.003 0.005 0.003 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 12 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 13 of 29 Subsection: Elevation-Area Volume Curve Label: PO-1 Elevation (ft) Planimeter (ft^) Area (acres) Al+A2+sqr(Al*A2) (acres) 99.50 0.0 0.000 0.000 99.51 0.0 0.002 0.002 100.00 0.0 0.003 0.009 101.00 0.0 0.006 0.014 Volume Volume (Total) (ac-ft) (ac-ft) 0.000 0.000 0.000 0.000 0.001 0.001 0.005 0.006 Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.61] Page 14 of 29 Subsection: Volume Equations Label: PO-1 Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal + Area2 + sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley PondPack VBi Lot3 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 15 of 29 06795 USA +1-203-755-1666 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Requested Pond Water Surface Elevations Minimum (Headwater) 99.50 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 101.00 ft Outlet Connectivity structure Type Outlet ID Direction Outfall El E2 (ft) (ft) Orifice-Circular Orifice -1 Forward TW 100.13 101.25 Tailwater Settings Tailwater (N/A) (N/A) Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 16 of 29 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Structure ID: Orifice -1 Structure Type: Orifice-Circular Number of Openings 1 Elevation 100.00 ft Orifice Diameter 3.0 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance 0.01 ft (Minimum) 0.01 ft Tailwater Tolerance 0.50 f). (Maximum) 0.50 1L Headwater Tolerance (Minimum) 0.01 ft Headwater Tolerance (Maximum) 0.50 ft Flow Tolerance (Minimum) 0.001 ftVs Flow Tolerance (Maximum) 10.000 ftVs Bentley PondPack VBi Lot 3 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 17 of 29 06795 USA +1-203-755-1666 Subsection: Individual Outlet Curves Label: Composite Outlet Structure -1 RATING TABLE FOR ONE OUTLET TYPE Structure ID = Orifice -1 (Orifice-Circular) Upstream ID = (Pond Water Surface) Downstream ID = Tailwater (Pond Outfall) Water Surface Elevation Flow Tailwater Elevation (ft) ms) (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.02 (N/A) 100.20 0.06 (N/A) 100.30 0.10 (N/A) 100.40 0.13 (N/A) 100.50 0.15 (N/A) 100.60 0.17 (N/A) 100.70 0.18 (N/A) 100.80 0.20 (N/A) 100.90 0.21 (N/A) 101.00 0.22 (N/A) Convergence Error Computation Messages (ft) 0.00 HW & TW below Invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 Upstream HW & DNstream TW < Inv.EI 0.00 CRIT.DEPTH CONTROL Vh= .026ft Dcr= .074ft 0.00 CRIT.DEPTH Hev= .00ft 0.00 CRFT.DEPTH CONTROL Vh= .058ft Dcr= .143ft 0.00 CRIT.DEPTH Hev= .00ft 0.00 H =.18 0.00 H =.28 0.00 H =.38 0.00 H =.48 0.00 H =.58 0.00 H =.68 0.00 H =.78 0.00 H =.88 Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 18 of 29 Subsection: Composite Rating Curve Label: Composite Outlet Structure -1 Composite Outflow Summary Water Surface Elevation Flow (ft) (ftVs) Tailwater Elevation (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.02 (N/A) 100.20 0.06 (N/A) 100.30 0.10 (N/A) 100.40 0.13 (N/A) 100.50 0.15 (N/A) 100.60 0.17 (N/A) 100.70 0.18 (N/A) 100.80 0.20 (N/A) 100.90 0.21 (N/A) 101.00 0.22 (N/A) Convergence Error (ft) Contributing Structures 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 19 of 29 Subsection: Diverted Hydrograph Label: Outlet-1 Peak Discharge 0.22 ftys Time to Peak 4.100 hours Hydrograph Volume 0.009 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ft^/s) (ftVs) (ftVs) (ft^/s) 3.550 0.00 0.00 0.01 0.02 3.800 0.04 0.06 0.08 0.10 4.050 0.19 0.22 0.22 0.20 4.300 0.17 0.15 0.13 0.10 4.550 0.05 0.03 0.02 0.02 4.800 0.01 0.01 0.01 0.01 5.050 0.00 0.00 0.00 (N/A) Flow ms) Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 20 of 29 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.03 ftys Initial Conditions Elevation (Water Surface, Initial) 99.50 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ftVs Flow (Initial Infiltration) 0.00 ftVs Flow (Initial, Total) 0.00 ftVs Time Increment 0.050 hours Elevation Outflow Storage Area Infiltration (ft) ms) (ac-ft) (acres) (ftVs) 99.50 0.00 0.000 0.000 0.00 99.60 0.00 0.000 0.003 0.03 99.70 0.00 0.001 0.003 0.03 99.80 0.00 0.001 0.003 0.03 99.90 0.00 0.001 0.003 0.03 100.00 0.00 0.001 0.003 0.03 100.10 0.02 0.002 0.004 0.03 100.20 0.06 0.002 0.004 0.03 100.30 0.10 0.003 0.004 0.03 100.40 0.13 0.003 0.004 0.03 100.50 0.15 0.003 0.005 0.03 100.60 0.17 0.004 0.005 0.03 100.70 0.18 0.004 0.005 0.03 100.80 0.20 0.005 0.005 0.03 100.90 0.21 0.006 0.006 0.03 101.00 0.22 0.006 0.006 0.03 Flow (Total) 2S/t + 0 ms) ms) 0.00 0.00 0.03 0.14 0.03 0.27 0.03 0.41 0.03 0.56 0.03 0.72 0.05 0.91 0.09 1.14 0.13 1.38 0.16 1.61 0.18 1.85 0.20 2.10 0.21 2.36 0.23 2.63 0.24 2.92 0.25 3.22 Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 21 of 29 Subsection: Level Pool Pond Routing Summary Label: PO-1 (IN) Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.03 ft3/s Initial Conditions Elevation (Water Surface, Initial) Volume (Initial) Flow (Initial Outlet) Flow (Initial Infiltration) Flow (Initial, Total) Time Increment 99.50 ft 0.000 ac-ft 0.00 ftVs 0.00 ftVs 0.00 ftVs 0.050 hours Inflow/Outflow Hydrograph Summary Flow (Peak In) 0.66 ftVs Time to Peak (Flow, In) 4.050 hours Infiltration (Peak) 0.03 ftVs Time to Peak (Infiltration) 2.550 hours Flow (Peak Outlet) 0.22 ftVs Time to Peak (Flow, Outlet) 4.100 hours Elevation (Water Surface, Peak) Volume (Peak) IVIass Balance (ac-ft) 100.95 ft 0.006 ac-ft Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 0.048 ac-ft Volume (Total Infiltration) 0.039 ac-ft Volume (Total Outlet Outflow) 0.010 ac-ft Volume (Retained) 0.000 ac-ft Volume (Unrouted) 0.000 ac-ft Error (Mass Balance) 0.0 % Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 22 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Peak Discharge Time to Peak Hydrograph Volume 0.03 ft3/s 4.400 hours 0.039 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow (ftys) (ftVs) ms) ms) 0.050 0.00 0.00 0.01 0.01 0.300 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 0.800 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.300 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 1.800 0.02 0.02 0.02 0.02 2.050 0.03 0.03 0.03 0.03 2.300 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.03 2.800 0.03 0.03 0.03 0.03 3.050 0.03 0.03 0.03 0.03 3.300 0.03 0.03 0.03 0.03 3.550 0.03 0.03 0.03 0.03 3.800 0.03 0.03 0.03 0.03 4.050 0.03 0.03 0.03 0.03 4.300 0.03 0.03 0.03 0.03 4.550 0.03 0.03 0.03 0.03 4.800 0.03 0.03 0.03 0.03 5.050 0.03 0.03 0.03 0.03 5.300 0.03 0.03 0.03 0.03 5.550 0.03 0.03 0.03 0.03 5.800 0.03 0.03 0.03 0.03 6.050 0.03 0.03 0.03 0.03 6.300 0.03 0.03 0.03 0.03 6.550 0.02 0.02 0.02 0.02 6.800 0.02 0.02 0.02 0.02 7.050 0.02 0.02 0.02 0.02 7.300 0.02 0.02 0.02 0.02 7.550 0.02 0.02 0.02 0.02 7.800 0.02 0.02 0.02 0.02 8.050 0.02 0.02 0.02 0.02 8.300 0.02 0.02 0.02 0.02 8.550 0.02 0.02 0.02 0.02 8.800 0.02 0.02 0.02 0.02 9.050 0.02 0.02 0.02 0.02 9.300 0.02 0.02 0.02 0.02 9.550 0.02 0.02 0.02 0.02 9.800 0.02 0.02 0.02 0.02 10.050 0.02 0.02 0.02 0.02 10.300 0.02 0.02 0.02 0.02 10.550 0.02 0.02 0.02 0.02 10.800 0.02 0.02 0.02 0.02 11.050 0.02 0.02 0.02 0.02 Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 23 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Lot 3 Basin.ppc 7/5/2014 Flow (ftVs) Flow ms) Flow ms) 11.300 0.02 0.02 0.02 0.02 11.550 0.02 0.02 0.02 0.02 11.800 0.02 0.02 0.02 0.02 12.050 0.02 0.02 0.02 0.02 12.300 0.02 0.02 0.02 0.02 12.550 0.02 0.02 0.02 0.02 12.800 0.02 0.02 0.02 0.02 13.050 0.02 0.02 0.02 0.02 13.300 0.02 0.02 0.02 0.02 13.550 0.02 0.02 0.02 0.02 13.800 0.02 0.02 0.02 0.02 14.050 0.02 0.02 0.02 0.02 14.300 0.02 0.02 0.02 0.02 14.550 0.02 0.02 0.02 0.02 14.800 0.02 0.02 0.02 0.02 15.050 0.02 0.02 0.02 0.02 15.300 0.02 0.02 0.02 0.02 15.550 0.02 0.02 0.02 0.02 15.800 0.02 0.02 0.02 0.02 16.050 0.02 0.02 0.02 0.02 16.300 0.02 0.02 0.02 0.02 16.550 0.02 0.02 0.02 0.02 16.800 0.02 0.02 0.02 0.02 17.050 0.02 0.02 0.02 0.02 17.300 0.02 0.02 0.02 0.02 17.550 0.02 0.02 0.02 0.02 17.800 0.02 0.02 0.02 0.02 18.050 0.02 0.02 0.02 0.02 18.300 0.02 0.02 0.02 0.02 18.550 0.02 0.02 0.02 0.02 18.800 0.02 0.02 0.02 0.02 19.050 0.02 0.02 0.02 0.02 19.300 0.02 0.02 0.02 0.02 19.550 0.02 0.02 0.02 0.02 19.800 0.02 0.02 0.02 0.02 20.050 0.02 0.02 0.02 0.02 20.300 0.02 0.02 0.02 0.02 20.550 0.02 0.02 0.02 0.02 20.800 0.02 0.02 0.02 0.02 21.050 0.02 0.02 0.02 0.02 21.300 0.02 0.02 0.02 0.02 21.550 0.02 0.02 0.02 0.02 21.800 0.02 0.02 0.02 0.02 22.050 0.02 0.02 0.02 0.02 22.300 0.02 0.02 0.02 0.02 22.550 0.02 0.02 0.02 0.02 22.800 0.02 0.02 0.02 0.02 23.050 0.02 0.02 0.02 0.02 23.300 0.02 0.02 0.02 0.02 23.550 0.02 0.02 0.02 0.02 Flow ms) Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 24 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) 23.800 I Flow ms) Lot 3 Basin.ppc 7/5/2014 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Flow ms) Flow ms) 0.02 0.02 I Flow ms) Flow ms) 0.02 0.02 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 25 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow (ftVs) 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 26 of 29 Subsection: Pond Routed Hydrograph (total out) Label: PO-1 (OUT) Peak Discharge Time to Peak Hydrograph Volume 0.22 ftVs 4.100 hours 0.009 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ft3/s) (ftVs) ms) (ftVs) 3.550 0.00 0.00 0.01 0.02 3.800 0.04 0.06 0.08 0.10 4.050 0.19 0.22 0.22 0.20 4.300 0.17 0.15 0.13 0.10 4.550 0.05 0.03 0.02 0.02 4.800 0.01 0.01 0.01 0.01 5.050 0.00 0.00 0.00 (N/A) Flow ms) Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 27 of 29 Subsection: Pond Inflow Summary Label: PO-1 (IN) Upstream Link <Catchment to Outflow Node> Summary for Hydrograph Addition at 'PO-1' Upstream Node CM-1 Node Inflows Inflow Type Flow (From) Flow (In) Element Volume (ac-ft) CM-1 PO-1 0.023 0.048 Time to Peak (hours) 4.050 4.050 Flow (Peak) (ftVs) 0.66 0.66 Lot 3 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 28 of 29 Index c CM-1 (Read Hydrograph)...4 Composite Outlet Structure -1 (Composite Rating Curve)...19 Composite Outlet Structure -1 (Individual Outlet Curves)...18 Composite Outlet Structure -1 (Outlet Input Data)...16,17 M Master Network Summary...3 0 0-1 (Addition Summary)...5 Outlet-1 (Diverted Hydrograph)...20 P PO-1 (Elevation-Area Volume Curve)...14 PO-1 (Elevation-Volume-Flow Table (Pond))...21 PO-1 (IN) (Level Pool Pond Routing Summary)...22 PO-1 (IN) (Pond Inflow Summary)...28 PO-1 (IN) (Time vs. Elevation)...6, 7, 8, 9 PO-1 (INF) (Pond Infiltration Hydrograph)...23, 24, 25, 26 PO-1 (OUT) (Pond Routed Hydrograph (total out))...27 PO-1 (Timevs. Volume)...10,11,12,13 PO-1 (Volume Equations)... 15 U User Notif ications... 2 Bentley PondPack VBi Lot 3 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 29 of 29 06795 USA +1-203-755-1666 Appendix F-4 Lot 4 Routing Project Summary Title Engineer Company Date 7/9/2013 Notes Bentley PondPack VBi Lot 4 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 29 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure - 1 Outlet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Network Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Cun/e Volume Equations Outlet Input Data Individual Outlet Curves Composite Rating Curve Diverted Hydrograph Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 22 23 27 Pond Inflow Summary 28 Subsection: User Notifications No user User Notifications? notifications generated. Bentley PondPack V8i Lot4 Basin ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 29 06795 USA +1-203-755-1666 Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) (years) CM-1 Base 0 0.022 4.050 Peak Flow (ftVs) 0.64 Node Summary Label Scenario Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (hours) 0-1 Base 0 0.009 4.150 Peak Flow ms) 0.19 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) (ftVs) (years) (ac-ft) PO-1 (IN) Base 0 0.048 4.050 0.64 PO-1 (OUT) Base 0 0.009 4.150 0.19 Maximum Water Maximum Pond Surface Elevation Storage (ft) (ac-ft) (N/A) (N/A) 100.99 0.006 Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 3 of 29 Subsection: Read Hydrograph Label: CM-1 Peak Discharge 0.64 ftVs Time to Peak 4.050 hours Hydrograph Volume 0.022 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Time (hours) Flow ms) Flow ms) Flow ms) Flow ms) 0.050 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 2.050 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.04 3.050 0.04 0.04 0.05 0.05 3.550 0.06 0.08 0.09 0.13 4.050 0.64 0.10 0.07 0.05 4.550 0.04 0.04 0.03 0.03 5.050 0.03 0.02 0.02 0.02 5.550 0.02 0.02 0.02 0.02 Flow (ft3/s) Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 4 of 29 Subsection: Addition Summary Label: 0-1 Summary for Hydrograph Addition at 'O-l' Upstream Link Outlet-1 Inflow Type Flow (From) Flow (In) PO-1 Node Inflows Element Volume (ac-ft) Outlet-1 0-1 0.009 0.009 Upstream Node Time to Peak (hours) 4.150 4.150 Flow (Peak) ms) 0.19 0.19 Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 5 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 0.000 99.50 99.50 99.51 99.53 0.250 99.55 99.55 99.55 99.55 0.500 99.56 99.56 99.56 99.56 0.750 99.56 99.56 99.56 99.56 1.000 99.56 99.56 99.57 99.57 1.250 99.57 99.57 99.57 99.57 1.500 99.57 99.57 99.57 99.57 1.750 99.58 99.58 99.58 99.58 2.000 99.58 99.58 99.58 99.59 2.250 99.59 99.59 99.59 99.59 2.500 99.60 99.60 99.60 99.60 2.750 99.61 99.62 99.62 99.63 3.000 99.66 99.67 99.69 99.70 3.250 99.74 99.77 99.80 99.83 3.500 99.90 99.94 99.98 100.03 3.750 100.12 100.16 100.20 100.25 4.000 100.46 100.75 100.97 100.99 4.250 100.81 100.71 100.61 100.51 4.500 100.33 100.26 100.20 100.16 4.750 100.11 100.09 100.08 100.06 5.000 100.04 100.03 100.02 100.01 5.250 99.99 99.98 99.97 99.96 5.500 99.93 99.92 99.91 99.89 5.750 99.86 99.85 99.83 99.81 6.000 99.78 99.76 99.74 99.72 6.250 99.68 99.66 99.64 99.62 6.500 99.58 99.57 99.57 99.56 6.750 99.56 99.56 99.56 99.56 7.000 99.56 99.56 99.56 99.56 7.250 99.56 99.56 99.56 99.56 7.500 99.56 99.56 99.56 99.56 7.750 99.56 99.56 99.56 99.56 8.000 99.56 99.56 99.56 99.56 8.250 99.56 99.56 99.56 99.56 8.500 99.56 99.56 99.56 99.56 8.750 99.56 99.56 99.56 99.56 9.000 99.56 99.56 99.56 99.56 9.250 99.56 99.56 99.56 99.56 9.500 99.56 99.56 99.56 99.56 9.750 99.56 99.56 99.56 99.56 10.000 99.56 99.56 99.56 99.56 10.250 99.56 99.56 99.56 99.56 10.500 99.56 99.56 99.56 99.56 10.750 99.56 99.56 99.56 99.56 11.000 99.56 99.56 99.56 99.56 11.250 99.56 99.56 99.56 99.56 11.500 99.56 99.56 99.56 99.56 11.750 99.56 99.56 99.56 99.56 12.000 99.56 99.56 99.56 99.56 Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 6 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation 0 (ft) (ft) (ft) (ft) 12.250 99.56 99.56 99.56 99.56 12.500 99.56 99.56 99.56 99.56 12.750 99.56 99.56 99.56 99.56 13.000 99.56 99.56 99.56 99.56 13.250 99.56 99.56 99.56 99.56 13.500 99.56 99.56 99.56 99.56 13.750 99.56 99.56 99.56 99.56 14.000 99.56 99.56 99.56 99.56 14.250 99.56 99.56 99.56 99.56 14.500 99.56 99.56 99.56 99.56 14.750 99.56 99.56 99.56 99.56 15.000 99.56 99.56 99.56 99.56 15.250 99.56 99.56 99.56 99.56 15.500 99.56 99.56 99.56 99.56 15.750 99.56 99.56 99.56 99.56 16.000 99.56 99.56 99.56 99.56 16.250 99.56 99.56 99.56 99.56 16.500 99.56 99.56 99.56 99.56 16.750 99.56 99.56 99.56 99.56 17.000 99.56 99.56 99.56 99.56 17.250 99.56 99.56 99.56 99.56 17.500 99.56 99.56 99.56 99.56 17.750 99.56 99.56 99.56 99.56 18.000 99.56 99.56 99.56 99.56 18.250 99.56 99.56 99.56 99.56 18.500 99.56 99.56 99.56 99.56 18.750 99.56 99.56 99.56 99.56 19.000 99.56 99.56 99.56 99.56 19.250 99.56 99.56 99.56 99.56 19.500 99.56 99.56 99.56 99.56 19.750 99.56 99.56 99.56 99.56 20.000 99.56 99.56 99.56 99.56 20.250 99.56 99.56 99.56 99.56 20.500 99.56 99.56 99.56 99.56 20.750 99.56 99.56 99.56 99.56 21.000 99.56 99.56 99.56 99.56 21.250 99.56 99.56 99.56 99.56 21.500 99.56 99.56 99.56 99.56 21.750 99.56 99.56 99.56 99.56 22.000 99.56 99.56 99.56 99.56 22.250 99.56 99.56 99.56 99.56 22.500 99.56 99.56 99.56 99.56 22.750 99.56 99.56 99.56 99.56 23.000 99.56 99.56 99.56 99.56 23.250 99.56 99.56 99.56 99.56 23.500 99.56 99.56 99.56 99.56 23.750 99.56 99.56 99.56 99.56 24.000 99.56 (N/A) (N/A) (N/A) Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 7 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.54 99.56 99.56 99.56 99.57 99.57 99.58 99.58 99.59 99.59 99.61 99.64 99.72 99.86 100.08 100.31 100.90 100.42 100.13 100.05 100.00 99.95 99.88 99.79 99.70 99.60 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 8 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 (N/A) Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 9 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Time (hours) Output Time increment Time on left represents time for Volume Volume (ac-ft) (ac-ft) = 0.050 hours first value in each row. Volume (ac-ft) Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 1.250 0.000 0.000 0.000 0.000 1.500 0.000 0.000 0.000 0.000 1.750 0.000 0.000 0.000 0.000 2.000 0.000 0.000 0.000 0.000 2.250 0.000 0.000 0.000 0.000 2.500 0.000 0.000 0.000 0.000 2.750 0.000 0.000 0.000 0.000 3.000 0.000 0.000 0.000 0.001 3.250 0.001 0.001 0.001 0.001 3.500 0.001 0.001 0.001 0.002 3.750 0.002 0.002 0.002 0.002 4.000 0.003 0.005 0.006 0.006 4.250 0.005 0.004 0.004 0.004 4.500 0.003 0.002 0.002 0.002 4.750 0.002 0.002 0.002 0.002 5.000 0.002 0.002 0.001 0.001 5.250 0.001 0.001 0.001 0.001 5.500 0.001 0.001 0.001 0.001 5.750 0.001 0.001 0.001 0.001 6.000 0.001 0.001 0.001 0.001 6.250 0.000 0.000 0.000 0.000 6.500 0.000 0.000 0.000 0.000 6.750 0.000 0.000 0.000 0.000 7.000 0.000 0.000 0.000 0.000 7.250 0.000 0.000 0.000 0.000 7.500 0.000 0.000 0.000 0.000 7.750 0.000 0.000 0.000 0.000 8.000 0.000 0.000 0.000 0.000 8.250 0.000 0.000 0.000 0.000 8.500 0.000 0.000 0.000 0.000 8.750 0.000 0.000 0.000 0.000 9.000 0.000 0.000 0.000 0.000 9.250 0.000 0.000 0.000 0.000 9.500 0.000 0.000 0.000 0.000 9.750 0.000 0.000 0.000 0.000 10.000 0.000 0.000 0.000 0.000 10.250 0.000 0.000 0.000 0.000 10.500 0.000 0.000 0.000 0.000 10.750 0.000 0.000 0.000 0.000 11.000 0.000 0.000 0.000 0.000 11.250 0.000 0.000 0.000 0.000 11.500 0.000 0.000 0.000 0.000 11.750 0.000 0.000 0.000 0.000 12.000 0.000 0.000 0.000 0.000 Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 10 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) Volume 12.250 0.000 0.000 0.000 0.000 12.500 0.000 0.000 0.000 0.000 12.750 0.000 0.000 0.000 0.000 13.000 0.000 0.000 0.000 0.000 13.250 0.000 0.000 0.000 0.000 13.500 0.000 0.000 0.000 0.000 13.750 0.000 0.000 0.000 0.000 14.000 0.000 0.000 0.000 0.000 14.250 0.000 0.000 0.000 0.000 14.500 0.000 0.000 0.000 0.000 14.750 0.000 0.000 0.000 0.000 15.000 0.000 0.000 0.000 0.000 15.250 0.000 0.000 0.000 0.000 15.500 0.000 0.000 0.000 0.000 15.750 0.000 0.000 0.000 0.000 16.000 0.000 0.000 0.000 0.000 16.250 0.000 0.000 0.000 0.000 16.500 0.000 0.000 0.000 0.000 16.750 0.000 0.000 0.000 0.000 17.000 0.000 0.000 0.000 0.000 17.250 0.000 0.000 0.000 0.000 17.500 0.000 0.000 0.000 0.000 17.750 0.000 0.000 0.000 0.000 18.000 0.000 0.000 0.000 0.000 18.250 0.000 0.000 0.000 0.000 18.500 0.000 0.000 0.000 0.000 18.750 0.000 0.000 0.000 0.000 19.000 0.000 0.000 0.000 0.000 19.250 0.000 0.000 0.000 0.000 19.500 0.000 0.000 0.000 0.000 19.750 0.000 0.000 0.000 0.000 20.000 0.000 0.000 0.000 0.000 20.250 0.000 0.000 0.000 0.000 20.500 0.000 0.000 0.000 0.000 20.750 0.000 0.000 0.000 0.000 21.000 0.000 0.000 0.000 0.000 21.250 0.000 0.000 0.000 0.000 21.500 0.000 0.000 0.000 0.000 21.750 0.000 0.000 0.000 0.000 22.000 0.000 0.000 0.000 0.000 22.250 0.000 0.000 0.000 0.000 22.500 0.000 0.000 0.000 0.000 22.750 0.000 0.000 0.000 0.000 23.000 0.000 0.000 0.000 0.000 23.250 0.000 0.000 0.000 0.000 23.500 0.000 0.000 0.000 0.000 23.750 0.000 0.000 0.000 0.000 24.000 0.000 (N/A) (N/A) (N/A) Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 11 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.002 0.003 0.006 0.003 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 12 of 29 Subsection: Time vs. Volume Label: PO-1 Volume (ac-ft) Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 13 of 29 Subsection: Elevation-Area Volume Curve Label: PO-1 Elevation (ft) Planimeter (ft^) Area (acres) Al-i-A2-i-sqr(Al*A2) (acres) 99.50 0.0 0.000 0.000 99.51 0.0 0.002 0.002 100.00 0.0 0.003 0.009 101.00 0.0 0.006 0.014 Volume Volume (Total) (ac-ft) (ac-ft) 0.000 0.000 0.000 0.000 0.001 0.001 0.005 0.006 Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 14 of 29 Subsection: Volume Equations Label: PO-1 Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal + Area2 + sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley PondPack VBi Lot 4 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 15 of 29 06795 USA +1-203-755-1666 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Requested Pond Water Surface Elevations Minimum (Headwater) 99.50 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 101.00 ft Outlet Connectivity structure Type Outlet ID Direction Outfall El E2 structure Type (ft) (ft) Orifice-Circular Orifice -1 Forward TW 100.00 101.00 Tailwater Settings Tailwater (N/A) (N/A) Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 16 of 29 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Structure ID: Orifice -1 Structure Type: Orifice-Circular Number of Openings 1 Elevation 100.00 ft Orifice Diameter 2.8 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance (Minimum) Tailwater Tolerance (Maximum) Headwater Tolerance (Minimum) Headwater Tolerance (Maximum) Flow Tolerance (Minimum) 0.001 ftVs 0.01 ft 0.50 ft 0.01 ft 0.50 ft Flow Tolerance (Maximum) 10.000 ft^/s Bentley PondPack VBi Lot 4 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 17 of 29 06795 USA +1-203-755-1666 Subsection: Individual Outlet Curves Label: Composite Outlet Structure -1 RATING TABLE FOR ONE OUTLET TYPE Structure ID = Orifice - 1 (Orifice-Circular) Upstream ID = Downstream ID (Pond Water Surface) Tailwater (Pond Outfall) Water Surface Elevation Flow Tailwater Elevation (ft) ms) (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.01 (N/A) 100.20 0.05 (N/A) 100.30 0.09 (N/A) 100.40 0.11 (N/A) 100.50 0.13 (N/A) 100.60 0.14 (N/A) 100.70 0.15 (N/A) 100.80 0.17 (N/A) 100.90 0.18 (N/A) 101.00 0.19 (N/A) Convergence Error Computation Messages (ft) 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 Upstream HW & DNstream TW < Inv.EI 0.00 CRFT.DEPTH CONTROL Vh= .029ft Dcr= .072ft 0.00 CRFT.DEPTH Hev= .00ft 0.00 CRFT.DEPTH CONTROL Vh= .060ft Dcr= .141ft 0.00 CRFT.DEPTH Hev= .00ft 0.00 H =.19 0.00 H =.29 0.00 H =.39 0.00 H =.49 0.00 H =.59 0.00 H =.69 0.00 H =.79 0.00 H =.89 Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 18 of 29 Subsection: Composite Rating Curve Label: Composite Outlet Structure -1 Composite Outflow Summary Water Surface Elevation Flow (ft) ms) Tailwater Elevation (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.01 (N/A) 100.20 0.05 (N/A) 100.30 0.09 (N/A) 100.40 0.11 (N/A) 100.50 0.13 (N/A) 100.60 0.14 (N/A) 100.70 0.15 (N/A) 100.80 0.17 (N/A) 100.90 0.18 (N/A) 101.00 0.19 (N/A) Convergence Error (ft) Contributing Structures 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 19 of 29 Subsection: Diverted Hydrograph Label: Outlet-1 Peak Discharge 0.19 ftVs Time to Peak 4.150 hours Hydrograph Volume 0.009 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow ms) Flow (ftVs) Flow ms) Flow ms) 3.600 0.00 0.00 0.01 0.02 3.850 0.05 0.07 0.09 0.12 4.100 0.19 0.19 0.18 0.17 4.350 0.14 0.13 0.11 0.09 4.600 0.05 0.04 0.03 0.02 4.850 0.01 0.01 0.01 0.01 5.100 0.00 0.00 0.00 (N/A) Flow ms) Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 20 of 29 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Initial Conditions Constant 0.03 ftVs Elevation (Water Surface, Initial) 99.50 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ft3/S Flow (Initial Infiltration) 0.00 ftys Flow (Initial, Total) 0.00 Time Increment 0.050 hours Elevation (ft) Outflow (ftVs) Storage (ac-ft) Area (acres) Infiltration ms) 99.50 0.00 0.000 0.000 0.00 99.60 0.00 0.000 0.003 0.03 99.70 0.00 0.001 0.003 0.03 99.80 0.00 0.001 0.003 0.03 99.90 0.00 0.001 0.003 0.03 100.00 0.00 0.001 0.003 0.03 100.10 0.01 0.002 0.004 0.03 100.20 0.05 0.002 0.004 0.03 100.30 0.09 0.003 0.004 0.03 100.40 0.11 0.003 0.004 0.03 100.50 0.13 0.003 0.005 0.03 100.60 0.14 0.004 0.005 0.03 100.70 0.15 0.004 0.005 0.03 100.80 0.17 0.005 0.005 0.03 100.90 0.18 0.006 0.006 0.03 101.00 0.19 0.006 0.006 0.03 Flow (Total) 2S/t -I- 0 ms) (ftVs) 0.00 0.00 0.03 0.14 0.03 0.27 0.03 0.41 0.03 0.56 0.03 0.72 0.04 0.91 0.08 1.13 0.12 1.36 0.14 1.59 0.16 1.83 0.17 2.07 0.18 2.33 0.20 2.60 0.21 2.89 0.22 3.18 Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 21 of 29 Subsection: Level Pool Pond Routing Summary Label: PO-1 (IN) Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.03 ftVs Initial Conditions Elevation (Water Surface, Initial) 99.50 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ftys Flow (Initial Infiltration) 0.00 ftVs Flow (Initial, Total) 0.00 ftVs Time Increment 0.050 hours Inflow/Outflow Hydrograph Summary Flow (Peak In) 0.64 Time to Peak (Flow, In) 4.050 hours Infiltration (Peak) 0.03 ftVs Time to Peak (Infiltration) 2.650 hours Flow (Peak Outlet) 0.19 ftVs Time to Peak (Flow, Outlet) 4.150 hours Elevation (Water Surface, Peak) Volume (Peak) Mass Balance (ac-ft) 100.99 ft 0.006 ac-ft Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 0.048 ac-ft Volume (Total Infiltration) 0.039 ac-ft Volume (Total Outlet Outflow) 0.009 ac-ft Volume (Retained) 0.000 ac-ft Volume (Unrouted) 0.000 ac-ft Error (Mass Balance) 0.0 % Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 22 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Peak Discharge 0.03 ftVs Time to Peak 4.450 hours Hydrograph Volume 0.039 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow ms) ms) ms) 0.050 0.00 0.00 0.01 0.01 0.300 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 0.800 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.300 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 1.800 0.02 0.02 0.02 0.02 2.050 0.02 0.03 0.03 0.03 2.300 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.03 2.800 0.03 0.03 0.03 0.03 3.050 0.03 0.03 0.03 0.03 3.300 0.03 0.03 0.03 0.03 3.550 0.03 0.03 0.03 0.03 3.800 0.03 0.03 0.03 0.03 4.050 0.03 0.03 0.03 0.03 4.300 0.03 0.03 0.03 0.03 4.550 0.03 0.03 0.03 0.03 4.800 0.03 0.03 0.03 0.03 5.050 0.03 0.03 0.03 0.03 5.300 0.03 0.03 0.03 0.03 5.550 0.03 0.03 0.03 0.03 5.800 0.03 0.03 0.03 0.03 6.050 0.03 0.03 0.03 0.03 6.300 0.03 0.03 0.03 0.03 6.550 0.02 0.02 0.02 0.02 6.800 0.02 0.02 0.02 0.02 7.050 0.02 0.02 0.02 0.02 7.300 0.02 0.02 0.02 0.02 7.550 0.02 0.02 0.02 0.02 7.800 0.02 0.02 0.02 0.02 8.050 0.02 0.02 0.02 0.02 8.300 0.02 0.02 0.02 0.02 8.550 0.02 0.02 0.02 0.02 8.800 0.02 0.02 0.02 0.02 9.050 0.02 0.02 0.02 0.02 9.300 0.02 0.02 0.02 0.02 9.550 0.02 0.02 0.02 0.02 9.800 0.02 0.02 0.02 0.02 10.050 0.02 0.02 0.02 0.02 10.300 0.02 0.02 0.02 0.02 10.550 0.02 0.02 0.02 0.02 10.800 0.02 0.02 0.02 0.02 11.050 0.02 0.02 0.02 0.02 Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 23 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow (ftVs) Flow (ftVs) Flow (ftVs) 11.300 0.02 0.02 0.02 0.02 11.550 0.02 0.02 0.02 0.02 11.800 0.02 0.02 0.02 0.02 12.050 0.02 0.02 0.02 0.02 12.300 0.02 0.02 0.02 0.02 12.550 0.02 0.02 0.02 0.02 12.800 0.02 0.02 0.02 0.02 13.050 0.02 0.02 0.02 0.02 13.300 0.02 0.02 0.02 0.02 13.550 0.02 0.02 0.02 0.02 13.800 0.02 0.02 0.02 0.02 14.050 0.02 0.02 0.02 0.02 14.300 0.02 0.02 0.02 0.02 14.550 0.02 0.02 0.02 0.02 14.800 0.02 0.02 0.02 0.02 15.050 0.02 0.02 0.02 0.02 15.300 0.02 0.02 0.02 0.02 15.550 0.02 0.02 0.02 0.02 15.800 0.02 0.02 0.02 0.02 16.050 0.02 0.02 0.02 0.02 16.300 0.02 0.02 0.02 0.02 16.550 0.02 0.02 0.02 0.02 16.800 0.02 0.02 0.02 0.02 17.050 0.02 0.02 0.02 0.02 17.300 0.02 0.02 0.02 0.02 17.550 0.02 0.02 0.02 0.02 17.800 0.02 0.02 0.02 0.02 18.050 0.02 0.02 0.02 0.02 18.300 0.02 0.02 0.02 0.02 18.550 0.02 0.02 0.02 0.02 18.800 0.02 0.02 0.02 0.02 19.050 0.02 0.02 0.02 0.02 19.300 0.02 0.02 0.02 0.02 19.550 0.02 0.02 0.02 0.02 19.800 0.02 0.02 0.02 0.02 20.050 0.02 0.02 0.02 0.02 20.300 0.02 0.02 0.02 0.02 20.550 0.02 0.02 0.02 0.02 20.800 0.02 0.02 0.02 0.02 21.050 0.02 0.02 0.02 0.02 21.300 0.02 0.02 0.02 0.02 21.550 0.02 0.02 0.02 0.02 21.800 0.02 0.02 0.02 0.02 22.050 0.02 0.02 0.02 0.02 22.300 0.02 0.02 0.02 0.02 22.550 0.02 0.02 0.02 0.02 22.800 0.02 0.02 0.02 0.02 23.050 0.02 0.02 0.02 0.02 23.300 0.02 0.02 0.02 0.02 23.550 0.02 0.02 0.02 0.02 Flow ms) Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 24 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) 23.800 Flow ms) Flow ms) Flow ms) Flow ms) 0.02 0.02 0.02 0.02 Flow (ftVs) 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 25 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow ms) 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [OB.11.01.51] Page 26 of 29 Subsection: Pond Routed Hydrograph (total out) Label: PO-1 (OUT) Peak Discharge 0.19 ftVs Time to Peak 4.150 hours Hydrograph Volume 0.009 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow ms) Flow ms) Flow ms) Flow 3.600 0.00 0.00 0.01 0.02 3.850 0.05 0.07 0.09 0.12 4.100 0.19 0.19 0.18 0.17 4.350 0.14 0.13 0.11 0.09 4.600 0.05 0.04 0.03 0.02 4.850 0.01 0.01 0.01 0.01 5.100 0.00 0.00 0.00 (N/A) Flow (ftVs) Lot 4 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 27 of 29 Subsection: Pond Inflow Summary Label: PO-1 (IN) Summary for Hydrograph Addition at 'PO-1' Upstream Link Upstream Node <Catchment to Outflow Node> CM-1 Node Inflows Inflow Type Element Volume Time to Peak Flow (Peak) (ac-ft) (hours) (ftVs) Flow (From) CM-1 0.022 4.050 0.64 Flow (In) PO-1 0.048 4.050 0.64 Bentley PondPack VBi Lot 4 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 28 ot 29 06795 USA +1-203-755-1666 Index c CM-1 (Read Hydrograph)...4 Composite Outlet Structure -1 (Composite Rating Curve)...19 Composite Outlet Structure -1 (Individual Outlet Cun/es)... 18 Composite Outlet Structure -1 (Outlet Input Data)...16,17 M Master Network Summary...3 0 0-1 (Addition Summary)...5 Outlet-1 (Diverted Hydrograph)...20 P PO-1 (Elevation-Area Volume Curve)...14 PO-1 (Elevation-Volume-Flow Table (Pond))...21 PO-1 (IN) (Level Pool Pond Routing Summary)...22 PO-1 (IN) (Pond Inflow Summary)...28 PO-1 (IN) (Time vs. Elevation)...6, 7, 8, 9 PO-1 (INF) (Pond Infiltration Hydrograph)...23, 24, 25, 26 PO-1 (OUT) (Pond Routed Hydrograph (total out))...27 PO-1 (Timevs. Volume)...10,11,12,13 PO-1 (Volume Equations)...15 U User Notifications...2 Bentley PondPack VBi Lot 4 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 29 of 29 06795 USA +1-203-755-1666 Appendix F-5 Lot 5 Routing Project Summary Title Engineer Company Date 7/9/2013 Notes Bentley PondPack VBi Lot 5 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 29 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure -1 Outlet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Network Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Curve Volume Equations Outlet Input Data Individual Outlet Curves Composite Rating Curve Diverted Hydrograph Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 22 23 27 Pond Inflow Summary 28 Subsection: User Notifications No user User Notifications? notifications generated. Bentley PondPack VBi Lot 5 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 29 06795 USA +1-203-755-1666 Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) (years) CM-1 Base 0 0.023 4.050 Peak Flow ms) 0.65 Node Summary Label Scenario Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (hours) 0-1 Base 0 0.009 4.100 Peak Flow (ft3/s) 0.22 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) ms) (years) (ac-ft) ms) PO-1 (IN) Base 0 0.048 4.050 0.65 PO-1 (OUT) Base 0 0.009 4.100 0.22 Maximum Water Maximum Pond Surface Elevation Storage (ft) (ac-ft) (N/A) (N/A) 100.95 0.006 Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 3 of 29 Subsection: Read Hydrograph Label: CM-1 Peak Discharge Time to Peak Hydrograph Volume 0.66 ftVs 4.050 hours 0.023 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Time (hours) Flow ms) Flow (ftVs) Flow (ftVs) Flow (ftVs) 0.050 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.03 2.050 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.04 3.050 0.04 0.04 0.05 0.05 3.550 0.06 0.08 0.09 0.13 4.050 0.66 0.10 0.07 0.05 4.550 0.04 0.04 0.03 0.03 5.050 0.03 0.02 0.02 0.02 5.550 0.02 0.02 0.02 0.02 Flow ms) Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 4 of 29 Subsection: Addition Summary Label: 0-1 Summary for Hydrograph Addition at '0-1' Upstream Link Outlet-1 Inflow Type Flow (From) Flow (In) PO-1 Node Inflows Element Volume (ac-ft) Outlet-1 0-1 0.009 0.009 Upstream Node Time to Peak (hours) 4.100 4.100 Flow (Peak) ms) 0.22 0.22 Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 5 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 0.000 99.50 99.50 99.51 99.53 0.250 99.55 99.55 99.55 99.56 0.500 99.56 99.56 99.56 99.56 0.750 99.56 99.56 99.56 99.56 1.000 99.57 99.57 99.57 99.57 1.250 99.57 99.57 99.57 99.57 1.500 99.57 99.57 99.57 99.57 1.750 99.58 99.58 99.58 99.58 2.000 99.58 99.58 99.59 99.59 2.250 99.59 99.59 99.59 99.60 2.500 99.60 99.60 99.60 99.61 2.750 99.62 99.62 99.63 99.65 3.000 99.67 99.69 99.70 99.72 3.250 99.77 99.79 99.82 99.85 3.500 99.92 99.96 100.01 100.05 3.750 100.13 100.17 100.21 100.25 4.000 100.45 100.74 100.95 100.94 4.250 100.73 100.62 100.50 100.40 4.500 100.23 100.18 100.15 100.12 4.750 100.09 100.08 100.06 100.05 5.000 100.03 100.02 100.01 100.00 5.250 99.99 99.98 99.97 99.96 5.500 99.94 99.93 99.91 99.90 5.750 99.87 99.85 99.84 99.82 6.000 99.79 99.77 99.75 99.73 6.250 99.69 99.67 99.65 99.63 6.500 99.59 99.58 99.57 99.56 6.750 99.56 99.56 99.56 99.56 7.000 99.56 99.56 99.56 99.56 7.250 99.56 99.56 99.56 99.56 7.500 99.56 99.56 99.56 99.56 7.750 99.56 99.56 99.56 99.56 8.000 99.56 99.56 99.56 99.56 8.250 99.56 99.56 99.56 99.56 8.500 99.56 99.56 99.56 99.56 8.750 99.56 99.56 99.56 99.56 9.000 99.56 99.56 99.56 99.56 9.250 99.56 99.56 99.56 99.56 9.500 99.56 99.56 99.56 99.56 9.750 99.56 99.56 99.56 99.56 10.000 99.56 99.56 99.56 99.56 10.250 99.56 99.56 99.56 99.56 10.500 99.56 99.56 99.56 99.56 10.750 99.56 99.56 99.56 99.56 11.000 99.56 99.56 99.56 99.56 11.250 99.56 99.56 99.56 99.56 11.500 99.56 99.56 99.56 99.56 11.750 99.56 99.56 99.56 99.56 12.000 99.56 99.56 99.56 99.56 Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 6 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 12.250 99.56 99.56 99.56 99.56 12.500 99.56 99.56 99.56 99.56 12.750 99.56 99.56 99.56 99.56 13.000 99.56 99.56 99.56 99.56 13.250 99.56 99.56 99.56 99.56 13.500 99.56 99.56 99.56 99.56 13.750 99.56 99.56 99.56 99.56 14.000 99.56 99.56 99.56 99.56 14.250 99.56 99.56 99.56 99.56 14.500 99.56 99.56 99.56 99.56 14.750 99.56 99.56 99.56 99.56 15.000 99.56 99.56 99.56 99.56 15.250 99.56 99.56 99.56 99.56 15.500 99.56 99.56 99.56 99.56 15.750 99.56 99.56 99.56 99.56 16.000 99.56 99.56 99.56 99.56 16.250 99.56 99.56 99.56 99.56 16.500 99.56 99.56 99.56 99.56 16.750 99.56 99.56 99.56 99.56 17.000 99.56 99.56 99.56 99.56 17.250 99.56 99.56 99.56 99.56 17.500 99.56 99.56 99.56 99.56 17.750 99.56 99.56 99.56 99.56 18.000 99.56 99.56 99.56 99.56 18.250 99.56 99.56 99.56 99.56 18.500 99.56 99.56 99.56 99.56 18.750 99.56 99.56 99.56 99.56 19.000 99.56 99.56 99.56 99.56 19.250 99.56 99.56 99.56 99.56 19.500 99.56 99.56 99.56 99.56 19.750 99.56 99.56 99.56 99.56 20.000 99.56 99.56 99.56 99.56 20.250 99.56 99.56 99.56 99.56 20.500 99.56 99.56 99.56 99.56 20.750 99.56 99.56 99.56 99.56 21.000 99.56 99.56 99.56 99.56 21.250 99.56 99.56 99.56 99.56 21.500 99.56 99.56 99.56 99.56 21.750 99.56 99.56 99.56 99.56 22.000 99.56 99.56 99.56 99.56 22.250 99.56 99.56 99.56 99.56 22.500 99.56 99.56 99.56 99.56 22.750 99.56 99.56 99.56 99.56 23.000 99.56 99.56 99.56 99.56 23.250 99.56 99.56 99.56 99.56 23.500 99.56 99.56 99.56 99.56 23.750 99.56 99.56 99.56 99.56 24.000 99.56 (N/A) (N/A) (N/A) Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 7 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.54 99.56 99.56 99.56 99.57 99.57 99.58 99.58 99.59 99.60 99.61 99.66 99.74 99.89 100.10 100.30 100.84 100.31 100.10 100.04 100.00 99.95 99.88 99.80 99.71 99.61 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 8 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 (N/A) Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 9 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Time (hours) Output Time increment Time on left represents time for Volume Volume (ac-ft) (ac-ft) = 0.050 hours first value in each row. Volume (ac-ft) Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 1.250 0.000 0.000 0.000 0.000 1.500 0.000 0.000 0.000 0.000 1.750 0.000 0.000 0.000 0.000 2.000 0.000 0.000 0.000 0.000 2.250 0.000 0.000 0.000 0.000 2.500 0.000 0.000 0.000 0.000 2.750 0.000 0.000 0.000 0.000 3.000 0.000 0.000 0.001 0.001 3.250 0.001 0.001 0.001 0.001 3.500 0.001 0.001 0.001 0.002 3.750 0.002 0.002 0.002 0.002 4.000 0.003 0.005 0.006 0.006 4.250 0.005 0.004 0.003 0.003 4.500 0.002 0.002 0.002 0.002 4.750 0.002 0.002 0.002 0.002 5.000 0.002 0.002 0.001 0.001 5.250 0.001 0.001 0.001 0.001 5.500 0.001 0.001 0.001 0.001 5.750 0.001 0.001 0.001 0.001 6.000 0.001 0.001 0.001 0.001 6.250 0.000 0.000 0.000 0.000 6.500 0.000 0.000 0.000 0.000 6.750 0.000 0.000 0.000 0.000 7.000 0.000 0.000 0.000 0.000 7.250 0.000 0.000 0.000 0.000 7.500 0.000 0.000 0.000 0.000 7.750 0.000 0.000 0.000 0.000 8.000 0.000 0.000 0.000 0.000 8.250 0.000 0.000 0.000 0.000 8.500 0.000 0.000 0.000 0.000 8.750 0.000 0.000 0.000 0.000 9.000 0.000 0.000 0.000 0.000 9.250 0.000 0.000 0.000 0.000 9.500 0.000 0.000 0.000 0.000 9.750 0.000 0.000 0.000 0.000 10.000 0.000 0.000 0.000 0.000 10.250 0.000 0.000 0.000 0.000 10.500 0.000 0.000 0.000 0.000 10.750 0.000 0.000 0.000 0.000 11.000 0.000 0.000 0.000 0.000 11.250 0.000 0.000 0.000 0.000 11.500 0.000 0.000 0.000 0.000 11.750 0.000 0.000 0.000 0.000 12.000 0.000 0.000 0.000 0.000 Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 10 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) 12.250 0.000 0.000 0.000 0.000 12.500 0.000 0.000 0.000 0.000 12.750 0.000 0.000 0.000 0,000 13.000 0.000 0.000 0.000 0.000 13.250 0.000 0.000 0.000 0.000 13.500 0.000 0.000 0.000 0.000 13.750 0.000 0.000 0.000 0.000 14.000 0.000 0.000 0.000 0.000 14.250 0.000 0.000 0.000 0.000 14.500 0.000 0.000 0.000 0.000 14.750 0.000 0.000 0.000 0.000 15.000 0.000 0.000 0.000 0.000 15.250 0.000 0.000 0.000 0.000 15.500 0.000 0.000 0.000 0.000 15.750 0.000 0.000 0.000 0.000 16.000 0.000 0.000 0.000 0.000 16.250 0.000 0.000 0.000 0.000 16.500 0.000 0.000 0.000 0.000 16.750 0.000 0.000 0.000 0.000 17.000 0.000 0.000 0.000 0.000 17.250 0.000 0.000 0.000 0.000 17.500 0.000 0.000 0.000 0.000 17.750 0.000 0.000 0.000 0.000 18.000 0.000 0.000 0.000 0.000 18.250 0.000 0.000 0.000 0.000 18.500 0.000 0.000 0.000 0.000 18.750 0.000 0.000 0.000 0.000 19.000 0.000 0.000 0.000 0.000 19.250 0.000 0.000 0.000 0.000 19.500 0.000 0.000 0.000 0.000 19.750 0.000 0.000 0.000 0.000 20.000 0.000 0.000 0.000 0.000 20.250 0.000 0.000 0.000 0.000 20.500 0.000 0.000 0.000 0.000 20.750 0.000 0.000 0.000 0.000 21.000 0.000 0.000 0.000 0.000 21.250 0.000 0.000 0.000 0.000 21.500 0.000 0.000 0.000 0.000 21.750 0.000 0.000 0.000 0.000 22.000 0.000 0.000 0.000 0.000 22.250 0.000 0.000 0.000 0.000 22.500 0.000 0.000 0.000 0.000 22.750 0.000 0.000 0.000 0.000 23.000 0.000 0.000 0.000 0.000 23.250 0.000 0.000 0.000 0.000 23.500 0.000 0.000 0.000 0.000 23.750 0.000 0.000 0.000 0.000 24.000 0.000 (N/A) (N/A) (N/A) Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [OB.11.01.51] Page 11 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.002 0.003 0.005 0.003 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 12 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 13 of 29 Subsection: Elevation-Area Volume Curve Label: PO-1 Elevation (ft) Planimeter (ft^) Area (acres) Al-i-A2+sqr(Al*A2) (acres) 99.50 0.0 0.000 0.000 99.51 0.0 0.002 0.002 100.00 0.0 0.003 0.009 101.00 0.0 0.006 0.014 Volume (ac-ft) Volume (Total) (ac-ft) 0.000 0.000 0.000 0.000 0.001 0.001 0.005 0.006 Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 14 of 29 Subsection: Volume Equations Label: PO-1 Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal + Area2 -I- sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley PondPack VBi Lot 5 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 15 of 29 06795 USA +1-203-755-1666 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Requested Pond Water Surface Elevations Minimum (Headwater) 99.50 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 101.00 ft Outlet Connectivity structure Type Outlet ID Direction Outfall El E2 (ft) (ft) Orifice-Circular Orifice -1 forviard TW 100.11 101.25 Tailwater Settings Tailwater (N/A) (N/A) Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 16 of 29 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Structure ID: Orifice -1 Structure Type: Orifice-Circular Number of Openings 1 Elevation 100.00 ft Orifice Diameter 3.0 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance 0.01 ft (Minimum) 0.01 ft Tailwater Tolerance (Maximum) 0.50 ft Headwater Tolerance (Minimum) 0.01 ft Headwater Tolerance (Maximum) 0.50 ft Flow Tolerance (Minimum) 0.001 ftys Flow Tolerance (Maximum) 10.000 ftys Bentley PondPack VBi Lot 5 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 17 of 29 06795 USA +1-203-755-1666 Subsection: Individual Outlet Curves Label: Composite Outlet Structure -1 RATING TABLE FOR ONE OUTLET TYPE Structure ID = Orifice -1 (Orifice-Circular) Upstream ID = (Pond VJater Surface) Downstream ID = Tailwater (Pond Outfall) Water Surface Elevation Flow Tailwater Elevation (ft) ms) (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.02 (N/A) 100.20 0.06 (N/A) 100.30 0.10 (N/A) 100.40 0.13 (N/A) 100.50 0.15 (N/A) 100.60 0.17 (N/A) 100.70 0.18 (N/A) 100.80 0.20 (N/A) 100.90 0.21 (N/A) 101.00 0.22 (N/A) Convergence Error Computation Messages (ft) 0.00 HW & TW below Invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 Upstream HW & DNstream TW < Inv.EI 0.00 CRFT.DEPTH CONTROL Vh= .026ft Dcr= .074ft 0.00 CRIT.DEPTH Hev= .00ft 0.00 CRFT.DEPTH CONTROL Vh= .058ft Dcr= .143ft 0.00 CRFT.DEPTH Hev= .00ft 0.00 H =.18 0.00 H =.28 0.00 H =.38 0.00 H =.48 0.00 H =.58 0.00 H =.68 0.00 H =.78 0.00 H =.88 Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 18 of 29 Subsection: Composite Rating Curve Label: Composite Outlet Structure -1 Composite Outflow Summary Water Surface Elevation Flow (ft) ms) Tailwater Elevation (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.02 (N/A) 100.20 0.06 (N/A) 100.30 0.10 (N/A) 100.40 0.13 (N/A) 100.50 0.15 (N/A) 100.60 0.17 (N/A) 100.70 0.18 (N/A) 100.80 0.20 (N/A) 100.90 0.21 (N/A) 101.00 0.22 (N/A) Convergence Error Contributing Structures (ft) 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 19 of 29 Subsection: Diverted Hydrograph Label: Outlet-1 Peak Discharge 0.22 ftVs Time to Peak 4.100 hours Hydrograph Volume 0.009 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow ms) ms) ms) 3.550 0.00 0.00 0.01 0.02 3.800 0.04 0.06 0.08 0.10 4.050 0.19 0.22 0.22 0.20 4.300 0.17 0.15 0.13 0.10 4.550 0.05 0.03 0.02 0.02 4.800 0.01 0.01 0.01 0.01 5.050 0.00 0.00 0.00 (N/A) Flow ms) Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 20 of 29 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Initial Conditions Constant 0.03 ft3/s Elevation (Water Surface, 99.50 ft Initial) 99.50 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ftVs Flow (Initial Infiltration) 0.00 ftVs Flow (Initial, Total) 0.00 ft3/s Time Increment 0.050 hours Elevation Outflow (ftVs) Storage (ac-ft) Area (acres) Infiltration ms) 99.50 0.00 0.000 0.000 0.00 99.60 0.00 0.000 0.003 0.03 99.70 0.00 0.001 0.003 0.03 99.80 0.00 0.001 0.003 0.03 99.90 0.00 0.001 0.003 0.03 100.00 0.00 0.001 0.003 0.03 100.10 0.02 0.002 0.004 0.03 100.20 0.06 0.002 0.004 0.03 100.30 0.10 0.003 0.004 0.03 100.40 0.13 0.003 0.004 0.03 100.50 0.15 0.003 0.005 0.03 100.60 0.17 0.004 0.005 0.03 100.70 0.18 0.004 0.005 0.03 100.80 0.20 0.005 0.005 0.03 100.90 0.21 0.006 0.006 0.03 101.00 0.22 0.006 0.006 0.03 Flow (Total) 2S/t + 0 (ftVs) ms) 0.00 0.00 0.03 0.14 0.03 0.27 0.03 0.41 0.03 0.56 0.03 0.72 0.05 0.91 0.09 1.14 0.13 1.38 0.16 1.61 0.18 1.85 0.20 2.10 0.21 2.36 0.23 2.63 0.24 2.92 0.25 3.22 Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 21 of 29 Subsection: Level Pool Pond Routing Summary Label: PO-1 (IN) Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.03 ftVs Initial Conditions Elevation (Water Surface, Initial) Volume (Initial) Flow (Initial Outlet) Flow (Initial Infiltration) Flow (Initial, Total) Time Increment 99.50 ft 0.000 ac-ft 0.00 ftVs 0.00 ft^/s 0.00 ftVs 0.050 hours Inflow/Outflow Hydrograph Summary Flow (Peak In) 0.65 ft^/s Time to Peak (Flow, In) 4.050 hours Infiltration (Peak) 0.03 ftVs Time to Peak (Infiltration) 2.550 hours Flow (Peak Outlet) 0.22 ft3/S Time to Peak (Flow, Outlet) 4.100 hours Elevation (Water Surface, Peak) Volume (Peak) Mass Balance (ac-ft) 100.95 ft 0.006 ac-ft Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 0.048 ac-ft Volume (Total Infiltration) 0.039 ac-ft Volume (Total Outlet Outflow) 0.009 ac-ft Volume (Retained) 0.000 ac-ft Volume (Unrouted) 0.000 ac-ft Error (Mass Balance) 0.0 % Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 22 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Peak Discharge 0.03 ft3/s Time to Peak 4.400 hours Hydrograph Volume 0.039 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow (ft3/s) (ftVs) (ftVs) 0.050 0.00 0.00 0.01 0.01 0.300 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 0.800 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.300 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 1.800 0.02 0.02 0.02 0.02 2.050 0.03 0.03 0.03 0.03 2.300 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.03 2.800 0.03 0.03 0.03 0.03 3.050 0.03 0.03 0.03 0.03 3.300 0.03 0.03 0.03 0.03 3.550 0.03 0.03 0.03 0.03 3.800 0.03 0.03 0.03 0.03 4.050 0.03 0.03 0.03 0.03 4.300 0.03 0.03 0.03 0.03 4.550 0.03 0.03 0.03 0.03 4.800 0.03 0.03 0.03 0.03 5.050 0.03 0.03 0.03 0.03 5.300 0.03 0.03 0.03 0.03 5.550 0.03 0.03 0.03 0.03 5.800 0.03 0.03 0.03 0.03 6.050 0.03 0.03 0.03 0.03 6.300 0.03 0.03 0.03 0.03 6.550 0.02 0.02 0.02 0.02 6.800 0.02 0.02 0.02 0.02 7.050 0.02 0.02 0.02 0.02 7.300 0.02 0.02 0.02 0.02 7.550 0.02 0.02 0.02 0.02 7.800 0.02 0.02 0.02 0.02 8.050 0.02 0.02 0.02 0.02 8.300 0.02 0.02 0.02 0.02 8.550 0.02 0.02 0.02 0.02 8.800 0.02 0.02 0.02 0.02 9.050 0.02 0.02 0.02 0.02 9.300 0.02 0.02 0.02 0.02 9.550 0.02 0.02 0.02 0.02 9.800 0.02 0.02 0.02 0.02 10.050 0.02 0.02 0.02 0.02 10.300 0.02 0.02 0.02 0.02 10.550 0.02 0.02 0.02 0.02 10.800 0.02 0.02 0.02 0.02 11.050 0.02 0.02 0.02 0.02 Flow ms) Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 23 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Lot 5 Basin.ppc 7/5/2014 Flow (ftVs) Flow ms) Flow ms) 11.300 0.02 0.02 0.02 0.02 11.550 0.02 0.02 0.02 0.02 11.800 0.02 0.02 0.02 0.02 12.050 0.02 0.02 0.02 0.02 12.300 0.02 0.02 0.02 0.02 12.550 0.02 0.02 0.02 0.02 12.800 0.02 0.02 0.02 0.02 13.050 0.02 0.02 0.02 0.02 13.300 0.02 0.02 0.02 0.02 13.550 0.02 0.02 0.02 0.02 13.800 0.02 0.02 0.02 0.02 14.050 0.02 0.02 0.02 0.02 14.300 0.02 0.02 0.02 0.02 14.550 0.02 0.02 0.02 0.02 14.800 0.02 0.02 0.02 0.02 15.050 0.02 0.02 0.02 0.02 15.300 0.02 0.02 0.02 0.02 15.550 0.02 0.02 0.02 0.02 15.800 0.02 0.02 0.02 0.02 16.050 0.02 0.02 0.02 0.02 16.300 0.02 0.02 0.02 0.02 16.550 0.02 0.02 0.02 0.02 16.800 0.02 0.02 0.02 0.02 17.050 0.02 0.02 0.02 0.02 17.300 0.02 0.02 0.02 0.02 17.550 0.02 0.02 0.02 0.02 17.800 0.02 0.02 0.02 0.02 18.050 0.02 0.02 0.02 0.02 18.300 0.02 0.02 0.02 0.02 18.550 0.02 0.02 0.02 0.02 18.800 0.02 0.02 0.02 0.02 19.050 0.02 0.02 0.02 0.02 19.300 0.02 0.02 0.02 0.02 19.550 0.02 0.02 0.02 0.02 19.800 0.02 0.02 0.02 0.02 20.050 0.02 0.02 0.02 0.02 20.300 0.02 0.02 0.02 0.02 20.550 0.02 0.02 0.02 0.02 20.800 0.02 0.02 0.02 0.02 21.050 0.02 0.02 0.02 0.02 21.300 0.02 0.02 0.02 0.02 21.550 0.02 0.02 0.02 0.02 21.800 0.02 0.02 0.02 0.02 22.050 0.02 0.02 0.02 0.02 22.300 0.02 0.02 0.02 0.02 22.550 0.02 0.02 0.02 0.02 22.800 0.02 0.02 0.02 0.02 23.050 0.02 0.02 0.02 0.02 23.300 0.02 0.02 0.02 0.02 23.550 0.02 0.02 0.02 0.02 Flow ms) Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 24 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) ms) (ftVs) ms) ms) 23.800 I 0.021 0.02 I 0,02] 0.02 I Flow ms) 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 25 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow (ftVs) 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 26 of 29 Subsection: Pond Routed Hydrograph (total out) Label: PO-1 (OUT) Peak Discharge 0.22 ftVs Time to Peak 4.100 hours Hydrograph Volume 0.009 ac-ft Time HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow (ftVs) (ftVs) (ftVs) (ftVs) 3.550 0.00 0.00 0.01 0.02 3.800 0.04 0.06 0.08 0.10 4.050 0.19 0.22 0.22 0.20 4.300 0.17 0.15 0.13 0.10 4.550 0.05 0.03 0.02 0.02 4.800 0.01 0.01 0.01 0.01 5.050 0.00 0.00 0.00 (N/A) Flow ms) Lot 5 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 27 ot 29 Subsection: Pond Inflow Summary Label: PO-1 (IN) Summary for Hydrograph Addition at 'PO-1' Upstream Link Upstream Node <Catchment to Outflow Node> CM-1 Node Inflows Inflow Type Element Volume Time to Peak Flow (Peak) (ac-ft) (hours) (ftVs) Flow (From) CM-1 0.023 4.050 0.65 Flow (In) PO-1 0.048 4.050 0.65 I r,t a Bocin .,r„. „ . Bentley PondPack VBi 7%on^A Bentley Systems, Inc. Haestad Methods Solution Center [08 110151] 27 Siemon Company Drive Suite 200 W Watertown, CT Page 28 of 29 06795 USA +1-203-755-1666 Index c CM-1 (Read Hydrograph)...4 Composite Outlet Structure -1 (Composite Rating Curve)...19 Composite Outlet Structure -1 (Individual Outlet Cun/es)...18 Composite Outlet Structure -1 (Outlet Input Data)...16,17 M Master Network Summary...3 0 0-1 (Addition Summary)...5 Outlet-1 (Diverted Hydrograph)...20 P PO-1 (Elevation-Area Volume Curve)...14 PO-1 (Elevation-Volume-Flow Table (Pond))...21 PO-1 (IN) (Level Pool Pond Routing Summary)...22 PO-1 (IN) (Pond Inflow Summary)...28 PO-1 (IN) (Time vs. Elevation)...6, 7, 8, 9 PO-1 (INF) (Pond Infiltration Hydrograph)...23, 24, 25, 26 PO-1 (OUT) (Pond Routed Hydrograph (total out))...27 PO-1 ("Timevs. Volume)...10, 11,12, 13 PO-1 (Volume Equations)...15 U User Notif ications... 2 Bentley PondPack VBi Lot 5 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 29 of 29 06795 USA +1-203-755-1666 Appendix F-6 Lot 6 Routing Project Summary Title Engineer Company Date 7/9/2013 Notes Bentley PondPack VBi Lot6 Basin ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 29 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure - 1 Outlet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Network Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Cun/e Volume Equations Outlet Input Data Individual Outlet Curves Composite Rating Curve Diverted Hydrograph Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 22 23 27 Pond Inflow Summary 28 Subsection: User Notifications No user User Notifications? notifications generated. Bentley PondPack VBi Lot 6 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 29 06795 USA +1-203-755-1666 Subsection: Master Network Summary Catchments Summary Label Scenario I CM-1 Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (hours) Base 0.023 4.050 Peak Flow (ftVs) 0.64 Node Summary Label Scenario [oT Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (hours) Base 0.009 4.150 Peak Flow ms) 0.19 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) (ftVs) (years) (ac-ft) (ftVs) PO-1 (IN) Base 0 0.048 4.050 0.64 PO-1 (OUT) Base 0 0.009 4.150 0.19 Maximum Water Maximum Pond Surface Elevation Storage (ft) (ac-ft) (N/A) (N/A) 100.99 0.006 Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 3 of 29 Subsection: Read Hydrograph Label: CM-1 Peak Discharge 0.64 ftVs Time to Peak 4.050 hours Hydrograph Volume 0.023 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Time Flow ms) Flow Flow ms) Flow ms) Flow ms) 0.050 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 2.050 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.04 3.050 0.04 0.04 0.05 0.05 3.550 0.06 0.08 0.09 0.13 4.050 0.64 0.10 0.07 0.05 4.550 0.04 0.04 0.03 0.03 5.050 0.03 0.02 0.02 0.02 5.550 0.02 0.02 0.02 0.02 Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 4 of 29 Subsection: Addition Summary Label: 0-1 Summary for Hydrograph Addition at '0-1' Upstream Link Upstream Node Outlet-1 PO-1 Node Inflows Inflow Type Element Volume Time to Peak Flow (Peak) (ac-ft) (hours) (ft^/s) Flow (From) Outlet-1 0.009 4.150 0.19 Flow (In) 0-1 0.009 4.150 0.19 ^„^^^'" PP<= Bentley Systems, Inc. Haestad Methods Solution Center [08 110151] 'i^'20'\A 27 Siemon Company Drive Suite 200 W Watertown, CT Page 5 of 29 06795 USA +1-203-755-1666 Bentley PondPack VBi Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 0.000 99.50 99.50 99.51 99.53 0.250 99.55 99.55 99.55 99.56 0.500 99.56 99.56 99.56 99.56 0.750 99.56 99.56 99.56 99.56 1.000 99.56 99.56 99.57 99.57 1.250 99.57 99.57 99.57 99.57 1.500 99.57 99.57 99.57 99.57 1.750 99.58 99.58 99.58 99.58 2.000 99.58 99.58 99.58 99.59 2.250 99.59 99.59 99.59 99.59 2.500 99.60 99.60 99.60 99.61 2.750 99.62 99.62 99.63 99.64 3.000 99.66 99.68 99.70 99.72 3.250 99.76 99.78 99.81 99.84 3.500 99.91 99.95 99.99 100.04 3.750 100.12 100.16 100.21 100.25 4.000 100.46 100.76 100.98 100.99 4.250 100.81 100.72 100.62 100.52 4.500 100.34 100.27 100.21 100.16 4.750 100.11 100.09 100.08 100.06 5.000 100.04 100.03 100.02 100.01 5.250 99.99 99.98 99.97 99.96 5.500 99.93 99.92 99.91 99.89 5.750 99.86 99.85 99.83 99.81 6.000 99.78 99.76 99.74 99.72 6.250 99.68 99.66 99.64 99.62 6.500 99.58 99.57 99.57 99.56 6.750 99.56 99.56 99.56 99.56 7.000 99.56 99.56 99.56 99.56 7.250 99.56 99.56 99.56 99.56 7.500 99.56 99.56 99.56 99.56 7.750 99.56 99.56 99.56 99.56 8.000 99.56 99.56 99.56 99.56 8.250 99.56 99.56 99.56 99.56 8.500 99.56 99.56 99.56 99.56 8.750 99.56 99.56 99.56 99.56 9.000 99.56 99.56 99.56 99.56 9.250 99.56 99.56 99.56 99.56 9.500 99.56 99.56 99.56 99.56 9.750 99.56 99.56 99.56 99.56 10.000 99.56 99.56 99.56 99.56 10.250 99.56 99.56 99.56 99.56 10.500 99.56 99.56 99.56 99.56 10.750 99.56 99.56 99.56 99.56 11.000 99.56 99.56 99.56 99.56 11.250 99.56 99.56 99.56 99.56 11.500 99.56 99.56 99.56 99.56 11.750 99.56 99.56 99.56 99.56 12.000 99.56 99.56 99.56 99.56 Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 6 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 12.250 99.56 99.56 99.56 99.56 12.500 99.56 99.56 99.56 99.56 12.750 99.56 99.56 99.56 99.56 13.000 99.56 99.56 99.56 99.56 13.250 99.56 99.56 99.56 99.56 13.500 99.56 99.56 99.56 99.56 13.750 99.56 99.56 99.56 99.56 14.000 99.56 99.56 99.56 99.56 14.250 99.56 99.56 99.56 99.56 14.500 99.56 99.56 99.56 99.56 14.750 99.56 99.56 99.56 99.56 15.000 99.56 99.56 99.56 99.56 15.250 99.56 99.56 99.56 99.56 15.500 99.56 99.56 99.56 99.56 15.750 99.56 99.56 99.56 99.56 16.000 99.56 99.56 99.56 99.56 16.250 99.56 99.56 99.56 99.56 16.500 99.56 99.56 99.56 99.56 16.750 99.56 99.56 99.56 99.56 17.000 99.56 99.56 99.56 99.56 17.250 99.56 99.56 99.56 99.56 17.500 99.56 99.56 99.56 99.56 17.750 99.56 99.56 99.56 99.56 18.000 99.56 99.56 99.56 99.56 18.250 99.56 99.56 99.56 99.56 18.500 99.56 99.56 99.56 99.56 18.750 99.56 99.56 99.56 99.56 19.000 99.56 99.56 99.56 99.56 19.250 99.56 99.56 99.56 99.56 19.500 99.56 99.56 99.56 99.56 19.750 99.56 99.56 99.56 99.56 20.000 99.56 99.56 99.56 99.56 20.250 99.56 99.56 99.56 99.56 20.500 99.56 99.56 99.56 99.56 20.750 99.56 99.56 99.56 99.56 21.000 99.56 99.56 99.56 99.56 21.250 99.56 99.56 99.56 99.56 21.500 99.56 99.56 99.56 99.56 21.750 99.56 99.56 99.56 99.56 22.000 99.56 99.56 99.56 99.56 22.250 99.56 99.56 99.56 99.56 22.500 99.56 99.56 99.56 99.56 22.750 99.56 99.56 99.56 99.56 23.000 99.56 99.56 99.56 99.56 23.250 99.56 99.56 99.56 99.56 23.500 99.56 99.56 99.56 99.56 23.750 99.56 99.56 99.56 99.56 24.000 99.56 (N/A) (N/A) (N/A) Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 7 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.54 99.56 99.56 99.56 99.57 99.57 99.58 99.58 99.59 99.60 99.61 99.65 99.74 99.87 100.08 100.31 100.91 100.43 100.13 100.05 100.00 99.95 99.88 99.79 99.70 99.60 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 8 of 29 Subsection: Timevs. Elevation Label: PO-1 (IN) Elevation (ft) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 (N/A) Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 9 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Lot 6 Basin.ppc 7/5/2014 Volume Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 1.250 0.000 0.000 0.000 0.000 1.500 0.000 0.000 0.000 0.000 1.750 0.000 0.000 0.000 0.000 2.000 0.000 0.000 0.000 0.000 2.250 0.000 0.000 0.000 0.000 2.500 0.000 0.000 0.000 0.000 2.750 0.000 0.000 0.000 0.000 3.000 0.000 0.000 0.001 0.001 3.250 0.001 0.001 0.001 0.001 3.500 0.001 0.001 0.001 0.002 3.750 0.002 0.002 0.002 0.002 4.000 0.003 0.005 0.006 0.006 4.250 0.005 0.005 0.004 0.004 4.500 0.003 0.002 0.002 0.002 4.750 0.002 0.002 0.002 0.002 5.000 0.002 0.002 0.001 0.001 5.250 0.001 0.001 0.001 0.001 5.500 0.001 0.001 0.001 0.001 5.750 0.001 0.001 0.001 0.001 6.000 0.001 0.001 0.001 0.001 6.250 0.000 0.000 0.000 0.000 6.500 0.000 0.000 0.000 0.000 6.750 0.000 0.000 0.000 0.000 7.000 0.000 0.000 0.000 0.000 7.250 0.000 0.000 0.000 0.000 7.500 0.000 0.000 0.000 0.000 7.750 0.000 0.000 0.000 0.000 8.000 0.000 0.000 0.000 0.000 8.250 0.000 0.000 0.000 0.000 8.500 0.000 0.000 0.000 0.000 8.750 0.000 0.000 0.000 0.000 9.000 0.000 0.000 0.000 0.000 9.250 0.000 0.000 0.000 0.000 9.500 0.000 0.000 0.000 0.000 9.750 0.000 0.000 0.000 0.000 10.000 0.000 0.000 0.000 0.000 10.250 0.000 0.000 0.000 0.000 10.500 0.000 0.000 0.000 0.000 10.750 0.000 0.000 0.000 0.000 11.000 0.000 0.000 0.000 0.000 11.250 0.000 0.000 0.000 0.000 11.500 0.000 0.000 0.000 0.000 11.750 0.000 0.000 0.000 0.000 12.000 0.000 0.000 0.000 0.000 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 10 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Volume Volume Volume Volume (hours) (ac-ft) (ac-ft) (ac-ft) (ac-fl) 12.250 0.000 0.000 0.000 0.000 12.500 0.000 0.000 0.000 0.000 12.750 0.000 0.000 0.000 0.000 13.000 0.000 0.000 0.000 0.000 13.250 0.000 0.000 0.000 0.000 13.500 0.000 0.000 0.000 0.000 13.750 0.000 0.000 0.000 0.000 14.000 0.000 0.000 0.000 0.000 14.250 0.000 0.000 0.000 0.000 14.500 0.000 0.000 0.000 0.000 14.750 0.000 0.000 0.000 0.000 15.000 0.000 0.000 0.000 0.000 15.250 0.000 0.000 0.000 0.000 15.500 0.000 0.000 0.000 0.000 15.750 0.000 0.000 0.000 0.000 16.000 0.000 0.000 0.000 0.000 16.250 0.000 0.000 0.000 0.000 16.500 0.000 0.000 0.000 0.000 16.750 0.000 0.000 0.000 0.000 17.000 0.000 0.000 0.000 0.000 17.250 0.000 0.000 0.000 0.000 17.500 0.000 0.000 0.000 0.000 17.750 0.000 0.000 0.000 0.000 18.000 0.000 0.000 0.000 0.000 18.250 0.000 0.000 0.000 0.000 18.500 0.000 0.000 0.000 0.000 18.750 0.000 0.000 0.000 0.000 19.000 0.000 0.000 0.000 0.000 19.250 0.000 0.000 0.000 0.000 19.500 0.000 0.000 0.000 0.000 19.750 0.000 0.000 0.000 0.000 20.000 0.000 0.000 0.000 0.000 20.250 0.000 0.000 0.000 0.000 20.500 0.000 0.000 0.000 0.000 20.750 0.000 0.000 0.000 0.000 21.000 0.000 0.000 0.000 0.000 21.250 0.000 0.000 0.000 0.000 21.500 0.000 0.000 0.000 0.000 21.750 0.000 0.000 0.000 0.000 22.000 0.000 0.000 0.000 0.000 22.250 0.000 0.000 0.000 0.000 22.500 0.000 0.000 0.000 0.000 22.750 0.000 0.000 0.000 0.000 23.000 0.000 0.000 0.000 0.000 23.250 0.000 0.000 0.000 0.000 23.500 0.000 0.000 0.000 0.000 23.750 0.000 0.000 0.000 0.000 24.000 0.000 (N/A) (N/A) (N/A) Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 11 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.002 0.003 0.006 0.003 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 12 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 13 of 29 Subsection: Elevation-Area Volume Curve Label: PO-1 Elevation Planimeter Area Al-i-A2-i-sqr(Al*A2) (ft) (ft^) (acres) (acres) 99.50 0.0 0.000 0.000 99.51 0,0 0.002 0.002 100.00 0.0 0.003 0.009 101.00 0.0 0.006 0.014 Volume Volume (Total) (ac-ft) (ac-ft) 0.000 0.000 0.000 0.000 0.001 0.001 0.005 0.006 Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 14 of 29 Subsection: Volume Equations Label: PO-1 Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal + Area2 -H sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley PondPack VBi Lot 6 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 15 of 29 06795 USA +1-203-755-1666 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Requested Pond Water Surface Elevations Minimum (Headwater) 99.50 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 101.00 ft Outlet Connectivity Structure Type Outlet ID Direction Outfall El E2 Structure Type (ft) (ft) Orifice-Circular Orifice -1 Forward TW 100.13 101.25 Tailwater Settings Tailwater (N/A) (N/A) Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 16 of 29 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Structure ID: Orifice -1 Structure Type: Orifice-Circular Number of Openings l Elevation 100.00 ft Orifice Diameter 2.8 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance (Minimum) 0.01 ft Tailwater Tolerance (Maximum) 0.50 ft Headwater Tolerance (Minimum) 0.01 ft Headwater Tolerance (Maximum) 0.50 ft Flow Tolerance (Minimum) 0.001 ft3/s Flow Tolerance (Maximum) 10.000 ftVs , , - „ . Bentley PondPack VBi Lot 6 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08 11 01 51] ^'^'2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 17 of 29 06795 USA +1-203-755-1666 Subsection: Individual Outlet Curves Label: Composite Outlet Structure -1 RATING TABLE FOR ONE OUTLET TYPE Structure ID = Orifice -1 (Orifice-Circular) Upstream ID = (Pond Water Surface) Downstream ID - Tailwater (Pond Outfall) Water Surface Elevation Flow Tailwater Elevation (ft) ms) (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.01 (N/A) 100.20 0.05 (N/A) 100.30 0.09 (N/A) 100.40 0.11 (N/A) 100.50 0.13 (N/A) 100.60 0.14 (N/A) 100.70 0.15 (N/A) 100.80 0.17 (N/A) 100.90 0.18 (N/A) 101.00 0.19 (N/A) Convergence Error Computation Messages (ft) 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 Upstream HW & DNstream TW < Inv.EI 0.00 CRIT.DEPTH CONTROL Vh= .029ft Dcr= .072ft 0.00 CRFT.DEPTH Hev= .00ft 0.00 CRFT.DEPTH CONTROL Vh= .060ft Dcr= .141ft 0.00 CRFT.DEPTH Hev= .00ft 0.00 H =.19 0.00 H =.29 0.00 H =.39 0.00 H =.49 0.00 H =.59 0.00 H =.69 0.00 H =.79 0.00 H =.89 Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 18 of 29 Subsection: Composite Rating Curve Label: Composite Outlet Structure -1 Composite Outflow Summary Water Surface Elevation Flow (ft) (ftVs) Tailwater Elevation (ft) 99.50 0.00 99.60 0.00 99.70 0.00 99.80 0.00 99.90 0.00 100.00 0.00 100.10 0.01 100.20 0.05 100.30 0.09 100.40 0.11 100.50 0.13 100.60 0.14 100.70 0.15 100.80 0.17 100.90 0.18 101.00 0.19 Convergence Error Contributing Structures (ft) 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 (N/A) (N/A) (N/A) (N/A) (N/A) (N/A) (N/A) (N/A) (N/A) (N/A) (N/A) (N/A) (N/A) (N/A) (N/A) (N/A) Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 19 of 29 Subsection: Diverted Hydrograph Label: Outlet-1 Peak Discharge 0.19 ftVs Time to Peak 4.150 hours Hydrograph Volume 0.009 ac-ft HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow ms) Flow ms) Flow ms) Flow ms) 3.600 0.00 0.01 0.01 0.02 3.850 0.05 0.07 0.09 0.12 4.100 0.19 0.19 0.18 0.17 4.350 0.14 0.13 0.11 0.10 4.600 0.05 0.04 0.03 0.02 4.850 0.01 0.01 0.01 0.01 5.100 0.00 0.00 0.00 (N/A) Flow ms) Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 20 of 29 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Initial Conditions Constant 0.03 ftVs Elevation (Water Surface, Initial) 99.50 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ft3/S Flow (Initial Infiltration) 0.00 ft3/S Flow (Initial, Total) 0.00 ftVs Time Increment 0.050 hours Elevation (ft) Outflow ms) storage (ac-ft) Area (acres) Infiltration 99.50 0.00 0.000 0.000 0.00 99.60 0.00 0.000 0.003 0.03 99.70 0.00 0.001 0.003 0.03 99.80 0.00 0.001 0.003 0.03 99.90 0.00 0.001 0.003 0.03 100.00 0.00 0.001 0.003 0.03 100.10 0.01 0.002 0.004 0.03 100.20 0.05 0.002 0.004 0.03 100.30 0.09 0.003 0.004 0.03 100.40 0.11 0.003 0.004 0.03 100.50 0.13 0.003 0.005 0.03 100.60 0.14 0.004 0.005 0.03 100.70 0.15 0.004 0.005 0.03 100.80 0.17 0.005 0.005 0.03 100.90 0.18 0.006 0.006 0.03 101.00 0.19 0.006 0.006 0.03 Flow (Total) 2S/t + 0 ms) (ftVs) 0.00 0.00 0.03 0.14 0.03 0.27 0.03 0.41 0.03 0.56 0.03 0.72 0.04 0.91 0.08 1.13 0.12 1.36 0.14 1.59 0.16 1.83 0.17 2.07 0.18 2.33 0.20 2.60 0.21 2.89 0.22 3.18 Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 21 of 29 Subsection: Level Pool Pond Routing Summary Label: PO-1 (IN) Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.03 ftys Initial Conditions Elevation (Water Surface, Initial) Volume (Initial) Flow (Initial Outlet) Flow (Initial Infiltration) Flow (Initial, Total) Time Increment 99.50 ft 0.000 ac-ft 0.00 ftVs 0.00 ftVs 0.00 ftVs 0.050 hours Inflow/Outflow Hydrograph Summary Flow (Peak In) 0.64 ft3/S Time to Peak (Flow, In) 4.050 hours Infiltration (Peak) 0.03 ft3/S Time to Peak (Infiltration) 2.600 hours Flow (Peak Outlet) 0.19 ftVs Time to Peak (Flow, Outlet) 4.150 hours Elevation (Water Surface, Peak) Volume (Peak) Mass Balance (ac-ft) 100.99 ft 0.006 ac-ft Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 0.048 ac-ft Volume (Total Infiltration) 0.039 ac-ft Volume (Total Outlet Outflow) 0.009 ac-ft Volume (Retained) 0.000 ac-ft Volume (Unrouted) 0.000 ac-ft Error (Mass Balance) 0.0 % Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 22 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Peak Discharge Time to Peak Hydrograph Volume 0.03 ftVs 4.400 hours 0.039 ac-fl Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow ms) Flow Flow Flow 0.050 0.00 0.00 0.01 0.01 0.300 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 0.800 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.300 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 1.800 0.02 0.02 0.02 0.02 2.050 0.03 0.03 0.03 0.03 2.300 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.03 2.800 0.03 0.03 0.03 0.03 3.050 0.03 0.03 0.03 0.03 3.300 0.03 0.03 0.03 0.03 3.550 0.03 0.03 0.03 0.03 3.800 0.03 0.03 0.03 0.03 4.050 0.03 0.03 0.03 0.03 4.300 0.03 0.03 0.03 0.03 4.550 0.03 0.03 0.03 0.03 4.800 0.03 0.03 0.03 0.03 5.050 0.03 0.03 0.03 0.03 5.300 0.03 0.03 0.03 0.03 5.550 0.03 0.03 0.03 0.03 5.800 0.03 0.03 0.03 0.03 6.050 0.03 0.03 0.03 0.03 6.300 0.03 0.03 0.03 0.03 6.550 0.02 0.02 0.02 0.02 6.800 0.02 0.02 0.02 0.02 7.050 0.02 0.02 0.02 0.02 7.300 0.02 0.02 0.02 0.02 7.550 0.02 0.02 0.02 0.02 7.800 0.02 0.02 0.02 0.02 8.050 0.02 0.02 0.02 0.02 8.300 0.02 0.02 0.02 0.02 8.550 0.02 0.02 0.02 0.02 8.800 0.02 0.02 0.02 0.02 9.050 0.02 0.02 0.02 0.02 9.300 0.02 0.02 0.02 0.02 9.550 0.02 0.02 0.02 0.02 9.800 0.02 0.02 0.02 0.02 10.050 0.02 0.02 0.02 0.02 10.300 0.02 0.02 0.02 0.02 10.550 0.02 0.02 0.02 0.02 10.800 0.02 0.02 0.02 0.02 11.050 0.02 0.02 0.02 1 0.02 Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 23 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow ms) Flow ms) Flow ms) 11.300 0.02 0.02 0.02 0.02 11.550 0.02 0.02 0.02 0.02 11.800 0.02 0.02 0.02 0.02 12.050 0.02 0.02 0.02 0.02 12.300 0.02 0.02 0.02 0.02 12.550 0.02 0.02 0.02 0.02 12.800 0.02 0.02 0.02 0.02 13.050 0.02 0.02 0.02 0.02 13.300 0.02 0.02 0.02 0.02 13.550 0.02 0.02 0.02 0.02 13.800 0.02 0.02 0.02 0.02 14.050 0.02 0.02 0.02 0.02 14.300 0.02 0.02 0.02 0.02 14.550 0.02 0.02 0.02 0.02 14.800 0.02 0.02 0.02 0.02 15.050 0.02 0.02 0.02 0.02 15.300 0.02 0.02 0.02 0.02 15.550 0.02 0.02 0.02 0.02 15.800 0.02 0.02 0.02 0.02 16.050 0.02 0.02 0.02 0.02 16.300 0.02 0.02 0.02 0.02 16.550 0.02 0.02 0.02 0.02 16.800 0.02 0.02 0.02 0.02 17.050 0.02 0.02 0.02 0.02 17.300 0.02 0.02 0.02 0.02 17.550 0.02 0.02 0.02 0.02 17.800 0.02 0.02 0.02 0.02 18.050 0.02 0.02 0.02 0.02 18.300 0.02 0.02 0.02 0.02 18.550 0.02 0.02 0.02 0.02 18.800 0.02 0.02 0.02 0.02 19.050 0.02 0.02 0.02 0.02 19.300 0.02 0.02 0.02 0.02 19.550 0.02 0.02 0.02 0.02 19.800 0.02 0.02 0.02 0.02 20.050 0.02 0.02 0.02 0.02 20.300 0.02 0.02 0.02 0.02 20.550 0.02 0.02 0.02 0.02 20.800 0.02 0.02 0.02 0.02 21.050 0.02 0.02 0.02 0.02 21.300 0.02 0.02 0.02 0.02 21.550 0.02 0.02 0.02 0.02 21.800 0.02 0.02 0.02 0.02 22.050 0.02 0.02 0.02 0.02 22.300 0.02 0.02 0.02 0.02 22.550 0.02 0.02 0.02 0.02 22.800 0.02 0.02 0.02 0.02 23.050 0.02 0.02 0.02 0.02 23.300 0.02 0.02 0.02 0.02 23.550 0.02 0.02 0.02 0.02 Flow ms) Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 24 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) 23.800 Flow (ftVs) Lot 6 Basin.ppc 7/5/2014 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Flow ms) Flow (ftVs) Flow (ftVs) Flow ms) 0.02 0.02 0.02 0.02 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 25 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow ms) 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 26 of 29 Subsection: Pond Routed Hydrograph (total out) Label: PO-1 (OUT) Peak Discharge 0.19 ftVs Time to Peak 4.150 hours Hydrograph Volume 0.009 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow (ftVs) Flow Flow Flow 3.600 0.00 0.01 0.01 0.02 3.850 0.05 0.07 0.09 0.12 4.100 0.19 0.19 0.18 0.17 4.350 0.14 0.13 0.11 0.10 4.600 0.05 0.04 0.03 0.02 4.850 0.01 0.01 0.01 0.01 5.100 0.00 0.00 0.00 (N/A) (ftVs) Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 27 of 29 Subsection: Pond Inflow Summary Label: PO-1 (IN) Summary for Hydrograph Addition at 'PO-1' Upstream Link <Catchment to Outflow Node> CM-1 Node Inflows Inflow Type Flow (From) Flow (In) Element Volume (ac-ft) CM-1 PO-1 0.023 0.048 Upstream Node Time to Peak (hours) 4.050 4.050 Flow (Peak) ms) 0.64 0.64 Lot 6 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 28 of 29 IncJex c CM-1 (Read Hydrograph)...4 Composite Outlet Structure -1 (Composite Rating Curve)... 19 Composite Outlet Structure -1 (Individual Outlet Cun/es)...18 Composite Outlet Structure -1 (Outlet Input Data)...16,17 M Master Network Summary...3 0 0-1 (Addition Summary)...5 Outlet-1 (Diverted Hydrograph)...20 P PO-1 (Elevation-Area Volume Curve)...14 PO-1 (Elevation-Volume-Flow Table (Pond))...21 PO-1 (IN) (Level Pool Pond Routing Summary)...22 PO-1 (IN) (Pond Inflow Summary)...28 PO-1 (IN) (Timevs. Elevatlon)...6, 7, 8, 9 PO-1 (INF) (Pond Infiltration Hydrograph)...23, 24, 25, 26 PO-1 (OUT) (Pond Routed Hydrograph (total out))...27 PO-1 (Timevs. Volume)...10,11,12, 13 PO-1 (Volume Equations)...15 U User Notifications...2 I „, o r,,,i „ Bentley PondPack VBi ° Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08 11 01 51] 'i°'201A 27 Siemon Company Drive Suite 200 W Watertown, CT Page 29 of 29 06795 USA +1-203-755-1666 Appendix F-7 Lot 7 Routing Project Summary Title Engineer Company Date 7/9/2013 Notes I r,t 7 n=..,;„ „r.r. r, Behtley PondPack VBi ; °^sin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08 110151] 'i°'20T^ 27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 29 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure -1 Outlet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Network Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Curve Volume Equations Outlet Input Data Individual Outlet Cun/es Composite Rating Cun/e Diverted Hydrograph Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 22 23 27 Pond Inflow Summary 28 Subsection: User Notifications No user User Notifications? notifications generated. I r.t -I D,.i„ Bentley PondPack VBi ; °^sin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08 110151] I'^i^'^^A 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 29 06795 USA +1-203-755-1666 Subsection: Master Network Summary Catchments Summary Label Scenario Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (hours) CM-1 Base 0.024 4.050 Peak Flow ms) 0.67 Node Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) (years) 0-1 Base 0 0.010 4.100 Peak Flow (ftVs) 0.22 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) ms) (years) (ac-ft) PO-1 (IN) Base 0 0.049 4.050 0.67 PO-1 (OUT) Base 0 0.010 4.100 0.22 Maximum Water Maximum Pond Surface Elevation Storage (ft) (ac-fl) (N/A) (N/A) 100.97 0.006 Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 3 of 29 Subsection: Read Hydrograph Label: CM-1 Peak Discharge Time to Peak Hydrograph Volume 0.67 ftVs 4.050 hours 0.024 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft3/s) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Flow Flow Flow Flow (ftvs) ms) ms) ms) 0.050 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.03 2.050 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.04 0.04 3.050 0.04 0.04 0.05 0.05 3.550 0.07 0.08 0.09 0.13 4.050 0.67 0.11 0.07 0.06 4.550 0.04 0.04 0.03 0.03 5.050 0.03 0.03 0.02 0.02 5.550 0.02 0.02 0.02 0.02 Flow ms) Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 4 of 29 Subsection: Addition Summary Label: 0-1 Summary for Hydrograph Addition at '0-1' Upstream Link Outlet-1 Inflow Type Flow (From) Flow (In) PO-1 Node Inflows Element Volume (ac-ft) Outlet-1 0-1 0.010 0.010 Upstream Node Time to Peak (hours) 4.100 4.100 Flow (Peak) ms) 0.22 0.22 Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [OB.11.01.51] Page 5 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 0.000 99.50 99.50 99.51 99.53 0.250 99.55 99.55 99.56 99.56 0.500 99.56 99.56 99.56 99.56 0.750 99.56 99.56 99.56 99.57 1.000 99.57 99.57 99.57 99.57 1.250 99.57 99.57 99.57 99.57 1.500 99.58 99.58 99.58 99.58 1.750 99.58 99.58 99.58 99.58 2.000 99.59 99.59 99.59 99.59 2.250 99.59 99.59 99.60 99.60 2.500 99.60 99.60 99.61 99.61 2.750 99.63 99.64 99.65 99.66 3.000 99.68 99.70 99.72 99.74 3.250 99.79 99.81 99.84 99.87 3.500 99.95 99.99 100.03 100.08 3.750 100.15 100.18 100.22 100.26 4.000 100.46 100.76 100.97 100.97 4.250 100.75 100.64 100.52 100.42 4.500 100.25 100.19 100.15 100.13 4.750 100.09 100.08 100.07 100.06 5.000 100.03 100.02 100.02 100.01 5.250 99.99 99.98 99.97 99.96 5.500 99.94 99.93 99.92 99.90 5.750 99.87 99.86 99.84 99.83 6.000 99.79 99.77 99.76 99.74 6.250 99.70 99.68 99.66 99.64 6.500 99.60 99.58 99.57 99.57 6.750 99.56 99.56 99.56 99.56 7.000 99.56 99.56 99.56 99.56 7.250 99.56 99.56 99.56 99.56 7.500 99.56 99.56 99.56 99.56 7.750 99.56 99.56 99.56 99.56 8.000 99.56 99.56 99.56 99.56 8.250 99.56 99.56 99.56 99.56 8.500 99.56 99.56 99.56 99.56 8.750 99.56 99.56 99.56 99.56 9.000 99.56 99.56 99.56 99.56 9.250 99.56 99.56 99.56 99.56 9.500 99.56 99.56 99.56 99.56 9.750 99.56 99.56 99.56 99.56 10.000 99.56 99.56 99.56 99.56 10.250 99.56 99.56 99.56 99.56 10.500 99.56 99.56 99.56 99.56 10.750 99.56 99.56 99.56 99.56 11.000 99.56 99.56 99.56 99.56 11.250 99.56 99.56 99.56 99.56 11.500 99.56 99.56 99.56 99.56 11.750 99.56 99.56 99.56 99.56 12.000 99.56 99.56 99.56 99.56 Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 6 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation ) (ft) (ft) (ft) (ft) 12.250 99.56 99.56 99.56 99.56 12.500 99.56 99.56 99.56 99.56 12.750 99.56 99.56 99.56 99.56 13.000 99.56 99.56 99.56 99.56 13.250 99.56 99.56 99.56 99.56 13.500 99.56 99.56 99.56 99.56 13.750 99.56 99.56 99.56 99.56 14.000 99.56 99.56 99.56 99.56 14.250 99.56 99.56 99.56 99.56 14.500 99.56 99.56 99.56 99.56 14.750 99.56 99.56 99.56 99.56 15.000 99.56 99.56 99.56 99.56 15.250 99.56 99.56 99.56 99.56 15.500 99.56 99.56 99.56 99.56 15.750 99.56 99.56 99.56 99.56 16.000 99.56 99.56 99.56 99.56 16.250 99.56 99.56 99.56 99.56 16.500 99.56 99.56 99.56 99.56 16.750 99.56 99.56 99.56 99.56 17.000 99.56 99.56 99.56 99.56 17.250 99.56 99.56 99.56 99.56 17.500 99.56 99.56 99.56 99.56 17.750 99.56 99.56 99.56 99.56 18.000 99.56 99.56 99.56 99.56 18.250 99.56 99.56 99.56 99.56 18.500 99.56 99.56 99.56 99.56 18.750 99.56 99.56 99.56 99.56 19.000 99.56 99.56 99.56 99.56 19.250 99.56 99.56 99.56 99.56 19.500 99.56 99.56 99.56 99.56 19.750 99.56 99.56 99.56 99.56 20.000 99.56 99.56 99.56 99.56 20.250 99.56 99.56 99.56 99.56 20.500 99.56 99.56 99.56 99.56 20.750 99.56 99.56 99.56 99.56 21.000 99.56 99.56 99.56 99.56 21.250 99.56 99.56 99.56 99.56 21.500 99.56 99.56 99.56 99.56 21.750 99.56 99.56 99.56 99.56 22.000 99.56 99.56 99.56 99.56 22.250 99.56 99.56 99.56 99.56 22.500 99.56 99.56 99.56 99.56 22.750 99.56 99.56 99.56 99.56 23.000 99.56 99.56 99.56 99.56 23.250 99.56 99.56 99.56 99.56 23.500 99.56 99.56 99.56 99.56 23.750 99.56 99.56 99.56 99.56 24.000 99.56 (N/A) 1 (N/A) (N/A) Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 7 of 29 Subsection: Timevs. Elevation Label: PO-1 (IN) Elevation (ft) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. 99.54 99.56 99.56 99.57 99.57 99.57 99.58 99.58 99.59 99.60 99.62 99.67 99.76 99.91 100.11 100.31 100.86 100.32 100.11 100.04 100.00 99.95 99.89 99.81 99.72 99.62 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 8 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99,56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 (N/A) Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 9 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Volume Volume Volume Volume (hours) (ac-ft) (ac-ft) (ac-fl) (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 1.250 0.000 0.000 0.000 0.000 1.500 0.000 0.000 0.000 0.000 1.750 0.000 0.000 0.000 0.000 2.000 0.000 0.000 0.000 0.000 2.250 0.000 0.000 0.000 0.000 2.500 0.000 0.000 0.000 0.000 2.750 0.000 0.000 0.000 0.000 3.000 0.000 0.001 0.001 0.001 3.250 0.001 0.001 0.001 0.001 3.500 0.001 0.001 0.002 0.002 3.750 0.002 0.002 0.002 0.002 4.000 0.003 0.005 0.006 0.006 4.250 0.005 0.004 0.004 0.003 4.500 0.002 0.002 0.002 0.002 4.750 0.002 0.002 0.002 0.002 5.000 0.002 0.002 0.001 0.001 5.250 0.001 0.001 0.001 0.001 5.500 0.001 0.001 0.001 0.001 5.750 0.001 0.001 0.001 0.001 6.000 0.001 0.001 0.001 0.001 6.250 0.001 0.000 0.000 0.000 6.500 0.000 0.000 0.000 0.000 6.750 0.000 0.000 0.000 0.000 7.000 0.000 0.000 0.000 0.000 7.250 0.000 0.000 0.000 0.000 7.500 0.000 0.000 0.000 0.000 7.750 0.000 0.000 0.000 0.000 8.000 0.000 0.000 0.000 0.000 8.250 0.000 0.000 0.000 0.000 8.500 0.000 0.000 0.000 0.000 8.750 0.000 0.000 0.000 0.000 9.000 0.000 0.000 0.000 0.000 9.250 0.000 0.000 0.000 0.000 9.500 0.000 0.000 0.000 0.000 9.750 0.000 0.000 0.000 0.000 10.000 0.000 0.000 0.000 0.000 10.250 0.000 0.000 0.000 0.000 10.500 0.000 0.000 0.000 0.000 10.750 0.000 0.000 0.000 0.000 11.000 0.000 0.000 0.000 0.000 11.250 0.000 0.000 0.000 0.000 11.500 0.000 0.000 0.000 0.000 11.750 0.000 0.000 0.000 0.000 12.000 0.000 0.000 0.000 0.000 Lot 7 B3sin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 10 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) 12.250 0.000 0.000 0.000 0.000 12.500 0.000 0.000 0.000 0.000 12.750 0.000 0.000 0.000 0.000 13.000 0.000 0.000 0.000 0.000 13.250 0.000 0.000 0.000 0.000 13.500 0.000 0.000 0.000 0.000 13.750 0.000 0.000 0.000 0.000 14.000 0.000 0.000 0.000 0.000 14.250 0.000 0.000 0.000 0.000 14.500 0.000 0.000 0.000 0.000 14.750 0.000 0.000 0.000 0.000 15.000 0.000 0.000 0.000 0.000 15.250 0.000 0.000 0.000 0.000 15.500 0.000 0.000 0.000 0.000 15.750 0.000 0.000 0.000 0.000 16.000 0.000 0.000 0.000 0.000 16.250 0.000 0.000 0.000 0,000 16.500 0.000 0.000 0.000 0,000 16.750 0.000 0.000 0.000 0,000 17,000 0.000 0.000 0.000 0,000 17.250 0.000 0.000 0.000 0,000 17.500 0.000 0.000 0.000 0,000 17.750 0.000 0.000 0.000 0,000 18.000 0.000 0.000 0.000 0,000 18.250 0.000 0.000 0.000 0,000 18.500 0.000 0.000 0.000 0,000 18.750 0.000 0.000 0.000 0,000 19.000 0.000 0.000 0.000 0,000 19.250 0.000 0.000 0.000 0,000 19.500 0.000 0.000 0.000 0,000 19.750 0.000 0.000 0.000 0,000 20.000 0.000 0.000 0.000 0,000 20.250 0.000 0.000 0.000 0,000 20.500 0.000 0.000 0.000 0,000 20.750 0.000 0.000 0.000 0,000 21.000 0.000 0.000 0.000 0,000 21.250 0.000 0.000 0.000 0,000 21.500 0.000 0.000 0.000 0,000 21.750 0.000 0.000 0.000 0,000 22.000 0.000 0.000 0.000 0,000 22.250 0.000 0.000 0.000 0.000 22.500 0.000 0.000 0.000 0.000 22.750 0.000 0.000 0.000 0.000 23.000 0.000 0.000 0.000 0.000 23.250 0.000 0.000 0.000 0.000 23.500 0.000 0.000 0.000 0.000 23.750 0.000 0.000 0.000 0.000 24.000 0.000 (N/A) (N/A) (N/A) Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 11 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.002 0.003 0.005 0.003 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 12 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 13 of 29 Subsection: Elevation-Area Volume Curve Label: PO-1 Elevation (ft) Planimeter (ft^) Area (acres) Al+A2+sqr(Al*A2) (acres) 99.50 0.0 0.000 0.000 99.51 0.0 0.002 0.002 100.00 0.0 0.003 0.009 101.00 0.0 0.006 0.014 Volume (ac-ft) Volume (Total) (ac-ft) 0.000 0.000 0.000 0.000 0.001 0.001 0.005 0.006 Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 14 of 29 Subsection: Volume Equations Label: PO-1 Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal -i- Area2 sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley PondPack VBi Lot 7 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 15 of 29 06795 USA +1-203-755-1666 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Requested Pond Water Surface Elevations Minimum (Headwater) 99.50 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 101.00 ft Outlet Connectivity structure Type Outlet ID Direction Outfall El E2 (ft) (ft) Orifice-Circular Orifice -1 Forward TW 100.13 101.25 Tailwater Settings Tailwater (N/A) (N/A) Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 16 of 29 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Structure ID: Orifice -1 Structure Type: Orifice-Circular Number of Openings 1 Elevation 100.00 ft Orifice Diameter 3.0 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance (Minimum) Tailwater Tolerance (Maximum) Headwater Tolerance (Minimum) Headwater Tolerance (Maximum) Flow Tolerance (Minimum) 0.001 ft^/s 0.01 ft 0.50 ft 0.01 ft 0.50 ft Flow Tolerance (Maximum) 10.000 ft^/s Bentley PondPack VBi Lot 7 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [OB.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 17 of 29 06795 USA +1-203-755-1666 Subsection: Individual Outlet Curves Label: Composite Outlet Structure -1 RATING TABLE FOR ONE OUTLET TYPE Structure ID = Orifice -1 (Orifice-Circular) Upstream ID = Downstream ID = (Pond Water Surface) Tailwater (Pond Outfall) Water Surface Elevation (ft) Flow Tailwater Elevation 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.02 (N/A) 100.20 0.06 (N/A) 100.30 0.10 (N/A) 100.40 0.13 (N/A) 100.50 0.15 (N/A) 100.60 0.17 (N/A) 100.70 0.18 (N/A) 100.80 0.20 (N/A) 100.90 0.21 (N/A) 101.00 0.22 (N/A) (ft) Compulation Messages 0.00 HW & TW below Invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 Upstream HW & DNstream TW < Inv.EI 0.00 CRFT.DEPTH CONTROL Vh= .026ft Dcr= .074fl 0.00 CRFT.DEPTH Hev= .00ft 0.00 CRFT.DEPTH CONTROL Vh= .058ft Dcr= .143ft 0.00 CRIT.DEPTH Hev= .00ft 0.00 H =.18 0.00 H =.28 0.00 H =.38 0.00 H =.48 0.00 H =.58 0.00 H =.68 0.00 H =.78 0.00 H =.88 Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [OB.11.01.51] Page 18 of 29 Subsection: Composite Rating Curve Label: Composite Outlet Structure -1 Composite Outflow Summary Water Surface Elevation Flow (ft) (ftVs) Tailwater Elevation (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.02 (N/A) 100.20 0.06 (N/A) 100.30 0.10 (N/A) 100.40 0.13 (N/A) 100.50 0.15 (N/A) 100.60 0.17 (N/A) 100.70 0.18 (N/A) 100.80 0.20 (N/A) 100.90 0.21 (N/A) 101.00 0.22 (N/A) Convergence Error (ft) Contributing Structures 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 19 of 29 Subsection: Diverted Hydrograph Label: Outlet-1 Peak Discharge 0.22 ftVs Time lo Peak 4.100 hours Hydrograph Volume 0.010 ac-fl HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (flVs) (ftVs) ms) (ftVs) 3.550 0.00 0.01 0.01 0.02 3.800 0.05 0.06 0.08 0.10 4.050 0.19 0.22 0.22 0.21 4.300 0.17 0.15 0.13 0.11 4.550 0.05 0.04 0.03 0.02 4.800 0.01 0.01 0.01 0.01 5.050 0.00 0.00 0.00 0.00 Flow (ftVs) Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 20 of 29 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Initial Conditions Constant 0.03 ftys Elevation (Water Surface, 99.50 ft Initial) 99.50 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ftVs Flow (Initial Infiltration) 0.00 ft3/s Flow (Initial, Total) 0.00 ftVs Time Increment 0.050 hours Elevation (ft) Outflow ms) storage (ac-ft) Area (acres) Infiltration (ftVs) 99.50 0.00 0.000 0.000 0.00 99.60 0.00 0.000 0.003 0.03 99.70 0.00 0.001 0.003 0.03 99,80 0.00 0.001 0.003 0.03 99,90 0.00 0.001 0.003 0.03 100,00 0.00 0.001 0.003 0.03 100,10 0.02 0.002 0.004 0.03 100,20 0.06 0.002 0.004 0.03 100,30 0.10 0.003 0.004 0.03 100,40 0.13 0.003 0.004 0.03 100,50 0.15 0.003 0.005 0.03 100,60 0.17 0.004 0.005 0.03 100,70 0.18 0.004 0.005 0.03 100,80 0.20 0.005 0.005 0.03 100,90 0.21 0.006 0.006 0.03 101,00 0.22 0.006 0.006 0.03 Flow (Total) 2S/t + 0 (ftVs) (ftVs) 0,00 0.00 0,03 0.14 0.03 0,27 0,03 0.41 0,03 0.56 0,03 0.72 0,05 0.91 0,09 1.14 0,13 1.38 0.16 1.61 0.18 1.85 0.20 2.10 0.21 2.36 0.23 2.63 0.24 2.92 0.25 3.22 Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 21 of 29 Subsection: Level Pool Pond Routing Summary Label: PO-1 (IN) Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.03 flVs Initial Conditions Elevation (Water Surface, Initial) Volume (Initial) Flow (Initial Outlet) Flow (Initial Infiltration) Flow (Initial, Total) Time Increment 99.50 ft 0.000 ac-ft 0.00 ft3/s 0.00 flVs 0.00 ft3/s 0.050 hours Inflow/Outflow Hydrograph Summary Flow (Peak In) Infiltration (Peak) Flow (Peak Outlet) 0.67 ft3/s 0.03 nys 0.22 ftVs Time to Peak (Flow, In) Time lo Peak (Infillralion) Time lo Peak (Flow, Outlet) 4.050 hours 2.500 hours 4.100 hours Elevation (Water Surface, Peak) 100.97 ft Volume (Peak) 0.006 ac-ft • IVIass Balance (ac-ft) Volume (Initial) 0.000 ac-ft Volume (Tolal Inflow) 0.049 ac-ft Volume (Tolal Infiltration) 0.039 ac-ft Volume (Total Outlet 0.010 ac-ft Outflow) 0.010 ac-ft Volume (Retained) 0.000 ac-ft Volume (Unrouted) 0.000 ac-fl Error (Mass Balance) 0.0 % Lot 7 Basin.ppc 7/5/2014 • Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 22 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Peak Discharge Time to Peak Hydrograph Volume 0.03 ftys 4.400 hours 0.039 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow (ftVs) (ftVs) (ftVs) ms) 0.050 0.00 0.00 0.01 0.01 0.300 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 0.800 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.300 0.02 0.02 0.02 0.02 1.550 0,02 0.02 0.02 0.02 1.800 0,02 0.02 0.02 0.03 2.050 0,03 0.03 0.03 0.03 2.300 0,03 0.03 0.03 0.03 2.550 0,03 0.03 0.03 0.03 2.800 0,03 0.03 0.03 0.03 3.050 0,03 0.03 0.03 0.03 3.300 0,03 0.03 0,03 0.03 3.550 0,03 0.03 0,03 0.03 3.800 0,03 0.03 0,03 0.03 4.050 0,03 0.03 0,03 0.03 4.300 0,03 0.03 0.03 0.03 4.550 0,03 0.03 0.03 0.03 4.800 0,03 0.03 0.03 0.03 5.050 0,03 0.03 0.03 0.03 5.300 0,03 0.03 0.03 0.03 5.550 0,03 0.03 0.03 0.03 5.800 0,03 0.03 0.03 0.03 6.050 0,03 0.03 0.03 0.03 6.300 0,03 0.03 0.03 0.03 6.550 0,02 0.02 0.02 0.02 6.800 0,02 0.02 0.02 0.02 7.050 0,02 0.02 0.02 0.02 7.300 0,02 0.02 0.02 0.02 7.550 0,02 0.02 0,02 0.02 7.800 0,02 0.02 0,02 0.02 8.050 0,02 0.02 0,02 0.02 8.300 0,02 0.02 0,02 0.02 8.550 0,02 0.02 0.02 0.02 8.800 0,02 0.02 0.02 0.02 9.050 0,02 0.02 0.02 0.02 9.300 0,02 0.02 0.02 0.02 9.550 0,02 0.02 0.02 0.02 9.800 0,02 0.02 0.02 0.02 10.050 0,02 0.02 0.02 0.02 10.300 0,02 0.02 0.02 0.02 10.550 0,02 0.02 0.02 0.02 10.800 0.02 0.02 0.02 0.02 11.050 0.02 0.02 0.02 0.02 Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 23 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Lot 7 Basin.ppc 7/5/2014 Flow ms) Flow (ftVs) Flow ms) 11.300 0.02 0.02 0.02 0.02 11.550 0.02 0.02 0.02 0.02 11.800 0.02 0.02 0.02 0.02 12.050 0.02 0.02 0.02 0.02 12.300 0.02 0.02 0.02 0.02 12.550 0.02 0.02 0.02 0.02 12.800 0.02 0.02 0.02 0.02 13.050 0.02 0.02 0.02 0.02 13.300 0.02 0.02 0.02 0.02 13.550 0.02 0.02 0.02 0.02 13.800 0.02 0.02 0.02 0.02 14.050 0.02 0.02 0.02 0.02 14.300 0.02 0.02 0.02 0.02 14.550 0.02 0.02 0.02 0.02 14.800 0.02 0.02 0.02 0.02 15.050 0.02 0.02 0.02 0.02 15.300 0.02 0.02 0.02 0.02 15.550 0.02 0.02 0.02 0.02 15.800 0.02 0.02 0.02 0.02 16.050 0.02 0.02 0.02 0.02 16.300 0.02 0.02 0.02 0.02 16.550 0.02 0.02 0.02 0.02 16.800 0.02 0.02 0.02 0.02 17.050 0.02 0.02 0.02 0.02 17.300 0.02 0.02 0.02 0.02 17.550 0.02 0.02 0.02 0.02 17.800 0.02 0.02 0.02 0.02 18.050 0.02 0.02 0.02 0.02 18.300 0.02 0.02 0.02 0.02 18.550 0.02 0.02 0.02 0.02 18.800 0.02 0.02 0.02 0.02 19.050 0.02 0.02 0.02 0.02 19.300 0.02 0.02 0.02 0.02 19.550 0.02 0.02 0.02 0.02 19.800 0.02 0.02 0.02 0.02 20.050 0.02 0.02 0.02 0.02 20.300 0.02 0.02 0.02 0.02 20.550 0.02 0.02 0.02 0.02 20.800 0.02 0.02 0.02 0.02 21.050 0.02 0.02 0.02 0.02 21.300 0.02 0.02 0.02 0.02 21.550 0.02 0.02 0.02 0.02 21.800 0.02 0.02 0.02 0.02 22.050 0.02 0.02 0.02 0.02 22.300 0.02 0.02 0.02 0.02 22.550 0.02 0.02 0.02 0.02 22.800 0.02 0.02 0.02 0.02 23.050 0.02 0.02 0.02 0.02 23.300 0.02 0.02 0.02 0.02 23.550 0.02 0.02 0.02 0.02 Flow (ftVs) Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 24 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ftVs) ms) (ft'/s) ms) 23.800 I 0.02 1 0^021 OM} 0-02 I Flow (ftVs) 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 25 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow ms) 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 26 of 29 Subsection: Pond Routed Hydrograph (total out) Label: PO-1 (OUT) Peak Discharge 0.22 ftys Time to Peak 4.100 hours Hydrograph Volume 0.010 ac-ft HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow ms) (hours) ms) ms) Flow ms) 3.550 0.00 0.01 0.01 0.02 3.800 0.05 0,06 0.08 0.10 4.050 0.19 0.22 0.22 0.21 4.300 0.17 0.15 0.13 0.11 4.550 0.05 0.04 0.03 0.02 4.800 0.01 0.01 0.01 0.01 5.050 0.00 0.00 0.00 0.00 Flow ms) Lot 7 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 27 of 29 Subsection: Pond Inflow Summary Label: PO-1 (IN) Summary for Hydrograph Addition at 'PO-1' Upstream Link Upstream Node <Calchment lo Outflow Node> CM-1 Node Inflows Inflow Type Element Volume Time lo Peak Flow (Peak) (ac-ft) (hours) (ft3/s) Flow (From) CM-1 0.024 4.050 0.67 Flow (In) PO-1 0.049 4.050 0.67 I nt 7 Racin nnr r, ^ . . Bentley PondPack VBi 7«rani!^ '^'^ Bentley Systems, Inc. Haestad Methods Solution Center foB 11 01 511 27 Siemon Company Drive Suite 200 W Watertown, CT Pane 28 of 29 06795 USA +1-203-755-1666 Index c CM-1 (Read Hydrograph)...4 Composite Outlet Structure -1 (Composite Rating Curve)...19 Composite Outlet Structure -1 (Individual Outlet Curves)... 18 Composite Outlet Structure -1 (Outlet Input Data)...16, 17 M Master Network Summary...3 O 0-1 (Addition Summary)...5 Outlet-1 (Diverted Hydrograph)..,20 P PO-1 (Elevation-Area Volume Curve),,,14 PO-1 (Elevation-Volume-Flow Table (Pond))„,21 PO-1 (IN) (Level Pool Pond Routing Summary)„,22 PO-1 (IN) (Pond Inflow Summary)„,28 PO-1 (IN) (Time vs, Elevation)„,6, 7, 8, 9 PO-1 (INF) (Pond Infiltration Hydrograph),,,23, 24, 25, 26 PO-1 (OUT) (Pond Routed Hydrograph (total out)),,,27 PO-1 (Timevs, Volume),,,10,11,12, 13 PO-1 (Volume Equations),,,15 U User Notifications,,,2 Bentley PondPack VBi Lot 7 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 29 of 29 06795 USA +1-203-755-1666 Appendix F-8 Lot 8 Routing Project Summary Title Engineer Company Date 7/9/2013 Notes Bentley PondPack VBi Lot 8 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 29 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure -1 Oullet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Network Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Curve Volume Equations Outlet Input Data Individual Outlet Curves Composite Rating Curve Diverted Hydrograph Elevalion-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 22 23 27 Pond Inflow Summary 28 Subsection: User Notifications No user User Notifications? notifications generated. Bentley PondPack VBi LotB Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 29 06795 USA +1-203-755-1666 Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) (years) CM-1 Base 0 0.023 4.050 Peak Flow (ftVs) 0.64 Node Summary Label Scenario Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (hours) 0-1 Base 0 0.009 4.150 Peak Flow (ftVs) 0.19 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) ms) (years) (ac-ft) PO-1 (IN) Base 0 0.048 4.050 0.64 PO-1 (OUT) Base 0 0.009 4.150 0.19 Maximum Water Maximum Pond Surface Elevation Storage (ft) (ac-ft) (N/A) (N/A) 100.99 0.006 Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 3 of 29 Subsection: Read Hydrograph Label: CM-1 Peak Discharge 0.64 ftys Time to Peak 4.050 hours Hydrograph Volume 0.023 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Time Flow Flow Flow ms) Flow ms) 0.050 0.02 0.02 0,02 0,02 0.550 0.02 0.02 0,02 0,02 1.050 0.02 0.02 0,02 0,02 1.550 0.02 0.02 0,02 0,02 2.050 0.03 0.03 0.03 0,03 2.550 0.03 0.03 0,03 0,04 3.050 0.04 0.04 0,05 0,05 3.550 0.06 0.08 0,09 0,13 4.050 0.64 0.10 0,07 0,05 4.550 0.04 0.04 0,03 0,03 5.050 0.03 0.02 0,02 0,02 5.550 0.02 0.02 0.02 0,02 Flow ms) Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [06.11.01.51] Page 4 of 29 Subsection: Addition Summary Label: 0-1 Summary for Hydrograph Addition at '0-1' Upstream Link Upstream Node Outlet-1 PO-1 Node Inflows Inflow Type Element Volume Time to Peak Flow (Peak) (ac-ft) (hours) (ftVs) Flow (From) Outlet-1 0.009 4.150 0.19 Flow (In) 0-1 0.009 4.150 0,19 Bentley PondPack VBi Lot 8 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 5 of 29 06795 USA +1-203-755-1666 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 0,000 99.50 99,50 99,51 99,53 0,250 99.55 99,55 99,55 99,56 0,500 99.56 99,56 99,56 99,56 0,750 99.56 99,56 99,56 99,56 1,000 99.56 99,56 99,57 99,57 1,250 99.57 99,57 99,57 99,57 1,500 99.57 99,57 99,57 99,57 1,750 99.58 99,58 99,58 99,58 2,000 99.58 99,58 99,58 99,59 2,250 99.59 99,59 99,59 99,59 2.500 99.60 99,60 99,60 99,61 2.750 99.62 99,62 99,63 99,64 3.000 99.66 99,68 99,70 99,72 3.250 99.76 99,78 99,81 99,84 3.500 99.91 99,95 99,99 100,04 3.750 100.12 100,16 100,21 100.25 4.000 100.46 100,76 100,98 100.99 4.250 100.81 100,72 100,62 100.52 4.500 100.34 100,27 100,21 100.16 4.750 100.11 100,09 100,08 100.06 5.000 100.04 100,03 100,02 100.01 5.250 99.99 99,98 99,97 99.96 5.500 99.93 99,92 99,91 99.89 5.750 99.86 99,85 99,83 99.81 6.000 99.78 99,76 99,74 99.72 6.250 99.68 99,66 99,64 99.62 6.500 99.58 99,57 99,57 99.56 6.750 99.56 99,56 99,56 99.56 7.000 99.56 99,56 99,56 99.56 7.250 99.56 99,56 99,56 99.56 7.500 99.56 99,56 99,56 99.56 7.750 99.56 99,56 99,56 99.56 8.000 99.56 99,56 99,56 99.56 8.250 99.56 99.56 99,56 99.56 8.500 99.56 99.56 99,56 99.56 8.750 99.56 99.56 99,56 99.56 9.000 99.56 99.56 99,56 99.56 9.250 99.56 99.56 99.56 99.56 9.500 99.56 99.56 99,56 99.56 9.750 99.56 99.56 99,56 99.56 10.000 99.56 99.56 99,56 99.56 10.250 99,56 99.56 99,56 99.56 10.500 99,56 99.56 99,56 99.56 10.750 99,56 99.56 99,56 99.56 11.000 99,56 99.56 99,56 99.56 11.250 99,56 99.56 99.56 99.56 11.500 99,56 99.56 99,56 99.56 11.750 99,56 99.56 99,56 99.56 12.000 99,56 99,56 99,56 99.56 Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 6 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 12.250 99.56 99.56 99.56 99.56 12.500 99.56 99.56 99.56 99.56 12.750 99.56 99.56 99.56 99.56 13.000 99.56 99.56 99.56 99.56 13.250 99.56 99.56 99.56 99.56 13.500 99.56 99.56 99.56 99.56 13.750 99.56 99.56 99.56 99.56 14.000 99.56 99.56 99.56 99.56 14.250 99.56 99.56 99.56 99.56 14.500 99.56 99.56 99.56 99.56 14.750 99.56 99.56 99.56 99.56 15.000 99.56 99.56 99.56 99.56 15.250 99.56 99.56 99.56 99.56 15.500 99.56 99.56 99.56 99.56 15.750 99.56 99.56 99.56 99.56 16.000 99.56 99.56 99.56 99.56 16.250 99.56 99.56 99.56 99.56 16.500 99.56 99.56 99.56 99.56 16.750 99.56 99.56 99.56 99.56 17.000 99.56 99.56 99.56 99.56 17.250 99.56 99.56 99.56 99.56 17.500 99.56 99.56 99.56 99.56 17.750 99.56 99.56 99.56 99.56 18.000 99.56 99.56 99.56 99.56 18.250 99.56 99.56 99.56 99.56 18.500 99.56 99.56 99.56 99.56 18.750 99.56 99.56 99.56 99.56 19.000 99.56 99.56 99.56 99.56 19.250 99.56 99.56 99.56 99.56 19.500 99.56 99.56 99.56 99.56 19.750 99.56 99.56 99.56 99.56 20.000 99.56 99.56 99.56 99.56 20.250 99.56 99.56 99.56 99.56 20.500 99.56 99.56 99.56 99.56 20.750 99.56 99.56 99.56 99.56 21.000 99.56 99.56 99.56 99.56 21.250 99.56 99.56 99.56 99.56 21.500 99.56 99.56 99.56 99.56 21.750 99.56 99.56 99.56 99.56 22.000 99.56 99.56 99.56 99.56 22.250 99.56 99.56 99.56 99.56 22.500 99.56 99.56 99.56 99.56 22.750 99.56 99.56 99.56 99.56 23.000 99.56 99.56 99.56 99.56 23.250 99.56 99.56 99.56 99.56 23.500 99.56 99.56 99.56 99.56 23.750 99.56 99.56 99.56 99.56 24.000 99.56 (N/A) (N/A) (N/A) Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 7 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Elevation (ft) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. 99.54 99.56 99.56 99.56 99.57 99.57 99.58 99.58 99.59 99.60 99.61 99.65 99.74 99.87 100.08 100.31 100.91 100.43 100.13 100.05 100.00 99.95 99.88 99.79 99.70 99.60 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 8 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 (N/A) Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 9 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Volume Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 1.250 0.000 0.000 0.000 0.000 1.500 0.000 0.000 0.000 0.000 1.750 0.000 0.000 0.000 0.000 2.000 0.000 0.000 0.000 0.000 2.250 0.000 0.000 0.000 0.000 2.500 0.000 0.000 0.000 0.000 2.750 0.000 0.000 0.000 0.000 3.000 0.000 0.000 0.001 0.001 3.250 0.001 0.001 0.001 0.001 3.500 0.001 0.001 0.001 0.002 3.750 0.002 0.002 0.002 0.002 4.000 0.003 0.005 0.006 0.006 4.250 0.005 0.005 0.004 0.004 4.500 0.003 0.002 0.002 0.002 4.750 0.002 0.002 0.002 0.002 5.000 0.002 0.002 0.001 0.001 5.250 0.001 0.001 0.001 0.001 5.500 0.001 0.001 0.001 0.001 5.750 0.001 0.001 0.001 0.001 6.000 0.001 0.001 0.001 0.001 6.250 0.000 0.000 0.000 0.000 6.500 0.000 0.000 0.000 0.000 6.750 0.000 0.000 0.000 0.000 7.000 0.000 0.000 0.000 0.000 7.250 0.000 0.000 0.000 0.000 7.500 0.000 0.000 0.000 0.000 7.750 0.000 0.000 0.000 0.000 8.000 0.000 0.000 0.000 0.000 8.250 0.000 0.000 0.000 0.000 8.500 0.000 0.000 0.000 0.000 8.750 0.000 0.000 0.000 0.000 9.000 0.000 0.000 0.000 0.000 9.250 0.000 0.000 0.000 0.000 9.500 0.000 0.000 0.000 0.000 9.750 0.000 0.000 0.000 0.000 10.000 0.000 0.000 0.000 0.000 10.250 0.000 0.000 0.000 0.000 10.500 0.000 0.000 0.000 0.000 10.750 0.000 0.000 0.000 0.000 11.000 0.000 0.000 0.000 0.000 11.250 0.000 0.000 0.000 0.000 11.500 0.000 0.000 0.000 0.000 11.750 0.000 0.000 0.000 0.000 12.000 0.000 0.000 0.000 0.000 Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 10 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) Volume 12.250 0.000 0.000 0.000 0.000 12.500 0.000 0.000 0.000 0.000 12.750 0.000 0.000 0.000 0.000 13.000 0.000 0.000 0.000 0.000 13.250 0.000 0.000 0.000 0.000 13.500 0.000 0.000 0.000 0.000 13.750 0.000 0.000 0.000 0.000 14.000 0.000 0.000 0.000 0.000 14.250 0.000 0.000 0.000 0.000 14.500 0.000 0.000 0.000 0.000 14.750 0.000 0.000 0.000 0.000 15.000 0.000 0.000 0.000 0.000 15.250 0.000 0.000 0.000 0.000 15.500 0.000 0.000 0.000 0.000 15.750 0.000 0.000 0.000 0.000 16.000 0.000 0.000 0.000 0.000 16.250 0.000 0.000 0.000 0.000 16.500 0.000 0.000 0.000 0.000 16.750 0.000 0.000 0.000 0.000 17.000 0.000 0.000 0.000 0.000 17.250 0.000 0.000 0.000 0.000 17.500 0.000 0.000 0.000 0.000 17.750 0.000 0.000 0.000 0.000 18.000 0.000 0.000 0.000 0.000 18.250 0.000 0.000 0.000 0.000 18.500 0.000 0.000 0.000 0.000 18.750 0.000 0.000 0.000 0.000 19.000 0.000 0.000 0.000 0.000 19.250 0.000 0.000 0.000 0.000 19.500 0.000 0.000 0.000 0.000 19.750 0.000 0.000 0.000 0.000 20.000 0.000 0.000 0.000 0.000 20.250 0.000 0.000 0.000 0.000 20.500 0.000 0.000 0.000 0.000 20.750 0.000 0.000 0.000 0.000 21.000 0.000 o.ooo 0.000 0.000 21.250 0.000 0.000 0.000 0.000 21.500 0.000 0.000 0.000 0.000 21.750 0.000 0.000 0.000 0.000 22.000 0.000 0.000 0.000 0.000 22.250 0.000 0.000 0.000 0.000 22.500 0.000 0.000 0.000 0.000 22.750 0.000 0.000 0.000 0.000 23.000 0.000 0.000 0.000 0,000 23.250 0.000 0.000 0.000 0,000 23.500 0.000 0.000 0.000 0,000 23.750 0.000 0.000 0.000 0,000 24.000 0.000 (N/A) (N/A) (N/A) Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBI [08.11.01.51] Page 11 of 29 Subsection: Time vs. Volume Label: PO-1 Volume (ac-ft) Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.002 0.003 0.006 0.003 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 12 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 13 of 29 Subsection: Elevation-Area Volume Curve Label: PO-1 Elevation Planimeter Area AH-A2+sqr(Al*A2) (ft) (ft^) (acres) (acres) 99.50 0.0 0.000 0.000 99.51 0.0 0.002 0.002 100.00 0.0 0.003 0.009 101.00 0.0 0.006 0.014 Volume Volume (Total) (ac-ft) (ac-ft) 0.000 0.000 0.000 0.000 0.001 0.001 0.005 0.006 Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 14 of 29 Subsection: Volume Equations Label: PO-1 Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal + Area2 -H sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley PondPack VBi Lot 8 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 15 of 29 06795 USA +1-203-755-1666 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Requested Pond Water Surface Elevations Minimum (Headwater) 99.50 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 101.00 ft Outlet Connectivity structure Type Outlet ID Direction Outfall El E2 structure Type (ft) (ft) Orlflce-Clrcular Orifice -1 FonA/ard TW 100.13 101.25 Tailwater Settings Tailwater (N/A) (N/A) Lot B Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 16 of 29 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Structure ID: Orifice -1 Structure Type: Orifice-Circular Number of Openings 1 Elevation 100.00 ft Orifice Diameter 2.8 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance (Minimum) 0.01 ft Tailwater Tolerance (Maximum) 0.50 ft Headwater Tolerance (Minimum) 0.01 ft Headwater Tolerance (Maximum) 0.50 ft Flow Tolerance (Minimum) 0.001 nys Flow Tolerance (Maximum) 10.000 flVs Bentley PondPack VBi LotB Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 17 of 29 06795 USA +1-203-755-1666 Subsection: Individual Outlet Curves Label: Composite Outlet Structure -1 RATING TABLE FOR ONE OUTLET TYPE Structure ID = Orifice - 1 (Orifice-Circular) Upstream ID = (Pond Water Surface) Downstream ID = Tailwater (Pond Outfall) Water Surface Elevation Flow Tailwater Elevation (ft) ms) (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.01 (N/A) 100.20 0.05 (N/A) 100.30 0.09 (N/A) 100.40 0.11 (N/A) 100.50 0.13 (N/A) 100.60 0.14 (N/A) 100.70 0.15 (N/A) 100.80 0.17 (N/A) 100.90 0.18 (N/A) 101.00 0.19 (N/A) Convergence Error Computation Messages (ft) 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 Upstream HW & DNstream TW < Inv.EI n nn CRFT.DEPTH CONTROL Vh= .029ft Dcr= .072ft u.uu CRFT.DEPTH Hev= .00ft n nn CRFT.DEPTH CONTROL Vh= .060ft Dcr= .141ft u.uu CRFT.DEPTH Hev= .00ft 0.00 H =.19 0.00 H =.29 0.00 H =.39 0.00 H =.49 0.00 H =.59 0.00 H =.69 0.00 H =.79 0.00 H =.89 Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 18 of 29 Subsection: Composite Rating Curve Label: Composite Outlet Structure -1 Composite Outflow Summary Water Surface Elevation Flow (ft) (ftVs) Tailwater Elevation (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.01 (N/A) 100.20 0.05 (N/A) 100.30 0.09 (N/A) 100.40 0.11 (N/A) 100.50 0.13 (N/A) 100.60 0.14 (N/A) 100.70 0.15 (N/A) 100.80 0.17 (N/A) 100.90 0.18 (N/A) 101.00 0.19 (N/A) Convergence Error (ft) Contributing Structures 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 Lot B Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 19 of 29 Subsection: Diverted Hydrograph Label: Outlet-1 Peak Discharge Time to Peak Hydrograph Volume 0.19 ftVs 4.150 hours 0.009 ac-ft HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow (ftVs) Flow ms) Flow ms) Flow (ftVs) 3.600 0.00 0,01 0,01 0,02 3.850 0,05 0,07 0,09 0,12 4.100 0,19 0,19 0,18 0.17 4.350 0,14 0,13 0,11 0.10 4.600 0,05 0,04 0,03 0.02 4.850 0,01 0,01 0,01 0.01 5.100 0,00 0,00 0,00 (N/A) Flow ms) Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 20 of 29 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Initial Conditions Constant 0.03 ftVs Elevation (Water Surface, Initial) 99.50 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ftVs Flow (Initial Infiltration) 0.00 ftVs Flow (Initial, Total) 0.00 ftVs Time Increment 0.050 hours Elevation (ft) Outflow ms) storage (ac-ft) Area (acres) Infiltration (ftVs) 99.50 0.00 0.000 0.000 0.00 99.60 0.00 0.000 0.003 0.03 99.70 0.00 0.001 0.003 0.03 99.80 0.00 0.001 0.003 0.03 99.90 0.00 0.001 0.003 0.03 100.00 0.00 0.001 0.003 0.03 100.10 0.01 0.002 0.004 0.03 100.20 0.05 0.002 0.004 0.03 100.30 0.09 0.003 0.004 0.03 100.40 0.11 0.003 0.004 0.03 100.50 0.13 0.003 0.005 0.03 100.60 0.14 0.004 0.005 0.03 100.70 0.15 0.004 0.005 0.03 100.80 0.17 0.005 0.005 0.03 100.90 0.18 0.006 0.006 0.03 101.00 0.19 0.006 0.006 0.03 Flow (Total) 2S/t + 0 ms) (ft^/S) 0.00 0.00 0.03 0.14 0.03 0.27 0.03 0.41 0.03 0.56 0.03 0.72 0.04 0.91 0.08 1.13 0.12 1.36 0.14 1.59 0.16 1.83 0.17 2.07 0.18 2.33 0.20 2.60 0.21 2.89 0.22 3.18 Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 21 of 29 Subsection: Level Pool Pond Routing Summary Label: PO-1 (IN) Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.03 ft^/s Initial Conditions Elevation (Water Surface, Initial) Volume (Initial) Flow (Initial Outlet) Flow (Initial Infiltration) Flow (Initial, Total) Time Increment 99.50 ft 0.000 ac-ft 0.00 ft3/s 0.00 ftys 0.00 ftVs 0.050 hours Inflow/Outflow Hydrograph Summary Flow (Peak In) 0.64 ftVs Time to Peak (Flow, In) 4.050 hours Infiltration (Peak) 0.03 ft3/S Time to Peak (Infiltration) 2.600 hours Flow (Peak Outlet) 0.19 ft3/S Time to Peak (Flow, Outlet) 4.150 hours Elevation (Water Surface, Peak) Volume (Peak) IVIass Balance (ac-ft) Volume (Initial) Volume (Total Inflow) Volume (Total Infiltration) Volume (Total Outlet Outflow) Volume (Retained) Volume (Unrouted) Error (Mass Balance) 100.99 ft 0.006 ac-ft 0.000 ac-ft 0.048 ac-ft 0.039 ac-ft 0.009 ac-ft 0.000 ac-ft 0.000 ac-ft 0.0 % Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 22 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Peak Discharge Time to Peak Hydrograph Volume 0.03 ftVs 4.400 hours 0.039 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow ms) ms) ms) ms) 0.050 0.00 0.00 0.01 0.01 0.300 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 0.800 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.300 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 1.800 0.02 0.02 0.02 0.02 2.050 0.03 0.03 0.03 0.03 2.300 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.03 2.800 0.03 0.03 0.03 0.03 3.050 0.03 0.03 0.03 0.03 3.300 0.03 0.03 0.03 0.03 3.550 0.03 0.03 0.03 0.03 3.800 0.03 0.03 0.03 0.03 4.050 0.03 0.03 0.03 0.03 4.300 0.03 0.03 0.03 0.03 4.550 0.03 0.03 0.03 0.03 4.800 0.03 0.03 0.03 0.03 5.050 0.03 0.03 0.03 0.03 5.300 0.03 0.03 0.03 0.03 5.550 0.03 0.03 0.03 0.03 5.800 0.03 0.03 0.03 0.03 6.050 0.03 0.03 0.03 0.03 6.300 0.03 0.03 0.03 0.03 6.550 0.02 0.02 0.02 0,02 6.800 0.02 0.02 0.02 0.02 7.050 0.02 0.02 0.02 0.02 7.300 0.02 0.02 0.02 0.02 7.550 0.02 0.02 0.02 0.02 7.800 0.02 0.02 0.02 0.02 8.050 0.02 0.02 0.02 0.02 8.300 0.02 0.02 0.02 0.02 8.550 0.02 0.02 0.02 0.02 8.800 0.02 0.02 0.02 0.02 9.050 0.02 0.02 0.02 0.02 9.300 0.02 0.02 0.02 0.02 9.550 0.02 0.02 0.02 0.02 9.800 0.02 0.02 0.02 0.02 10.050 0.02 0,02 0.02 0.02 10.300 0.02 0,02 0.02 0.02 10.550 0.02 0,02 0.02 0.02 10.800 0.02 0.02 0.02 0.02 11.050 0.02 0.02 0.02 0.02 Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 23 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow (ftVs) Flow ms) Flow ms) 11.300 0.02 0.02 0,02 0,02 11.550 0.02 0.02 0,02 0,02 11.800 0.02 0.02 0,02 0,02 12.050 0.02 0.02 0,02 0,02 12.300 0.02 0,02 0,02 0,02 12.550 0.02 0.02 0,02 0,02 12.800 0.02 0,02 0,02 0,02 13.050 0.02 0,02 0,02 0,02 13.300 0.02 0,02 0,02 0,02 13.550 0.02 0,02 0,02 0,02 13.800 0.02 0,02 0,02 0,02 14.050 0.02 0,02 0,02 0,02 14.300 0.02 0,02 0,02 0,02 14.550 0.02 0,02 0,02 0,02 14.800 0.02 0,02 0,02 0,02 15.050 0.02 0,02 0,02 0,02 15.300 0.02 0,02 0,02 0,02 15.550 0.02 0,02 0,02 0,02 15.800 0.02 0,02 0,02 0,02 16.050 0.02 0,02 0,02 0,02 16.300 0.02 0,02 0,02 0,02 16.550 0.02 0,02 0,02 0,02 16.800 0.02 0,02 0,02 0,02 17.050 0.02 0,02 0,02 0,02 17.300 0.02 0,02 0,02 0,02 17.550 0.02 0,02 0,02 0,02 17.800 0.02 0,02 0,02 0,02 18.050 0.02 0,02 0,02 0,02 18.300 0.02 0,02 0,02 0,02 18.550 0.02 0.02 0,02 0,02 18.800 0.02 0.02 0,02 0,02 19.050 0.02 0.02 0,02 0,02 19.300 0.02 0.02 0,02 0,02 19.550 0.02 0.02 0,02 0,02 19.800 0.02 0,02 0,02 0,02 20.050 0.02 0,02 0,02 0,02 20.300 0.02 0,02 0,02 0,02 20.550 0.02 0,02 0,02 0,02 20.800 0.02 0,02 0,02 0,02 21.050 0.02 0,02 0,02 0,02 21.300 0.02 0,02 0,02 0,02 21.550 0.02 0,02 0,02 0,02 21.800 0.02 0,02 0,02 0,02 22.050 0.02 0,02 0,02 0,02 22.300 0.02 0,02 0,02 0,02 22.550 0.02 0,02 0,02 0,02 22.800 0.02 0,02 0,02 0,02 23.050 0.02 0,02 0,02 0.02 23.300 0.02 0,02 0.02 0,02 23.550 0.02 0,02 0.02 0,02 Flow ms) Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 24 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. 23,800 Flow ms) Flow (ftVs) Flow ms) Flow (ftVs) 0,02 0.02 0.02 0.02 Flow (ftVs) 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0.02 0,02 Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 25 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow ms) 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 26 of 29 Subsection: Pond Routed Hydrograph (total out) Label: PO-1 (OUT) Peak Discharge Time to Peak Hydrograph Volume 0.19 ft3/s 4.150 hours 0.009 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow (ft^s) Flow (ftVs) Flow (ftVs) Flow (ftVs) 3.600 0.00 0.01 0.01 0.02 3.850 0.05 0.07 0.09 0.12 4.100 0.19 0.19 0.18 0,17 4.350 0.14 0.13 0.11 0,10 4.600 0.05 0.04 0.03 0,02 4.850 0.01 0.01 0.01 0,01 5.100 0.00 0.00 0.00 (N/A) Flow ms) Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 27 of 29 Subsection: Pond Inflow Summary Label: PO-1 (IN) Summary for Hydrograph Addition at 'PO-1' Upstream Link <Catchment to Outflow Node> CM-1 Node Inflows Inflow Type Flow (From) Flow (In) Element Volume (ac-ft) CM-1 PO-1 0,023 0,048 Upstream Node Time to Peak (hours) 4,050 4,050 Flow (Peak) ms) 0,64 0,64 Lot 8 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 28 of 29 Index c CM-1 (Read Hydrograph)„.4 Composite Outlet Structure -1 (Composite Rating Cun/e)...19 Composite Outlet Structure -1 (Individual Outlet Cun/es)... 18 Composite Outlet Structure -1 (Outlet Input Data)...16,17 M Master Network Summary...3 O 0-1 (Addition Summary)...5 Outlet-1 (Diverted Hydrograph)...20 P PO-1 (Elevation-Area Volume Cun/e)...14 PO-1 (Elevation-Volume-Flow Table (Pond))...21 PO-1 (IN) (Level Pool Pond Routing Summary)...22 PO-1 (IN) (Pond Inflow Summary)...28 PO-1 (IN) (Time vs. Elevation)...6, 7, 8, 9 PO-1 (INF) (Pond Infiltration Hydrograph)...23, 24, 25, 26 PO-1 (OUT) (Pond Routed Hydrograph (total out))...27 PO-1 (Time vs. Volume)...10, 11,12,13 PO-1 (Volume Equations)...15 U User Notifications...2 Bentley PondPack VBi Lot 8 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 29 of 29 06795 USA +1-203-755-1666 Appendix F-9 Lot 9 Routing Project Summary Title Engineer Company Date 7/9/2013 Notes Bentley PondPack VBi Lot 9 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] ™2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page lot 29 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure -1 Outlet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Network Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Curve Volume Equations Outlet Input Data Individual Outlet Cun/es Composite Rating Curve Diverted Hydrograph Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 22 23 27 Pond Inflow Summary 28 Subsection: User Notifications No user User Notifications? notifications generated. Bentley PondPack VBi Lot 9 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 29 06795 USA +1-203-755-1666 Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) (years) CM-1 Base 0 0.023 4.050 Peak Flow ms) 0.67 Node Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) (years) 0-1 Base 0 0.010 4.100 Peak Flow ms) 0.22 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) ms) (years) (ac-ft) PO-1 (IN) Base 0 0.049 4.050 0.67 PO-1 (OUT) Base 0 0.010 4.100 0.22 Maximum Water Maximum Pond Surface Elevation Storage (ft) (ac-ft) (N/A) (N/A) 100.97 0.006 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 3 of 29 Subsection: Read Hydrograph Label: CM-1 Peak Discharge 0.67 ft3/s Time to Peak 4.050 hours Hydrograph Volume 0.023 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Time (hours) Flow ms) Flow (ftVs) Flow (ftVs) Flow 0.050 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.03 2.050 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.04 0.04 3.050 0.04 0.04 0.05 0.05 3.550 0.07 0.08 0.09 0.13 4.050 0.67 0.11 0.07 0.06 4.550 0.04 0.04 0.03 0.03 5.050 0.03 0.03 0.02 0.02 5.550 0.02 0.02 0.02 0.02 Flow (ftVs) Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 4 of 29 Subsection: Addition Summary Label: 0-1 Summary for Hydrograph Addition at '0-1' Upstream Link Outlet-1 PO-1 Node Inflows Inflow Type Flow (From) Flow (In) Element Volume (ac-ft) Outlet-1 0-1 0.010 0.010 Upstream Node Time to Peak (hours) 4.100 4.100 Flow (Peak) (ft^s) 0.22 0.22 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 5 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 0.000 99.50 99.50 99.51 99.53 0.250 99.55 99.55 99.56 99.56 0.500 99.56 99.56 99.56 99.56 0.750 99.56 99.56 99.56 99.57 1.000 99.57 99.57 99.57 99.57 1.250 99.57 99.57 99.57 99.57 1.500 99.57 99.57 99.58 99.58 1.750 99.58 99.58 99.58 99.58 2.000 99.59 99.59 99.59 99.59 2.250 99.59 99.59 99.60 99.60 2.500 99.60 99.60 99.61 99.61 2.750 99.63 99.64 99.65 99.66 3.000 99.68 99.70 99.72 99.74 3.250 99.79 99.81 99.84 99.87 3.500 99.95 99.99 100.03 100.08 3.750 100.15 100.18 100.22 100.26 4.000 100.46 100.75 100.97 100.96 4.250 100.75 100.63 100.52 100.41 4.500 100.24 100.19 100.15 100.13 4.750 100.09 100.08 100.07 100.05 5.000 100.03 100.02 100.02 100.01 5.250 99.99 99.98 99.97 99.96 5.500 99.94 99.93 99.92 99.90 5.750 99.87 99.86 99.84 99.83 6.000 99.79 99.77 99.76 99.74 6.250 99.70 99.68 99.66 99.64 6.500 99.60 99.58 99.57 99.57 6.750 99.56 99.56 99.56 99.56 7.000 99.56 99.56 99.56 99.56 7.250 99.56 99.56 99.56 99.56 7.500 99.56 99.56 99.56 99.56 7.750 99.56 99.56 99.56 99.56 8.000 99.56 99.56 99.56 99.56 8.250 99.56 99.56 99.56 99.56 8.500 99.56 99.56 99.56 99.56 8.750 99.56 99.56 99.56 99.56 9.000 99.56 99.56 99.56 99.56 9.250 99.56 99.56 99.56 99.56 9.500 99.56 99.56 99.56 99.56 9.750 99.56 99.56 99.56 99.56 10.000 99.56 99.56 99.56 99.56 10.250 99.56 99.56 99.56 99.56 10.500 99.56 99.56 99,56 99.56 10.750 99.56 99.56 99.56 99.56 11.000 99.56 99.56 99.56 99.56 11.250 99.56 99.56 99.56 99.56 11.500 99.56 99.56 99.56 99.56 11.750 99.56 99.56 99.56 99.56 12.000 99.56 99.56 99.56 99.56 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 6 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 12.250 99.56 99.56 99,56 99,56 12.500 99.56 99.56 99,56 99,56 12.750 99.56 99.56 99,56 99,56 13.000 99.56 99,56 99,56 99,56 13.250 99.56 99,56 99,56 99,56 13.500 99.56 99,56 99,56 99,56 13.750 99.56 99,56 99,56 99,56 14.000 99.56 99,56 99,56 99,56 14.250 99.56 99,56 99,56 99.56 14.500 99.56 99,56 99,56 99,56 14.750 99.56 99,56 99,56 99.56 15.000 99.56 99,56 99,56 99,56 15.250 99.56 99,56 99,56 99,56 15.500 99.56 99,56 99,56 99.56 15.750 99.56 99,56 99.56 99.56 16.000 99.56 99,56 99,56 99.56 16.250 99.56 99,56 99.56 99.56 16.500 99.56 99,56 99,56 99.56 16.750 99.56 99,56 99,56 99.56 17.000 99.56 99,56 99,56 99.56 17.250 99.56 99,56 99,56 99.56 17.500 99.56 99,56 99,56 99.56 17.750 99.56 99,56 99,56 99.56 18.000 99.56 99,56 99,56 99.56 18.250 99.56 99,56 99,56 99.56 18.500 99.56 99,56 99,56 99.56 18.750 99.56 99,56 99,56 99.56 19.000 99.56 99,56 99,56 99.56 19.250 99.56 99,56 99,56 99.56 19.500 99.56 99,56 99,56 99.56 19.750 99.56 99,56 99,56 99.56 20.000 99.56 99,56 99,56 99.56 20.250 99.56 99,56 99,56 99.56 20.500 99.56 99,56 99,56 99.56 20.750 99.56 99,56 99,56 99.56 21.000 99.56 99,56 99,56 99.56 21.250 99.56 99,56 99.56 99.56 21.500 99.56 99,56 99.56 99.56 21.750 99.56 99,56 99.56 99.56 22.000 99.56 99,56 99.56 99.56 22.250 99.56 99,56 99.56 99.56 22.500 99.56 99,56 99.56 99.56 22.750 99.56 99,56 99.56 99.56 23.000 99.56 99,56 99.56 99.56 23.250 99.56 99,56 99.56 99.56 23.500 99.56 99.56 99.56 99.56 23.750 99.56 99,56 99.56 99.56 24.000 99.56 (N/A) (N/A) (N/A) Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 7 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.54 99.56 99.56 99.57 99.57 99.57 99.58 99.58 99.59 99.60 99.62 99.67 99.76 99.91 100.11 100.31 100.86 100.32 100.11 100.04 100.00 99.95 99.89 99.81 99.72 99.62 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page B of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 (N/A) Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 9 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Time (hours) Output Time increment Time on left represents time for Volume Volume (ac-ft) (ac-ft) = 0.050 hours first value in each row. Volume (ac-ft) Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 1.250 0.000 0.000 0.000 0.000 1.500 0.000 0.000 0.000 0.000 1.750 0.000 0.000 0.000 0.000 2.000 0.000 0.000 0.000 0.000 2.250 0.000 0.000 0.000 0.000 2.500 0.000 0.000 0.000 0.000 2.750 0.000 0.000 0.000 0.000 3.000 0.000 0.001 0.001 0.001 3.250 0.001 0.001 0.001 0.001 3.500 0.001 0.001 0.002 0.002 3.750 0.002 0.002 0.002 0.002 4.000 0.003 0.005 0.006 0.006 4.250 0.005 0.004 0.004 0.003 4.500 0.002 0.002 0.002 0.002 4.750 0.002 0.002 0.002 0.002 5.000 0.002 0.002 0.001 0.001 5.250 0.001 0.001 0.001 0.001 5.500 0.001 0.001 0.001 0.001 5.750 0.001 0.001 0.001 0.001 6.000 0.001 0.001 0.001 0.001 6.250 0.001 0.000 0.000 0.000 6.500 0.000 0.000 0.000 0.000 6.750 0.000 0.000 0.000 0.000 7.000 0.000 0.000 0.000 0.000 7.250 0.000 0.000 0.000 0.000 7.500 0.000 0.000 0.000 0.000 7.750 0.000 0.000 0,000 0.000 8.000 0.000 0.000 0.000 0.000 8.250 0.000 0.000 0,000 0.000 8.500 0.000 0.000 0,000 0.000 8.750 0.000 0.000 0,000 0.000 9.000 0.000 0.000 0,000 0.000 9.250 0.000 0.000 0,000 0.000 9.500 0.000 0.000 0.000 0.000 9.750 0.000 0.000 0.000 0.000 10.000 0.000 0.000 0.000 0.000 10.250 0.000 0.000 0.000 0.000 10.500 0.000 0.000 0.000 0.000 10.750 0.000 0.000 0.000 0.000 11.000 0.000 0.000 0.000 0.000 11.250 0.000 0.000 0.000 0.000 11.500 0.000 0.000 0.000 0.000 11.750 0.000 0.000 0.000 0.000 12.000 0.000 0.000 0.000 0.000 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 10 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) 12.250 0.000 0.000 0.000 0.000 12.500 0.000 0.000 0,000 0.000 12,750 0.000 0.000 0.000 0.000 13,000 0.000 0.000 0.000 0.000 13,250 0.000 0.000 0.000 0.000 13,500 0.000 0.000 0.000 0.000 13,750 0.000 0.000 0.000 0.000 14,000 0.000 0.000 0.000 0.000 14,250 0.000 0.000 0.000 0.000 14,500 0.000 0.000 0.000 0.000 14,750 0.000 0.000 0.000 0.000 15,000 0.000 0.000 0,000 0.000 15,250 0.000 0.000 0,000 0.000 15,500 0.000 0.000 0,000 0.000 15.750 0.000 0.000 0,000 0.000 16.000 0.000 0.000 0,000 0.000 16.250 0.000 0.000 0,000 0.000 16.500 0.000 0.000 0,000 0.000 16.750 0.000 0.000 0,000 0.000 17.000 0.000 0.000 0,000 0.000 17.250 0.000 0.000 0,000 0.000 17.500 0.000 0.000 0,000 0.000 17.750 0.000 0.000 0,000 0.000 18.000 0,000 0.000 0,000 0.000 18.250 0,000 0.000 0,000 0.000 18.500 0,000 0.000 0,000 0.000 18.750 0.000 0.000 0,000 0.000 19.000 0.000 0.000 0,000 0.000 19.250 0.000 0.000 0.000 0.000 19.500 0.000 0.000 0.000 0.000 19.750 0.000 0.000 0.000 0.000 20.000 0.000 0.000 0.000 0.000 20.250 0.000 0.000 0.000 0.000 20.500 0.000 0.000 0.000 0.000 20.750 0.000 0.000 0.000 0.000 21.000 0.000 0.000 0.000 0.000 21.250 0.000 0.000 0.000 0.000 21.500 0.000 0.000 0.000 0.000 21.750 0.000 0.000 0.000 0.000 22.000 0.000 0.000 0.000 0.000 22.250 0.000 0.000 0.000 0.000 22.500 0.000 0.000 0.000 0.000 22.750 0.000 0.000 0.000 0.000 23.000 0.000 0.000 0.000 0.000 23.250 0.000 0.000 0.000 0.000 23.500 0.000 0.000 0.000 0.000 23.750 0.000 0.000 0.000 0.000 24.000 0.000 (N/A) (N/A) (N/A) Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 11 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.002 0.003 0.005 0.003 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBI [08.11.01.51] Page 12 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 13 of 29 Subsection: Elevation-Area Volume Curve Label: PO-1 Elevation (ft) Planimeter (ft^) Area (acres) Al-^A2+sqr(Al*A2) (acres) 99.50 0.0 0.000 0.000 99.51 0.0 0.002 0.002 100.00 0.0 0.003 0.009 101.00 0.0 0.006 0.014 Volume Volume (Total) (ac-ft) (ac-ft) 0.000 0.000 0.000 0.000 0.001 0.001 0.005 0.006 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 14 of 29 Subsection: Volume Equations Label: PO-1 Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal -I- Area2 -H sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley PondPack VBi Lot 9 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 15 of 29 06795 USA +1-203-755-1666 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Requested Pond Water Surface Elevations Minimum (Headwater) 99.50 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 101.00 ft Outlet Connectivity structure Type Outlet ID Direction Outfall El E2 (ft) (ft) Orifice-Circular Orifice -1 FonA/ard TW 100.13 101.25 Tailwater Settings Tailwater (N/A) (N/A) Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 16 of 29 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Structure ID: Orifice -1 Structure Type: Orifice-Circular Number of Openings 1 Elevation 100.00 ft Orifice Diameter 3.0 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance (Minimum) 0.01 ft Tailwater Tolerance (Maximum) 0.50 ft Headwater Tolerance (Minimum) 0.01 ft Headwater Tolerance (Maximum) 0.50 ft Flow Tolerance (Minimum) 0.001 nys Flow Tolerance (Maximum) 10.000 ftys Bentley PondPack VBi Lot 9 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 17 of 29 06795 USA +1-203-755-1666 Subsection: Individual Outlet Curves Label: Composite Outlet Structure -1 RATING TABLE FOR ONE OUTLET TYPE Structure ID - Orifice -1 (Orifice-Circular) Upstream ID = (Pond Water Surface) Downstream ID = Tailwater (Pond Outfall) Water Surface Elevation Flow Tailwater Elevation (ft) (ftVs) (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.02 (N/A) 100.20 0.06 (N/A) 100.30 0.10 (N/A) 100.40 0.13 (N/A) 100.50 0.15 (N/A) 100.60 0.17 (N/A) 100.70 0.18 (N/A) 100.80 0.20 (N/A) 100.90 0.21 (N/A) 101.00 0.22 (N/A) Convergence Error Computation Messages (ft) 0.00 HW & TW below invert 0.00 HW & TW below Invert 0.00 HW & TW below Invert 0.00 HW 8i TW below Invert 0.00 HW & TW below Invert 0.00 Upstream HW & DNstream TW < Inv.EI 0.00 CRFT.DEPTH CONTROL Vh= .026ft Dcr= .074ft 0.00 CRFT.DEPTH Hev= .00ft 0.00 CRIT.DEPTH CONTROL Vh= .058ft Dcr= .143ft 0.00 CRIT.DEPTH Hev= .00ft 0.00 H =.18 0.00 H =.28 0.00 H =.38 0.00 H =.48 0.00 H =.58 0.00 H =.68 0.00 H =.78 0.00 H =.88 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 18 of 29 Subsection: Composite Rating Curve Label: Composite Outlet Structure -1 Composite Outflow Summary Water Surface Elevation Flow Tailwater Elevation (ft) ms) (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.02 (N/A) 100.20 0.06 (N/A) 100.30 0.10 (N/A) 100.40 0.13 (N/A) 100.50 0.15 (N/A) 100.60 0.17 (N/A) 100.70 0.18 (N/A) 100.80 0.20 (N/A) 100.90 0.21 (N/A) 101.00 0.22 (N/A) Convergence Error Contributing Structures (ft) 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 19 of 29 Subsection: Diverted Hydrograph Label: Outlet-1 Peak Discharge 0.22 ftVs Time to Peak 4.100 hours Hydrograph Volume 0.010 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ft3/s) (ftVs) ms) (ftVs) 3.550 0.00 0.01 0.01 0.02 3.800 0.05 0.06 0.08 0.10 4.050 0.19 0.22 0.22 0.21 4.300 0.17 0.15 0.13 0.11 4.550 0.05 0.04 0.03 0.02 4.800 0.01 0.01 0.01 0.01 5.050 0.00 0.00 0.00 0.00 Flow (ftVs) Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 20 of 29 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Initial Conditions Constant 0.03 ft3/s Elevation (Water Surface, Initial) 99.50 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ftys Flow (Initial Infiltration) 0.00 ftVs Flow (Initial, Total) 0.00 ftVs Time Increment 0.050 hours Elevation Outflow Storage Area Infiltration (ft) ms) (ac-ft) (acres) ms) 99.50 0.00 0.000 0.000 0.00 99.60 0.00 0.000 0.003 0.03 99.70 0.00 0.001 0.003 0.03 99.80 0.00 0.001 0.003 0.03 99.90 0.00 0.001 0.003 0.03 100.00 0.00 0.001 0.003 0,03 100.10 0.02 0.002 0.004 0,03 100.20 0.06 0.002 0.004 0,03 100.30 0.10 0.003 0.004 0,03 100.40 0.13 0.003 0.004 0,03 100.50 0.15 0.003 0.005 0,03 100.60 0.17 0.004 0.005 0,03 100.70 0.18 0.004 0.005 0,03 100.80 0.20 0.005 0.005 0,03 100.90 0.21 0.006 0.006 0,03 101.00 0.22 0.006 0.006 0,03 Flow (Total) 2S/t + 0 ms) ms) 0.00 0.00 0.03 0.14 0.03 0.27 0.03 0.41 0.03 0.56 0.03 0.72 0.05 0.91 0.09 1.14 0.13 1.38 0.16 1.61 0.18 1.85 0.20 2.10 0.21 2.36 0.23 2.63 0.24 2.92 0.25 3.22 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 21 of 29 Subsection: Level Pool Pond Routing Summary Label: PO-1 (IN) Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0,03 ftVs Initial Conditions Elevation (Water Surface, Initial) Volume (Initial) Flow (Initial Outlet) Flow (Initial Infiltration) Flow (Initial, Total) Time Increment 99,50 ft 0.000 ac-ft 0.00 ftVs 0.00 ftys 0.00 ftVs 0.050 hours Inflow/Outflow Hydrograph Summary Flow (Peak In) Infiltration (Peak) Flow (Peak Outlet) 0.67 ft^/s Time to Peak (Flow, In) 4.050 hours 0.03 ftVs Time to Peak (Infiltration) 2.500 hours 0.22 ftys Time to Peak (Flow, Outlet) 4.100 hours Elevation (Water Surface, Peak) Volume (Peak) Mass Balance (ac-ft) 100.97 ft 0.006 ac-ft Volume (Initial) 0.000 ac •ft Volume (Total Inflow) 0.049 ac •ft Volume (Total Infiltration) 0.039 ac •ft Volume (Total Outlet Outflow) 0.010 ac •ft Volume (Retained) 0.000 ac ft Volume (Unrouted) 0.000 ac •ft Error (Mass Balance) 0.0 % Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 22 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Peak Discharge Time to Peak Hydrograph Volume 0.03 ftVs 4.400 hours 0.039 ac-ft Time (hours) HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow (ftvs) ms) ms) ms) 0.050 0.00 0.00 0,01 0,01 0.300 0.02 0.02 0,02 0,02 0.550 0.02 0.02 0,02 0,02 0.800 0.02 0.02 0,02 0,02 1.050 0.02 0.02 0,02 0,02 1.300 0.02 0.02 0,02 0,02 1.550 0.02 0.02 0,02 0,02 1.800 0.02 0.02 0.02 0,03 2.050 0.03 0.03 0.03 0,03 2.300 0.03 0.03 0.03 0,03 2.550 0.03 0.03 0.03 0,03 2.800 0.03 0.03 0.03 0,03 3.050 0.03 0.03 0.03 0,03 3.300 0.03 0.03 0.03 0,03 3.550 0.03 0.03 0.03 0,03 3.800 0.03 0.03 0.03 0,03 4.050 0.03 0.03 0.03 0,03 4.300 0.03 0.03 0.03 0,03 4.550 0.03 0.03 0.03 0,03 4.800 0.03 0.03 0.03 0,03 5.050 0.03 0.03 0.03 0,03 5.300 0.03 0.03 0.03 0,03 5.550 0.03 0.03 0.03 0,03 5.800 0.03 0.03 0.03 0,03 6.050 0.03 0.03 0.03 0,03 6.300 0.03 0,03 0.03 0,03 6.550 0.02 0,02 0.02 0,02 6.800 0.02 0,02 0.02 0,02 7.050 0.02 0,02 0.02 0,02 7.300 0.02 0,02 0.02 0,02 7.550 0.02 0,02 0.02 0,02 7.800 0.02 0.02 0.02 0,02 8.050 0.02 0.02 0,02 0,02 8.300 0.02 0,02 0,02 0,02 8.550 0.02 0,02 0,02 0,02 8.800 0.02 0.02 0,02 0,02 9.050 0.02 0,02 0,02 0.02 9.300 0.02 0,02 0,02 0.02 9.550 0.02 0,02 0,02 0.02 9.800 0.02 0,02 0,02 0.02 10.050 0.02 0,02 0,02 0.02 10.300 0.02 0,02 0,02 0.02 10.550 0.02 0,02 0.02 0.02 10.800 0.02 0.02 0.02 0.02 11.050 0.02 0,02 0,02 0,02 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 23 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Lot 9 Basin.ppc 7/5/2014 Flow ms) Flow (ftVs) Flow ms) 11,300 0.02 0.02 0.02 0.02 11,550 0.02 0.02 0.02 0.02 11,800 0.02 0.02 0.02 0.02 12,050 0.02 0.02 0.02 0.02 12,300 0.02 0.02 0.02 0.02 12,550 0.02 0.02 0.02 0.02 12.800 0.02 0.02 0.02 0.02 13.050 0.02 0.02 0.02 0.02 13.300 0.02 0.02 0.02 0.02 13.550 0.02 0.02 0.02 0.02 13.800 0.02 0.02 0.02 0.02 14.050 0.02 0.02 0.02 0.02 14.300 0.02 0.02 0.02 0.02 14.550 0.02 0.02 0.02 0.02 14.800 0.02 0.02 0.02 0.02 15.050 0.02 0.02 0.02 0.02 15.300 0.02 0.02 0.02 0.02 15.550 0.02 0.02 0.02 0.02 15.800 0.02 0.02 0.02 0.02 16.050 0.02 0.02 0.02 0.02 16.300 0.02 0.02 0.02 0.02 16.550 0.02 0.02 0.02 0.02 16.800 0.02 0.02 0.02 0.02 17.050 0.02 0.02 0.02 0.02 17.300 0.02 0.02 0.02 0.02 17.550 0.02 0.02 0.02 0.02 17.800 0.02 0.02 0.02 0.02 18.050 0.02 0.02 0.02 0.02 18.300 0.02 0.02 0.02 0.02 18.550 0.02 0.02 0.02 0.02 18.800 0.02 0.02 0.02 0.02 19.050 0.02 0.02 0.02 0.02 19.300 0.02 0.02 0.02 0.02 19.550 0.02 0.02 0.02 0.02 19.800 0.02 0.02 0.02 0.02 20.050 0.02 0.02 0.02 0.02 20.300 0.02 0.02 0.02 0.02 20.550 0.02 0.02 0.02 0,02 20.800 0.02 0.02 0.02 0,02 21.050 0.02 0.02 0.02 0,02 21.300 0.02 0.02 0.02 0,02 21.550 0.02 0.02 0.02 0,02 21.800 0.02 0.02 0.02 0,02 22.050 0.02 0.02 0.02 0.02 22.300 0.02 0.02 0.02 0,02 22.550 0.02 0.02 0.02 0,02 22.800 0.02 0.02 0.02 0,02 23.050 0.02 0.02 0.02 0,02 23.300 0.02 0.02 0.02 0.02 23,550 0.02 0.02 0.02 0,02 Flow (ftVs) Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 24 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ftVs) ms) ms) ms) 23,800 I 0,02 I 0,02 | 0,02 | 0,02 | Flow ms) 0,01 0,02 0,02 0,02 0,02 0,02 0,02 0,03 0,03 0,03 0,03 0,03 0,03 0,03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0,02 0,02 0,02 0,02 0.02 0.02 0,02 0,02 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 25 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow ms) 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0.02 0.02 0.02 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 26 of 29 Subsection: Pond Routed Hydrograph (total out) Label: PO-1 (OUT) Peak Discharge Time to Peak Hydrograph Volume 0.22 ftys 4.100 hours 0.010 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow ms) Flow ms) Flow (ftVs) Flow ms) 3.550 0.00 0.01 0.01 0.02 3.800 0.05 0.06 0.08 0.10 4.050 0.19 0.22 0.22 0.21 4.300 0.17 0.15 0.13 0.11 4.550 0.05 0.04 0.03 0.02 4.800 0.01 0.01 0.01 0.01 5.050 0.00 0.00 0.00 0.00 Flow ms) Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 27 of 29 Subsection: Pond Inflow Summary Label: PO-1 (IN) Upstream Link <Catchment to Outflow Node> Summary for Hydrograph Addition at 'PO-1' Upstream Node CM-1 Node Inflows Inflow Type Flow (From) Flow (In) Element Volume (ac-ft) CM-1 PO-1 0.023 0.049 Time to Peak (hours) 4.050 4.050 Flow (Peak) (ft^s) 0.67 0.67 Lot 9 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 28 of 29 Index c CM-1 (Read Hydrograph)...4 Composite Outlet Structure -1 (Composite Rating Curve)..,19 Composite Outlet Structure -1 (Individual Outlet Cun/es),„18 Composite Outlet Structure -1 (Outlet Input Data),,,16,17 M Master Network Summary,„3 0 0-1 (Addition Summary),,,5 Outlet-1 (Diverted Hydrograph),„20 P PO-1 (Elevation-Area Volume Curve),„14 PO-1 (Elevation-Volume-Flow Table (Pond))„,21 PO-1 (IN) (Level Pool Pond Routing Summary),„22 PO-1 (IN) (Pond Inflow Summary).„28 PO-1 (IN) (Time vs. Elevatlon)...6, 7, 8, 9 PO-1 (INF) (Pond Infiltration Hydrograph)...23, 24, 25, 26 PO-1 (OUT) (Pond Routed Hydrograph (total out))...27 PO-1 (Timevs. Volume)...10,11,12,13 PO-1 (Volume Equations)...15 U User Notifications...2 Bentley PondPack VBi Lot 9 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 29 of 29 06795 USA +1-203-755-1666 Appendix F"10 Lot 10 Routing Project Summary Title Engineer Company Date 7/9/2013 Notes Bentley PondPack VBi Lot 10 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 29 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure -1 Outlet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Network Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Cun/e Volume Equations Outlet Input Data Individual Outlet Cun/es Composite Rating Curve Diverted Hydrograph Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 22 23 27 Pond Inflow Summary 28 Subsection: User Notifications No user User Notifications? notifications generated. Bentley PondPack VBi Lot 10 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 29 06795 USA +1-203-755-1666 Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) (years) (hours) CM-1 Base 0 0.023 4.050 Peak Flow ms) 0.64 Node Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) 0-1 Base 0 0.009 4.150 ms) 0.19 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) ms) (years) (ac-ft) ms) PO-1 (IN) Base 0 0.048 4.050 0.64 PO-1 (OUT) Base 0 0.009 4.150 0.19 Maximum Water Maximum Pond Surface Elevation Storage (ft) (ac-ft) (N/A) (N/A) 100.99 0.006 Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite.200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 3 of 29 Subsection: Read Hydrograph Label: CM-1 Peak Discharge 0.64 ft3/s Time to Peak 4.050 hours Hydrograph Volume 0.023 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Time (hours) Flow ms) Flow (ft^/s) Flow ms) Flow ms) 0.050 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 2.050 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.03 0.04 3.050 0.04 0.04 0.05 0.05 3.550 0.06 0.08 0.09 0.13 4.050 0.64 0.10 0.07 0.05 4.550 0.04 0.04 0.03 0.03 5.050 0.03 0.02 0.02 0.02 5.550 0.02 0.02 0.02 0.02 Flow ms) Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [OB.11.01.51] Page 4 of 29 Subsection: Addition Summary Label: 0-1 Summary for Hydrograph Addition at '0-1' Upstream Link Outlet-1 Inflow Type Flow (From) Flow (In) PO-1 Node Inflows Element Volume (ac-ft) Outlet-1 0-1 0.009 0.009 Upstream Node Time to Peak (hours) 4.150 4.150 Flow (Peak) ms) 0.19 0.19 Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 5 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 0.000 99.50 99.50 99.51 99.53 0.250 99.55 99.55 99.55 99.56 0.500 99.56 99.56 99.56 99.56 0.750 99.56 99.56 99.56 99.56 1.000 99.56 99.56 99.57 99.57 1.250 99.57 99.57 99.57 99.57 1.500 99.57 99.57 99.57 99.57 1.750 99.58 99.58 99.58 99.58 2.000 99.58 99.58 99.58 99.59 2.250 99.59 99.59 99.59 99.59 2.500 99.60 99.60 99.60 99.61 2.750 99.62 99.62 99.63 99.64 3.000 99.66 99.68 99.70 99.72 3.250 99.76 99.78 99.81 99.84 3.500 99.91 99.95 99.99 100.04 3.750 100.12 100.16 100.21 100.25 4.000 100.46 100.76 100.98 100.99 4.250 100.81 100.72 100.62 100.52 4.500 100.34 100.27 100.21 100.16 4.750 100.11 100.09 100.08 100.06 5.000 100.04 100.03 100.02 100.01 5.250 99.99 99.98 99.97 99.96 5.500 99.93 99.92 99.91 99.89 5.750 99.86 99.85 99.83 99.81 6.000 99.78 99.76 99.74 99.72 6.250 99.68 99.66 99.64 99.62 6.500 99.58 99.57 99.57 99.56 6.750 99.56 99.56 99.56 99.56 7.000 99.56 99.56 99.56 99.56 7.250 99.56 99.56 99.56 99.56 7.500 99.56 99.56 99.56 99.56 7.750 99.56 99.56 99.56 99.56 8.000 99.56 99.56 99.56 99.56 8.250 99.56 99.56 99.56 99.56 8.500 99.56 99.56 99.56 99.56 8.750 99.56 99.56 99.56 99.56 9.000 99.56 99.56 99.56 99.56 9.250 99.56 99.56 99.56 99.56 9.500 99.56 99.56 99.56 99.56 9.750 99.56 99.56 99.56 99.56 10.000 99.56 99.56 99.56 99.56 10.250 99.56 99.56 99.56 99.56 10.500 99.56 99.56 99.56 99.56 10.750 99.56 99.56 99.56 99.56 11.000 99.56 99.56 99.56 99.56 11.250 99.56 99.56 99.56 99.56 11.500 99.56 99.56 99.56 99.56 11.750 99.56 99.56 99.56 99.56 12.000 99.56 99.56 99.56 99.56 Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 6 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 12.250 99.56 99.56 99.56 99.56 12.500 99.56 99.56 99.56 99.56 12.750 99.56 99.56 99.56 99.56 13.000 99.56 99.56 99.56 99.56 13.250 99.56 99.56 99.56 99.56 13.500 99.56 99.56 99.56 99.56 13.750 99.56 99.56 99.56 99.56 14.000 99.56 99.56 99.56 99.56 14.250 99.56 99.56 99.56 99.56 14.500 99.56 99.56 99.56 99.56 14.750 99.56 99.56 99.56 99.56 15.000 99.56 99.56 99.56 99.56 15.250 99.56 99.56 99.56 99.56 15.500 99.56 99.56 99.56 99.56 15.750 99.56 99.56 99.56 99.56 16.000 99.56 99.56 99.56 99.56 16.250 99.56 99.56 99.56 99.56 16.500 99.56 99.56 99.56 99.56 16.750 99.56 99.56 99.56 99.56 17.000 99.56 99.56 99.56 99.56 17.250 99.56 99.56 99.56 99.56 17.500 99.56 99.56 99.56 99.56 17.750 99.56 99.56 99.56 99.56 18.000 99.56 99.56 99.56 99.56 18.250 99.56 99.56 99.56 99.56 18.500 99.56 99.56 99.56 99.56 18.750 99.56 99.56 99.56 99.56 19.000 99.56 99.56 99.56 99.56 19.250 99.56 99.56 99.56 99.56 19.500 99.56 99.56 99.56 99.56 19.750 99.56 99.56 99.56 99.56 20.000 99.56 99.56 99.56 99.56 20.250 99.56 99.56 99.56 99.56 20.500 99.56 99.56 99.56 99.56 20.750 99.56 99.56 99.56 99.56 21.000 99.56 99.56 99.56 99.56 21.250 99.56 99.56 99.56 99.56 21.500 99.56 99.56 99.56 99.56 21.750 99.56 99.56 99.56 99.56 22.000 99.56 99.56 99.56 99.56 22.250 99.56 99.56 99.56 99.56 22.500 99.56 99.56 99.56 99.56 22.750 99.56 99.56 99.56 99.56 23.000 99.56 99.56 99.56 99.56 23.250 99.56 99.56 99.56 99.56 23.500 99.56 99.56 99.56 99.56 23.750 99.56 99.56 99.56 99.56 24.000 99.56 (N/A) (N/A) (N/A) Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 7 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.54 99.56 99.56 99.56 99.57 99.57 99.58 99.58 99.59 99.60 99.61 99.65 99.74 99.87 100.08 100.31 100.91 100.43 100.13 100.05 100.00 99.95 99.88 99.79 99.70 99.60 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 8 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 (N/A) Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 9 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Volume Lot 10 Basin.ppc 7/5/2014 Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) 0.000 0.000 0,000 0.000 0.000 0.250 0,000 0,000 0.000 0.000 0.500 0.000 0,000 0.000 0.000 0.750 0.000 0,000 0.000 0.000 1.000 0.000 0,000 0.000 0.000 1.250 0.000 0,000 0.000 0.000 1.500 0.000 0,000 0.000 0.000 1.750 0.000 0,000 0.000 0.000 2.000 0.000 0,000 0.000 0.000 2.250 0.000 0,000 0.000 0.000 2.500 0.000 0,000 0.000 0.000 2.750 0.000 0,000 0.000 0.000 3.000 0.000 0.000 0.001 0.001 3.250 0.001 0.001 0.001 0.001 3.500 0.001 0.001 0.001 0.002 3.750 0.002 0.002 0.002 0.002 4.000 0.003 0.005 0.006 0.006 4.250 0.005 0.005 0.004 0.004 4.500 0.003 0.002 0.002 0.002 4.750 0.002 0.002 0.002 0.002 5.000 0.002 0.002 0.001 0.001 5.250 0.001 0.001 0.001 0.001 5.500 0.001 0.001 0.001 0.001 5.750 0.001 0.001 0.001 0.001 6.000 0.001 0.001 0.001 0.001 6.250 0.000 0.000 0.000 0.000 6.500 0,000 0.000 0.000 0.000 6.750 0,000 0.000 0.000 0.000 7.000 0,000 0.000 0.000 0.000 7.250 0,000 0.000 0.000 0.000 7.500 0,000 0.000 0.000 0.000 7.750 0,000 0.000 0.000 0.000 8.000 0,000 0.000 0.000 0.000 8.250 0,000 0.000 0.000 0.000 8.500 0,000 0.000 0.000 0.000 8.750 0,000 0.000 0.000 0.000 9.000 0,000 0.000 0.000 0.000 9.250 0,000 0.000 0.000 0.000 9.500 0,000 0.000 0.000 0.000 9.750 0,000 0.000 0.000 0.000 10.000 0,000 0.000 0.000 0.000 10.250 0,000 0.000 0.000 0.000 10.500 0,000 0.000 0.000 0.000 10.750 0,000 0.000 0.000 0.000 11.000 0,000 0.000 0.000 0.000 11.250 0.000 0.000 0.000 0.000 11.500 0,000 0,000 0.000 0.000 11.750 0.000 0.000 0.000 0.000 12.000 0,000 0.000 0.000 0.000 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 10 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) 12.250 0.000 0.000 0.000 0.000 12.500 0.000 0.000 0.000 0.000 12.750 0.000 0.000 0.000 0.000 13.000 0.000 0.000 0.000 0.000 13.250 0.000 0.000 0.000 0.000 13.500 0.000 0.000 0.000 0.000 13.750 0.000 0.000 0.000 0.000 14.000 0.000 0.000 0.000 0.000 14.250 0.000 0.000 0.000 0.000 14.500 0.000 0.000 0.000 0.000 14.750 0.000 0.000 0.000 0.000 15.000 0.000 0.000 0.000 0.000 15.250 0.000 0.000 0.000 0.000 15.500 0.000 0.000 0.000 0.000 15.750 0.000 0.000 0.000 0.000 16.000 0.000 0.000 0.000 0.000 16.250 0.000 0.000 0.000 0.000 16.500 0.000 0.000 0.000 0.000 16.750 0.000 0.000 0.000 0.000 17.000 0.000 0.000 0.000 0.000 17.250 0.000 0.000 0.000 0.000 17.500 0.000 0.000 0.000 0.000 17.750 0.000 0.000 0.000 0.000 18.000 0.000 0.000 0.000 0.000 18.250 0.000 0.000 0.000 0.000 18.500 0.000 0.000 0.000 0.000 18.750 0.000 0.000 0.000 0.000 19.000 0.000 0.000 0.000 0.000 19.250 0.000 0.000 0.000 0.000 19.500 0.000 0.000 0.000 0.000 19.750 0.000 0.000 0.000 0.000 20.000 0.000 0.000 0.000 0.000 20.250 0.000 0.000 0.000 0.000 20.500 0.000 0.000 0.000 0.000 20.750 0.000 0.000 0.000 0.000 21.000 0.000 0.000 0.000 0.000 21.250 0.000 0.000 0.000 0.000 21.500 0.000 0.000 0.000 0.000 21.750 0.000 0.000 0.000 0.000 22.000 0.000 0.000 0.000 0.000 22.250 0.000 0.000 0.000 0.000 22.500 0.000 0.000 0.000 0.000 22.750 0.000 0.000 0.000 0.000 23.000 0.000 0.000 0.000 0.000 23.250 0.000 0.000 0.000 0.000 23.500 0.000 0.000 0.000 0.000 23.750 0.000 0.000 0.000 0.000 24.000 0.000 (N/A) (N/A) (N/A) Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 11 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0,001 0,002 0,003 0,006 0,003 0,002 0,002 0,001 0,001 0,001 0,001 0,001 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 12 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 13 of 29 Subsection: Elevation-Area Volume Curve Label: PO-1 Elevation (ft) Planimeter (ft^) Area (acres) Al-i-A2-i-sqr(Al*A2) (acres) 99.50 0.0 0,000 0,000 99.51 0,0 0,002 0,002 100.00 0,0 0,003 0,009 101.00 0,0 0,006 0,014 Volume Volume (Total) (ac-ft) (ac-ft) 0.000 0,000 0.000 0,000 0.001 0,001 0.005 0,006 Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 14 of 29 Subsection: Volume Equations Label: PO-1 Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal + Areal + sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley PondPack VBi Lot 10 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 15 of 29 06795 USA +1-203-755-1666 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Requested Pond Water Surface Elevations Minimum (Headwater) 99,50 ft Increment (Headwater) 0,10 ft Maximum (Headwater) 101,00 ft Outlet Connectivity structure Type Outlet ID Direction Outfall El E2 structure Type (ft) (ft) Orifice-Circular Orifice -1 Forward TW 100,00 101,00 Tailwater Settings Tailwater (N/A) (N/A) Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 16 of 29 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Structure ID: Orifice -1 Structure Type: Orifice-Circular Number of Openings 1 Elevation 100.00 ft Orifice Diameter 2.8 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance (Minimum) 0.01 ft Tailwater Tolerance (Maximum) 0.50 ft Headwater Tolerance (Minimum) 0.01 ft Headwater Tolerance (Maximum) 0.50 ft Flow Tolerance (Minimum) 0.001 ft^/s Flow Tolerance (Maximum) 10.000 ftVs Bentley PondPack VBi Lot 10 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 17 of 29 06795 USA +1-203-755-1666 Subsection: Individual Outlet Curves Label: Composite Outlet Structure -1 RATING TABLE FOR ONE OUTLET TYPE Structure ID = Orifice - 1 (Orifice-Circular) Upstream ID = (Pond Water Surface) Downstream ID = Tailwater (Pond Outfall) Water Surface Elevation Flow Tailwater Elevation (ft) ms) (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.01 (N/A) 100.20 0.05 (N/A) 100.30 0.09 (N/A) 100.40 0.11 (N/A) 100.50 0.13 (N/A) 100.60 0.14 (N/A) 100.70 0.15 (N/A) 100.80 0.17 (N/A) 100.90 0.18 (N/A) 101.00 0.19 (N/A) Convergence Error Computation Messages (ft) 0.00 HW & TW below invert 0.00 HW & TW below Invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 Upstream HW & DNstream TW < Inv.EI 0.00 CRFT.DEPTH CONTROL Vh= .029ft Dcr= .072ft 0.00 CRFT.DEPTH Hev= .00ft 0.00 CRFT.DEPTH CONTROL Vh= .060ft Dcr= .141ft 0.00 CRFT.DEPTH Hev= .00ft 0.00 H =.19 0.00 H =.29 0.00 H =.39 0.00 H =.49 0.00 H =.59 0.00 H =.69 0.00 H =.79 0.00 H =.89 Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 18 of 29 Subsection: Composite Rating Curve Label: Composite Outlet Structure -1 Composite Outflow Summary Water Surface Elevation Flow (ft) ms) Tailwater Elevation (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.01 (N/A) 100.20 0.05 (N/A) 100.30 0.09 (N/A) 100.40 0.11 (N/A) 100.50 0.13 (N/A) 100.60 0.14 (N/A) 100.70 0.15 (N/A) 100.80 0.17 (N/A) 100.90 0.18 (N/A) 101.00 0.19 (N/A) Convergence Error (ft) Contributing Structures 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 19 of 29 Subsection: Diverted Hydrograph Label: Outlet-1 Peak Discharge Time to Peak Hydrograph Volume 0.19 ftVs 4.150 hours 0.009 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ftVs) (ft^/s) (ftVs) ms) 3.600 0.00 0.01 0.01 0.02 3.850 0.05 0.07 0.09 0.12 4.100 0.19 0.19 0.18 0.17 4.350 0.14 0.13 0.11 0.10 4.600 0.05 0.04 0.03 0.02 4.850 0.01 0.01 0.01 0.01 5.100 0.00 0.00 0.00 (N/A) Flow ms) I I I I Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 20 of 29 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Initial Conditions Constant 0.03 ftVs Elevation (Water Surface, Initial) 99.50 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ftVs Flow (Initial Infiltration) 0.00 ft3/S Flow (Initial, Total) 0.00 ftys Time Increment 0.050 hours Elevation (ft) Outflow ms) Storage (ac-ft) Area (acres) Infiltration (ftVs) 99.50 0.00 0.000 0.000 0.00 99.60 0.00 0.000 0.003 0.03 99.70 0.00 0.001 0.003 0.03 99.80 0.00 0.001 0.003 0.03 99.90 0.00 0.001 0.003 0.03 100.00 0.00 0.001 0.003 0.03 100.10 0.01 0.002 0.004 0.03 100.20 0.05 0.002 0.004 0.03 100.30 0.09 0.003 0.004 0.03 100.40 0.11 0.003 0.004 0.03 100.50 0.13 0.003 0.005 0.03 100.60 0.14 0.004 0.005 0.03 100.70 0.15 0.004 0.005 0.03 100.80 0.17 0.005 0.005 0.03 100.90 0.18 0.006 0.006 0.03 101.00 0.19 0.006 0.006 0.03 Flow (Total) 2S/t -1- 0 (ftVs) ms) 0.00 0.00 0.03 0.14 0.03 0.27 0.03 0.41 0.03 0.56 0.03 0.72 0.04 0.91 0.08 1.13 0.12 1.36 0.14 1.59 0.16 1.83 0.17 2.07 0.18 2.33 0.20 2.60 0.21 2.89 0.22 3.18 Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 21 of 29 Subsection: Level Pool Pond Routing Summary Label: PO-1 (IN) Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.03 ftys Initial Conditions Elevation (Water Surface, Initial) Volume (Initial) Flow (Initial Outlet) Flow (Initial Infiltration) Flow (Initial, Total) Time Increment 99.50 ft 0.000 ac-ft 0.00 ft3/s 0.00 ft3/s 0.00 ft3/s 0.050 hours Inflow/Outflow Hydrograph Summary Flow (Peak In) Infiltration (Peak) Flow (Peak Outlet) 0.64 ft3/s 0.03 ftVs 0.19 ftVs Time to Peak (Flow, In) Time to Peak (Infiltration) Time to Peak (Flow, Outlet) 4.050 hours 2.600 hours 4.150 hours Elevation (Water Surface, 100.99 ft Peak) 100.99 ft Volume (Peak) 0.006 ac-ft Mass Balance (ac-ft) .. Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 0.048 ac-ft Volume (Total Infiltration) 0.039 ac-ft Volume (Total Outlet II Outflow) 0.009 ac-ft II Volume (Retained) 0.000 ac-ft Volume (Unrouted) 0.000 ac-ft II Error (Mass Balance) 0.0 % I I Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 22 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Peak Discharge Time to Peak Hydrograph Volume 0.03 ft3/s 4.400 hours 0.039 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow (ftvs) ms) ms) ms) 0.050 0.00 0.00 0,01 0.01 0.300 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 0.800 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.300 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 1.800 0.02 0.02 0.02 0.02 2.050 0.03 0.03 0.03 0,03 2.300 0.03 0.03 0.03 0,03 2.550 0.03 0.03 0.03 0,03 2.800 0.03 0.03 0.03 0,03 3.050 0.03 0.03 0.03 0,03 3.300 0.03 0.03 0.03 0,03 3.550 0.03 0.03 0.03 0.03 3.800 0.03 0.03 0.03 0.03 4.050 0.03 0.03 0.03 0.03 4.300 0.03 0.03 0.03 0.03 4.550 0.03 0.03 0.03 0.03 4.800 0.03 0.03 0.03 0.03 5.050 0.03 0.03 0.03 0.03 5.300 0.03 0.03 0.03 0.03 5.550 0.03 0.03 0.03 0.03 5.800 0.03 0.03 0.03 0.03 6.050 0.03 0.03 0.03 0.03 6.300 0.03 0.03 0,03 0.03 6.550 0.02 0.02 0,02 0.02 6.800 0.02 0.02 0,02 0.02 7.050 0.02 0.02 0,02 0.02 7.300 0.02 0.02 0,02 0.02 7.550 0.02 0.02 0,02 0.02 7.800 0.02 0.02 0,02 0.02 8.050 0.02 0.02 0,02 0.02 8.300 0.02 0.02 0,02 0.02 8.550 0.02 0.02 0,02 0.02 8.800 0.02 0.02 0,02 0.02 9.050 0.02 0.02 0,02 0.02 9.300 0.02 0.02 0,02 0.02 9.550 0.02 0.02 0,02 0.02 9.800 0.02 0.02 0,02 0.02 10.050 0.02 0.02 0.02 0.02 10.300 0.02 0.02 0.02 0.02 10.550 0.02 0.02 0.02 0.02 10.800 0.02 0,02 0.02 0,02 11.050 0.02 0,02 0.02 0,02 Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 23 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) I I Lot 10 Basin.ppc 7/5/2014 Flow ms) Flow ms) Flow ms) 11,300 0.02 0,02 0.02 0.02 11,550 0.02 0.02 0.02 0.02 11,800 0.02 0.02 0.02 0.02 12,050 0.02 0.02 0.02 0.02 12,300 0.02 0.02 0.02 0.02 12,550 0.02 0.02 0.02 0.02 12,800 0.02 0.02 0.02 0.02 13,050 0.02 0.02 0.02 0.02 13,300 0.02 0.02 0.02 0.02 13,550 0.02 0.02 0.02 0.02 13,800 0.02 0.02 0.02 0.02 14,050 0.02 0.02 0.02 0.02 14,300 0.02 0.02 0.02 0.02 14,550 0.02 0.02 0.02 0.02 14,800 0.02 0.02 0.02 0.02 15,050 0.02 0.02 0.02 0.02 15,300 0.02 0.02 0.02 0.02 15,550 0.02 0.02 0.02 0.02 15,800 0.02 0.02 0.02 0.02 16,050 0.02 0.02 0.02 0.02 16,300 0.02 0.02 0.02 0.02 16,550 0.02 0.02 0.02 0.02 16,800 0.02 0.02 0.02 0.02 17,050 0.02 0.02 0.02 0.02 17,300 0.02 0.02 0.02 0.02 17,550 0.02 0.02 0.02 0.02 17,800 0.02 0.02 0.02 0.02 18,050 0.02 0.02 0.02 0.02 18,300 0.02 0.02 0.02 0.02 18,550 0.02 0.02 0.02 0.02 18,800 0.02 0.02 0.02 0.02 19,050 0.02 0.02 0.02 0.02 19,300 0.02 0.02 0.02 0.02 19,550 0.02 0.02 0.02 0.02 19,800 0.02 0.02 0.02 0.02 20,050 0.02 0.02 0.02 0.02 20,300 0.02 0.02 0.02 0.02 20,550 0.02 0.02 0.02 0.02 20,800 0.02 0.02 0.02 0.02 21,050 0.02 0.02 0.02 0.02 21,300 0.02 0.02 0.02 0.02 21,550 0.02 0.02 0.02 0.02 21,800 0.02 0.02 0.02 0.02 22,050 0.02 0.02 0.02 0.02 22,300 0.02 0.02 0.02 0.02 22,550 0.02 0.02 0.02 0.02 22,800 0.02 0.02 0.02 0.02 23,050 0.02 0.02 0.02 0.02 23,300 0,02 0.02 0.02 0.02 23.550 0,02 0.02 0.02 0.02 Flow ms) Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 24 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ft3/s) (ft3/s) (ft3/s) (ft3/s) 23.800 I 0^02] q,02| 0.02 I 0.02 I Flow ms) 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 25 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES {ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow ms) 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0,02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 I I Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 26 of 29 Subsection: Pond Routed Hydrograph (total out) Label: PO-1 (OUT) Peak Discharge Time to Peak Hydrograph Volume 0.19 ft3/s 4.150 hours 0.009 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ft3/s) (ftVs) (ft3/s) (ftVs) 3.600 0.00 0.01 0.01 0.02 3.850 0.05 0.07 0.09 0.12 4.100 0.19 0.19 0.18 0.17 4.350 0.14 0.13 0.11 0.10 4.600 0.05 0.04 0.03 0.02 4.850 0.01 0.01 0.01 0.01 5.100 0.00 0.00 0.00 (N/A) Flow (ftVs) Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 27 of 29 Subsection: Pond Inflow Summary Label: PO-1 (IN) Summary for Hydrograph Addition at 'PO-1' Upstream Link <Catchment to Outflow Node> CM-1 Node Inflows Inflow Type Flow (From) Flow (In) Element Volume (ac-ft) CM-1 PO-1 0.023 0.048 Upstream Node Time to Peak (hours) 4.050 4.050 Flow (Peak) ms) 0.64 0.64 I I I Lot 10 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 28 of 29 Index c CM-1 (Read Hydrograph)...4 Composite Outlet Structure -1 (Composite Rating Cun/e)... 19 Composite Outlet Structure -1 (Individual Outlet Curves)... 18 Composite Outlet Structure -1 (Outlet Input Data)...16,17 M Master Network Summary...3 O 0-1 (Addition Summary)...5 Outlet-1 (Diverted Hydrograph)...20 P PO-1 (Elevation-Area Volume Curve)... 14 PO-1 (Elevation-Volume-Flow Table (Pond))...21 PO-1 (IN) (Level Pool Pond Routing Summary)...22 PO-1 (IN) (Pond Inflow Summary)...28 PO-1 (IN) (Time vs. Elevation)...6, 7, 8, 9 PO-1 (INF) (Pond Infiltration Hydrograph)...23, 24, 25, 26 PO-1 (OUT) (Pond Routed Hydrograph (total out))...27 PO-1 (Timevs. Volume)...10, 11,12, 13 PO-1 (Volume Equations)... 15 U User Notifications...2 Bentley PondPack VBi Lot 10 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 29 of 29 06795 USA +1-203-755-1666 Appendix F-11 Lot 11 Routing I I I Project Summary Title Engineer Company I3ate 7/9/2013 Notes I nt 11 Rocin r,„o „ . „ Bentley PondPack VBi Trerani^ '^'^ Bentley Systems, Inc. Haestad Methods Solution Center [08 110151] 27 Siemon Company Drive Suite 200 W Watertown, CT Page lof 29 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure -1 Outlet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Network Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Cun/e Volume Equations Outlet Input Data Individual Outlet Curves Composite Rating Curve Diverted Hydrograph Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 22 23 27 Pond Inflow Summary 28 Subsection: User Notifications No user User Notifications? notifications generated. Bentley PondPack VBi Lot 11 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 29 06795 USA +1-203-755-1666 Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) (years) CM-1 Base 0 0.024 4.050 Peak Flow ms) 0.67 Node Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) (years) 0-1 Base 0 0.010 4.100 Peak Flow ms) 0.22 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) ms) (years) (ac-ft) PO-1 (IN) Base 0 0.050 4.050 0.67 PO-1 (OUT) Base 0 0.010 4.100 0.22 Maximum Water Maximum Pond Surface Elevation Storage (ft) (ac-ft) (N/A) (N/A) 100.98 0.006 I I I I I Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 3 of 29 Subsection: Read Hydrograph Label: CM-1 Peak Discharge 0.67 ftVs Time to Peak 4.050 hours Hydrograph Volume 0.024 ac-ft HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Time (hours) Flow ms) Flow (ftVs) Flow (ftVs) Flow ms) 0.050 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.03 2.050 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0.04 0.04 3.050 0.04 0.05 0.05 0.05 3.550 0.07 0.08 0.09 0.13 4.050 0.67 0.11 0.07 0.06 4.550 0.04 0.04 0.03 0.03 5.050 0.03 0.03 0.02 0.02 5.550 0.02 0.02 0.02 0.02 Flow (ftVs) Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 4 of 29 Subsection: Addition Summary Label: 0-1 Summary for Hydrograph Addition at '0-1' Upstream Link Outlet-1 Inflow Type Flow (From) Flow (In) PO-1 Node Inflows Element Volume (ac-ft) Outlet-1 0-1 0.010 0.010 Upstream Node Time to Peak (hours) 4.100 4.100 Flow (Peak) ms) 0.22 0.22 Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 5 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 0.000 99.50 99.50 99.51 99.53 0.250 99.55 99.55 99.56 99.56 0.500 99.56 99.56 99.56 99.56 0.750 99.56 99.56 99.56 99.57 1.000 99.57 99.57 99.57 99.57 1.250 99.57 99.57 99.57 99.57 1.500 99.58 99.58 99.58 99.58 1.750 99.58 99.58 99.58 99.58 2.000 99.59 99.59 99.59 99.59 2.250 99.59 99.60 99.60 99.60 2.500 99.60 99.60 99.61 99.61 2.750 99.63 99.64 99.65 99.66 3.000 99.69 99.71 99.73 99.75 3.250 99.80 99.82 99.85 99.88 3.500 99.96 100.00 100.04 100.08 3.750 100.15 100.18 100.22 100.26 4.000 100.46 100.76 100.98 100.97 4.250 100.76 100.64 100.53 100.42 4.500 100.25 100.20 100.16 100.13 4.750 100.09 100.08 100.07 100.06 5.000 100.03 100.02 100.02 100.01 5.250 99.99 99.98 99.97 99.96 5.500 99.94 99.93 99.92 99.91 5.750 99.88 99.86 99.85 99.83 6.000 99.80 99.78 99.76 99.75 6.250 99.71 99.70 99.68 99.66 6.500 99.62 99.60 99.59 99.58 6.750 99.57 99.56 99.56 99.56 7.000 99.56 99.56 99.56 99.56 7.250 99.56 99.56 99.56 99.56 7.500 99.56 99.56 99.56 99.56 7.750 99.56 99.56 99.56 99.56 8.000 99.56 99.56 99.56 99.56 8.250 99.56 99.56 99.56 99.56 8.500 99.56 99.56 99.56 99.56 8.750 99.56 99.56 99.56 99.56 9.000 99.56 99.56 99.56 99.56 9.250 99.56 99.56 99.56 99.56 9.500 99.56 99.56 99.56 99.56 9.750 99.56 99.56 99.56 99.56 10.000 99.56 99.56 99.56 99.56 10.250 99.56 99.56 99,56 99.56 10.500 99.56 99.56 99,56 99.56 10.750 99.56 99.56 99,56 99.56 11.000 99.56 99.56 99,56 99.56 11.250 99.56 99.56 99,56 99.56 11.500 99.56 99.56 99,56 99.56 11.750 99.56 99.56 99,56 99.56 12.000 99.56 99.56 99.56 99.56 Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 6 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 12.250 99.56 99.56 99,56 99,56 12.500 99.56 99.56 99,56 99,56 12.750 99.56 99.56 99,56 99,56 13.000 99.56 99.56 99,56 99,56 13.250 99.56 99.56 99,56 99,56 13.500 99.56 99.56 99,56 99,56 13.750 99.56 99,56 99,56 99,56 14.000 99.56 99,56 99,56 99,56 14.250 99.56 99,56 99,56 99.56 14.500 99.56 99.56 99,56 99.56 14.750 99.56 99,56 99,56 99.56 15.000 99.56 99,56 99,56 99.56 15.250 99.56 99,56 99,56 99.56 15.500 99.56 99,56 99,56 99.56 15.750 99.56 99,56 99,56 99.56 16.000 99.56 99,56 99,56 99.56 16.250 99.56 99,56 99,56 99.56 16.500 99.56 99,56 99,56 99.56 16.750 99.56 99,56 99,56 99.56 17.000 99.56 99,56 99,56 99.56 17.250 99.56 99,56 99,56 99.56 17.500 99.56 99,56 99,56 99,56 17.750 99.56 99,56 99,56 99.56 18.000 99.56 99,56 99,56 99.56 18.250 99.56 99,56 99,56 99.56 18.500 99.56 99,56 99,56 99.56 18.750 99.56 99,56 99,56 99.56 19.000 99.56 99,56 99,56 99.56 19.250 99.56 99,56 99,56 99.56 19.500 99.56 99,56 99,56 99.56 19.750 99.56 99,56 99,56 99.56 20.000 99.56 99,56 99,56 99.56 20.250 99.56 99,56 99,56 99.56 20.500 99.56 99,56 99.56 99.56 20.750 99.56 99,56 99,56 99.56 21.000 99.56 99,56 99,56 99.56 21.250 99.56 99,56 99,56 99.56 21.500 99.56 99,56 99,56 99,56 21.750 99.56 99,56 99,56 99,56 22.000 99.56 99,56 99,56 99,56 22.250 99.56 99,56 99,56 99,56 22.500 99.56 99,56 99,56 99,56 22.750 99.56 99,56 99,56 99,56 23.000 99.56 99,56 99,56 99,56 23.250 99.56 99,56 99,56 99,56 23.500 99.56 99.56 99,56 99,56 23.750 99.56 99,56 99,56 99,56 24.000 99.56 (N/A) (N/A) (N/A) Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 7 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99,54 99,56 99,56 99,57 99,57 99,57 99,58 99.58 99.59 99.60 99.62 99.67 99.77 99.92 100.12 100.31 100.87 100.33 100.11 100.04 100.00 99.95 99.89 99.82 99.73 99.64 99.57 99.56 99.56 99.56 99,56 99,56 99,56 99,56 99,56 99,56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 8 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 99.56 (N/A) Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 9 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Time (hours) Output Time increment Time on left represents time for Volume Volume (ac-ft) (ac-ft) = 0.050 hours first value in each row. Volume Volume 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 1.250 0.000 0.000 0.000 0.000 1.500 0.000 0.000 0.000 0.000 1.750 0.000 0.000 0.000 0.000 2.000 0.000 0.000 0.000 0.000 2.250 0.000 0.000 0.000 0.000 2.500 0.000 0.000 0.000 0.000 2.750 0.000 0.000 0.000 0.000 3.000 0.000 0.001 0.001 0.001 3.250 0.001 0.001 0.001 0.001 3.500 0.001 0.001 0.002 0.002 3.750 0.002 0.002 0.002 0.002 4.000 0.003 0.005 0.006 0.006 4.250 0.005 0.004 0.004 0.003 4.500 0.002 0.002 0.002 0.002 4.750 0.002 0.002 0.002 0.002 5.000 0.002 0.002 0.001 0.001 5.250 0.001 0.001 0.001 0.001 5.500 0.001 0.001 0.001 0.001 5.750 0.001 0.001 0.001 0.001 6.000 0.001 0.001 0.001 0.001 6.250 0.001 0.000 0.000 0.000 6.500 0.000 0.000 0.000 0.000 6.750 0.000 0.000 0.000 0.000 7.000 0.000 0.000 0.000 0.000 7.250 0.000 0.000 0.000 0.000 7.500 0.000 0.000 0.000 0.000 7.750 0.000 0.000 0.000 0.000 8.000 0.000 0.000 0.000 0.000 8.250 0.000 0.000 0.000 0.000 8.500 0.000 0.000 0.000 0.000 8.750 0.000 0.000 0.000 0.000 9.000 0.000 0.000 0.000 0.000 9.250 0.000 0.000 0.000 0.000 9.500 0.000 0.000 0.000 0.000 9.750 0.000 0.000 0.000 0.000 10.000 0.000 0.000 0.000 0.000 10.250 0.000 0.000 0.000 0.000 10.500 0.000 0.000 0.000 0.000 10.750 0.000 0.000 0.000 0.000 11.000 0.000 0.000 0.000 0.000 11.250 0.000 0.000 o'.ooo 0.000 11.500 0.000 0.000 0.000 0.000 11.750 0.000 0.000 0.000 0.000 12.000 0.000 0.000 0.000 0.000 Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 10 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) 12.250 0.000 0.000 0,000 0,000 12.500 0.000 0.000 0,000 0,000 12.750 0.000 0.000 0,000 0,000 13.000 0.000 0.000 0,000 0,000 13.250 0.000 0.000 0,000 0,000 13.500 0.000 0.000 0,000 0,000 13.750 0,000 0.000 0,000 0,000 14.000 0,000 0.000 0,000 0,000 14.250 0,000 0.000 0,000 0,000 14.500 0,000 0.000 0,000 0,000 14.750 0,000 0.000 0,000 0,000 15.000 0,000 0.000 0,000 0,000 15.250 0,000 0.000 0,000 0,000 15.500 0,000 0.000 0,000 0,000 15.750 0.000 0.000 0,000 0,000 16.000 0.000 0.000 0,000 0,000 16.250 0.000 0.000 0,000 0,000 16.500 0.000 0.000 0,000 0,000 16.750 0.000 0.000 0.000 0,000 17.000 0.000 0.000 0.000 0,000 17.250 0.000 0.000 0.000 0,000 17.500 0.000 0.000 0.000 0,000 17.750 0.000 0.000 0.000 0,000 18.000 0.000 0.000 0.000 0,000 18.250 0.000 0.000 0.000 0,000 18.500 0.000 0.000 0.000 0,000 18.750 0.000 0.000 0.000 0,000 19.000 0.000 0.000 0.000 0,000 19.250 0.000 0.000 0.000 0,000 19.500 0.000 0.000 0.000 0,000 19.750 0.000 0.000 0.000 0,000 20.000 0.000 0.000 0.000 0,000 20.250 0.000 0.000 0.000 0,000 20.500 0.000 0.000 0.000 0,000 20.750 0.000 0.000 0.000 0,000 21.000 0.000 0.000 0.000 0,000 21.250 0.000 0,000 0.000 0,000 21.500 0.000 0,000 0.000 0.000 21.750 0.000 0,000 0.000 0.000 22.000 0.000 0,000 0.000 0.000 22.250 0.000 0,000 0.000 0.000 22.500 0.000 0,000 0.000 0.000 22.750 0.000 0,000 0.000 0.000 23.000 0.000 0,000 0.000 0.000 23.250 0.000 0,000 0.000 0.000 23.500 0.000 0.000 0.000 0.000 23.750 0.000 0,000 0,000 0.000 24.000 0.000 (N/A) (N/A) (N/A) Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 11 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.002 0.003 0.005 0.003 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 12 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 (N/A) Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 13 of 29 Subsection: Elevation-Area Volume Curve Label: PO-1 Elevation (ft) Planimeter (ft^) Area (acres) Al+A2-i-sqr(Al*A2) (acres) 99.50 0.0 0.000 0.000 99.51 0.0 0.002 0.002 100.00 0.0 0.003 0.009 101.00 0.0 0.006 0.014 Volume Volume (Total) (ac-ft) (ac-ft) 0.000 0.000 0.000 0.000 0.001 0.001 0.005 0.006 Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 14 of 29 Subsection: Volume Equations Label: PO-1 Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal + Area2 -t- sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley PondPack VBi Lot 11 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 15 of 29 06795 USA +1-203-755-1666 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Requested Pond Water Surface Elevations Minimum (Headwater) 99.50 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 101.00 ft Outlet Connectivity structure Type Outlet ID Direction Outfall El E2 (ft) (ft) Orifice-Circular Orifice -1 Fon/vard TW 100.13 101.25 Tailwater Settings Tailwater (N/A) (N/A) Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 16 of 29 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Structure ID: Orifice -1 Structure Type: Orifice-Circular Number of Openings 1 Elevation 100.00 ft Orifice Diameter 3.0 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance (Minimum) 0.01 ft Tailwater Tolerance (Maximum) 0.50 ft Headwater Tolerance (Minimum) 0.01 ft Headwater Tolerance (Maximum) 0.50 ft Flow Tolerance (Minimum) 0.001 ft3/S Flow Tolerance (Maximum) 10.000 ftVs Bentley PondPack VBi Lot 11 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 17 of 29 06795 USA +1-203-755-1666 Subsection: Individual Outlet Curves Label: Composite Outlet Structure -1 RATING TABLE FOR ONE OUTLET TYPE Structure ID = Orifice -1 (Orifice-Circular) Upstream ID = (Pond Water Surface) Downstream ID = Tailwater (Pond Outfall) Water Surface Elevation Flow Tailwater Elevation (ft) ms) (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.02 (N/A) 100.20 0.06 (N/A) 100.30 0.10 (N/A) 100.40 0.13 (N/A) 100.50 0.15 (N/A) 100.60 0.17 (N/A) 100.70 0.18 (N/A) 100.80 0.20 (N/A) 100.90 0.21 (N/A) 101.00 0.22 (N/A) Convergence Error Computation Messages (ft) 0.00 HW 8i TW below invert: 0.00 HW & TW below invert 0.00 HW & TW below invert: 0.00 HW & TW below Invert 0.00 HW & TW below Invert 0.00 Upstream HW & DNstream TW < Inv.EI 0.00 CRFT.DEPTH CONTROL Vh= .026ft Dcr= .074ft 0.00 CRFT.DEPTH Hev= .00ft 0.00 CRFT.DEPTH CONTROL Vh= .058ft Dcr= .143ft 0.00 CRFT.DEPTH Hev= .00ft 0.00 H=.18 0.00 H =.28 0.00 H =.38 0.00 H =.48 0.00 H =.58 0.00 H =.68 0.00 H =.78 0.00 H =.88 Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 18 of 29 Subsection: Composite Rating Curve Label: Composite Outlet Structure -1 Composite Outflow Summary Water Surface Elevation Flow Tailwater Elevation (ft) (ftVs) (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0,00 (N/A) 99.80 0,00 (N/A) 99.90 0,00 (N/A) 100.00 0.00 (N/A) 100.10 0.02 (N/A) 100.20 0.06 (N/A) 100.30 0.10 (N/A) 100.40 0.13 (N/A) 100.50 0.15 (N/A) 100.60 0.17 (N/A) 100.70 0.18 (N/A) 100.80 0.20 (N/A) 100.90 0.21 (N/A) 101.00 0.22 (N/A) Convergence Error Contributing Structures (ft) 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 19 of 29 Subsection: Diverted Hydrograph Label: Outlet-1 Peak Discharge 0.22 ft3/s Time to Peak 4.100 hours Hydrograph Volume 0.010 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ft3/s) (ft3/s) (fts/s) (ft^/s) 3.550 0.00 0,01 0,01 0.02 3.800 0.05 0,06 0,08 0.10 4.050 0,19 0,22 0,22 0.21 4.300 0,17 0,15 0.13 0.11 4.550 0,05 0,04 0.03 0.02 4.800 0,01 0,01 0.01 0.01 5.050 0,00 0,00 0.00 0.00 Flow ms) Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 20 of 29 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.03 ft3/s Initial Conditions Elevation (Water Surface, Initial) 99.50 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ftVs Flow (Initial Infiltration) 0.00 ftVs Flow (Initial, Total) 0.00 ft3/S Time Increment 0.050 hours Elevation Outflow Storage Area Infiltration (ft) ms) (ac-ft) (acres) (ftVs) 99.50 0.00 0.000 0.000 0.00 99.60 0.00 0.000 0.003 0.03 99.70 0.00 0.001 0.003 0.03 99.80 0.00 0.001 0.003 0.03 99.90 0.00 0.001 0.003 0.03 100.00 0.00 0.001 0.003 0.03 100.10 0.02 0.002 0.004 0.03 100.20 0.06 0.002 0.004 0.03 100.30 0.10 0.003 0.004 0.03 100.40 0.13 0.003 0.004 0.03 100.50 0.15 0.003 0.005 0.03 100.60 0.17 0.004 0.005 0.03 100.70 0.18 0.004 0.005 0.03 100.80 0.20 0.005 0.005 0.03 100.90 0.21 0.006 0.006 0.03 101.00 0.22 0.006 0.006 0.03 Flow (Total) 2S/t + 0 ms) (ftVs) 0.00 0.00 0.03 0.14 0.03 0.27 0.03 0.41 0.03 0.56 0.03 0.72 0.05 0.91 0.09 1.14 0.13 1.38 0.16 1.61 0.18 1.85 0.20 2.10 0.21 2.36 0.23 2.63 0.24 2.92 0.25 3.22 Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 21 of 29 Subsection: Level Pool Pond Routing Summary Label: PO-1 (IN) Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.03 ft3/s Initial Conditions Elevation (Water Surface, Initial) Volume (Initial) Flow (Initial Outlet) Flow (Initial Infiltration) Flow (Initial, Total) Time Increment 99.50 ft 0.000 ac-ft 0.00 ftVs 0.00 ftVs 0.00 ftys 0.050 hours Inflow/Outflow Hydrograph Summary Flow (Peak In) 0.67 ft3/S Time to Peak (Flow, In) 4.050 hours Infiltration (Peak) 0.03 ft3/S Time to Peak (Infiltration) 2.450 hours Flow (Peak Outlet) 0.22 ft3/S Time to Peak (Flow, Outlet) 4.100 hours Elevation (Water Surface, Peak) Volume (Peak) Mass Balance (ac-ft) 100.98 ft 0.006 ac-ft Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 0.050 ac-ft Volume (Total Infiltration) 0.040 ac-ft Volume (Total Outlet Outflow) 0.010 ac-ft Volume (Retained) 0.000 ac-ft Volume (Unrouted) 0.000 ac-ft Error (Mass Balance) 0.0 % Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 22 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Peak Discharge Time to Peak Hydrograph Volume 0.03 ftVs 4.500 hours 0.040 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow (ft3/s) (ft3/s) (ft3/s) (ft3/s) 0.050 0.00 0.00 0.01 0.01 0.300 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 0.800 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.300 0.02 0.02 0.02 0.02 1.550 0.02 0.02 0.02 0.02 1.800 0.02 0.02 0.02 0.03 2.050 0.03 0.03 0.03 0.03 2.300 0.03 0.03 0.03 0.03 2.550 0.03 0.03 0,03 0.03 2.800 0.03 0.03 0,03 0.03 3.050 0.03 0.03 0,03 0.03 3.300 0.03 0.03 0,03 0.03 3.550 0.03 0.03 0,03 0.03 3.800 0.03 0.03 0,03 0.03 4.050 0.03 0.03 0,03 0.03 4.300 0.03 0.03 0,03 0.03 4.550 0.03 0.03 0,03 0.03 4.800 0.03 0.03 0,03 0.03 5.050 0.03 0.03 0,03 0.03 5.300 0.03 0.03 0,03 0.03 5.550 0.03 0.03 0,03 0.03 5.800 0.03 0.03 0,03 0.03 6.050 0.03 0.03 0,03 0.03 6.300 0.03 0.03 0,03 0.03 6.550 0.03 0.03 0,02 0.02 6.800 0.02 0.02 0,02 0.02 7.050 0.02 0.02 0,02 0.02 7.300 0.02 0.02 0,02 0.02 7.550 0.02 0.02 0,02 0.02 7.800 0.02 0.02 0.02 0.02 8.050 0.02 0.02 0,02 0.02 8.300 0.02 0.02 0,02 0.02 8.550 0.02 0,02 0,02 0.02 8.800 0.02 0.02 0,02 0.02 9.050 0.02 0.02 0,02 0.02 9.300 0.02 0.02 0,02 0.02 9.550 0.02 0.02 0,02 0.02 9.800 0.02 0.02 0,02 0.02 10.050 0.02 0.02 0.02 0.02 10.300 0.02 0.02 0.02 0.02 10.550 0.02 0.02 0.02 0.02 10.800 0.02 0.02 0.02 0.02 11.050 0.02 0.02 0.02 0.02 Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 23 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Lot 11 Basin.ppc 7/5/2014 Flow ms) Flow (ft3/s) Flow (ftVs) 11.300 0.02 0.02 0,02 0.02 11.550 0.02 0.02 0,02 0.02 11.800 0.02 0.02 0,02 0.02 12.050 0.02 0.02 0.02 0.02 12.300 0.02 0.02 0.02 0.02 12.550 0.02 0.02 0.02 0.02 12.800 0.02 0.02 0.02 0.02 13.050 0.02 0.02 0.02 0.02 13.300 0.02 0.02 0.02 0.02 13.550 0,02 0.02 0.02 0.02 13.800 0,02 0.02 0.02 0.02 14.050 0,02 0.02 0.02 0.02 14.300 0,02 0.02 0.02 0.02 14.550 0,02 0.02 0.02 0.02 14.800 0,02 0.02 0.02 0.02 15.050 0,02 0.02 0.02 0.02 15.300 0,02 0.02 0.02 0.02 15.550 0,02 0.02 0.02 0.02 15.800 0,02 0.02 0.02 0.02 16.050 0,02 0.02 0.02 0.02 16.300 0,02 0.02 0.02 0.02 16.550 0,02 0.02 0.02 0.02 16.800 0.02 0.02 0.02 0.02 17.050 0.02 0.02 0.02 0.02 17.300 0.02 0.02 0.02 0.02 17.550 0.02 0.02 0.02 0.02 17.800 0.02 0.02 0.02 0.02 18.050 0.02 0.02 0.02 0.02 18.300 0.02 0.02 0.02 0.02 18.550 0.02 0.02 0.02 0.02 18.800 0.02 0.02 0.02 0.02 19.050 0.02 0.02 0.02 0.02 19.300 0.02 0.02 0.02 0.02 19.550 0.02 0.02 0.02 0.02 19.800 0.02 0.02 0.02 0.02 20.050 0.02 0.02 0.02 0.02 20.300 0.02 0.02 0.02 0.02 20.550 0.02 0.02 0.02 0.02 20.800 0.02 0.02 0.02 0.02 21.050 0.02 0.02 0.02 0.02 21.300 0.02 0.02 0.02 0.02 21.550 0.02 0.02 0.02 0.02 21.800 0.02 0.02 0.02 0.02 22.050 0.02 0.02 0.02 0.02 22.300 0.02 0.02 0.02 0.02 22.550 0.02 0.02 0.02 0.02 22.800 0.02 0.02 0.02 0.02 23.050 0.02 0,02 0.02 0.02 23.300 0.02 0,02 0.02 0.02 23.550 0.02 0,02 0.02 0.02 Flow ms) Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 24 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ft3/s) (ft3/s) (ft3/s) (ft3/s) 23.800 I 0.02 I 0.02 | 0.02 | 0.02 | Flow (ftVs) 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 25 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow ms) 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 26 of 29 Subsection: Pond Routed Hydrograph (total out) Label: PO-1 (OUT) Peak Discharge Time to Peak Hydrograph Volume 0.22 ft3/s 4.100 hours 0.010 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ft3/s) (ft3/s) (ft3/s) (ft3/s) 3.550 0.00 0.01 0.01 0.02 3.800 0.05 0.06 0.08 0.10 4.050 0.19 0.22 0.22 0.21 4.300 0.17 0.15 0.13 0.11 4.550 0.05 0.04 0.03 0.02 4.800 0.01 0.01 0.01 0.01 5.050 0.00 0.00 0.00 0.00 Flow ms) Lot 11 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 27 of 29 Subsection: Pond Inflow Summary Label: PO-1 (IN) Summary for Hydrograph Addition at 'PO-1' Upstream Link Upstream Node <Catchment to Outflow Node> CM-1 Node Inflows Inflow Type Element Volume Time to Peak Flow (Peak) (ac-ft) (hours) (ft3/s) Flow (From) CM-1 0.024 4.050 0.67 Flow (In) PO-1 0.050 4.050 0.67 Bentley PondPack VBi Lot 11 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 28 of 29 06795 USA +1-203-755-1666 Index c CM-1 (Read Hydrograph)...4 Composite Outlet Structure -1 (Composite Rating Curve)...19 Composite Outlet Structure -1 (Individual Outlet Cun/es)... 18 Composite Outlet Structure -1 (Outlet Input Data)...16, 17 M Master Network Summary...3 O 0-1 (Addition Summary)...5 Outlet-1 (Diverted Hydrograph)...20 P PO-1 (Elevation-Area Volume Curve)...14 PO-1 (Elevation-Volume-Flow Table (Pond))...21 PO-1 (IN) (Level Pool Pond Routing Summary)...22 PO-1 (IN) (Pond Inflow Summary)...28 PO-1 (IN) (Time vs. Elevation)...6, 7, 8, 9 PO-1 (INF) (Pond Infiltration Hydrograph)...23, 24, 25, 26 PO-1 (OUT) (Pond Routed Hydrograph (total out))...27 PO-1 (Timevs. Volume)...10, 11, 12, 13 PO-1 (Volume Equations)...15 U User Notifications...2 Bentley PondPack VBi Lot 11 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 29 of 29 06795 USA +1-203-755-1666 Appendix F-12 Lot 12 Routing Project Summary Title Engineer Company Date 7/9/2013 Notes Bentley PondPack VBi Lot 12 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 29 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure - 1 Outlet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Network Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Curve Volume Equations Outlet Input Data Individual Outlet Curves Composite Rating Cun/e Dlvert:ed Hydrograph Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 22 23 27 Pond Inflow Summary 28 Subsection: User Notifications No user User Notifications? notifications generated. Bentley PondPack VBi Lot 12 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 29 06795 USA +1-203-755-1666 Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) (years) CM-1 Base 0 0.026 4.050 Peak Flow ms) 0.75 Node Summary Label Scenario Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (hours) 0-1 Base 0 0.012 4.100 Peak Flow ms) 0.30 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) ms) (years) (ac-ft) PO-1 (IN) Base 0 0.056 4.050 0.75 PO-1 (OUT) Base 0 0.012 4.100 0.30 Maximum Water Maximum Pond Suri'ace Elevation Storage (ft) (ac-ft) (N/A) (N/A) 100.97 0.006 Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 3 of 29 Subsection: Read Hydrograph Label: CM-1 Peak Discharge Time to Peak Hydrograph Volume 0.75 ft3/s 4.050 hours 0.026 ac-ft HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Time (hours) Flow ms) Flow (ftVs) Flow (ft3/s) Flow ms) 0.050 0.02 0.02 0.02 0.02 0.550 0.02 0.02 0.02 0.02 1.050 0.02 0.02 0.02 0.02 1.550 0.03 0.03 0.03 0.03 2.050 0.03 0.03 0.03 0.03 2.550 0.04 0.04 0.04 0.04 3.050 0.05 0.05 0.06 0.06 3.550 0.07 0.09 0.10 0.15 4.050 0.75 0.12 0.08 0.06 4.550 0.05 0.04 0.04 0.03 5.050 0.03 0.03 0.03 0.03 5.550 0.02 0.02 0.02 0.02 Flow (ftVs) Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 4 of 29 Subsection: Addition Summary Label: 0-1 Outlet-1 Summary for Hydrograph Addition at '0-1' Upstream Link Upstream Node PO-1 Node Inflows Inflow Type Flow (From) Flow (In) Element Volume (ac-ft) Outlet-1 0-1 0.012 0.012 Time to Peak (hours) 4.100 4.100 Flow (Peak) (ftVs) 0.30 0.30 Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 5 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 0.000 99.50 99.50 99.51 99,53 0.250 99.55 99.56 99.56 99,56 0.500 99.57 99.57 99.57 99,57 0.750 99.57 99.57 99,57 99,57 1.000 99.57 99.57 99,58 99,58 1.250 99.58 99.58 99,58 99,58 1.500 99.58 99.58 99,59 99,59 1.750 99.59 99.59 99,59 99,59 2.000 99.60 99.60 99,60 99,60 2.250 99.60 99.61 99,61 99,62 2.500 99.63 99.64 99,65 99,66 2.750 99.69 99.70 99,72 99,74 3.000 99.78 99.80 99,83 99,85 3.250 99.91 99.94 99,98 100,01 3.500 100.08 100.11 100.13 100,15 3.750 100.19 100.21 100.24 100,27 4.000 100.46 100.77 100.97 100,94 4.250 100.65 100.51 100.38 100,27 4.500 100.17 100.14 100.12 100,11 4.750 100.09 100.08 100.07 100,06 5.000 100.04 100.03 100.03 100,02 5.250 100.01 100.00 100.00 99,99 5.500 99.97 99.97 99.96 99,95 5.750 99.93 99.91 99.90 99,89 6.000 99.86 99.85 99.84 99,82 6.250 99.80 99.78 99,77 99,75 6.500 99.72 99.71 99,70 99,68 6.750 99.65 99.63 99.62 99,60 7.000 99.58 99.57 99,57 99,57 7.250 99.57 99.57 99,57 99.57 7.500 99.57 99.57 99,57 99.57 7.750 99.57 99.57 99,57 99,57 8.000 99.57 99.57 99,57 99,57 8.250 99.57 99.57 99,57 99.57 8.500 99.57 99.57 99.57 99,57 8.750 99.57 99.57 99,57 99,57 9.000 99.57 99.57 99,57 99,57 9.250 99.57 99.57 99,57 99,57 9.500 99.57 99.57 99,57 99,57 9.750 99.57 99.57 99,57 99,57 10.000 99.57 99.57 99,57 99,57 10.250 99.57 99.57 99,57 99,57 10.500 99.57 99.57 99,57 99,57 10.750 99.57 99.57 99,57 99,57 11.000 99.57 99.57 99,57 99,57 11.250 99.57 99.57 99.57 99,57 11.500 99.57 99.57 99.57 99.57 11.750 99.57 99.57 99.57 99.57 12.000 99.57 99.57 99,57 99.57 Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 6 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 12.250 99,57 99.57 99.57 99.57 12.500 99,57 99.57 99.57 99.57 12.750 99,57 99.57 99.57 99.57 13.000 99,57 99.57 99.57 99.57 13.250 99,57 99.57 99.57 99.57 13.500 99.57 99.57 99.57 99.57 13.750 99.57 99.57 99.57 99.57 14.000 99.57 99.57 99.57 99.57 14.250 99.57 99.57 99.57 99.57 14.500 99.57 99.57 99.57 99.57 14.750 99.57 99.57 99.57 99.57 15.000 99.57 99.57 99.57 99,57 15.250 99.57 99.57 99.57 99,57 15.500 99.57 99.57 99.57 99,57 15.750 99.57 99.57 99.57 99,57 16.000 99.57 99.57 99.57 99,57 16.250 99.57 99.57 99.57 99,57 16.500 99.57 99.57 99.57 99,57 16.750 99.57 99.57 99.57 99,57 17.000 99.57 99.57 99.57 99,57 17.250 99.57 99.57 99.57 99,57 17.500 99.57 99.57 99.57 99,57 17.750 99.57 99.57 99.57 99,57 18.000 99.57 99.57 99.57 99,57 18.250 99.57 99.57 99.57 99,57 18.500 99.57 99.57 99.57 99,57 18.750 99.57 99.57 99.57 99.57 19.000 99.57 99.57 99.57 99.57 19.250 99.57 99.57 99.57 99.57 19.500 99.57 99.57 99.57 99.57 19.750 99.57 99.57 99.57 99.57 20.000 99.57 99.57 99.57 99.57 20.250 99.57 99.57 99.57 99.57 20.500 99.57 99.57 99.57 99.57 20.750 99.57 99.57 99.57 99.57 21.000 99.57 99.57 99.57 99.57 21.250 99.57 99.57 99.57 99.57 21.500 99.57 99.57 99.57 99.57 21.750 99.57 99.57 99.57 99.57 22.000 99.57 99.57 99.57 99.57 22.250 99.57 99.57 99.57 99.57 22.500 99.57 99.57 99.57 99.57 22.750 99.57 99.57 99.57 99.57 23.000 99.57 99.57 99.57 99.57 23.250 99.57 99.57 99.57 99.57 23.500 99.57 99.57 99.57 99.57 23.750 99.57 99.57 99.57 99.57 24.000 99,57 (N/A) (N/A) (N/A) Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 7 of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.55 99.57 99.57 99.57 99.58 99.58 99.59 99.59 99.60 99.62 99.68 99.76 99.88 100.05 100.17 100.31 100.80 100.21 100.10 100.05 100.01 99.98 99.94 99.88 99.81 99.74 99.66 99.59 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page B of 29 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 99.57 (N/A) Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 9 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Time (hours) Output Time increment Time on left represents time for Volume Volume (ac-ft) (ac-ft) = 0.050 hours first value in each row. Volume (ac-ft) Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 1.250 0.000 0.000 0.000 0.000 1.500 0.000 0.000 0.000 0.000 1.750 0.000 0.000 0.000 0.000 2.000 0.000 0.000 0.000 0.000 2.250 0.000 0.000 0.000 0.000 2.500 0.000 0,000 0.000 0.000 2.750 0.000 0.001 0.001 0.001 3.000 0.001 0.001 0.001 0.001 3.250 0.001 0.001 0.001 0.001 3.500 0.002 0.002 0.002 0.002 3.750 0.002 0.002 0.002 0.002 4.000 0.003 0.005 0.006 0.006 4.250 0.004 0.003 0.003 0.002 4.500 0.002 0.002 0.002 0.002 4.750 0.002 0.002 0.002 0.002 5.000 0.002 0.002 0.002 0.001 5.250 0.001 0.001 0.001 0.001 5.500 0.001 0.001 0.001 0.001 5.750 0.001 0.001 0.001 0.001 6.000 0.001 0.001 0.001 0.001 6.250 0.001 0.001 0.001 0.001 6.500 0.001 0.001 0.000 0.000 6.750 0.000 0.000 0.000 0.000 7.000 0.000 0.000 0.000 0.000 7.250 0.000 0.000 0.000 0.000 7.500 0.000 0.000 0.000 0.000 7.750 0.000 0.000 0.000 0,000 8.000 0.000 0.000 0.000 0,000 8.250 0.000 0.000 0.000 0,000 8.500 0.000 0.000 0.000 0,000 8.750 0.000 0.000 0.000 0,000 9.000 0.000 0.000 0.000 0,000 9.250 0.000 0.000 0.000 0,000 9.500 0.000 0.000 0.000 0,000 9.750 0.000 0.000 0.000 0,000 10.000 0.000 0.000 0.000 0,000 10.250 0.000 0.000 0.000 0,000 10.500 0.000 0.000 0.000 0,000 10.750 0.000 0.000 0.000 0.000 11.000 0.000 0.000 0.000 0.000 11.250 0.000 0.000 0.000 0.000 11.500 0.000 0.000 0.000 0.000 11.750 0.000 0.000 0.000 0.000 12.000 0.000 0.000 0.000 0.000 Lot 12 Basin.ppc 7/5/2014 Bentley Systems. Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 10 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) 12.250 0.000 0.000 0.000 0.000 12.500 0.000 0.000 0.000 0.000 12.750 0.000 0.000 0.000 0.000 13.000 0.000 0.000 0.000 0.000 13.250 0.000 0.000 0.000 0.000 13.500 0.000 0.000 0.000 0.000 13.750 0.000 0.000 0.000 0.000 14.000 0.000 0.000 0.000 0.000 14.250 0.000 0.000 0.000 0.000 14.500 0.000 0.000 0.000 0.000 14.750 0.000 0.000 0.000 0.000 15.000 0.000 0.000 0.000 0.000 15.250 0.000 0.000 0.000 0.000 15.500 0.000 0.000 0.000 0.000 15.750 0.000 0.000 0.000 0.000 16.000 0.000 0.000 0.000 0.000 16.250 0.000 0.000 0.000 0.000 16.500 0.000 0.000 0.000 0.000 16.750 0.000 0.000 0.000 0.000 17.000 0.000 0.000 0.000 0.000 17.250 0.000 0.000 0.000 0.000 17.500 0.000 0.000 0.000 0.000 17.750 0.000 0.000 0.000 0.000 18.000 0.000 0.000 0.000 0.000 18.250 0.000 0.000 0.000 0.000 18.500 0.000 0.000 0.000 0.000 18.750 0.000 0.000 0.000 0.000 19.000 0.000 0.000 0.000 0.000 19.250 0.000 0.000 0.000 0.000 19.500 0.000 0.000 0.000 0.000 19.750 0.000 0.000 0.000 0.000 20.000 0.000 0.000 0.000 0.000 20.250 0.000 0.000 0.000 0.000 20.500 0.000 0.000 0.000 0.000 20.750 0.000 0.000 0.000 0.000 21.000 0.000 0.000 0.000 0.000 21.250 0.000 0.000 0.000 0.000 21.500 0.000 0.000 0.000 0.000 21.750 0.000 0.000 0.000 0.000 22.000 0.000 0.000 0.000 0.000 22.250 0.000 0.000 0.000 0.000 22.500 0.000 0.000 0.000 0.000 22.750 0.000 0.000 0.000 0.000 23.000 0.000 0.000 0.000 0.000 23.250 0.000 0.000 0.000 0.000 23.500 0.000 0.000 0.000 0.000 23.750 0.000 0.000 0.000 0.000 24.000 0.000 (N/A) (N/A) (N/A) Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 11 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.002 0.002 0.003 0.005 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 12 of 29 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 (N/A) Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 13 of 29 Subsection: Elevation-Area Volume Curve Label: PO-1 Elevation (ft) Planimeter (ft^) Area (acres) Al-fA2+sqr(Al*A2) (acres) 99.50 0,0 0,000 0,000 99,51 0,0 0,002 0,002 100,00 0,0 0,003 0,009 101,00 0,0 0,006 0,014 Volume Volume (Total) (ac-ft) (ac-ft) 0,000 0,000 0,000 0,000 0,001 0,001 0,005 0,006 Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 14 of 29 Subsection: Volume Equations Label: PO-1 Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal + Area2 + sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley PondPack VBi Lot 12 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 15 of 29 06795 USA +1-203-755-1666 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Requested Pond Water Surface Elevations Minimum (Headwater) 99,50 ft Increment (Headwater) 0,10 ft Maximum (Headwater) 101,00 ft Outlet Connectivity structure Type Outlet ID Direction Outfall El E2 structure Type (ft) (ft) Orifice-Circular Orifice -1 Forward TW 100,13 101,25 Tailwater Settings Tailwater (N/A) (N/A) Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 16 of 29 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Structure ID: Orifice -1 Structure Type: Orifice-Circular Number of Openings 1 Elevation 100,00 ft Orifice Diameter 3,5 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance (Minimum) 0.01 ft Tailwater Tolerance (Maximum) 0.50 ft Headwater Tolerance (Minimum) 0.01 ft Headwater Tolerance (Maximum) 0.50 ft Flow Tolerance (Minimum) 0.001 ft3/s Flow Tolerance (Maximum) 10.000 ft3/s Bentley PondPack VBi Lot 12 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 17 of 29 06795 USA +1-203-755-1666 Subsection: Individual Outlet Curves Label: Composite Outlet Structure -1 RATING TABLE FOR ONE OUTLET TYPE Structure ID = Orifice - 1 (Orifice-Circular) Upstream ID = (Pond Water Surface) Downstream ID = Tailwater (Pond Outfall) Water Surface Elevation Flow Tailwater Elevation (ft) ms) (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.02 (N/A) 100.20 0.06 (N/A) 100.30 0.13 (N/A) 100.40 0.16 (N/A) 100.50 0.19 (N/A) 100.60 0.22 (N/A) 100.70 0.24 (N/A) 100.80 0.26 (N/A) 100.90 0,28 (N/A) 101.00 0.30 (N/A) Convergence Error Computation Messages (ft) 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below Invert 0.00 HW & TW below invert: 0.00 HW & TW below invert 0.00 Upstream HW & DNstream TW < Inv.EI 0.00 CRFT.DEPTH CONTROL Vh= .028ft Dcr= .073ft 0.00 CRFT.DEPTH Hev= .00ft 0.00 CRFT.DEPTH CONTROL Vh= ,057ft Dcr= ,143ft 0.00 CRFT,DEPTH Hev= ,00ft 0.00 H =,15 0.00 H =,25 0.00 H =,35 0.00 H =.45 0.00 H =.55 0.00 H =.65 0.00 H =.75 0.00 H =.85 Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 18 of 29 Subsection: Composite Rating Curve Label: Composite Outlet Structure -1 Composite Outflow Summary Water Surface Elevation Flow (ft) ms) Tailwater Elevation (ft) 99.50 0.00 (N/A) 99.60 0.00 (N/A) 99.70 0.00 (N/A) 99.80 0.00 (N/A) 99.90 0.00 (N/A) 100.00 0.00 (N/A) 100.10 0.02 (N/A) 100.20 0.06 (N/A) 100.30 0.13 (N/A) 100.40 0.16 (N/A) 100.50 0.19 (N/A) 100.60 0.22 (N/A) 100.70 0.24 (N/A) 100.80 0.26 (N/A) 100.90 0.28 (N/A) 101.00 0.30 (N/A) Convergence Error (ft) Contributing Structures 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 19 of 29 Subsection: Diverted Hydrograph Label: Outlet-1 Peak Discharge 0.30 ft3/s Time to Peak 4.100 hours Hydrograph Volume 0.012 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ft3/s) (ft3/s) (ft3/s) (ft3/s) 3.350 0.00 0.00 0,01 0.01 3.600 0.03 0,04 0,05 0.06 3.850 0.09 0,11 0,13 0.18 4.100 0.30 0,29 0,26 0.23 4.350 0.16 0,11 0.07 0.05 4.600 0.03 0,02 0,02 0.02 4.850 0.01 0,01 0,01 0.01 5.100 0.00 0,00 0,00 0.00 Flow ms) Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 20 of 29 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Initial Conditions Constant 0.03 ft3/s Elevation (Water Surface, Initial) 99.50 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ft3/s Flow (Initial Infiltration) 0.00 ft3/s Flow (Initial, Total) 0.00 ft3/s Time Increment 0.050 hours Elevation (ft) Outflow ms) storage (ac-ft) Area (acres) Infiltration (ftVs) 99.50 0.00 0,000 0.000 0.00 99.60 0.00 0.000 0.003 0.03 99.70 0.00 0.001 0.003 0.03 99.80 0.00 0.001 0.003 0.03 99.90 0.00 0.001 0.003 0.03 100.00 0.00 0.001 0.Q03 0.03 100.10 0,02 0.002 0.004 0.03 100.20 0,06 0.002 0.004 0.03 100.30 0.13 0.003 0.004 0.03 100.40 0.16 0.003 0.004 0.03 100.50 0.19 0.003 0.005 0.03 100.60 0.22 0.004 0.005 0.03 100.70 0.24 0.004 0.005 0.03 100.80 0.26 0.005 0.005 0.03 100.90 0.28 0.006 0.006 0.03 101.00 0.30 0.006 0.006 0.03 Flow (Total) 2S/t -I- 0 (ft3/S) ms) 0.00 0.00 0.03 0.14 0.03 0.27 0.03 0.41 0.03 0.56 0.03 0.72 0.05 0.91 0.09 1.14 0.16 1.40 0.19 1.65 0.22 1.90 0.25 2.15 0.27 2.42 0.29 2.70 0.31 2.99 0.33 3.29 Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 21 of 29 Subsection: Level Pool Pond Routing Summary Label: PO-1 (IN) Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.03 ft3/s Initial Conditions Elevation (Water Surface, Initial) Volume (Initial) Flow (Initial Outlet) Flow (Initial Infiltration) Flow (Initial, Total) Time Increment 99.50 ft 0.000 ac-ft 0.00 ft3/s 0.00 ft3/s 0.00 ft3/s 0.050 hours Inflow/Outflow Hydrograph Summary Flow (Peak In) 0.75 ft3/s Time to Peak (Flow, In) 4.050 hours Infiltration (Peak) 0.03 ft3/s Time to Peak (Infiltration) 2.150 hours Flow (Peak Outlet) 0.30 ft3/s Time to Peak (Flow, Outlet) 4.100 hours Elevation (Water Surface, Peak) Volume (Peak) Mass Balance (ac-ft) 100.97 ft 0.006 ac-ft Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 0.056 ac-ft Volume (Total Infiltration) 0.044 ac-ft Volume (Total Outlet Outflow) 0.012 ac-ft Volume (Retained) 0.000 ac-ft Volume (Unrouted) 0.000 ac-ft Error (Mass Balance) 0.0 % Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 22 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Peak Discharge Time to Peak Hydrograph Volume 0.03 ft3/s 4.750 hours 0.044 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow (ft3/s) (ft3/s) (ft3/s) (ft3/s) 0.050 0.00 0.00 0,01 0.01 0.300 0.02 0.02 0,02 0.02 0.550 0.02 0.02 0,02 0.02 0.800 0.02 0.02 0,02 0.02 1.050 0.02 0.02 0,02 0.02 1.300 0.02 0.02 0,02 0.02 1.550 0.03 0.03 0,03 0.03 1.800 0.03 0.03 0.03 0.03 2.050 0.03 0.03 0.03 0.03 2.300 0.03 0,03 0.03 0.03 2.550 0.03 0,03 0.03 0.03 2.800 0.03 0.03 0.03 0.03 3.050 0.03 0.03 0.03 0.03 3.300 0.03 0.03 0.03 0.03 3.550 0.03 0.03 0.03 0.03 3.800 0.03 0.03 0.03 0.03 4.050 0.03 0.03 0.03 0.03 4.300 0.03 0.03 0.03 0.03 4.550 0.03 0.03 0.03 0.03 4.800 0.03 0.03 0.03 0.03 5.050 0.03 0.03 0.03 0.03 5.300 0.03 0.03 0.03 0.03 5.550 0.03 0.03 0.03 0.03 5.800 0.03 0.03 0.03 0.03 6.050 0.03 0.03 0.03 0.03 6.300 0.03 0.03 0.03 0.03 6.550 0.03 0.03 0.03 0.03 6.800 0.03 0.03 0.03 0.03 7.050 0.02 0.02 0.02 0.02 7.300 0.02 0.02 0.02 0.02 7.550 0.02 0.02 0.02 0.02 7.800 0.02 0.02 0.02 0.02 8.050 0.02 0.02 0.02 0.02 8.300 0.02 0.02 0.02 0.02 8.550 0.02 0.02 0.02 0.02 8.800 0.02 0.02 0.02 0.02 9.050 0.02 0.02 0.02 0.02 9.300 0.02 0.02 0.02 0.02 9.550 0.02 0.02 0.02 0.02 9.800 0.02 0.02 0.02 0.02 10.050 0.02 0.02 0.02 0.02 10.300 0.02 0.02 0.02 0.02 10.550 0.02 0,02 0.02 0.02 10.800 0.02 0.02 0.02 0.02 11.050 0.02 0,02 0.02 0.02 Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 23 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow (ft3/s) Flow (ftVs) Flow ms) 11.300 0,02 0.02 0.02 0,02 11.550 0,02 0.02 0.02 0,02 11.800 0,02 0.02 0.02 0,02 12.050 0,02 0.02 0.02 0,02 12.300 0,02 0.02 0.02 0,02 12.550 0,02 0.02 0.02 0,02 12.800 0,02 0.02 0,02 0,02 13.050 0,02 0.02 0,02 0,02 13.300 0,02 0.02 0,02 0,02 13.550 0,02 0.02 0,02 0,02 13.800 0,02 0.02 0,02 0,02 14.050 0,02 0.02 0,02 0,02 14.300 0,02 0.02 0.02 0,02 14.550 0,02 0.02 0,02 0,02 14.800 0,02 0.02 0,02 0,02 15.050 0,02 0.02 0,02 0,02 15.300 0,02 0.02 0,02 0,02 15.550 0,02 0.02 0,02 0,02 15.800 0,02 0.02 0,02 0,02 16.050 0,02 0.02 0,02 0,02 16.300 0,02 0.02 0,02 0,02 16.550 0,02 0.02 0,02 0,02 16.800 0,02 0.02 0,02 0,02 17.050 0,02 0.02 0,02 0,02 17,300 0,02 0.02 0,02 0,02 17.550 0,02 0.02 0,02 0,02 17.800 0,02 0.02 0,02 0,02 18.050 0,02 0.02 0,02 0,02 18.300 0,02 0.02 0,02 0,02 18.550 0,02 0.02 0.02 0,02 18,800 0,02 0.02 0.02 0,02 19,050 0,02 0.02 0.02 0,02 19,300 0,02 0.02 0.02 0,02 19,550 0,02 0.02 0.02 0,02 19,800 0,02 0.02 0.02 0,02 20,050 0,02 0.02 0.02 0,02 20,300 0,02 0.02 0.02 0,02 20,550 0,02 0.02 0.02 0,02 20,800 0,02 0.02 0.02 0,02 21,050 0.02 0.02 0,02 0,02 21,300 0.02 0.02 0,02 0,02 21,550 0.02 0.02 0,02 0,02 21,800 0.02 0.02 0,02 0,02 22,050 0.02 0.02 0,02 0,02 22,300 0.02 0.02 0,02 0,02 22,550 0.02 0.02 0,02 0.02 22,800 0.02 0.02 0,02 0.02 23.050 0.02 0.02 0,02 0.02 23,300 0.02 0.02 0,02 0,02 23,550 0.02 0.02 0,02 0,02 Flow ms) Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 24 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) 23,800 Flow ms) 0,02 0,02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0,02 0,02 0.02 0.02 0,02 0.02 0.02 Lot 12 Basin.ppc 7/5/2014 Flow ms) Flow ms) Flow ms) Flow ms) 0.02 0.02 0.02 0.02 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 25 of 29 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow ms) 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 26 of 29 Subsection: Pond Routed Hydrograph (total out) Label: PO-1 (OUT) Peak Discharge Time to Peak Hydrograph Volume 0.30 ft3/s 4.100 hours 0.012 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow (hours) (ft3/s) (ft3/s) (ft3/s) (ft3/s) 3.350 0,00 0.00 0.01 0.01 3.600 0,03 0.04 0.05 0.06 3,850 0.09 0.11 0.13 0.18 4,100 0.30 0.29 0.26 0.23 4,350 0.16 0.11 0.07 0.05 4,600 0.03 0.02 0.02 0.02 4,850 0.01 0.01 0.01 0.01 5,100 0.00 0.00 0.00 0.00 Flow (ftVs) Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 27 of 29 Subsection: Pond Inflow Summary Label: PO-1 (IN) Summary for Hydrograph Addition at 'PO-1' Upstream Link <Catchment to Outflow Node> CM-1 Node Inflows Inflow Type Flow (From) Flow (In) Element Volume (ac-ft) CM-1 PO-1 0.026 0.056 Upstream Node Time to Peak (hours) 4.050 4.050 Flow (Peak) ms) 0.75 0.75 Lot 12 Basin.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 28 of 29 Index c CM-1 (Read Hydrograph)...4 Composite Outlet Structure -1 (Composite Rating Cun/e)...19 Composite Outlet Structure -1 (Individual Outlet Curves)...18 Composite Outlet Structure -1 (Outlet Input Data)...16, 17 M Master Network Summary...3 0 0-1 (Addition Summary)...5 Outlet-1 (Dlvert:ed Hydrograph)..,20 P PO-1 (Elevation-Area Volume Curve),,.14 PO-1 (Elevation-Volume-Flow Table (Pond))...21 PO-1 (IN) (Level Pool Pond Routing Summary)...22 PO-1 (IN) (Pond Inflow Summary)...28 PO-1 (IN) (Time vs. Elevation)...6, 7, 8, 9 PO-1 (INF) (Pond Infiltration Hydrograph)...23, 24, 25, 26 PO-1 (OUT) (Pond Routed Hydrograph (total out))...27 PO-1 (Timevs. Volume)...10, 11,12,13 PO-1 (Volume Equations)...15 U User Notifications...2 Bentley PondPack VBi Lot 12 Basin.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 29 of 29 06795 USA +1-203-755-1666 Appendix F-l 3 Lot 13-17 (Combined Basin) Routing Project Summary Title Engineer Company Date 7/9/2013 Notes Bentley PondPack VBi Lot 13-17 Basin_deep. ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 30 06795 USA +1-203-755-1666 CM-1 0-1 PO-1 (IN) PO-1 PO-1 Composite Outlet Structure - 1 Outlet-1 PO-1 PO-1 (IN) PO-1 (INF) PO-1 (OUT) PO-1 (IN) Table of Contents User Notifications Master Network Summary Read Hydrograph Addition Summary Time vs. Elevation Time vs. Volume Elevation-Area Volume Cun/e Volume Equations Outlet Input Data Individual Outlet Cun/es Composite Rating Curve Diverted Hydrograph Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary Pond Infiltration Hydrograph Pond Routed Hydrograph (total out) 2 3 4 5 6 10 14 15 16 18 19 20 21 23 24 28 Pond Inflow Summary 29 Subsection: User Notifications No user User Notifications? notifications generated. Bentley PondPack VBi Lot 13-17 Basin_deep.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 30 06795 USA +1-203-755-1666 Subsection: Master Network Summary Catchments Summary Label Scenario Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (hours) CM-1 Base 0 0.115 4.050] Peak Flow ms) 3.27 Node Summary Label Scenario Return Hydrograph Volume Time to Peak Event (ac-ft) (hours) (years) 0-1 Base 0 0.048 4.150 Peak Flow ms) 0,37 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) ms) (years) (ac-ft) PO-1 (IN) Base 0 0,241 4,050 3.27 PO-1 (OUT) Base 0 0,048 4.150 0.37 Maximum Water Maximum Pond Surface Elevation Storage (ft) (ac-ft) (N/A) (N/A) 157,98 0,048 Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 3 of 30 Subsection: Read Hydrograph Label: CM-1 Peak Discharge 3.27 ft3/s Time to Peak 4.050 hours Hydrograph Volume 0.115 ac-ft Time (hours) HYDROGRAPH ORDINATES (ftVs) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Flow Flow Flow Flow (ft3/s) (ft3/s) (ft3/s) 0.050 0.08 0.08 0.09 0.09 0.550 0.09 0.09 0.09 0.10 1.050 0.10 0.10 0.11 0.11 1.550 0.11 0.12 0.12 0.12 2.050 0.13 0.13 0.14 0.14 2.550 0.16 0.17 0.17 0.18 3.050 0.21 0.22 0.24 0.26 3.550 0.32 0.39 0.44 0.65 4.050 3.27 0.52 0.35 0.27 4.550 0.20 0.18 0.16 0.15 5.050 0.13 0.12 0.11 0.11 5.550 0.10 0.10 0.09 0.09 Flow (ftVs) Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 4 ot 30 Subsection: Addition Summary Label: 0-1 Summary for Hydrograph Addition at '0-1' Upstream Link Upstream Node Outlet-1 PO-1 Node Inflows Inflow Type Element Volume Time to Peak Flow (Peak) (ac-ft) (hours) (ft3/s) Flow (From) Outlet-1 0.048 4.150 0.37 Flow (In) 0-1 0.048 4.150 0.37 Bentley PondPack VBi Lot 13-17 Basin_deep.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 5 of 30 06795 USA +1-203-755-1666 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 0.000 156,15 156.15 156,16 156,17 0.250 156,19 156.20 156,20 156,21 0.500 156,21 156.22 156,22 156,22 0.750 156.22 156.22 156,23 156,23 1.000 156.23 156.23 156.23 156,23 1.250 156.23 156.23 156.24 156,24 1.500 156.24 156.24 156.24 156,24 1.750 156.24 156.25 156.25 156,25 2.000 156.25 156.25 156.25 156,26 2.250 156.26 156.27 156.27 156,28 2.500 156.29 156.30 156.30 156,31 2.750 156.33 156.34 156.35 156,36 3.000 156.39 156.41 156.42 156,44 3.250 156.48 156.50 156.53 156,55 3.500 156.61 156.65 156.68 156.73 3.750 156.81 156.86 156.92 156.99 4.000 157.26 157.59 157.88 157.98 4.250 157.96 157.94 157.92 157.89 4.500 157.82 157.79 157.75 157.72 4.750 157.64 157.60 157.57 157.53 5.000 157.45 157.41 157.37 157.34 5.250 157.26 157.22 157.19 157.15 5.500 157.08 157.05 157.02 156.99 5.750 156.93 156.91 156.88 156.86 6.000 156.82 156.80 156.78 156.77 6.250 156.75 156.74 156.73 156.72 6.500 156.70 156.69 156.68 156.68 6.750 156.66 156.66 156.65 156.64 7.000 156.63 156.62 156.62 156.61 7.250 156.60 156.59 156.59 156.58 7.500 156.57 156,56 156.56 156.55 7.750 156.54 156,53 156.52 156.52 8.000 156.50 156,50 156.49 156.49 8.250 156.47 156.47 156.46 156.45 8.500 156.44 156.43 156.43 156.42 8.750 156.41 156.40 156.39 156.39 9.000 156.37 156.37 156.36 156.36 9.250 156.34 156.34 156.33 156.32 9.500 156.31 156.30 156.29 156.29 9.750 156.27 156.27 156.26 156.25 10.000 156.24 156.24 156.23 156.23 10.250 156.23 156.23 156.22 156.22 10.500 156.22 156.22 156.22 156.22 10.750 156.22 156.22 156.22 156.22 11.000 156.22 156.22 156.22 156.22 11.250 156.22 156.22 156,22 156.22 11,500 156.22 156,22 156,22 156.22 11,750 156.22 156,22 156,22 156.22 12,000 156.22 156,22 156,22 156.22 Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 6 of 30 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time Elevation Elevation Elevation Elevation (hours) (ft) (ft) (ft) (ft) 12.250 156.22 156,22 156,22 156,22 12.500 156.22 156,22 156,22 156,22 12.750 156.22 156,22 156,22 156,22 13.000 156.22 156,22 156,22 156,22 13.250 156.22 156,22 156,22 156,22 13.500 156.22 156,22 156,22 156,22 13.750 156.22 156,22 156.22 156,22 14.000 156.22 156,22 156,22 156,22 14.250 156.22 156,22 156,22 156,22 14.500 156.22 156,22 156,22 156,22 14.750 156.22 156,22 156,22 156,22 15.000 156.22 156,22 156,22 156,22 15.250 156.22 156,22 156,22 156,22 15.500 156.22 156,22 156,22 156,22 15.750 156.22 156,22 156,22 156,22 16.000 156.22 156,22 156,22 156,22 16.250 156.22 156,22 156,22 156,22 16.500 156.22 156,22 156.22 156,22 16.750 156.22 156,22 156,22 156,22 17.000 156.22 156,22 156,22 156,22 17.250 156.22 156.22 156,22 156,22 17.500 156.22 156,22 156,22 156,22 17.750 156.22 156,22 156,22 156,22 18.000 156.22 156,22 156,22 156.22 18.250 156.22 156,22 156,22 156,22 18.500 156.22 156,22 156,22 156.22 18.750 156.22 156,22 156,22 156.22 19.000 156.22 156,22 156,22 156.22 19.250 156.22 156,22 156,22 156.22 19.500 156.22 156,22 156,22 156.22 19.750 156.22 156,22 156,22 156.22 20.000 156.22 156,22 156,22 156.22 20.250 156.22 156.22 156,22 156.22 20.500 156.22 156.22 156,22 156.22 20.750 156.22 156.22 156,22 156.22 21.000 156.22 156.22 156,22 156.22 21.250 156.22 156,22 156,22 156.22 21.500 156.22 156,22 156,22 156.22 21.750 156.22 156,22 156,22 156.22 22.000 156,22 156,22 156,22 156.22 22.250 156,22 156,22 156,22 156.22 22.500 156,22 156,22 156,22 156.22 22.750 156,22 156,22 156,22 156.22 23.000 156,22 156,22 156,22 156.22 23.250 156,22 156.22 156,22 156.22 23.500 . 156,22 156,22 156,22 156,22 23.750 156,22 156,22 156,22 156,22 24.000 156,22 (N/A) (N/A) (N/A) Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 7 of 30 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 156,18 156,21 156,22 156,23 156,23 156,24 156.24 156.25 156.26 156.28 156.32 156.38 156.46 156.58 156.77 157.08 157.98 157.86 157.68 157.49 157.30 157.12 156,96 156,84 156,76 156,71 156,67 156,64 156,61 156,57 156,54 156,51 156,48 156,45 156,41 156,38 156,35 156,31 156,28 156,25 156,23 156,22 156,22 156,22 156.22 156.22 156,22 156,22 156,22 Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 8 of 30 Subsection: Time vs. Elevation Label: PO-1 (IN) Time vs. Elevation (ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Elevation (ft) 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 156.22 (N/A) Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 9 of 30 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Time (hours) Output Time increment Time on left represents time for Volume Volume (ac-ft) (ac-ft) = 0.050 hours first value in each row. Volume (ac-ft) Volume 0.000 0.000 0.000 0,000 0.000 0.250 0.001 0.001 0.001 0.001 0.500 0.001 0.001 0.001 0.001 0.750 0.001 0.001 0.001 0.001 1.000 0.001 0.002 0.002 0.002 1.250 0.002 0.002 0.002 0.002 1.500 0.002 0.002 0.002 0.002 1.750 0.002 0.002 0.002 0.002 2.000 0.002 0.002 0.002 0.002 2.250 0.002 0.002 0.002 0.003 2.500 0.003 0.003 0.003 0.003 2.750 0.004 0.004 0.004 0.004 3.000 0.005 0.005 0.006 0.006 3.250 0.007 0.007 0.008 0.009 3.500 0.010 0.011 0.012 0.013 3.750 0.015 0.016 0.017 0.019 4.000 0.026 0.036 0.045 0.048 4.250 0.047 0.046 0.046 0.045 4.500 0.043 0.042 0.041 0.040 4.750 0.037 0.036 0.035 0.034 5.000 0.032 0.031 0.029 0.028 5.250 0.026 0.025 0.024 0.023 5.500 0.022 0.021 0.020 0.019 5.750 0.018 0.017 0.016 0.016 6.000 0.015 0.014 0.014 0.014 6.250 0.013 0.013 0.013 0.012 6.500 0.012 0.012 0.012 0.011 6.750 0.011 0.011 0.011 0.011 7.000 0.010 0.010 0.010 0.010 7.250 0.010 0.010 0.009 0.009 7.500 0.009 0,009 0.009 0.009 7.750 0.008 0,008 0.008 0.008 8.000 0.008 0.007 0.007 0.007 8.250 0.007 0.007 0.006 0.006 8.500 0.006 0.006 0.006 0.006 8.750 0.005 0.005 0.005 0.005 9.000 0.005 0.004 0.004 0.004 9.250 0.004 0.004 0.004 0.003 9.500 0.003 0.003 0.003 0.003 9.750 0.002 0.002 0.002 0.002 10.000 0.002 0.002 0.002 0.002 10.250 0.001 0.001 0,001 0.001 10.500 0.001 0.001 0,001 0.001 10.750 0.001 0.001 0.001 0.001 11.000 0.001 0,001 0.001 0.001 11.250 0.001 0,001 0.001 0.001 11.500 0.001 0,001 0.001 0.001 11.750 0.001 0,001 0.001 0.001 12.000 0.001 0,001 0.001 0.001 Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 10 of 30 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) Volume (ac-ft) 12.250 0,001 0,001 0,001 0.001 12.500 0,001 0,001 0,001 0.001 12.750 0,001 0,001 0,001 0.001 13.000 0,001 0,001 0,001 0.001 13.250 0,001 0,001 0,001 0.001 13.500 0,001 0,001 0,001 0.001 13.750 0,001 0,001 0,001 0.001 14.000 0,001 0,001 0,001 0.001 14.250 0,001 0,001 0,001 0.001 14.500 0,001 0,001 0,001 0.001 14.750 0,001 0,001 0,001 0.001 15.000 0,001 0,001 0,001 0.001 15.250 0,001 0,001 0,001 0.001 15.500 0.001 0,001 0,001 0.001 15.750 0.001 0.001 0,001 0.001 16.000 0.001 0,001 0,001 0,001 16.250 0.001 0.001 0,001 0,001 16.500 0.001 0.001 0,001 0,001 16.750 0.001 0.001 0,001 0,001 17.000 0.001 0.001 0,001 0,001 17.250 0.001 0.001 0,001 0,001 17.500 0.001 0.001 0,001 0,001 17.750 0.001 0.001 0,001 0,001 18.000 0.001 0.001 0,001 0,001 18,250 0.001 0.001 0,001 0,001 18,500 0.001 0.001 0,001 0,001 18,750 0.001 0.001 0,001 0,001 19,000 0.001 0.001 0.001 0,001 19,250 0.001 0.001 0.001 0,001 19,500 0.001 0.001 0.001 0,001 19,750 0.001 0.001 0.001 0,001 20,000 0.001 0.001 0.001 0,001 20,250 0.001 0.001 0.001 0,001 20,500 0.001 0,001 0.001 0,001 20,750 0.001 0.001 0.001 0,001 21,000 0.001 0,001 0.001 0,001 21,250 0.001 0,001 0.001 0,001 21.500 0,001 0,001 0.001 0,001 21.750 0,001 0,001 0.001 0,001 22.000 0,001 0,001 0.001 0,001 22.250 0,001 0,001 0.001 0,001 22.500 0,001 0,001 0.001 0,001 22.750 0,001 0,001 0.001 0,001 23.000 0,001 0.001 0.001 0.001 23.250 0,001 0.001 0.001 0.001 23.500 0,001 0.001 0.001 0.001 23.750 0,001 0.001 0.001 0.001 24.000 0,001 (N/A) (N/A) (N/A) Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 11 of 30 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.001 0.001 0.001 0.001 0.002 0.002 0.002 0.002 0.002 0.003 0.003 0.005 0.006 0.009 0.014 0.022 0.048 0.044 0.038 0.033 0.027 0.023 0.018 0.015 0.013 0.012 0.011 0.011 0.010 0.009 0.008 0.008 0.007 0.006 0.005 0.005 0.004 0.003 0.003 0.002 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 12 of 30 Subsection: Time vs. Volume Label: PO-1 Time vs. Volume (ac-ft) Output Time increment = 0.050 hours Time on left represents time for first value in each row. Volume (ac-ft) 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0,001 0,001 0,001 0,001 0,001 0,001 0,001 0,001 0,001 0,001 0,001 0,001 0.001 0,001 0.001 0.001 0.001 (N/A) Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 13 of 30 Subsection: Elevation-Area Volume Curve Label: PO-1 Elevation (ft) Planimeter (ft^) Area (acres) Al-HA2-i-sqr(Al*A2) (acres) 156.15 0.0 0.000 0.000 156.16 0.0 0.020 0.020 156.65 0.0 0.024 0.066 158.00 0.0 0.032 0.083 Volume (ac-ft) Volume (Total) (ac-ft) 0.000 0.000 0.000 0.000 0.011 0.011 0.037 0.048 Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 14 of 30 Subsection: Volume Equations Label: PO-1 Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal -I- Area2 -I- sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley PondPack VBi Lot 13-17 Basin_deep.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 15 of 30 06795 USA +1-203-755-1666 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Requested Pond Water Surface Elevations Minimum (Headwater) 156.15 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 158.00 ft Outlet Connectivity structure Type Outlet ID Direction Outfall El E2 (ft) (ft) Orifice-Circular Orifice -1 Forward TW 156.80 158.40 Tailwater Settings Tailwater (N/A) (N/A) Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 16 of 30 Subsection: Outlet Input Data Label: Composite Outlet Structure -1 Structure ID: Orifice -1 Structure Type: Orifice-Circular Number of Openings 2 Elevation 156.65 ft Orifice Diameter 2.5 in Orifice Coefficient 0.610 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance 0.01 ft (Minimum) 0.01 ft Tailwater Tolerance 0.50 ft (Maximum) 0.50 ft Headwater Tolerance 0.01 ft (Minimum) 0.01 ft Headwater Tolerance 0.50 ft (Maximum) 0.50 ft Flow Tolerance (Minimum) 0.001 ft3/S Flow Tolerance (Maximum) 10.000 ft3/S Bentley PondPack VBi Lot 13-17 Basin_deep.ppc Bentley Systems, Inc. Haestad Methods Solution Center [OB.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 17 of 30 06795 USA +1-203-755-1666 Subsection: Individual Outlet Curves Label: Composite Outlet Structure -1 RATING TABLE FOR ONE OUTLET TYPE Structure ID = Orifice -1 (Orifice-Circular) Upstream ID = (Pond Water Surface) Downstream ID - Tailwater (Pond Outfall) Water Surface Elevation Flow Tailwater Elevation (ft) (ftVs) (ft) 156.15 0.00 (N/A) 156.25 0.00 (N/A) 156.35 0.00 (N/A) 156.45 0.00 (N/A) 156.55 0.00 (N/A) 156.65 0.00 (N/A) 156.75 0.03 (N/A) 156.85 0.10 (N/A) 156.95 0.15 (N/A) 157.05 0.18 (N/A) 157.15 0.21 (N/A) 157.25 0.23 (N/A) 157.35 0.26 (N/A) 157.45 0.28 (N/A) 157.55 0.30 (N/A) 157.65 0.32 (N/A) 157.75 0.33 (N/A) 157.85 0.35 (N/A) 157.95 0.36 (N/A) 158.00 0.37 (N/A) Convergence Error Computation Messages (ft) 0.00 HW & TW below Invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below invert 0.00 HW & TW below Invert 0.00 Upstream HW & DNstream TW < Inv.EI 0.00 CRFT.DEPTH CONTROL Vh= .028ft Dcr= .072ft 0.00 CRFT.DEPTH Hev= .00ft 0.00 CRFT.DEPTH CONTROL Vh= .060ft Dcr= .140ft 0.00 CRFT.DEPTH Hev= .00ft 0.00 H =.20 0.00 H =.30 0.00 H =.40 0.00 H =.50 0.00 H =.60 0.00 H =.70 0.00 H =.80 0.00 H =.90 0.00 H = 1.00 0.00 H = 1.10 0.00 H = 1.20 0.00 H = 1.25 Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page IB of 30 Subsection: Composite Rating Curve Label: Composite Outlet Structure -1 Composite Outflow Summary Water Surface Elevation Flow Tailwater Elevation (ft) ms) (ft) 156.15 0.00 (N/A) 156.25 0.00 (N/A) 156.35 0.00 (N/A) 156.45 0.00 (N/A) 156.55 0.00 (N/A) 156.65 0.00 (N/A) 156.75 0.03 (N/A) 156.85 0.10 (N/A) 156.95 0.15 (N/A) 157.05 0.18 (N/A) 157.15 0.21 (N/A) 157.25 0.23 (N/A) 157.35 0.26 (N/A) 157.45 0.28 (N/A) 157.55 0.30 (N/A) 157.65 0.32 (N/A) 157.75 0.33 (N/A) 157.85 0.35 (N/A) 157.95 0.36 (N/A) 158.00 0.37 (N/A) Convergence Error Contributing Structures (ft) 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 None Contributing 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 0.00 Orifice -1 Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 19 of 30 Subsection: Diverted Hydrograph Label: Outlet-1 Peak Discharge 0.37 ft3/s Time to Peak 4.150 hours Hydrograph Volume 0.048 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow (ft3/s) (ft3/s) (fl3/s) (ft3/s) 3.550 0.00 0.01 0,02 0,04 3.800 0.10 0.13 0,16 0,19 4.050 0.31 0.35 0,37 0,37 4.300 0.36 0.36 0,36 0,35 4.550 0.34 0.33 0,33 0,32 4.800 0.31 0.30 0,29 0,29 5.050 0.27 0.26 0,25 0,25 5.300 0.23 0,22 0,21 0,20 5.550 0.18 0,17 0,16 0,15 5.800 0.12 0.11 0,10 0,09 6.050 0.06 0.05 0,04 0,03 6.300 0.02 0.02 0,02 0,02 6.550 0.01 0,01 0,01 0,01 6.800 0.00 0,00 (N/A) (N/A) Flow (ft3/s) Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 20 of 30 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0,12 ft3/s Initial Conditions Elevation (Water Surface, 156,15 ft Initial) 156,15 ft Volume (Initial) 0,000 ac-ft Flow (Initial Outlet) 0,00 ft3/s Flow (Initial Infiltration) 0,00 ft3/s Flow (Initial, Total) 0,00 ft3/s Time Increment 0,050 hours Elevation (ft) Outflow (ftVs) Storage (ac-ft) Area (acres) Infiltration (ftVs) 156,15 0,00 0,000 0.000 0.00 156,25 0,00 0,002 0.021 0,12 156,35 0,00 0,004 0.022 0.12 156,45 0,00 0,006 0.022 0.12 156,55 0,00 0,009 0.023 0.12 156,65 0,00 0,011 0.024 0.12 156,75 0,03 0,013 0.024 0.12 156,85 0,10 0,016 0.025 0.12 156,95 0,15 0,018 0.025 0.12 157,05 0,18 0,021 0.026 0.12 157,15 0,21 0,023 0.027 0.12 157,25 0,23 0,026 0.027 0.12 157,35 0,26 0,029 0.028 0.12 157,45 0,28 0,032 0.028 0.12 157,55 0,30 0.035 0.029 0,12 157,65 0,32 0.037 0.030 0,12 157,75 0,33 0.040 0.030 0,12 157,85 0,35 0.044 0.031 0,12 157,95 0,36 0.047 0.032 0,12 158,00 0,37 0.048 0.032 0,12 Flow (Total) 2S/t + 0 (ftVs) (ftVs) 0,00 0,00 0,12 1,06 0,12 2,09 0.12 3,15 0.12 4,25 0.12 5,37 0.15 6,56 0.22 7,81 0.27 9,07 0.30 10,35 0.33 11,65 0.35 12,98 0.38 14.33 0,40 15,72 Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 21 of 30 Subsection: Elevation-Volume-Flow Table (Pond) Label: PO-1 Flow (Total) 2S/t + 0 (ftVs) ms) 0,42 17,13 0,44 18,57 0,45 20,05 0,47 21,55 0,48 23,09 0,49 23.87 Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 22 of 30 Subsection: Level Pool Pond Routing Summary Label: PO-1 (IN) Infiltration Infiltration Method (Computed) Infiltration Rate (Constant) Constant 0.12 ft3/s Initial Conditions Elevation (Water Surface, Initial) 156.15 ft Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ft3/S Flow (Initial Infiltration) 0.00 ft3/S Flow (Initial, Total) 0.00 ft3/S Time Increment 0.050 hours Inflow/Outflow Hydrograph Summary Flow (Peak In) 3.27 ft3/s Time to Peak (Flow, In) 4.050 hours Infiltration (Peak) 0.12 ft3/s Time to Peak (Infiltration) 2.000 hours Flow (Peak Outlet) 0.37 ft3/s Time to Peak (Flow, Outlet) 4.150 hours Elevation (Water Surface, Peak) Volume (Peak) Mass Balance (ac-ft) 157.98 ft 0.048 ac-ft Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 0.241 ac-ft Volume (Total Infiltration) 0.193 ac-ft Volume (Total Outlet Outflow) 0.048 ac-ft Volume (Retained) 0.001 ac-ft Volume (Unrouted) 0.000 ac-ft Error (Mass Balance) 0.0 % Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 23 of 30 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Peak Discharge 0.12 ft3/s Time to Peak 6.850 hours Hydrograph Volume 0.192 ac-ft Time (hours) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow Flow Flow Flow (ft3/s) (ft3/s) (ft3/s) 0.050 0.00 0.01 0,03 0,04 0.300 0.06 0.06 0,07 0,07 0.550 0.08 0.08 0,08 0,09 0.800 0.09 0.09 0,09 0,09 1.050 0.10 0.10 0,10 0,10 1.300 0.10 0.10 0,10 0,10 1.550 0.11 0.11 0,11 0,11 1.800 0.11 0.12 0,12 0,12 2.050 0.12 0.12 0.12 0,12 2.300 0.12 0.12 0.12 0,12 2.550 0.12 0.12 0.12 0,12 2.800 0.12 0.12 0.12 0,12 3.050 0.12 0.12 0.12 0,12 3.300 0.12 0.12 0.12 0,12 3.550 0.12 0.12 0.12 0,12 3.800 0.12 0.12 0.12 0,12 4.050 0.12 0.12 0.12 0,12 4.300 0.12 0.12 0.12 0,12 4.550 0.12 0.12 0.12 0,12 4.800 0.12 0.12 0.12 0,12 5.050 0.12 0.12 0.12 0,12 5.300 0.12 0.12 0.12 0,12 5.550 0.12 0.12 0.12 0,12 5.800 0.12 0.12 0.12 0,12 6.050 0.12 0.12 0.12 0,12 6.300 0.12 0.12 0.12 0,12 6.550 0.12 0.12 0.12 0,12 6.800 0.12 0.12 0.12 0,12 7.050 0.12 0.12 0.12 0,12 7.300 0.12 0.12 0.12 0.12 7.550 0.12 0,12 0.12 0.12 7.800 0.12 0,12 0.12 0.12 8.050 0.12 0,12 0.12 0.12 8.300 0.12 0,12 0.12 0.12 8.550 0.12 0,12 0.12 0.12 8.800 0.12 0,12 0.12 0.12 9.050 0.12 0.12 0.12 0.12 9.300 0.12 0.12 0.12 0.12 9.550 0.12 0.12 0.12 0.12 9.800 0.12 0.12 0.12 0.12 10.050 0.10 0.10 0.10 0.09 10.300 0.09 0.09 0.09 0.09 10.550 0.09 0,09 0.09 0.09 10.800 0.09 0,09 0,09 0.09 11.050 0.09 0,09 0,09 0,09 Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 24 of 30 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow (ft^s) Flow ms) Flow ms) 11,300 0.09 0.09 0,09 0,09 11.550 0.09 0.09 0,09 0,09 11.800 0.09 0.09 0,09 0,09 12.050 0.09 0.09 0,09 0,09 12.300 0.09 0.09 0,09 0,09 12.550 0.09 0.09 0,09 0,09 12.800 0.09 0.09 0,09 0,09 13.050 0.09 0.09 0,09 0,09 13.300 0.09 0.09 0.09 0,09 13.550 0.09 0.09 0.09 0,09 13.800 0,09 0.09 0.09 0,09 14.050 0,09 0.09 0.09 0,09 14.300 0,09 0.09 0.09 0,09 14.550 0,09 0.09 0.09 0,09 14.800 0,09 0.09 0.09 0,09 15.050 0,09 0.09 0.09 0,09 15.300 0,09 0.09 0.09 0,09 15.550 0,09 0.09 0.09 0,09 15.800 0,09 0.09 0.09 0,09 16.050 0,09 0.09 0.09 0,09 16.300 0,09 0.09 0.09 0,09 16.550 0,09 0.09 0.09 0,09 16.800 0,09 0.09 0.09 0,09 17.050 0,09 0.09 0.09 0,09 17,300 0,09 0.09 0.09 0,09 17,550 0,09 0.09 0.09 0,09 17,800 0,09 0.09 0.09 0,09 18,050 0,09 0.09 0.09 0,09 18,300 0,09 0.09 0.09 0,09 18,550 0.09 0.09 0.09 0,09 18,800 0.09 0.09 0.09 0,09 19,050 0.09 0.09 0.09 0,09 19,300 0.09 0.09 0.09 0,09 19,550 0.09 0.09 0.09 0,09 19,800 0.09 0.09 0.09 0,09 20,050 0.09 0.09 0.09 0,09 20,300 0,09 0,09 0.09 0,09 20,550 0,09 0,09 0.09 0,09 20,800 0,09 0,09 0.09 0,09 21,050 0,09 0,09 0.09 0,09 21,300 0,09 0,09 0.09 0.09 21,550 0,09 0,09 0.09 0.09 21.800 0,09 0,09 0.09 0.09 22.050 0,09 0,09 0.09 0.09 22.300 0.09 0,09 0.09 0.09 22.550 0.09 0,09 0.09 0.09 22.800 0.09 0,09 0.09 0.09 23.050 0.09 0,09 0.09 0.09 23.300 0.09 0.09 0,09 0.09 23.550 0.09 0,09 0.09 0.09 Flow ms) Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 25 of 30 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) 23.800 Flow ms) Flow ms) Flow ms) Flow (ft3/s) 0.09 0.09 0.09 0.09 Flow (ftVs) 0.05 0.08 0.09 0.09 0.10 0.11 0.11 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.11 0.09 0.09 0.09 0.09 0.09 0.09 0.09 Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 26 of 30 Subsection: Pond Infiltration Hydrograph Label: PO-1 (INF) Flow ms) HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. 0,09 0,09 0,09 0,09 0,09 0,09 0,09 0,09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0,09 0,09 0,09 0,09 0,09 0,09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0,09 0,09 0.09 0,09 0,09 0,09 0,09 0,09 0,09 0,09 0,09 0.09 0,09 Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 27 of 30 Subsection: Pond Routed Hydrograph (total out) Label: PO-1 (OUT) Peak Discharge 0,37 ft3/s Time to Peak 4,150 hours Hydrograph Volume 0,048 ac-ft HYDROGRAPH ORDINATES (ft^/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time (hours) Flow ms) Flow (ftVs) Flow Flow 3,550 0.00 0.01 0.02 0.04 3,800 0.10 0.13 0.16 0.19 4,050 0.31 0.35 0.37 0.37 4,300 0.36 0.36 0.36 0.35 4,550 0.34 0.33 0.33 0.32 4,800 0.31 0.30 0.29 0.29 5.050 0.27 0.26 0.25 0.25 5.300 0.23 0.22 0.21 0.20 5.550 0.18 0.17 0.16 0.15 5.800 0.12 0.11 0.10 0.09 6.050 0.06 0.05 0.04 0.03 6.300 0.02 0.02 0.02 0.02 6.550 0.01 0.01 0.01 0.01 6.800 0.00 0.00 (N/A) (N/A) Flow ms) Lot 13-17 Basin_deep.ppc 7/5/2014 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VBi [08.11.01.51] Page 28 of 30 Subsection: Pond Inflow Summary Label: PO-1 (IN) Summary for Hydrograph Addition at 'PO-1' Upstream Link Upstream Node <Catchment to Outflow Node> CM-1 Node Inflows Inflow Type Element Volume Time to Peak Flow (Peak) (ac-ft) (hours) (ft3/s) Flow (From) CM-1 0.115 4.050 3.27 Flow (In) PO-1 0,241 4,050 3,27 Bentley PondPack VBi Lot 13-17 Basin_deep.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 29 of 30 06795 USA +1-203-755-1666 Index c CM-1 (Read Hydrograph),..4 Composite Outlet Structure -1 (Composite Rating Cun/e)... 19 Composite Outlet Structure -1 (Individual Outlet Curves)...18 Composite Outlet Structure -1 (Outlet Input Data)...16, 17 M Master Network Summary...3 0 0-1 (Addition Summary)...5 Outlet-1 (Diverted Hydrograph)...20 P PO-1 (Elevation-Area Volume Cun/e)...14 PO-1 (Elevation-Volume-Flow Table (Pond))...21, 22 PO-1 (IN) (Level Pool Pond Routing Summary)...23 PO-1 (IN) (Pond Inflow Summary)...29 PO-1 (IN) (Timevs. Elevation)...6, 7, 8, 9 PO-1 (INF) (Pond Infiltration Hydrograph)...24, 25, 26, 27 PO-1 (OUT) (Pond Routed Hydrograph (total out))...28 PO-1 (Timevs. Volume)...10, 11,12, 13 PO-1 (Volume Equations)... 15 U User Notifications...2 f Bentley PondPack VBi Lot 13-17 Basin_deep.ppc Bentley Systems, Inc. Haestad Methods Solution Center [08.11.01.51] 7/5/2014 27 Siemon Company Drive Suite 200 W Watertown, CT Page 30 of 30 06795 USA +1-203-755-1666